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HomeMy WebLinkAbout1000-45.-4-3.1 _ I 51TEDATA: SEPTIC SYSTEM TIE DISTANCES LINE / SYMOL LEGEND _ 5 B 5 82� WO/F III OWNER: PROPERTY LINE 2'24'50" E 99,80' 24= VILLAGE OF GREENP III COVER HOUSE GORNER•A" HOUSE GORNER'B• G�65 MAIN ROADT5 DEVELOMENT LLG sETBAGK LINE 0RT GREASE TRAP 62' 135' GREENPORT, NY EXI5TIN6 TO BE , o o m Its COVER I REMOVED/RELOCATED„ ” F. GREASE 14.5' CONTACT: wnreR w TRAP 58' o z o Z I 37, COVER 2 MIKE DOMINO ELECTRICAL E E z W rc ri SEPTIC TANK 415' 25' (63U 411-0843 GAG m o 0 G / I COVER I TELEPHONE x J w p W J W DIST: 1000 SEG: 45 BLOCK: 04 LOT: 3.1 SEPTIC TANK 39.5' 2q' N SANITARY 5EI^ER w a Z z Sae COVER 2 AREA OF SITE, 66,260.58 SQ. FT. = 1.521 AG. FENCE —x — —x — O 7 5 i 0 o Z FLAG I AREA OF PROPOSED BUILDING: 2400 SOFT. u L S mm S �' CESSPOOL COVER 1 39' 44.5' ((�� u AL I N LOT COVERAGE: 3.62% OVERHEAD ELECTRIC — K Z O O O O CESSPOOL COVER 2 50.5' 3q S' UHLITIE5 — — — C' o m N m ¢ UNDER6ROVNO a tL O C' p 0 USE: RETAIL STORES t RESTAURANT o f Y } p A CESSPOOL COVER 3 46' 5cis, ZONED. GENERAL BU51NE55 LIMIT OF CLEARING ./W�/v � � � a� w w I, I (FLAC6?L FRESHWATER WETLANDS GF55POOL COVER 4 32.5' 58' TEST HOLE o TIT, m N a ir. HE A JIM PARKING REQUIREMENTS: 5 •:IY Al" CESSPOOL COVER 5 23.5' 46' PARKING SPACEIL 2 ry _ ry c Q a EDGE OF FRESHWATER HETALND5 AS I BUILDING AREA = 2400 EQPT. m m v� � ry m •* � FLAGGED BY EN-CONSULTANTS, Inc. Ir, LANDenNKED PARKING 5PAGE *i I ON DEGEMBER Iq, 2003 FLA IISSPAGE 200 SQ•FT. 5Q.FT. 1200 5Q.FT./200 SOFT. = 6 SPACES N FLA O 1= SITE PLAN BA5EE)I h� RESTAURANT = 885 SQ.FT. _ N f 15PAGE/100 SQ1�1 0 r 885 SQ.FTJSO JOSEPH A.ON 5URVEY BY:I00 SQ.FT. = 9 SPACES LAND SURVEYOR NO O 6 IYl I FUTURE OFFICE = 1100 5Q.FT. 1380 ROANOKE AVENUE 1 �A I 15PAGE/100 SQ.FT. P.O. BOX 1931 [100 SQ.FTJI00 SQ.FT. = Il SPACES RIVERHEAD, NY 11901 } TEL.: (631) 721-2090 OI TOTAL PARKIN& REQUIRED = 32 SPACES FAX (631) 121-1121 7��•-I M I (MARCH T, 2001) I••� X AREA NATURAL TOTAL RARKING PROVIDED = 32 SPACES (oQ INCLUDING 2 HANDICAP SPACES = 10 LANDBANKED SPACES I � I LOADING SPACE DRAINAGE CALCULATIONS F+•1 ry IW r I AREA OF ROOF (EXISTING) = 304250.1=7. 3042 50, FT. x (2"/12"/FT.) x 1.00 = 508 GU.FT. Q I USE 3 - 100 LEACHING POOL5 AT 3' EFFECTIVE DEPTH O 615.18 CUPT. PROVIDED. I r AREA OF PAVEMENT (EXISTING) = 13b06.22 SGIPT. ry ry I 3042 50. FT. x (2"/12"/FT) x 1.00 = 2261.10 GUPT. USE 12 - IOR LEACHING POOLS AT 3' EFFECTIVE DEPTH 2463.12 GU.FT. PROVIDED. m AREA OF PAVEMENT (LAND BANKED) = 3614 SOFT. �� O LIMIT OF BUFFER ZONE 3614 50. FT. x (2"/12"/FT.) x 1.00 = 61356 GU.FT. P4 USE 195.42 GU. FT. OF EXGE55 CAPACITY IN PLACE FOR ^• d) __- --_--- EXI5TIN6 PAVED AREA PLUS I�:•1 ------------------------ ------- --- 'A' ,, I 2 1.1& LEACHING POOLS 4 EFFECTIVE DEPTH. ^ t- �°' I 1 142J8 GU. FT. PROVIDED FOR THIS AREA WHEN FUTURE hhh•••N���••MII Wo/F 1 `4' FUTURE LF'5 ______---y I LP'S ARE INSTALLED. Q ANDREW G. FOHRKOLB DAVID FOHRKOLB I �� • _ ZONED: GENERAL BUSINESS - - -------__ ` / ~N�LP_,� F_____rte � � LP, (n PUBLIC WATER r / LP I �6� `-- F 3 L, . URB 1 / _� ^_I GO M J I PHILEE REALTY CORP. Q p `-- -------- ------------- ZONED: GENERAL BUSINESS I!1 c5RAVEL R055A I / \ / 5 I PUBLIC WATER Q. d) ACCESS. I \P � I 3 I 1z �j 4 LIGHT I • .. 8� I BASE \' \ I� \ WELL 9 SRy / LPI ; • � 1 / T LP GAS iE LIGHT ✓, / .. ODE AD/ \1 TANK ��pFNEW� STCKA • 7 I BASE LLTI 5P I E, . , { GONG .: .; •r 25'-O,. 2 4' 603 WELL NFO 3 9 F� FRAME �81'- '� .�. pRUFESSIONP� METAL STEPS t GARAGE FOR ELELT LANDING OVER GONG. TRAN5FOR ER -----__✓/ ", I 1 FRNEDE PRAME Fp g'e 1-1/2 STORY FRAME N I SHED 1 Y gRIGti �o 0 BUILDING WITH DORMERS APP7,, ,,E I 1 1 I 13 wo/F A" 60' B° 5-Q., N i g 6 C7 o f o FRED ROBERT SGHOEN5TEIN ChairJ05EPH FRED SGHOENSTEINl 2 GONG. C „,/ZONEDPUBLIG WATER INE55I H.Yx. PARKI&G ` ;'GONG. ` ', \ GT I WATER IN 1 OVERHO�RHPNGcA•ry -4ed9Wa ib 5GN� LP 5T I� w �• •1SERVICE 1 1 I 2?"' CpV'w l'efi- �0.. ` fK ( R••�"— / FIRE WATER 1 1 I JERH "G N Q ❑ \_/ \_/ SERVICE 1 1 O�,N. Q- • 20'-/""LPI 24-O" • m O \�, 5EEDED� POST a RAIL 1 ND 12 _ / z W O a AREA N FENCE F ISLPLu 1570RY . . . Oil°�+ h/�� i4L� �� O1 j'-� lwn 11 GON SLPN 1.bN _ # m FRAME HOUSE •a I 1 ,N r� A ' LL r ( • _/\, 1 V*U! 1 V. ) W V O 4 ay p LFYL ry 11 LIGHT 1 LP/ pya ° O : \•P/ z PGR OA".E02'W Ul ry 1 BASE •a Z 'Q FENG < o u} 0 I O G FIRE ¢ O 10 c PaR 0 �a RAN �r EXI9R o �u NCE T o • a.• . a ° A PE �° HY —N OJ 11 �1 � Q'ry � �� PP`�MENT •• r EXI�TIN6 WP"`fER O I .� EXISTIµYUGR o�E PDG01 5'd` "�� "M•MIALERKED�w�riyyN �1LI F` ITE EEtt(, ,..,, LS � •LS D � r�. ",.�: .. I O EANTartS— BULTTE PLAN (5• RSI(N; B WP \ 2' NOSE (� LIG Xyx APR 1 7 2007 -�•� I Of I EX15TINO DOWN 20 10 0 20 40 60 sO ICO l I' UTILITY POLE GRAPHIC SCALE I" = 20'-0” r � SoulhuU iavn Plannu •6a�rtl III�I I 9 NOTES: SITE DATA: LINE / SYMBOL LEsEND r"�-2 4'50. E 5 82'24'50° E VILLAGE pFO/F I. ALL CONCRETE OIRBIN6, 51DEWALK5, AND DRAINA.6E CWNER6REENppRT HEIp11T5 DEVELOMENT LLC, PROPERTY LIr4E t - Q 9Q,80' - GREENFORT DETAILS AN SHALL CONFORM TO PLANNING BOARD STANDARD 74965 MAIN ROAD sETEAcx —� DETAILS AND SPECIFICATIONS. 6REENPORT, NY REMO IN To EE ,,,,, .. . ... . \ �' REMOvED/RELOLATED 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL GONSTRUGTION. K 175.37' MIKE DOMINO 1 ELEOTRIGAL —e e— K O 3. UI I VERI FIED W TN THE TAND ib S FOR CUIRI.D 95 AND WALKS TO BE I,SFIWAY DEPARTMENT, (631) 419-0849 SAS ELe� —�—- a a s NS.G.O.P.W. OR N.Y.S.DO.T. PRIOR TO CON5TRUCTIOK DIST: 1000 SEG: 45 BLOCK: 04 LOT: 3.1 9 u O sANrtARY sEI�R --m—+•— FLA6 4. ALL TRAFFIC, CONTROL DEVICES, LIP. SIONAL5, 5I6NS, AND AREA OF SITE: 66,260,58 50. FT. = 1.521 AG. PENCE --x —x —x — f I PAVEMENT MARKtN65 SHALL BE INSTALLED IN OONFORMANCE AREA OF.PROP05ED 5UILDIN6, 2400 50.FT. - ., N WITH THE WIDLLINES OF THE NEW YOIRK STATE MANUAL OF LOT GOVERASE: 3.62* OVERHEAD ELECTRIC (FLAC61iL ,C UNIFORM TRAFFIC CONTROL DEVICE5�AND A5 DIRECTED'BY THE uIDERGRCIIHD _ — S I'T* q o p A TOWN OF 50UT40LD, DIVISION OF TRAFFIC SAFETY. USE: RETAIL STORES t RESTAURANT UTILITIES " "`"„"..+ • 0 N i 5, CONTRACTORS PERFORMIN6 ANY AND ALL TRAFFIC, CONTROL ZONED, GENERAL BUSINESS LIMIT CF CLEARNG .M/1J\• H,„"..«»"" ,114 I p DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE I AL FRESHWATER WETLAND5 TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY, 4B HOURS TAT v N ,f14 '�` , I m IN ADVANCE OF BE6INNIN6 SUCH WORK ALONl5 A'TOWN ROAD. PARKINEP REQUIREMENTS: > o � o iL AL AL PARKING SPADE EDGE of FRESMwATER werALNDs A5 I 6, STOP LINE 516HT DISTANCE SHALL BE MAINTAINED AT ALL BUILDING AREA = 2400 5Q.FT. LANDBANICED PARKINS SPACE sI FLA66ED BY EN-GONSULTANT5, Inc c_ fn ON DEGEM13ER w, 2003 '�` ,L INTERSECTION IN ACCORDANCE WITH AA5HT0 REd11REMENTS. II RETAIL AREA = 1200 SOFT. ' ` 'U` ,J4 FLA T. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC 1 SPACE/200 5A.FT.14 1200 SQ,FTJ200 5Q,FT. = 65ITE PLAN BA5ED Q FLA MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND r- ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED SITE RESTAURANT = 1200 SQ.FT. O _o- I PLAN APPLICATION. ON SURVEY BY: 15PAGE/50 SQ.FT. .1200 5GPTJ50 SG.FT. = 24 JOSEPH A. �O SE SURVEYOR (21 I PAVING SPECIFICATIONS: 5TORAOE = 1550 SOFT. 1380 ROANOKE AVENUE 6" 5TABALIZED BASE, 2' ASPHALT I SPACE/1000 SOFT, P.O. BOX 1931 F+•i I I CONCRETE BINDER COURSE WITH 2" 1550 SQ.FTJI000 5Q.FT. = 2 RIVERHEAD, NY 11401 x —x —x —x + x —x —x APHLT CONCRETE TOP WEARING TEL.+ (631) 121-2090 COURSE TOTAL PARKING REQUIRED = 32 5PAGE5 FAX: (631) 121-1121 x 8' CHAIN LINK x z > 6 L FENCE W/ WHITE I�••I n/ x POURED IN PLACE CONC. CURB AREA TO REMAIN NATURAL M TOTAL PARKIN& PROVIDED = 23 SPACES I PTV SLATS x Fi•1 4000 PSI INGLUDIN& 2 HANDICAP 5PAGE5 [� ' I I . � O 1 I EXPAPr N510M JOINT5 20' O.G. 4 L!'N IN99 SPD SPACES w I LOADING SPACE I Lu I I/2" RADIUS I 6" CONCRETE I Q ry � w SSS"' C A 1— k. i PAD FOR 4" TOFSOIL t SEED x OUMP5TEw I W r ZZZ 6" AIN LINK FENCE In 777 W/ WHITE PTV SLAT5 IH I I O � e I N N I .... ...... . . ......... .. .tl . ' TOOL 3 6 12" O.G.E.W. x x - - EDGE a I I m � �• � � x x rT� m LIMIT OF BUFFER ZONE " � •' • -- 9" MOUNTING 2° SAND BAND ry 5' I I TVP. DETAIL FOR INTERIOR FENCE EDGE 2-u5 TOP t r- N/O/F __- ---------1 LIMIT OF BEAM TO EXTEND ICY' BOT. G'NT. W m P ------ CURB AND PARKING AREA ANDREW G. FOHRKOLB , CLEARING MIN. BELOW FIN. 6RAEELr--OJ W/�3 T; � _GAST IRON GOVEILS� SEPTIC TANK (1) LEGEND i h / FIN CAST'IRON FRAME AND GrnfiR TO GRADE '�J FINISHED S 62°24'50' S &• '24'S0" E ,l, VILLA6 WO/F 6' TRAFFIC / R I. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF E 99.60' .�J E or 6REENP 3,000 p51 AT 28 DAYS. EXISTING GRADE x 0.00 a ORT �!N5 a' TRAPPV, 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP THICKNESS ' eEA1tR75 OF 6" AND A BOTTOM TKICKNE55 OF 6". ALL WALLS, BOTTOM AND v / 217 f 195 I pI SLAB' G 0.0 / �"'�- Q INET ' h HK ' I TOA SHALL CONTAIN REINFORGIN6 TO RESIST AN APPLIED FORGE PROPOSED 6ZAVE gG p,00 Z i ry MIN. 4" DIA. 1 LINE -LET OF 300 psf. 175.37' GLASS 2400 I i I PROM KITCHENDI FLOW LWl OL71L1:R 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 FQf PIPE AL PITCAW MIN. I' WATERTIGHT. PROP05ED LEAGHIN6 p t] /1 PITCHED 1/4 I I I TO SEPTIC, TAN[ PITCHED I/4" y I/4' /I' I 4. THE SEPTIC TANK SMALL BE INSTALLED AT LEVEL IN ALL POOL WITH CURB INLET / A' I SS I I i I MIN. 4" DIA. DIRECTIONS (WITH A MAX. TOLERANCE OF t1/4"9 ON A MINIMUM 3" - I / PITCHED MIN 1/O' A' THICK BED OF COMPACTED SAND OR PEA GRAVEL. FLAG I I I 5. A 5' MIN. DISTANCE BETWEEN SEPTIC TANK AND BUILDING SHALL PROPOSED LEAGHIN6 \/ I I I I I I MONOLITHIC BE MAINTAINED. POOL WITH 50LID COVER 192 1. NFCHIN6 POOLS ARE (OR EQUAL) LEACH 1 N N g _ o I. LEAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST EXPANSION POOL ( � / � � 1qY+ �pu �y 1'12 I ID IN6 STRUCTURES, SOLID _ `Q IC� FLAG DOMES AND/OR SLABS. EXISTING CONTOUR - - T) \ 114 FRESHWATER WETLANDS � A m 2. ALL COVERS SMALL BE OF PRECAST REINFORCED CONCRETE 5 O ry n p O 22- 1 '�` I (OR EQUAIU. m ma G3- EDGE OF FRESHWATER WETALNDS AS I 3. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER EXISTING CONTOUR TO 24 j' 1 I \ FLA55ED BY EN-GONSULTANT5, Inc. 1 I LINE SHALL BE MAINTAINED. BE MANIPULATED ON DEGEMBER 19, 2003 I FLA6� \ X114 19.1 / FL I" DETAILS OF CONSTRUCTION "ry FLA / i1Vc PROP05ED CONTOUR 0O O T•- I. USE ONE (U REINFORCED PRECAST CONCRETE SEPTIC TANK. ��-jy � \ \ I 6 0000 GALLON) SURFACE WATER FLOW Ur-T � N ' 2. USE FIVE (5) 6 FT. DIAMETER, 3 FT. HIGH PRECAST GONGRETE O .y„ O N 201 _ _ / \ \ I LEAQHIN6 RING5.3. USE 4 INCH v O m 4. THE WASTELINEDIAMETER, FROM THE SEPTIC TANK SHOULD ENTEPIPE R THE PROPOSED DRAINAGE O W - \ MAIN RING A5 HIGH AS POSSIBLE. LEAGHIN6 POOL N0. tj \ 210 5• BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL, O i b• SLABS SHALL BE BETWEEN 10' AND 13E BELOW "RADE. 7 u- F • 111 2�4\ - � � O � \ \ \ I ATE' 1, SOLID CONCRETE COVER SHALL BE BETWEEN 6" AND 12" BELOWx 1I M / CROSSOVER PPE$ MIST BE OF W OD. PIPE,20 INCHES ON "RADE. FSI 2 112K� _ AREA TO REMAIN NATURAL \ I CENTER,WITH CENTER LINE ID'BELOW THE LIGHID LEVEL 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HI6H S I _ 5EPTIG TANK 6RE65E TRAP SEASONAL GROUNDWATER. (3 \ I NOT TO 5GALE NOT TO SCALE ^ (L Q (14 III - - - - IL - � 5 I BUII DING Fy M 4 21 TG = 242' o a PF = 24.9' 2521 23 7 F I I FINAL GRADE I23.6 I N x=,23.5' ® ® � BEANN TRAFFIC W m 2144 SANITARY MIN PITCH 1/4" A' I p„i `y 1 ., - LIMIT OF BUFFER ZONE WASTE MIµ PITCH IM n 4 6' �4 a-- -------, 4' G.I. SEPTIC �_--------- \ �- _._-2 S.O.R 35 .. -i - 2 TANK LEAGHIN6 I ® ®� r N/O/P __ -------- INV. LIM�T OF \ INV. EL. IHV.EL,226' 3' MIN ® 3'MIN IL , INV. a. 215'. POOL I ". ® � I `O � ___ G=25.7 .E 240 INV.EL. 22A' ANDREW G FOHRKOLB 1 GLEAkLIN6 (I OF 5) DAVID FOHRKOLB i h 24 _ "ENERAL BUSINESS - ----- } zclNEo�LIC WATER 25 --- -- - -2s SANITARY WASTE RISER 3Gc� AROUND TON 24 ® � XT c=2s.o ' _ ____-- - --�s1 G=2s.o I NOT TO SCALE TAC Ne1�PPOOL5 " I w a G 23 1 WOE =24.5 TG=24.4 =24.5 - I I ® ® I r ' PROPOSED GRAVEL I `'.. PHILEE REALTY CORP. r"'1 4 AREA-FOR CROSS I / 24 \ I \ ZONED. eRAIUND WATER Y Q 111 ACGE55. CURB TO \ 9 � _ PUBL G WATER (NESS BOT. B.. 13.5' EL. 12.9' N _ HAVE I" REVEAL 7 eRa"D WATER I �•'I Q, fQ 9 BUILDING I SEE SITE RAN FOR 511E I NON-RATEABLE O d) � I 501E �F7��J Q I� '1 G=24.5 /��O / • \ TG=24.5 I FF - 24,9' GA. T.O. = 242' T.G. - 24.2' /V d .. =24.0 1 �.: / l I \ GRADE t AI 6' MIH rFT+1 MA eil yy -4'� 1D RAA&.EIow 501L - I 240 P05ED 10'&x3' EFF. 11 O 4 uNOERLYIN6 SAND Aw SRAVEL STRATA 11eJ1 ( " DEPTH LEACHIN P / �\ 3\ I\� �S I - NOTES . r 1256 / w/ CURB INLET (lY ) \ I I. COLLAR DEPTH 15 NOT REGUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. / 24.0 / KITGHEH MIN.PITCH 1/4"/I' MIN. PITCH I/4` A' O LPAGHIN6 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. .I 14 T6=24.5 I WASTE 4' C,.1. GREA5E SDR 95 OG=24.'1 / \ 12 O \ PROP05ED 10'&x3' EFF. SEPTIC 3. ALL DRAINAGE STRUCTURES M157 BE WRAPPED WITH FILTER FABRIC. _ ��F NEw- 6 • _ DEPTH LEAGHIN6 POOL Tom{' TANK ��� FPEY T'BU 1 • \ PROPOSED - 1 1 W/ SOLID COVER (TYPJ INV. EL. 235' (I OF I) INV. EL. / / SANITARY LEAGHIN6 POOL DETAIL I'. ASPHALT / INV. EL. :d• 24A' INV, M_ 22.0' NOT TO SCALE l w E PARKING AREA P IS "� INV. EL. 23A' KITCHEN WASTE RISER eye 254 25'-°; NOT TO 5GALE 5AN'ITARY SYSTEM CALCULATIONS: �P�ti'�FesslaNP �� G=25.5 247 PROPOSED., TEST HOLE DATA I I ALLOWABLE FLOW (DENSITY): G=25.0 3950 6 MAI RETAIL + 155 N6 (WI HS I�•� ,, - 4'7 24 ___(24QtD MAI OOR=.+ 1550 246 1162 G OR APPROVED EG11AL �O)WABLE FLOW FOR SITE ZOI IV GPD/ACRE ON B OSGD 4E 165) " kl ._.. ._..- STE7RA6E EGHR-- --------- I FW`ME FRPd''E A RES) = 912.6 GPD CAST IRON FRAME At'Tl 8RA CAMPBELLALL g .._.•--.-. AFfaL _ SHED yHEO INIAL GRADE (600 GPD/ GRE)(1 521 AG EL. 23.5' O, g 4 �••• G 5.5 .0) I 1 I Y LIG= I BEA&'AFFII`SLAB pYI RETAILOAREAION 200 SQ.FT. '% MIXED SAND LOAM G=25.0 11 11 i I-V21 pM6 i ® ®If= - I 1200 5Q.FT. x .03 = 36 GPD � � EROWN CLAY GH N F F.=25.5 25'- 1" ,?4 1 1 I I WET STORE = 1200 5Q.FT. EL. 165 fn N/O/F 2475-11-2" i 1 \�n ® ® SANITARY = 1200 50.FT. x .03 = 36 GPD FRED ROBERT SGHOENSTEINO KITCHEN = 1200 SQ.FT, x .12 = 144 GPD J05EPH FRED SCHOISNSTEIN /�,, -PROPOSED 1 1'O I ROOF N Ca U ZONED; GENERAL BUSINESS !" 3 �n "' ' COVERED 1� 1 O`er P ® TOTAL = 216 GPD 5 �pNb PUBLIC WATER i :p 24 8 4 _ . I Z�I`2 4 WALKWAY3' MIN. 3' MIN - ` \\2> • 1 PROPOSED 1 1 I EpN " SEPTIC TANK. gS � > • J�• / WATER \ 1 I Ty - I I 2x 216 6PD = 432 6ALLONS REQUIRED CLAY i s �- Z Q _ ` 1 �� I Tn\�' \•Z GT "�1�1 4 SERVICE 11 NQ I I / USE -6' DIA. x SIMI SEPTIC TANK = 1200 GAL. --- 1 CL Z W • • �y11 P 1SLA I ® � 1 STRUCTURES (MINIMUM SYSTEM) W # m 5T6RY 4 2�5 U (��\ Ul GONG I b'N' WITH FILTER FAtlRIGI A G=2 .6 / b ® pp FRAME HOUSE 25- _ t �.. .... . \E /...... 10 P " / 1 31 T9) ® .. I LEAGHIN6 POOLS: W H u O ' I I I y�PND G'--731 �... 1 lN• ' 216 GPD / IS 6PD/S.F. = 144 50.FT. 1 Im '' • - - -: "- '1 23 1 � � USE 5,5' 01A. x 3 EFFECTIVE DEPTH LEAGHIN6 POOLS '.q LP `«.9 - SEP'' 1 WA. `-�SITT'PLAN FGR SIZE 3'75 5Q.FT PROVIDED (MINIMUM SYSTEM = 300 5G.FT. .O ` 1 (' TEL. 22�ib 1[:.. NON•RATEA -E! LEAGHIN6 AREA) 44' P4 x 20' MI 2 =22.5 3 / ' 501L OP£DLLM' SAW SP ,i ATiRINBROWNFINE q,. Vii; 1N 4 .:', .@ I/ REQUIRED 51 T ' 144 61 - 50 .... " .. ...... .. .. . �� Z � 6(PefNiw.norUl USE I-b DIA. x 5 DEEP 6REA5E TRAP - 1000 GPD ... II 22.4 n ° RATEAd.E SOUL (MINIMUM SYSTEM) U 2 9 �1 ��- 1 z POWT ung_„ pL2AINA6E CALCULATIONS 24 --{- / . 2 NP'T EL 23.2 ° UNDERLTINS SAND AND eIAVEL STRATAT.AREA i n 25a 2' NOSE - cGy -F 3042 So. FT. x (2"/IR2"/�F'T� xx)1.00 =}506 CU. FT. y ' 2, ��- //�� //'' USE 3 - 1010 GU. FT. PROVIDED.ACHIOLS AT 3' EFFEGTIVE DEPTH Go22. q ROM IN T) Rl"'�D I N L/ FLAN 2(ALLAR DEPTH 15 N77 REQUIRED WHEN RAVEL OR MATERIAL EXISTS POR FULL DEPfITi. f�(O G=23.1 F -(5• y'(REE 2.GOI.LAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. i n -23 2 4 LG WP 3. ALL DRAINAGE 5TR)CTWM MUST BE WRAPPED WITH FILTER FABRIC. AREA OF PAVEMENT (PROPOSED) - 13,606,22 W. FT. ^ g2r2' NOSE ( 1 ' � L� ^� 13,606.22 SQ. FT, x (2" 12'YFTJ x 1.00 = 2261.10 CU. FT. L DO N 6=23.1 !f't{_. I INS2 EQQL RETA L USE 12 - 100 LEAGHIN6 POOLS AT V EFFECTIVE DEFTH G=22 =23 ;a_4 20 10 O 20 40 60 00 100 2463.12 CU. FT. PROVIDED. =22 GFRAPHIC 5GALE r' = 20'-0" NOT TO SGFtLE " / 24'50 E p 5 82'-2�4-'5�0�" E � Vil �/F . 6R EENPORT m FLA 0I e � I 6 ,114 � A I (FJLAO�L ,IVB FRESHWATER WETLAND5 , N_ a � LL A EDGE OF FRE5HWATER WETALND5 AS FLA6,5W BY EN-GONSULTANT5, Inc AL ON DECEMBER 19, 2003 nL_L I O VIII[ il11c — N F W u_ F AREA TO REMAIN NATURAL � LnIN 13 pQ I LU w a 4 N � W � m vn Ir 9) t 4 I O k' I m W $ ` LIMIT OF BUFFER ZONE a ---- 5 , I W o 0 wo/F �-- --------- LIMIT OF ANDREW G. FOHRKOLB GLEARIN6 DAVID FOHRKOLB ZONED. GENERAL BUSINESS I�__-_______ u_ PUBLIC WATER m I I � z G4 PROP05ED GRAVEL PHILEE REALTY CORP. �..� Q Q AREA FOR GR055 I Z-11 ' ZONED: GENERAL BUSINESS Q = ACCESS. CURB TO ` I PUBLIC WATER HAVE I" REVEAL 15 Q I I 0 1 J pF NEIN LIGHT FIXTURE: zC��PEYTg O t 400 OR 250 WATTS `<F t 51TE PLAN) SUPERME AL HALIDE * k I" DIA N A5PHOALLTLOADIN D G BOLT CIRCLE PARKING AREA 5PAGE MOUNTING ARM I 25'-0 POLE _ �,Y•�jpFE,. SSI�N�i. PROPOSED PROPOSED I pj O BUILDING LIGHT N POLE 3950 SQ.FT. RETAIL B1ILDIN6 (3 PLGSJ (2400 MAIN FLOOR a 1550 STORA6E E MECHANICS) I FSRHI'' Ftp 10 I/4" g __________________ _ ,GK g l v2 5 `o I N BA5E PLATE 1 1 I 7-6.1 MIN. WO/F FRED ROBERT 5GHOENSTEIN 87'-2" ,JOSEPH PRED SGHOENSTEIN 1 1� I 2 I H CO EANDHOLE ZONED, GENERAL BUSINESS PROPOSED \\�', 1\ I a"il Tyµp,Nb WITH COVER ( U � W Z „ PUBLIC WATER t 1 WALKWAY 1� 1 I 3?'I'1• I/2"0 CONDUIT 5TUB-UP GROUT - �Q O 0 J PROPROSED 11 \I i _ 3" PROJECTION �I' ry � D� ?ZHATEX0. 0 I SERVICE 71N I I Col Z Q. � N 15L� CURB h... .. ' PROPOSED lu \ GONG.PUN'P1b N. fIl I1`` iI ry A fY pm I STORY to 1 15LPND Ili :j4I - >_ _ (3a IU 8 FRAME HOUSE t YARD LI6HT 'b (3PLGSJ _41 = .P,: Qa• i - pj1681 GALVA30" L NGIl NIZED ANCHOR BOLTS N O I I' U TYPICAL POLE FOUNDATION L7� p ,I 3,000 PSI CONCRETE g --1---I N NOTE-5: it 1 I ® i u} I. BOTTOM OF FOOTlN6 SHALL BE b" MIN. (5) #2 TIES 12" O.G.t _ _ txi i BELOW MAX. FROST LINE PENETRATION. 2. LIGHT POLE AND ASSOCIATED 5TRUGTURE5 (4) u4 VERTICAL WALL BE DESIGNED TO WITHSTAND A 100 MPH ONE AT EACH GORNER 1 � _ WIND LOAD AND DEAD LOAD. t - - t �J�} (/^�� \\' / \`J 3: YARD LIGHT MANJF. BY. 1 a '� S �- ��` •• fC�T L51 INDUSTRIES � �" � ' r�.�1 I 4' SQUARE OR �z` 'f S �N 9" �) L I �HT I N� P P,,P. B ALLIANCE RD. I'-b" DIAMETER E%45TRYS Q'��"" 1— Pp. �0X 427,28 VV��1 VN1 INNAn, OHIO 45242 YARD LI6FfT DETAIL SIG , (SJ8) 793.3200 3 of 6 20 10 0 20 40 6q e0 100 FA#-030) NOT TO 5GALE .�� 6RAPHIG 51_'ALE I" R _ — - ASPHALT ROOF BHINGLE6_—_--_—�=�_v='�—_�—_-__�._ —_,—.—_—.-�_ --__'_• —_ — TF °a - u _ a o a , m Q � SOUTH ELEVATION WEST ELEVATION W m � m 0 m N r a m Lu 7 U ° tea F-H d m I C3 M — _ - - JEFFREY T. BUTLER, P,E. o 3 3 0 ® _ - - -_ C3 ® N � � a v I — — O C �n f I O ^ V Q a EAST ELEVATION NORTH ELEVATION } 4 9 V N PAGE : 4 of i I MEGH/STORAGE m AREA • 1515 SQ. FT, °- ' 7 0 u <> rc ' CONCEPTUAL SECOND FLOOR PLAN wl ^ � m AREA = 1515 SQ. FT. !�1 O W a COs 3 RESTROOM m 9 4 OZU E., ohm " IV 3'0" � ITS = N I RETAIL SHOP FBF m l' AREA • 1200 SQ. FT. _ fr w - - ti U 3'0" z �`^� � ENGINEER ` Z Z ; - � /F NE W IL S <'J W Q ' a MEGH 'FESS JEFFREY T. BUTLER, P.E. 3 i �. Z a b RESTAURANT KITCHEN A _ ° o ` AREA = 1400 SQ. FT, r. p m p I � RESTROOM ; IA W Z N m z „� 5'0" � � �� _ �� w0 � O LU f O N V y O O N O O a = o � a o � W o PAGE : CONCEPTUAL MAIN FLOOR PLAN 5 , of (o AREA • 2400 SQ. FT. NOTE5: ----^^- 51�WGINrire wo mruwff I Oft SHOULDER WORK AREA I.THESE 5URPACE5 5 4ALL 6E 61VEN A SLIP '11 I.MAILS WOK P{!11m OF 94PINO Am GomeTRUGTI0 =0 UNC4A551FIED WIC+AVATION NO BW000IT RE515TANT TEXILRE. A COARSE BROOM 1 a.- ORIVIe y Ate,W�AE COICIMM OVEHAI K 15 NOT E0WO GfMKWIt`WOOL D A ORNEaAYS EMI FINISH PPENDICUTAR TO THE 51054" 1 INEHUR®ND RMT'ORIVO S NOT SPECIFIED,THE bOR A04ALT C GRE QI06VAtY5 IED'eIGYtLE 05'07X5 . SLOPE 15 ACCEPTABLE. DRIVE4AY 15 TO BE<ON5TWKelm#?5'OP ItE460b08d 7YPE ( BEYOND 2.THE FIRST FULL 5'FLAB d5 SIPEHALK TO - . '( VW TED THE LAYdif M17§LOPETi.AIbYN IN =2W2 GOT E o41!TYPE e EITHER SIDE OF THE DRIVEWAY 9,W.L BE '° EN D 6'TINGK, WIRE FA RIG REINFORCED 2.WERE ORI48UY APRONS NNE ASPHALT(17134606020), MARK (ITEM 10608'0105)ASSHOW7INSECTION A-A LTOP a AI'x15NDRrnallmSIW.k.EIERAunTMWWTIS aHSTIr+Mtadmr' ROAD WORK Asm SLOPE 5/4"PER FT SLOPE 1/4"PER FT. - [10606'0103- CONCRETE SIDE ALK-CLASS F1 FIN OF x OIUVE44Y,ATEA NXIO'1.260U; a 3 THE 'OFFSET STRIP"MINIMAM WDM SHALL BE _ PAVEMENT B.THIS SLOPE MAY BE,REWOED TO IM'PER FT.AS 4,1011 BA'E LaftSE WWOSWIW vTYFE IOC !r I FOOT IN AREAS H4ERE VnLITY POLES ARE N d tEC R FOR SMOOTHER 7RANBnO1 M ADJACBHf 40811 Zi LT CONCRETE•TYPE I F]M„5E CORUSE d o d a x LOCATED IN THE 'SNOW STORA6E STRIP'OR N o pR Y 41AL7 ASPINLT OONCRETE-TYFE S GIRDS!WJME x ASRHALT THERE ARE NONE, 4053.1701 ASPWWT C W-M4RA E-TYRE 6F TOP OdU19E c 4: PAVEMENT $LRFACE RESTORATION OF THE 'OFFSET STRIP' 4.DWVB4AY W1gTH5 MAY"LIVE TO BE AD.115Tm TO 6HIRkIH FRIGTOO MWF3HALL OL'S1BN =I� SHALL BE A5 INDICATED FOR TIE '5NON STO RASE FSI'EXISTMS OWVB4AT WDM1S N'O SISEH ANBIE 4M..4 ASPHALT 0ONGRETE-TREWS AND LeWMINS OMPME STRIP' BELOW APPROACHES. 4010101 TAOK 404T TEM 10605.0103 THIS SLOFE MAY BE REDUCED TO 1/4'PER FT 4.WHEREVER THE 'SNOW STORAGE STRIP' NOT" 5.THE DRAIWY CONSTRIK,TNON DETAILS SNOW CAM 440AO GOLD MLLM OF PCRTIND CEMENT CONCRETE � a} A5 NECE95ARY FOR SMOOTHER TRANSITION TO 15 LESS THAN 5 FEET,THE 51054ALK 94ALL BE OONTINIWS TIRoH ODWNGRETE DRIVEWAY APP411 M 107027305 50"WITINS PORT W 00-100 CONCRETE 3y IRE FABRIC EXTENDED TO THE H15HWAY BOUNDARY. ADJACENT PROPERTIES. WERESWARAIE ACT AND TERMINATE MINER DETAILS APPLY 63R45EANICLAN", EAILIN 6 AND FILL If AW IS AND CRACKS_ J 5. THE MNIMLM CLEAR WIDTH OF 51DBMALKS SHNJ_ THE dUm HILL IN PACT THdNNATE EITBt SIDE OF 665AS GFAWNB,SEALN9 NO FILLNK JOMiS AW OUIK.KS BE 4 FEET CONCRETE RTE ` V• 5 THE CONCRETE APROPROMSCMGTFWHIT O SITEM HOWN T8D103)ANedmimmy1m p 6. THE MAXIMNM CRO555-P'ITCN SHALL BE I/4' PER FOOT. TYPE 'A' '.W&A MRSDT FU 0 220JZ) J DRIVEWAY 5EGTI ON 6.TH1 5E 91NFAf%SHALL BE GIVEN A SLIP RE515TANT SECTION A-A DRIVEWAY WIDTH ITEM 10(909.2801 TWMW- A COARSE FINISH F8WI!NOWJUAR TO THE 1.ASPHALT PAVEMENT WDBIN&S HILL ONLYBRM Y BE PTIEED O o p SWEKALK SLOPE IS A!lMEPMBLE, APJACEMr TO EMTINS ALL DEPTH ASPHALT PAVE ENT, F J AS SH"ON 51TE RAN WERE THE EXSTWe PAVEMENT 5 C6146le E,CGNGREIE - W WOENNS MST BE)GED, WERE THE EXISTN6 PAVE E R 15 - rC COVO-RM A COMPOSITE WOM"MST BE CONSTWlCTW. (r mw NA"War me 0=24W 2.WERE THE E4571ND PAV04M CR056-5LOE 15 DIFFERENT LI) IC S' S + �TIE PROVIDED LAPEPROPMED �WILL 0E AW MR Fr. ry 4'THICK CONCRETE SEE NOTE 2 5� NOTE 1 A I.WERE THE DISTWA FROM THE PAGE OF PROPOSED MNRAM NO 3/b"PER R.rvabBM WQE A 51005E WTNN ITEM 106060102 ITEM 106060103 MPJ cum ro THE BOWANT 19 LEIS T14W 19 FT, THIS RAIM CANOr W OeTAND,A♦T ACINO OF THE EASTIN6 '� v - - _ PROPERTY LIEA40"Y BW VARY FOAL ��MAY REfiARE TE ��- 010115-%L MAY W REODNED BY O PEG41Tg TO OEDIOATE PROPERTY TO 04 YORK STATE THE P914,111 ENNNEOL - I 2.THE OFFSET 5TWP MNIWM WDM SHALL BE 1 FT.IN L1-.1 ARRAS MW IMLITY POLL'S HR LOWED W THE 'SNOW I STORW STWP'OR TETE An Wm. } 3.Om"Im Nom Z NO I I I I 4.THE 5 GE CF THE STORASTRIP SXNL BE O SHOULDER AS FOU.01,6 -T7 ^9/4'FAT CeON I I N ITEM 606024 AT 3 IN.T KK AND .DINT AT CB11H2 GI ITE)60644,4INGfES TNOC AHb SCARED 90)NOES 4=6" MIN_ OF APRON Cam To Cam T I I lS I GI Inm 61201 OR OTHER MATENNS-THEM MATERIALS IT 0/m Rnff! MAY ONLY BE LEBO WERE THEIR USE 15 IN KING I I I WTH 1 E GNARAGTBS5TK5 OF THE FAFIIliamme AREA LWIAP AND WERE APPROVAL FOR MIR USE* BEN OETNN'D 11E140N.0101 p. FROM KILL ABBIGY(STATE fALNIY,TOWL OR p AFw.FJ �p WNOI WLL MAINTAIN THE UJIOYM STORASE STWP AREA. / r \ 5.THE MWMM CHEM WIDTH OF SOB4ALK5 SHALL p 1yYt Be FIVE 0)_ . ..... . .. . .. p H,H7 (7YP.BOTH SIDES) \ \ b.THE MAXIMUM SOBWALK GRO5&PITW SHALL ITB4 402 UM .. ...... ... ..•. . .. .. A NO / \ BE1/4'PER FOO. SHOULDER EASnN5 PAVEMENT sow p IE GjRmNs ITEM 106060103 ITE" IOL792WI ITEM 030 DRIVEWAY WIDTH s' SEE SECTIONS 234.10, M" MIN. r I 238.1, 238.4, 238.- , N1501295MY TO T MTFNN X15T1 PA E 54,2, 301 .2 AND FL AG WORK DRIVEWONSRUGTION A ryr LI25LOPE.MPJ MO RESURFAGIN6) SUBCHAPTER G. TREE AREA W m NOT TO 5GALE NOT TO SCALE ASPHALT PAVENEW GON5TRlI071014 ITEMS, Nl SKEET DA(M'SDOT FILE 4280.121) 'z l X Z LL 205.01 IINGLA55INED EXCAVATION AND EMIDANKFENMT ry� ITd04J011 SLE BASE C4%IR9E - TYPE 1011 403.11 ASPHALT C404CRETE - TYPE I BASE GOURSE p 2 RESERVED 405.15 ASPHALT CONCRETE - TYPES BINDER CaR E B 403.TIOI ASPHALT GONERIFM - TYPE 6F TOP COURSE PARKING FRICTION CON MARSHALL DESIGN d) 403.21 ASPHALT CONCRETE-TWIEIHIS NV LEVELING COURSE 4090101 TACK COAT 1�yl 44030 MSCE.LAW06 COLD MILLING OF BITUMINOUS CONCRETE a 490.40 MISCELLANEOUS GOLD MILLING OF PORTLAND CEMENT CONGREM {-LI 10507.5505 5AW CBTTIN6 PORTLAND GEMENT WNCRETE 63305 7 FI CLEANINS,SEALING AND FAILLLIW IN5 ,DINTS AM CRACKS W ' - EN6INEERi 054-6 E �FNE (N.Y.5.D.O.T.) ' f (5EE 51TE PLAN FOR LOCATION) F; NEM YORK STATE D.O .T. DETAIL5 HA'NDIGA � EARKIN6 516N a o NOT TO 5GALE FSSIONI*� JEFFREY T. BUTLER, P.E. 00)0 LUZ � Lo Fz zz Lu O � w # 1 cn J PACE ' -20805 6 Of NY500T GASE # 04 �nL U:•�OEHS1fiNFD,pl=UANTTo SOUflrGLOIOWN CODE SECTION _ too 25411)ACKNOLPOOI'S THAT THE CUt1BR10NS OF ME SHE PLAN noN OF APPROVAI.DATED .P,j Rj Sxo uSp ARE ACCEPTED(EE COPIDFHON90NRESOLt1110171 "t ��pp "" ��"""""" / • D� A.. rLEASE ewNrNnmE •� ✓�� `i fn h5�0Ya~/M�� f.,,-oti � .aTE°s -� A:I"n!Ji12L GNATUAE TITLE Ai'ng,_GPA itY 4 TOWN OF SOU'IIIOL;: rLANNING BOARD at AUT ORILEOSIGNA U IITLE• NOTE:The approved site development plan$hall be valid for a period of three(3)years from the date of approval as per eod=_ secflon 100-255• i a i t 3- 4tr i � Y �Ar —�vo14T'MV�i _ . ° . -tet.-Yv,� M��re\c•�A�C37 5'-•ro'+�T--- o w_ - r► ( V�f�j�SYP-�GN'�cotP�- -I - It �- • -Ash : — I FC[i ? ^ OD', — 7Rs�*7yr�a� i i GJr+T. I -4�-7- a4 -3 ( ---- -- �WN t : M1r44Ai1r_`�kaNNc��-\� r I � • OF PLANNING BOARD MEMBEk.a so MAILING ADDRESS: (/�yO • P.O. Box 1179 JERILYN B.WOODHOUSE hQ l� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J. CREMERS da Town Hall Annex KENNETH L.EDWARDSMARN H. SIDOR ,�a�p 54375 State Route 25 GEORGE D SOLOMON Oly�'Qu,M �`(.� (car. Main ims. &Youngs Ave.) 1 j 1 Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 12, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC. Located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, Greenport SCTM#1000-45-4-3.1 Zone: B General Business District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, April 11, 2005: WHEREAS, March 14, 2005, the Southold Town Planning Board hereby held the public hearing open pending approval of the New York State Department of Transportation for the highway work permit to include a N.Y.S. Road 25 entrance; be it therefore RESOLVED, that the Southold Town Planning Board closes the final public hearing on the Site Plan known as Greenport Development Heights; and WHEREAS, the applicant, Michael J. & Joy E. Domino for Greenport Heights Development, LLC. proposes the site plan for a new 3,950 sq. ft. building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq. ft. of second floor storage/mechanical space on a 1.521 acre parcel in the B Zone; and WHEREAS, Greenport Heights Development, LLC. is the owner of the property known as SCTM#1000-45-4-3.1 located approximately 775' w/o Moores Lane, on the n/s/o NYS Road 25, in Greenport; and WHEREAS, on December 9, 2003, the Southold Town Planning Board, acting under the State Environmental Quality Review Act (6 NYCRR), Part 617.5 © 7, made a determination that the proposed action is a Type II and not subject to review; and WHEREAS, on March 20, 2004, the Greenport Fire Department recommended that fire protection is adequate and the Planning Board has accepted this recommendation; and Greenport Development Heights LLC — Page Two — 04/12/05 WHEREAS, on June 22, 2004, the New York State Department of Environmental Conservation reviewed an application and issued a letter of non-jurisdiction under Permit Number 1-4738-03361/0001 and the Planning Board has accepted this letter of non-jurisdiction; and WHEREAS, on June 28, 2004, the Southold Town Trustees reviewed a site plan by Jeffrey T. Butler, P.E. and survey by Joseph A. Ingegno and determined the proposed construction to be out of Wetland Jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code and the Planning Board has accepted this determination; and WHEREAS, on August 3, 2004, the Southold Town Engineering Inspector reviewed and approved the proposed drainage and the Planning Board accepted this approval; and WHEREAS, on August 30, 2004, the Southold Town Building Inspector reviewed and certified the site plan for "Retail & Restaurant" use; and WHEREAS, on February 28, 2005, the Planning Board received a revised landscape plan dated August 23, 2004 drawn by Michael Shannon, R.L.A., designed to mitigate the visual impact of the building's east and south elevations from the road and the Planning Board has accepted this landscape plan in lieu of additional revisions to the architectural drawings. (This landscape plan supersedes landscaping shown on the plan prepared by Jeffrey T. Butler dated October 22, 2003 and revised March 9, 2005); and WHEREAS, between December 2, 2003 and April 29, 2004 the Architectural Review Committee made several recommendations to modify the orientation and design elements of the proposed structure in order to enhance the Scenic Byway designation of State Road 25 as well as the appearance of the primary corridor into Greenport Village; most of which have been accepted by the Planning Board as noted previously; and WHEREAS, on March 11, 2005, the Suffolk County Department of Health Services reviewed and approved an application for this site plan and issued the Reference Number C10-03-0014; and WHEREAS, on April 6, 2005, the Planning Board received a revised site plan drawing 1 of 7 & 5 of 7 prepared and certified by Joseph Ingegno and by Jeffrey T. Butler Professional Engineer, dated February 3, 2004 and last revised April 4, 2005 designed by the applicant to further mitigate the visual impact of the buildings east and south elevations from the road and the Planning Board has accepted this revision. (This plan supersedes the plan prepared by Jeffrey T. Butler dated October 22, 2003 and revised March 9, 2005); and WHEREAS, on April 7, 2005, the Southold Town Building Inspector reviewed and certified a revised site plan prepared and certified by Joseph Ingegno and by Jeffrey T. Butler Professional Engineer, dated February 3, 2004 and last revised April 4, 2005 for "Retail & Restaurant" use; and Greenport Development Heights LLC — Page Three — 04/12/05 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, the following four items are incorporated and included in the site plan: 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 materials and construction specifications as submitted by the applicant and received by the Planning Department on December 8, 2003 are to be incorporated in the project scope. 3. All signs shall meet Southold Town Zoning Codes and shall be subject to approval of the Southold Town Building Inspector. 4. At such time that the commercial property to the east is the subject of an approved site plan, a cross-over to the adjoining parking area to the rear shall be permitted; and WHEREAS, on April 11, 2005 at the Public Hearing the applicant submitted the New York State Department of Transportation site plan and Highway Work Permit Number 10-05-0035 approved on April 7, 2005, and the Planning Board has accepted this approval; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; be it further RESOLVED, that the Southold Town Planning Board grant final approval of the site plan prepared and certified by Jeffrey T. Butler Professional Engineer, dated October 22, 2003 and last revised April 4, 2005 and authorize the Chairperson to endorse the final site plans subject to.a one-year review from the date of issuance of the building permit. c"�_-Acne uo Enclosed 4o y-of the approved site plan for your records. Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn B. Woodhouse Chairperson Enc. cc: Building Department Town Engineering Inspector Board of Trustees 0 SITE PLAN STATUS REPORT SITE PLAN TYPE: AMENll 'D_NEW_WITHDRAWN INCOMPLETE_ PROJECT NAME: I-el LOCATION: 7S rJc�o ONEI:/": ZONE2:_ ZONE3:_ 74 3( S p [ ,a HAMLET: y �/r SCTM# 1000 - - 3 OWNER NAME: y .?�;,`fit TEL# APPLICANT NAME: /p oG rP (--) 7 E }}'_ 7c TEL# PROJECT DESCRIPTION THIS SITE PLAN IS FOR A,,,.� 3 q (� �f—�' � ON THE ZONE LOCATED AT '73 d J� ,.� S / ACRES PARCEL IN C'.7 .� J✓T c wr a.c IN'_ orrc;.� P"_T SCTM#1000- - - (SEE ABOVE). PRE-SUBMISSION WRITTEN RE UES-: DATE PRE-SUBMISSION CONFERENCE WITHIN 30 DAYS OF WRITTEN REVEST INFORMAL RE UEST FOR REVISIONS: PRE-WORK SESSION: '-"r ''• - Ll / l C� APPLICATION RECEIVED : �.���,.., , PAYMENT RECEIVED: // 3 �C(riuR7 AMOUNT RECEIVED:$` �/ j' FEE NEW APPLICATION WORKSESSION HIN 10 DAYS OF RECEIPT APPLICANT ADVISED OF NECESSARY REVISIONS WITHIN 30 DAYS OF REVIEW , REVISED SUBMISSION RECEIVED �115s/S7_3 �,s, LEAD AGENCY: c<rr .:� iU,,,,, S .�-+3 �,,,, p 2 s TOS_ OTHER_ COORDINATED: UNCOORDINATED: SE RA DETERMINATION : �TYPE'I:_TYPE2:_%,!!!�UNLISTED:—) RECEIVED/REVIEW: DRAINAGE PLAN: RECEIVED DATE REVIEWED DATE LANDSCAPE PLAN: LIGHTING PLAN: — REFERRED FOR APPROVALS: REFERRED DATE ZONING BOARD OF APPEALS:APPEALM a /3 / �4 APPROVAL DATE NOTES BOARD OF TRUSTEE'S: r{ ---// a Lel a 3 / oa sA BUILDING DEPARTMENT CERTIFICATIO a,< F-/o C't !U �/ l /S / a3 TOWN ENGINEER APPROVAL: / cO rc. 04 14 ARCHITECTURAL REVIEW COMMITTEE /? -7 ` e_. DEP.OF TRANSPORTATION:DOT-/,DPW_ TOS ( O , < " ' " '^ + SUFFOLK COUNTY DEPT OF HEALTH.'7-/0-G3-fJ01.�e SUFFOLK COUNTY DEPARTMENT OF PLANNING: 3 FIRE COMMISSIONERS: /� q/ // l /� l 03 • TOWN OS o Q ORNEY C&R'S - REFERRED DATE APPROVAL DgTE DRAFT COVENANTS AND RESTRICTIONS: NOTES FILED COVENANTS AND RESTRICTIONS: _// PLANNING BOARD APPROVALS PREPARED: CONDITIONAL FINAL:—/ /— FINAL: ENDORSEMENT OF SITE PLAN: NOTES y FINAL SITE PLAN INSPECTION: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT / / TOWN ENG GEN AL NOTES: r V F a z v1�rl 4-c z - C v� p1v1 Submission Without a Cover Letter Sender: �A J rn p Subject: 6V- . n I SCTM#: 1000 - 4 � Date: � \2 Cl Comments: �o� b as - �u Sic ( avi I � Fi' A 2007.1 L 1 ?"`WIPY3 V[ [-'.ID.BTTvk G`T aene.�[a[R'Y�.vfE •i� Y dF9rMi4. MAILING DR PLANNING BOARD MEMBERS �pF SOUIy • P.O. Boox 1179 S: JERILYN B.WOODHOUSE ��� �� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS H Town Hall Annex MARTIN H.SIDOR �p�p� (cor. Ma54375 State Route 25 GEORGE D.SOLOMONJOSEPH L.TOWN END Ol�C'oU0 N Southold, ouin Youngs Ave.) h d, NY IY 1, Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE April 23, 2007 TOWN OF SOUTHOLD Michael J. Domino Greenport Heights Development, LLC. P.O. Box 75 Southold,New York 11971 Re: Greenport Heights Development 74365 Main Road, Greenport,NY SCTM# : 1000-45-4-3.1 Dear Mr. Domino: At the written request of Michael J. Domino date received February 8, 2007 requesting final site plan inspection, Planning Department staff performed a site visit on February 21,2007. In reference to the above, the Planning Board held a work session on April 23,2007 to discuss the submitted materials, including the approved site plan and resolution dated Apra 12, 2005 and the `as-built'plan dated October 22, 2003 and last revised April 17, 2007. This is to inform you that the site plan requirements have been satisfied and include the following items: • The Planning Board is in receipt of the certification from the Building Department dated April 20, 2007. As per the certification from the Building Department, "The proposed uses retail, offices & restaurant are permitted in this B district and are so certified". • The Planning Board acknowledges the parking for the change in use from storage to office space, including bathrooms, on the 2"d floor. • The Planning Board approves the reconfiguration of the existing and land-banked parking as shown on the plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17,2007. • The Planning Board accepts the amended drainage shown on the plan, as reviewed and accepted by the Town Engineer in a letter dated April 18, 2007,including the proposed additional leaching pools in the land-banked parking area. The applicant agrees to open up and install the land-banked parking and drainage, as shown on the approved plan, in the event the Planning Board determines it is required. • All handicap parking stalls, access aisles and signage must comply with New York State Code and ADA requirements. • The Planning Board approves the installation of all lighting no later than June 29,2007. If the lighting is not installed by June 29, 2007, the applicant must request an extension from the Planning Board, in writing, detailing the expected time of completion. 0 0 Greenport Heights Development Page Two April 23, 2007 • 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. All lighting must meet town code requirements. • The Planning Board approves the installation of all landscaping in the Spring of 2007. The Planning Board recognizes that, due to weather constraints,this will be completed no later than June 29, 2007. If the landscaping is not installed by June 29, 2007, the applicant must request an extension from the Planning Board, in writing, detailing the expected time of completion. • The applicant agrees the electric transformer located on the east side of the building must be screened with vegetation to the best extent practicable. • As per landscape survivability,the applicant agrees to replace any of the landscaping which dies within three (3) years of planting. • As per Town Code X5280-127, "any change in use or intensity of use which will affect the characteristics of the site in terms of parking,loading, access, drainage, open space or utilities will require site plan approval". — • The applicant continues to agree with the following resolution dated May 10,2005 which states: o At such time that the commercial property to the east is the subject of an approved site plan, a cross-over be permitted to the adjoining parking area on the north side of the building at the discretion of the Planning Board if warranted. • On November 21, 2006,the Planning Board agreed to accept the change of the parking lot surface from pavement to recycled crushed concrete as approved on the site plan approval dated April 12, 2005. As per the letter from the applicant date received November 15, 2006,the applicant agrees "Should the RCA not perform as anticipated we will remove it so that black top can be installed as per the original specifications". Please find enclosed a signed approved `as-built' site plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17, 2007. This letter does not condone any changes from the as-built site plan and approvals from other agencies if required. Respectfully yours, G m rge D. Solomo Planning Board Member Cc: File Building Department (with stamped plan) Engineering Department (with stamped plan) Enc.: One (1) signed approved `as-built' site plan prepared and certified by Jeffrey T. Butler dated October 22, 2003 and last revised April 17, 2007. • • SvtbF Ps �p�F�A'c Amyl SCOTT A. RUSSELL JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765-1366 �� Q�' Tel.(516)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse April 18, 2007 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Greenport Heights Development Site Plan State Route 25, Main Road, Greenport, NY SCTM #: 1000-45-04-3.1 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the amended site plan for the above referenced project. This plan has a revision date of 4/17/07 and has been prepared by the office of Jeffery Butler, P.E. The site plan has been amended to include expanded parking and future drainage to accommodate the proposed expansion of the parking area. At this time, the drainage design proposed on this drawing meets the minimum requirements of Town Code. If you have any questions concerning this report, please contact my office. c rely, pEE ames A. Richter, R.A. APR 19 2007 Southold Town %anni Board • • MAILING ADDRESS: PLANNING BOARD MEMBERS q so�r� P.O. Box 1179 JERILYN B.WOODHOUSE �0� Old Southold, NY 11971 Chair 11 #t OFFICE LOCATION: KENNETH L.EDWARDS H Town Hall Annex MARTIN H. SIDOR G C 54375 State Route 25 GEORGE D. SOLOMON Q • �� (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND coum Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: James Richter, Town Engineer From: Amy Thiel,Senior Planne> Date: 18 April 2007 Re: Greenport Development Heights 74365 Main Road, Greenport,NY SCTM N : 1000-45-4-3.1 Please find enclosed a revised`as-built'site plan for the above referenced project dated October 22, 2003 and last revised AprR17,2007. This plan details additional drainage that would be installed if the Planning Board requires the land-banked parking to be opened. Please be aware the Planning Board discussed this application at the work session on Monday,March 26, 2007 and is requiring comments from your office as well as certification from the Building Department for the conversion of the 2nd floor from storage to office space. Please review for comments. Please let me know if you have any questions or need anything further. Thank you in advance. Cc: File Enc: 1 `as-built'site plan prepared by Jeffrey T. Butler, P.E. dated October 22,2003 and last revised April 7, 2007 MAILING ADDRESS: PLANNING BOARD MEMBERS ��q SO(/j�o P.O. Box 1179 JERILYN B.WOODHOUSE � l0 Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS N �c Town Hall Annex MARTIN H. SIDOR � �p� 54375 State Route 25 GEORGE D. SOLOMONly 'M ..�1 (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND cou " Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector From Amy Thiel,Senior Planner Date: 18 April 2007 Re: Greenport Development Heights 74365 Main Road, Greenport,NY SGTM# : 1000-45-4-3.1 The Planning Board has been asked for a final site plan inspection for the approved site plan and resolution dated April 12, 2005. Please find enclosed a revised `as-built'site plan for the above referenced project dated October 22, 2003 and last revised April 17, 2007. This plan details additional drainage that would be installed if the Planning Board requires the land-banked parking to be opened. Please be aware the Planning Board discussed this application at the work session on Monday,March 26, 2007 and is requiring certification from the Building Department for the conversion of the 2' floor from storage to office space. Please review for certification. If possible,please return the enclosed site plan to this Department after your review. Following Planning Board's approval of this project, an approved stamped plan will be sent to you. Please let me know if you have any questions or need anything further. Thank you in advance. Gc: File Enc: 1 `as-built' site plan prepared by Jeffrey T. Butler,P.E. dated October 22,2003 and last revised April 17, 2007 Pg pF SOUjyolo Town Hall,53095 Main Road T Fax(631)765-9502 P.O. Box 1179 CA Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM - ,--.., _ TO: Jerilyn B. Woodhouse, Planning Board ChairpersonFIT) FROM: Michael J. Verity, Chief Building Inspector DATE: April 20, 2007 RE: Revised Final Site Plan — REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Greenport Heights Development Location: 74365 Main Road, Greenport SCTM# 1000—Section 45- Block 4— Lot 3.1 Date: October 22, 2003 Revised Date: April 17, 2007 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 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 USES *RETAIL, OFFICES & RESTAURANT ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED. * Certification based on information received from Joseph Ingegno dated February 03, 2004 and Jeff Butler dated April 04, 2005. Chief Building Inspector ir Michael J. Verity Submission Without a Cover Letter Sender: Subject: �. Nil � 7/1 SCTM#: 1000 - Date: r Comments: ECM APR 17 2007 Southold Town Ptanm Board .. • MAILING ADDRESS: PLANNING BOARD MEMBERS �pF so P.O. Box 1179 JERILYN B.WOODHOUSE ��� Ql� Southold, NY 11971 Chair l ( J OFFICE LOCATION: KENNETH L. EDWARDS y Town Hall Annex MARTIN H. SIDOR T 54375 State Route 25 GEORGE D. SOLOMON 'M (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND 'YCQU Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 2, 2007 Michael J.Domino Greenport Heights Development, LLC. P.O. Box 75 Southold,New York 11971 Re: Greenport Heights Development 74365 Main Road, Greenport, NY SLIM# : 1000-45-4-3.1 Dear Mr. Domino: The Planning Board is in receipt of your revised plan prepared by Jeffrey T. Butler dated October 22, 2003 and last revised March 27,2007 showing the corrected parking, including the increased land banked parking area. In order to complete the final site plan sign off for the above referenced property,please submit three (3) revised plans showing drainage calculations for the existing parking area and the proposed land banked parking area. Please be aware the drainage calculations may have changed as a result of the increase in the land banked parking area. Planning Department staff will expedite final site plan sign off once corrected plans have been received. Please do not hesitate to contact this office should you have any questions or need anything further. Sincerely, George D. Solomon Planning Board Member Cc: File Planning Board Michael J. Verity, Chief Building Inspector James A Richter, Town Engineer Submission Without a Cover Letter r Sender: Subject: SCTM#: 1000 - '4 — �• . Date: Lf 0 / Comments: j� AFS _ �� 2001 V SOUryo ti l0 Town Hall,53095 Main Road Fax (631) 765-9502 P.O. Box 1179 l Q Telephone(631)765-1802 Southold. New York 11971 0959 OOUNTV,� . 1 n 7 j BUILDING DEPARTMENT 3 r TOWN OF SOUTHOLD � - API.6CATION FOR SIGN PERMIT Date: OS - 13 -6 7 Application #t SCTM# 1000- y5" d el Zone District: b,s sh eSs Fee: $75.00 perA�9,YA.l Z A-W I Y,rsa!x r"I ^• Type of Sign(s)�, Ground [v]� Roof[ ] 'A'all [ ) Other: Applicant� I {}s J),?v-,, L /-c . /4. Ooml Phonc li // Z7=0f Y3, -177- 3 Business Name: ��rr �/ fJ �e u e Sign Property Location: -7 Ll 3_� 5� /�lQjh� (r✓eFn orf. Property Owner: ,co ke a-"71t- The following items are required along with the completed application. (1) Survey or accurate plot plan showing location of existing and proposed sign(s), building width facing streets. (2) Colored drawings with sizes and types of material of proposed sign(s), or photos of existing signs. Signs cannot be installed until the applicant receives a sign permit application approved and signed by the Building Inspector. After the sign(s) have been installed, the applicant shall request an inspection by the Building Inspector. If thee sign(s) are in compliance, a sign permit %F ill be issued and niailcd to: ve�/�uvf ]�s lJ�u -)11-3.1 J- P/7, - Gr�e n�Affvd" 4'1•� � l � �f� a1 STATE OF NE-W YORK) COUNTY OF k Jv Applicant { } Agent for applicant, hereby agree to abide by the conditions and requirements of Article XIX SIGNS of the Zoning Code of the Town of Southold and other applicable laws, rules and regulations pertaining to such signs. Signature of pplicant Sworn to before me this. day of -Atal-e- k--- 200 7 LRIDAS > IIRI Notary Public,State of NW Yxk No.4948506 G Cc C, 4IMnisuion ed�a Much?0, ,,_,,.0 7 Notary Public - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Examined: 20 Approved: ' 20 --� Disapprove arc: 4 w din In$ ct r Submission Without a Cover Letter Sender: Subject: SCTM#: 1000 - Date: Comments: a4-,� Isiess- • • MAILING ADDRESS: PLANNING BOARD MEMBERS V so P.O. Box 1179 JERILYN B.WOODHOUSE ��`�` yQIO Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H.SIDOR 0 54375 State Route 25 GEORGE D.SOLOMON �� (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND �UNV Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: James Richter, Town Engineer From: Amy Thiel, SeniorPlanner Date: 27 March 2007 Re: Greenport Development Heights 74365 Main Road, Greenport,NY SCTM# : 1000-45-4-3.1 The Planning Board has been asked for a final site plan inspection for the approved site plan and resolution dated April 12, 2005. Please find enclosed an `as-built'plan dated October 22,2003 and last revised March 14, 2007. Please be aware the Planning Board discussed this application at the work session on Monday, March 26,2007 and is requiring comments from your office as well as certification from the Building Department for the conversion of the 2"d floor from storage to office space. Please review for comments. Please let me know if you have any questions or need anything further. Thank you in advance. Cc: File MAILING ADDRESS: PLANNING BOARD MEMBERS �OF sour P.O. Box 1179 JERILYN B.WOODHOUSE ��� yOlo Southold, NY 11971 Chair y OFFICE LOCATION: KENNETH L. EDWARDS N Town Hall Annex MARTIN H.SIDOR • 54375 State Route 25 EJOSEPHPH L. TOWNSERGE D. OND O��COU,M (cor. MaSouthold, ouin h d, NY Youngs Ave.) Irl, Ccs` Telephone: 631765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD To: Michael J. Verity, Chief Building Inspector From: Amy Thiel, Senior Planner Date: 27 March 2007 Re: Greenport Development Heights 74365 Main Road, Greenport,NY SLIM# : 1000-45-4-3.1 The Planning Board has been asked for a final site plan inspection for the approved site plan and resolution dated April 12,2005. Please find enclosed an `as-built'plan dated October 22,2003 and last revised March 14, 2007. Please be aware the Planning Board discussed this application at the work session on Monday, March 26,2007 and is requiring certification from the Building Department for the conversion of the 2"d floor from storage to office space and comments from the Town Engineer. Please review for certification. Please let me know if you have any questions or need anything further. Thank you in advance. Cc: File MAILING ADDRESS: PLANNING BOARD MEMBERS �pF SO(/ry P.O. Box 1179 JERILYN B.WOODHOUSE ��� Old Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS y Town Hall Annex MARTIN H.SIDOR 54375 State Route 25 GEORGE D.JOSEPH L.TOWN END ��DUIY � � (cor. MaSouthold,in NY Youngs Ave.) Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD To: Planning Board Members From Amy Thiel,Senior Planner Date: 26 March 2007 Re: Greenport Development Heights 74365 Main Road, Greenport,NY SCTM# : 1000-45-4-3.1 Please find below a list of the following things missing/incorrect/changed on the `as-built'plan submitted to this office: • Parking is currently being shown in the cross over access area to the property to the west. This type of landbanked parking should be shown elsewhere. • The applicant indicated at the work session with Planning Board that the gravel parking are would be labeled as `future asphalt parking'. This has not been shown. • The applicant should inform the Planning Board if the lighting has been installed. • The applicant should inform the Planning Board when the landscaping will be completed. • The final sign off should a condition that a future cross over may be required, as per the approved resolution dated April 12, 2005 with approved language revisions dated May 10, 2005. • M. Verity has confirmed that he will certify the office use — this will need to be obtained prior to final sign-off. • The Town Engineer will also need to provide a final sign off of the revised drainage. • The applicant will need to obtain a sign permit for the existing sign. It appeals the sign is located right in the middle of the proposed landscaping. The applicant should explain this. • The size of the dumpster pad has been reduce from the approved site plan. • The hatched space on the building (on the `as-built') should be explained. Submission Without a Cover Letter Sender: J 0 y 1) Subject: �,�04,L ` 1 l SCTM#: 1000 - Z/ ' q . . Date: 2 2 Ma— (1V 2r Comments: l � hn�/t�l _.._ ', i rJ,r,R 2 2 Lr7 L__ PERM 46b (4192) • State of New York • ' Department of Transportation HIGHWAY WORK PERMIT DISPOSITION / PERMIT NO. 1`D-(9.(--D03 S- RETURN DEP/BOND TO � �// REG: to ////////,����R��7�E��n�S��,�I��_�DEN•C�_�Y:: --//--- CURRENT ADDR. /' 0, PERMITTEE: n VI WORK AUTHORIZED BY THIS PERMIT HAS BEEN SATISFACTORILY COMPLfT -w CHECK �� ONE [ ] CANCEL PERMIT — WORK NOT COMPLETED [ ] CLOSE PERMIT ONLY — NO DEPOSIT OR BOND r DEPOSIT AMOUNT: [ ] REFUND OF DEPOSIT IS AUTHORIZED [ ] FORFEITURE OF DEPOSIT IS AUTHORIZED CHECK ONE /, RETURN : t`0, 000-'9'O J 0l 000.OA BOND NUMBER: 6�V a ��0� LV] RETURN OF BOND IS AUTHORIZED [ ] AMOUNT CHARGED AGAINST BOND FOR THIS PERMIT MAY BE RELEASED [ ] RETAIN BOND FOR FUTURE PERMITS [ ] RECOVER FROM BOND FOR D DA�AMAGE/INCOMPLETE WORK FOR $ DATE: 07 -ffC=PN M. �VDWl Cr Res/Ass't Res Engineer APPROVAL OF AUTHORIZED ACTION FORWARD TO HIGHWAY PERM AGENT OR PR C SING DATE: V Regional Pernfrt&Vneer DATE, ACTION: Permit Closed(Recorded in Highway Work Program as Completed) Forwarded to Highway Permit Agent Deposit/Bond Returned/Released Other: , M.k0 MAO.13. ALL SPRINKLER HEADS TO BE MANUFACTURED BY 'VIKING OR APPROVED EGIUAL. Th bGIV e Iocated Ynpetot s ipl�b�otl d 1 „�morAPVWA� SUPPLY TO BE INSTALLED PER SGWA STANDARDS AND SUBJECT TO LOCAL � c6 ° 0epl ,K VALVE 0 0 0 I F (o 4"x 2 2" x 2 " E)IM. CONN. 5TORAOE 4 PEOPLE A FIRE AND SMOKE DETECTION SYSTEM GHEGK SHALL � IINSTALLED IN NGE THTC"4 OF SOUTHOLD CODE Oo 0 0 0 y�; FOYER 1 HOUR WALLr7 E Q 5EE DETAIL d ��rr ON SHEET 2 0 GA5T IRON 00 0 (o 0 e STORAGE 4 PEOPLE ' A FIRE AND SMOKE DETECTION SYSTEM SHALL BE IN5TALLED IN ACCORDANCE WITH TOWN OF 50UTHOLD GORE BORE CORROSION NT OUTLET 61VIN6 0 (o 0 NJIVALENT TO ONE CR �W IN WARM _ TO OUTSIDE. 5ECe(2W FLOOR FIL S-,AI F: 1/4"=PO" 1ELD INS TION REPORT DATE COMMENTS FOUNDATION(1ST) y ------------------------------------ FOUNDATION(2ND) T J� ROUGH FRAMING& PLUMBING • A _ r INSULATION PER N.Y. STATE ENERGY CODE �Q - m - - --- FINAL ADDITI NAL COMMENTS jNss��zno ,A1�c�rznFicA �r�_fi-IAT E�wavST i� -- --- ----- — - - - - k�Ci I1AS � iJ �n1S /tZL F}CcuQ�'n�C� T) cine . I jS 1 m-- U -- --- _4Q.�bi r ©o -� P (� z y x LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPHe Type: Approved Project Type: Site Plans Status: Final Approval SCTM # : 1000 - 45.-4-3.1 Project Name: Greenport Heights Development LLC Address: 74365 Main Street Hamlet: Greenport Applicant Name: Mike Domino and Joy Domino for Grpt Heights Dev.co Owner Name: Mike Domino Zone 1: B Approval Date: 4/12/2004 OPTIONAL ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 4/12/2005 Zone 2: Zone 3: Location: approximately 775' west of Moores Lane on the north side of NYS Road 25 SC Filing Date: Cand R's : Home Assoc: R and M Agreement: �D / MAY 2 c 4U ,7 SCAN R„c PLANNING BOARD MEMBERS �OgUFFO(,� BENNETT ORLOWSKI,JR. CQG P.O. Box 1179 Chairman ��O y� Town Hall, 53095 State Route 25 RICHARD CAGGLSNO y Southold, New York 11971-0959 WILLIAM J. CREMERS • Telephone (631) 765-1938 KENNETH L. EDWARDS MARTIN H. SIDOR 4, O Fax (631) 765-3136 � Date Received PLANNING BOARD OFFICE �ilingCF Fee TOWN OF SOUTHOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN /New e of Use Re-use --- = _Extension j _Revision of Approved Site Plan ^� i 1 S; Name of Business or Site: G fZE=N POP T 0 i rITS - SCTM#: 1000 11a o y 3 / Location: F1?0:y7 SrReer ( KECN'por?T Address: 7 nb,_ Wt.I;N Z n. GtzrcNVuKT Name of Applicant: c H rc S . Address of Applicant: d570 ©t-0 NOU i H Rd Sou- G aiV N y Telephone: -71, s7 Y`Foz Owner of Land: r P l;c " , Agent or Person responsible n for application: Address: J 7 Telephone: Site plans prepared by: f E e (3 L a t F License No. _03 3�" Address: f.0 Bo 6 a4 Telephone: b3 i - il Sc Eby ( 31 - zoJ- yySu / Page 3 Planning Board Site Plan Application / S</ Total Land Area of Site (acres or square feet) ZS _Zoning District e'w,nt Existing Use of Site armer�y ,; Proposed Uses on Site. Sho II uses proposed and existing. Indicate which building will have which use. If more than one use Is proposed per building, indicate square footage of floor area that will be reserved per use. / 2oC f wj /r bt re e -a jes re ht: ref' 1. Gross Floor Area of Existing Structure(s) .L o a Gross Floor Area of Proposed Structure(s) 03.62 6L-`4. Percent of Lot Coverage by Bulidfng(s) 03 y7 ./„ Percent of Lot for Parking (where applicable) 0 °/. Percent of Lot for Landscaping (where applicable) Has applicant been granted a variance and/or special exception by _ 1\11 n 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 Other nio 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)MAV BE UNDERTAKEN UNTIL APPROVAL OF SITE PLAN BY PLANNING BOARD. VIOLATORS ARE SUBJECT TO PROSECUTION s Page 2 Planning Board Site Plan Appllcation APPLICANTS AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK _being duly sworn, deposes and says that he resides at 3J ` C_ OLD /�fQRllit _ R0,910_50 47- HOCA , /✓ �, in the State of New York, and that he is the owner of the �(above /property, or that he is the 6rcrei'/Lo nrlAc,fit a*4 of the Ci'�nPi,- f item)(tIs Oeyt? C.rw ]` LLC' (Title) I t T (Specify hether PartnerAlp or 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 (Owner) D n Slgnea -7t�,- 9, (Partner or Corporate otfloer and Title) Sworn to me this qday of c f f8(�CX3 (Notary Public) MELISSA McGOWAN Notary Public,State of New York No.49fD59f 3 aualified In Suffolk County Commission Expires May 4,20 (,' 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: 1 . 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 r 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 Plans The applicant is aware of the terms of this approval and certifies to these terms by his/her signature below. y LcC Re: C'rC��nrr /-/c'<<�F ��^eti°l�oilccL1 � t'r�l' SCTM#: 1000- Applicant Date APPLICANT . TRANSACTIONAL DISCLOSDRR FORM TheInt Town of Southold •s Code of Ethics prohlUi is conf l_l cts of interest otl the part of town off iCers and employees The purpose of this form is to provide information which can alert the town of ossible conflicts of interest and allow it bo take whatever action is necessary to avoid same. YOUR NAME! fC? —✓ c,�� m� ,(t Of7l ( Last name , first name, middle 'intblaunh ss qq you are apply Lig In the name of romeol, e /FlitbW Ibno (, other entity, such as a company. If so, indican, the other person 's or Company 's name. ) NATURE OF APPLICATION_ (Check all that apply . ) Tax grievance _ Variance _ Change of zone Approval of plat Exemption from plat or official map Other jc. 4414- (If "Other, • na e the activity. ) Do you personally (or through your company, spouse, sibling, Parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship- includes by blood, marriage, or business interest_ -nusiness interest^ means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares- NO C /a(rfnarE of %ee ( YES Nv — ��Ce'/>f c'n9i7=oZ`Cc�, Toum `,J�e// Ml,ujz� aL Als / -r gas If you answered -YES, " complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself ( the applicant) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply ) ! A) the owner of greater than 5% of the shares of the corporate stock of the applicant (when the applicant is a corporation) ; R) the legal or beneficial owner of any interest in a noncorporate entity (when the applicant In not a corporation) ; C) an officer, director, partner, Or employee of the applicant; or D) the actual applicant . DESCRIPTION OF RELATIONSHIP Submitted this day of-199- q i q f199Siq n a t u rp-44AI f 17 ,,(,wlyrJ Print name SI1F PLAN (� PRE-SUBMISSION CONFERENCE CHECK UST DAT APPLICATION: You are required to obtain the following approvals: ((Suffolk County Department of Health Services: water supply, waste water disposal permit. 1- //Curb cut for State and County roads. (tel . Southold Town Trustees: dredging, bulkhead, wetlands, coastal hazard area. ( New York State Departmental of Environmental Conservation: bulkhead, dredging, tidal wetlands. ( ) , Southold Town Board of Appeals: variance, Interpretation, special exception. O . U.S. Army Corps of Engineers: bulkhead, dredging, ( ) . Greenport Village Utility: water If within village franchise area ( ) . NYNEX, Long Island Lighting Company: poles moved, other utility considerations. (Proof of Health Department Review or Exception: Staff will Indicate what type of approval is required. ( ) Suffolk County Dept. of Public Works. curb cut permit The Planning Board will also: Send a letter to the Fire Ristrlct for a recommendation on the need for a fire well or hydrant. t ) , Send to Suffolk County Plannlntg Commisslon for their review, (Condominiums only). (-✓. Send to the Town Engineering Inspector for /review of drainage and road profiles. (� . Send to the Building Department for certification. O . Send to the Town's Consultant's for price quote to review the Long Environmental Assessment Form (LEAF). Site Plan Check List [ ] Lot, block, section from tax map [� Name and address of landowner on record [ ] Names and addresses of adjoining landowners [� Name and address of applicant (if not same as landowner) [ ] Name and address of person preparing map (plan) sealed with license seal and signature [ ] Date of plan ( ] North point [ ] Location of all rights-of-way within 500 feet of property lines [ ] Key map showing location and owners of all adjoining lands within 500 feet at a scale of 1 inch equals 100 feet [✓' Existing zoning, including zone lines [ ] Scale, 1 inch equals 20 feet [ Existing contours with intervals of 2 feet or less [✓ Show wetlands [ ] Trees of 6 inches in diameter at a point 3 feel above the trunk base [ ] Location of any cultural and historical features within 500 feet of the property boundaries ( Existing building structures and utilities [ All uses of the site [ ] Paved areas including sidewalks and parking areas [[ Outdoor lighting Outdoor signs - sketch to scale and colors [� Grading, including existing and proposed topography with 2 feet contours / on site and 200 feet beyond the property line [✓] Spot elevations for buildings [� Location of landscaping, buffering, street tree plans [� Building elevations for all facades and floor plans showing proposed use [ / of floor area �j Show location of ground transformers, fire well and fire hydrants [\/If Show location of dumpster [� Percent lot coverage [ Percent landscaped [ ]� Data for architectural review(see attached sheet) [c/]/ Review required by Suffolk County Department of Health Services [v] Review by New York State Department of Transportation (NYSDOT) for curb cut permit [ ] Review by Suffolk County Department of Public Works (SCDPW) for curb cut permit [ it Review by New York State Department of Environmental Conservation (NYSDEC) [�1 Review by Southold Town Trustees (freshwater wetlands). Flag and show wetlands on plan [ ] Review required by Southold Town Zoning Board of Appeals [ ] Review required (permit) by Southold Town Board [ ] Other r • • The following information is to be submitted to the Architectural Review Committee after the Planning Board notifies you in writing that the application is acceptable_ The Planning Board office will attach a copy of a site plan to the following material: • Notations as to the type of building construction, proposed occupancy or use and the location of fire separation walls (if it projects beyond the building envelope). • Floor plans drawn to scale (1/4" = I' preferred) • Elevation drawings to scale of all sides of each building (1/4" = P preferred). The following information shall be shown on the drawings: Type and color of roofing-include sample Type and color of siding- include sample Type of windows and doors to be used; material and color of all windows and door frames-include sample Type and color of trim material- include sample • Rendering of binding if possible Notation of the type of heating/cooling equipment to be used. Show or indicate exterior locations of all equipment i.e., heat pumps, air conditioning compressors, etc. on plans and/or elevations. Type and locations of all roof-mounted mechanical equipment Type and locations of all mechanical equipment, plumbing and/or attic venting through _ } roof or building sidewall. Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos. Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. Photos of existing buildings and/or neighboring properties from four directions of project site, if possible. • Type, color and design of all exterior signage, both building-mounted and free standing. Please use this list as a checklist. Regretfully, we cannot accept incomplete submissions. Place all materials in a large manilla envelope with your application name printed on the outside. Large samples should be labeled. If you want samples returned, please note same on the label. THE ARCI-HTECTURAL REVIEW COMMI'T'TEE WOULD BE HAPPY TO MEET WITH YOU AT A PRE-SUBMISSION CONFERENCE PRIOR TO YOUR ACTUAL SUBMISSION JOY DOMINO MICHAEL J. DOMINO 50-791/214 1316 3590 OLD NORTH RD.,,P.O.BOX 75 0126327071 SOUTHOLD,NY 11971 DATE 297/[ �-Di TAY TO70-L-*-.n THE ORD i OF $ DOLLAR$ � �S -4 MEMO •YIAA� ��J ��//jj 214079i i3i6 ween; cict' { � • 14-162 (9/95)-7c • 617.20 S E Q R Appendix A Slate 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. Frequent- ly, there are aspects of a project that are subjective or unmeasureable. 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, manywho 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 a method 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 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 to evaluate whether or not the impact is actually important. DETERMINATION OF SIGNIFICANCE—Type 1 and Unlisted Actions Identify the Portions of EAF completed for this project: ❑ Part 1 ❑ 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 impacts) 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 a significant impact on the environment, therefore a positive declaration will be prepared. A Conditioned Negative Declaration is only valid for Unlisted Actions 7^Pc r./dd'7/- !./-d P4�9��5 �jC6rl(' /I 1-�'/ C. Com? CLQ' / l 0 Name of Action /�lCl - t rcz Name of Lead Agency Print orType Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If differentfrom responsible officer) Date 1 PART 1—PROJECT INFORMA-fION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effec on the environment. Please complete the entire form, Parts A through F. Answers to these questions will be considere, -as part of the application for approval and may be subject to further verification and public review. Provide any additiona 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 requirinq such additional work is unavailable, so indicate and specif,, each instance. NAME OF ACTION bre et ' )fail" ('-1� lC e Tt...� �c T , c s f�r via.P. LOCATION OF ACTION include Street Aooress, Municipality and County) -)YCn1 SfY1'e ( re �r , p f NAME OF APPLICANTISPONSOR H/�7C /-� BUSINESS TTEI E7PHONE ADDRESS p -' - rC67L�t/ /Cigrr/7G i1c(l7lP�� *. i✓-( ) 7 / - L)✓ `�� t , X35`/C� G/c� �fi/-rytl /iCCfl� ��( clTll�'�l/ C I TY/Po STATE ZIP CODE ��yT� NAME OF OWNER (If different) BUSINESS TELEPHONE ADDRESS CITYIPO STATE ZIP coo=- DESCRIPTION ODE DESCRIPTION OF ACTION / ( iYY7PZi' a.("i Cil G' r/N� 12)L/Sr/4' n e Os2C,r't� GL <�/SlYrc 1 L Please Complete Each Question—Indicate N.A. if not applicable A. Site Description Physical setting of overall project, both developed and undeveloped areas. 1. Present land use: ❑Urban ❑Industrial Commercial C],Pesidential (suburban) ❑Rural (non-farm ❑Forest ❑Agriculture ❑Other 2. Total acreage of project area: 62k, Zys°O :zl/r, acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) acres .3 Forested acres acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles b+. 25 of ECL) acres acres Water Surface Area acres acres Unvegetated (Rock, earth or fill) acres acres Roads, buildings and other paved surfaces acres acres Other (Indicate type) acres acres 3. What is prcdornlnant soil type(s) on project sito� C't/L f( (V/u:i-rilt� a. Soil drainage: Well drained �C.�(> g/" of site ❑Moderately well drained °o Of cite 7_'P0crIy" dram( d of Sac I). If any agricultural land is involved, how many acres of coil are rLlsslficd within 1011 group I through -I of the NY` Land Classification System) ac,s. (See 1 NY( RR 370). 4. Are there bedrock outcroppings on project sire? Utes x.l`In tea. What is depth to bedrock? (in feet) 2 5_ Approximate percentage of Posed Project site with slopes: -l0%0/C'O o O10-15% 6. Is project substantial) - 075% or greater Y contiguous to, or contain Registers of Historic Places? Dyes building, site, or district, listed on trj'("�,� ° a n te State or the National 7_ Is Project substantially contiguous to a site listed on the Register of 8_ What is the depth of the water table? S�uy g National Natural Landmarks? (in feet) Oyes o 9. Is site located over a primary, principal, or sole source aquifer? 10. Yes ❑No Do hunting, (ishin g or shell fishing opportunities presently exist in the Project area? Dys11. Does project site contain any species of plant or animal life that is identified as thatened�orN rendangered? ❑Yes (N1No According to Identify each species _ 12. Are there any unique or unusual land forms on the [)Yes Project site? (i.e-, �o Describe cliffs, dunes, other geological formations) 13. Is the Project site presently used by the community or neighborhood as an o Dyes )QNo If yes, explain Pen space or recreation area? 14. Does the prese t site include scenic views known to be important to the community? Dyes 09NO 15. Streams within or contiguous to project area: _ a. Name Of Stream and name of River to which it is tributary 16. Lakes, ponds, wetland areas within or contiguous to project area: a- Name .ti,` L.- 17. Is the site served by existingb. Size (In acres) public utilities? Yes a) If Yes, does sufficient capacity exist to allow connection? O b) If Yes, will improvements be necessary to allow connections Nyes ONO 18. Is the site located in an agricultural district certified DYes ONo g pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? Dyes ONO 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 jXINo . 20. Has the site ever been used for the disposal of solid or hazardous wastes? Oyes plNo B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate) a. Total contiguous acreage owned or controlled by Project sponsor / b. Project acreage to be developed: /-, acres. ( 7y rv7Y�� acres initially; C. Project acreage to remain undeveloped 15acres ultimately. ✓, d. Length of project, in miles: i ,4 acres. e. if the Project ro' is an expansion,�--(If appropriate) indicate percent of expansion proposed r f. Number of off-street parking spaces existing G %: g. Maximum vehicular trips generated per hour % Proposed /Y ___ (upon completion of project)? h. If residential: Number and type of housing units: One Family Two Famil&/ 4 Initially Multiple Family Condominium Ultimately i. Dimensions (in feet) of largest proposed strut[ ure _33L he--ight; ZO j. Linear feet of frontage along a public thoroughfare project will occupy S? ,� width;_ S!O length. 3 —Z ft. ?. How much natural material (10rock, earth, etc.) .vill br• remov'•d fromo sing? Nx9 3. Will disturbed areas be reclaimed? C1'" ❑No Yes ��N/` - tons cubic yards - - a. If yes, for what intend_, purpose is the site beim; reclaimed? b. Will topsoil be stockpiled for reclamation? Dyes ❑No C Will upper subsoil be stockpiled for reclamation± ❑Yes CNo 4. How many acres of vegetation (trees, shrubs, ground covers) will be removed from site? .i acres 5. Will any mature forest (over 100 Years old) or other locally-important vegetation be removed by this project? ❑Yes XNo 6. If single phase project: Anticipated period of construction 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 d. Is phase 1 functionally dependent on subsequent phases? ❑Yes CNo year. 8. Will blasting occur during construction? []Yes XNo 9. Number of jobs generated: during construction S after project is complete 10. ,Number of jobs eliminated by this project �. 11. Will project require relocation of any projects or facilities? ❑Yes _1AVo If yes, explain 12. Is surface liquid waste disposal involved? C1 Yes DLN0 a. If yes, indicate type of waste (sewage, industrial, etc.) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? XYesONo Type -XSai'GcLtt[-4 .�it,/5fG7Itr 14. Will surface area of an existing water body increa-e or decreas [:Yes by proposal? Yes + Explain �(N° 15. Is project or any portion of project located in a 100 year flood plain? []Yes 16 Will the project generate solid waste? 19Yes []No �o a. If yes, what is the amount per month 'S tons b. If yes, will an existing solid waste facility be used? Ayes ❑No [ C. If yes, give name 6'4jj .rOpLe -' TBuat. fiz,W++ . r� 1 locatibn A`LoC. d. Will any wastes not go into a sewage disposalsystem or into a sanitary landfill? ❑Yes ,No e. If Yes, explain 17. Will the project involve the disposal of solid waste? C<Y(s []No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? IVA yours. 18. Will project use herbicides or pesticides? ❑Yes XN o 19. Will project routinely produce odors (more than one hour per day)' CYes IXNo 20. Will project produce operating noise exceedlnt; the local ambient noise Ir,vcls? ��,,{{ No �le> 21- Will project result in an increax• in rmn vgy to? [ Yes I/x If yes , indicate type(s) _ L[�iue 22 If water supply is from wells. inJicalr• puml;inq capacity N�`( g,tllunsinunute. 23_ Tot"' anticipated water usage per day gallons/day 24. Does project involve Local, Slate or federal fundiru;f ❑Yes ° If Yes, explain 4 ,25. Approvals Required: Submittal Hype Date City, Town, Village Board ❑Yes 0 N City, Town, Village Planning Board Vyes []No .i,., .-G,3 -City, Town Zoning Board ❑Yes ❑NO City, County Health Department .Yes ❑No !`1(z.l_ /Jf i-P3 Other Local Agencies XYes ❑No Other Regional Agencies ❑Yes CNo State Agencies Utes ❑No Federal Agencies ❑Yes CNo ✓ C. Zoning and Planning Information 1 . Does proposed action involve a planningor zoning decision? )&es ❑No If Yes, indicate decision required: ❑zoning amendment ❑zoning variance ❑special use permit ❑subdivision Aite plan ❑new/revision of master plan ❑resource management plan Cother 2. What is the zoning class if i cation(s)of the site? 3. What is the maximum potential development of the site if developed as permitted by the present zoning? J CO/ 4. What is the proposed zoning of the site? S. What is the maximum potential development of the site if developed as permitted by the proposed zoning? 2 LL7f � �✓'.YJK ' C. 1�J/�LGGc-1c !' �,/ C6. Is the proposed action consistent with the recommended uses in adopted local land use plans? dyes 7. What are the predominant land use(s) and zoning classifications within a '/. mile radius or proposed `action? 2VIY�/12Gt(iG 8. Is the proposed action compatible with adjoining/surrounding land uses within a mile? Eyes ❑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'9ewer or water districts? Yes ❑Nc 71 . Will the proposed ac ion create a demand for any community provided services (recreation, education, police, fire protection)? Yes CNo a. If yes, is existing capacity sufficient to handle projected demand? XYes ❑No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑Yes �co a. If yes, is the existing road network adequate to handle the additional traffic? ❑Yes []No D. Informational Details 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, phase diSCnSs such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information,,_prrovidorl above is trtn• to the hest of my knowledqu. Applicant/S ponsryf N. e r�l /<-i / �� 026o1zF _ v �f7r1B71/GY Datc Signature It Title If file action is in the Coastal Area, and you are a stale agency, complete the Coastal Assessment form before proceeding with this assessment. 5 D. INFORMATIONAL DETAILS AND WATER SUPPLY NARRATIVE 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. y .,� 2. Indicate the source of water supply, nearest public water main, nearest public well field, and adjacent private wells (if known). 1j,-L— yw or Rk z5- 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. S,-,- µmw 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. A `Q 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. t/ 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 strips, created wetlands, etc...). E. VERIFICATION I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name MiC4,ttl J'• �Qu�loP+..-.4-.rtic. �J Date_ IUa-y 37 2o-pJ Signature Title_CEo r If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. fir; iC{ CL— I�likc hrr�<<, lt� t � � ytt� !� rul�nt, N�d j;,� l c t,41 ckr_a rt L i Town Of Southold . P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/20/03 Receipt#: 1129 Transaction(s): Subtotal 1 Application Fees $77.50 Check#: 1129 Total Paid: $77.50 C Wd Town Board Name: Domino, Joy& Michael P.o. Box 75 Old North Rd. Southold, NY 11971 Clerk ID: LINDAC Internal ID:83460 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 11/03/03 Receipt#: 0 Transaction(s): 1 Application Fees Subtotal $576.30 Cash#: 1331 Total Paid: $576.30 DECEI 'd E NOV - F 2003 D Southold Town Planning Board 14 Name: Domino, Joy& Michael P.o. Box 75 Old North Rd. Southold, NY 11971 Clerk ID: JOYCEW Internal ID:83238 11 M kon At K i d' ow ar A d ii i" ,lam v Michael J. Domino P.O. Box 75 Southold,N.Y. 11971 May 1, 2005 Planning Board Southold Town Southold,New York 11971 Dear Board Members, This letter is a follow up to our presentation at the April 25, 2005 work session, wherein Mrs. Domino and I enumerated the reasons why a cross-over agreement for commercial property to the east of 1000-45-04-3.1 was not acceptable or possible. These reasons included but were not limited to: 1)neither NYSDOT, nor the owners have pursued this option(refer to our Feb. 4, 2005 letter to the Board). 2)no physical location is possible for a cross-over. 3) no property owner involved in this debate wants the liability issues that accompany it. We asked that the resolution passed unanimously on April 11,2005 be amended to reflect the position stated above, and in support of that remind the Board that the Assistant Town Attorney, in attendance at the work session, stated that the Board had no legal authority to press a cross-over agreement upon landowners who do not wish to have one. Furthermore,Ms. Woodhouse stated that the resolution as presently written would not hold up a building permit and that construction could go forward. As an additional point both Mrs. Domino and I expressed concern that there was a lack of enforcement concerning commercial properties(two examples have been provided to the Board)currently being developed without a site plan. Our property,with a legal and accepted site plan, is being held to a much higher costlier standard. By building without a site plan, one avoids the stress,hassle, and legal fees involved in fighting an unwanted easement or erosion of other property rights. We feel this sends a very poor message to property owners in Southold contemplating construction, and needs to be addressed as an important component of good comprehensive town-wide planning. Thank you for your anticipated cooperation in this matter. Yours Truly, Michael J. Domino Cc: Supervisor Josh Horton Town Attorney Patricia Moore P��z-2 PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631)765-4330 Fax: (631)765-4643 March 10 , 2005 Southold Town Planning Board Southold Town Hall PO Box 1179 Southold, NY 11971 Re : Michael and Joy Domino Premises : SCTM: 1000-45-4-3 . 1 Hearing: March 14, 2005 Dear Ladies/Gentlemen: Enclosed please find the Affidavit of Mailing with four (4) certified receipts, along with three Return Receipt cards received thus far for the above referenced matter . Also enclosed is the Affidavit of Posting for the above application. Verx truly yours, Patricia C . Moore C✓ PCM/mr Encls . a SOUTHOLD TOWN PLANNING BOARD TOWN OF SOUTHOLD:NEW YORK --------------------------------- ----x In the Matter of the Application of AFFIDAVIT Michael and Joy Domino OF (Name of Applicant) MAILINGS CTM Parcel #1000-45-4-3.1 ------------------------------------- -x COUNTY OF SUFFOLK) STATE OF NEW YORK) I, Vanessa Craigo, residing at Cutchogue, New York, being duly sworn, depose and say that: On the 1st day of March, 2005, I personally mailed at the United States Post Office in Southold, 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 (X ) Assessors, or( ) County Real Property Office Southold, for every property which abuts and is across a public or private street, or vehicular right-of-way of record, surrounding the applicant's property. (Signature) Vanessa Craigo Sworn to before me this 1st day of March, 2005 ( otary Public) MARGARET O. RUTKOWSIO Notary Public,State of New York No. 4882528 Qualified in Suffolk County Cornrnfesion Expires Jure 8. ,;i oo 7 PLEASE list, on the back of this Affidavit or on a sheet of paper, the lot numbers next to the owner names and addresses for which notices were mailed. Thank you. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary February 28 , 2005 BY CERTIFIED MAIL RETURN RECEIPT REQUESTED Re : Proposed Site Plan for Greenport Heights Development LLC SCTM #1000-45-4-3 . 1 Dear Neighbor: I represent Michael S . and Joy E. Domino with regard to their property located approximately 775 ' west of Moores lane on Route 25 in Greenport . They have submitted a site plan for a new 3 , 950 sq. ft . building which will include 1, 200 sq. ft . of retail space, 1, 200 sq. ft . of restaurant and 1 , 550 sq. ft . of second floor storage/mechanical space of 1 . 521 acres . in the B Zone . A copy of the site plan is enclosed. The hearing on this matter has been scheduled for Monday, March 14, 2005 at 6 : 00 p.m. at Southold Town Hall . A copy of the meeting notice is enclosed. If you have any questions, or you wish to support this application, please do riot hesitate to contact me . Very truly yours, Patricia C . Moore PCM/mr Encls . 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#1000-45-4-3.1; 3. That the property which is the subject of this application is located in the General Business District, Zone B; 4. That the application is for a new 3,950 sq. ft. building which will include 1,200 sq. ft. of retail space, 1 ,200 sq. ft. of restaurant, & 1 ,550 sq. ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, in Greenport; 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. (2"d Fl., North Fork Bank). Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, March 14, 2005 at 6:00 p.m. in the Meeting Hall 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 Traveler Watchman, 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): Michael S. & Joy E. Domino Date: 2/18/05 NEIGHBOR LIST: Michael and Joy Domino: 1000-45-4-3.1 1000-45-4-4.1 (4 changed to 4.1 per tax assessors office: Wilhelm Franken 174 SW Hatteras Court Palm City, FL 34990 1000-45-4-2 Clarence Jester Oaklawn Avenue Extension Southold, NY 11971 1000-45-4-3.2 Michael Domino PO Box 75 Southold, NY 11971 100-45-4-5.1 (5 changed to 5.1 per tax assessors office) William Voneiff 74605 Main Road Greenport, NY 11944 -5 e1�<so°eye_-- 562°2osp..� weT� OF eREeNPoer srw�sRe�< PETAIL5 AND 5F 2.TOWN OF' ) NOTIFIED A5 HOI I _ ➢ __ 3.LOCATION ANI VERIFIED WITH T � SLDPF OR N] o.ALL TRAFFIC AVETHF MARL m WITH THE SUIDEL i IU OWFORn TRAFFI OWN OF 5O.ITHf �LAtF _ 5 LONTRALYO fV+ FRESFIINATER I-IEP_ANDS 10 TEM OF W LAr gTOSOUTH, IN ADVANCE OF FDse of FREsry fR TALNps<5 I \ / 1A066eo 6r erv{.DNSULTArvT�j.Ing I / 6_STOP LINE 516 "'EnBER 14'0Lb3 fly1 wTFRDELTION IN r1e _ EE _LPW I _ _ 1.ANI SITE PLN F�"-- I MIT16ATION PLAT ALL PLANS 5)6r RAN AR'LIGATI I I PA b" LC AT GC N AREA TO REMAIN NATURAL, _PT IN -_II, I _ I O I 16" ry n I LIMIT OF BUFFER ZO> wo/F 5 __ — II TYP DFTAII F ANDREWG,FOHRKOLB L -' '" l-LIMIT OF I `'�i A DAVID FOHRKOLB I / 0.EARIN6 I CURB AND WF ZONEp:¢ENERAL BUSINESS QED_ PUBLIC w ... �ti� �- rl NOT TO FOR CURB AND PI STREET PLEA' PH LEe REALTY BUSINESS mNE p+GENERAL BUSINESS IPRFR,vEL �NosE s\ a.Buc wnrER fSAR. poWN R OR ORO i-+.'05E ACCESS pOyyN ALL IN TERCONMELTT Pwws TO NEW YORK STATE D O T NOTE; 10''F LPP r}PROP05ED gIMP''TER L T}15 SITE LIES BETWEEN ADJACENT TO SeE DETAIL REFERENCE MARKER 11-01OH- 658 -C �'ROPOSED� n0. 2.-L PERMITr£p ACTIN-M)5r gE FLUSH IF "T'NA Mj WITH THE ENGINEER IN cNAR, IN. PROP05ED — B ICJ OF NY5WT OON5TrRJCTlOH PRPIIET P)-1 A5 HALT LCADINC� I 0259518 TO PREVENT MPT AND Y.I1Eg1LINf 'L PARKINS AREA 5PALE I CONFLICT,.THE E L.ON THIS PROJECT,MR LUDWI6.SHALL BE CONTALTFO AT(631)13, \ PRIOR TO EOMMFR OR, ANY yRK. FRALE GAR 6 PT RETAIL 3OLD 950 0 AI RETAIL& 11506 (24W MAIN FLOOR.650 —pROPOSEp STORAGE< MECHANILs) �� slNnf I Ty,rnF _ ZM� I +EO I (rYPJ gl PROPO EDS 5 PL.WALK Po WT5 by EKED ROBERT+ NOENSTEIN I — Hl'-2" ZONED FRED kHOENBTEIN o ZONED GENERAL&I5INE55 q.BLIL WATER L f,-PR LAN SLOSPE ED �In _ A 9111 ISI I� � •------------4 , BEDE I —�OPOSED 20-0 A--0• 0 $ •. 1 r I WATER SERVICE m —J, SIE PeoT,af '-- — co"c"sp I0N.—C FRIM L H4 PARKING _ I SIGN �rISenN h E%IS T POST gN1J RAIL 1 E%15TIN6 _ y EXISTING FIRE CONTRACTOR r FENLe TO REMAIN. �C L I MpJIFY q5 REGVIREp TO / UTILITY 'y ) HvpR_Aryr GLEAN EXISTINE ENSURE IT 15 ENTIRELY POLES _ 5A51N5 AT WITHIN THE A IOANT5 ' PROPERTY o b\ — — LOKalR1A.TION `wLe MIN F%6TIN6E Tg>y, RgPAR EXISTIN ap�NwO�SEE.r SOIDF}YALIC AND 4 FRBTIN&POST Mm RAIL FENCE RONT5 asl G� T— ;�LAr� ENI ern _ YI.UIEY A5 RedNkEp FOR cuRe F M'Y Sz iN 5TREETI I C ARE 2- CUT AND TO B�{IkE TMAT IT 15 EN"RELY wIl'NM TyE (�L i • AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as 775 ' w/o Moores Lane, on the n/s/o NYS Road 25, Greenport: 1000-45-4-3. 1 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 I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on March 14, 2005 return receipt car s o owners of record of every property which abi 1W and emery property which Michael J. Domino Your Name (print) Signature 3590 Old North Road, Southold, NY 11971 Address March 1 , 2005 Date �J Notary Publi& MARGARET C. RUTKOWSKI Notary Publio,State of New York No. 4982528 oualitied in SuffolkCojr*l -7 commission Expires June 8, 0 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY. noon, Fri., 3/11/05 Re: Proposed Site Plan: Greenport Heights Development LLC S CTM#s: 1000-454-3.1 Date of Hearing: Monday, March 14, 2005. 6:00 p.m. COUNTY OF SUFFOLK STATE OF NEW YORK ss: -- Jacqueline M. Dube, being duly sworn, LEGAL NOTICE says that she is the Legal Advertising Notice of Public Hearing NOTICE IS HEREBY GIVEN Coordinator, of the Traveler Watchman, that, pursuant to Article XXV of a public newspaper printed at Southold, the Code of the Town of in Suffolk Count and that the notice of Southold, a public hearing will y; be held by the Southold Town which the annexed is a printed copy, has Planning Board, at the Town been ublished in said Traveler Hall, Main Road, Southold, p New York on the 14th day of Watc man once each week March, 2005 on the question of for... ...... .week(s) successively, the following: 6:00 p.m. Proposed Site Plan coMe ci g on the... ............day of for Greenport Heights ��, ` 2005. Development, LLC, located' approximately 775'w/0 Moores Lane, on the n/s/o NYS Road �� 25, in Greenport, Town of VJ Southold, County of Suffolk,. State of New York. Suffolk County Tax Map Number 1000- 45-4-3.1 2 6:05 p.m. Proposed Site Plan Sv to before me th4� .....day of for The Old Barge, located on __� the s/s/o Old Main Road approx- ...........1 2005. imately 1953' w/o Dolphin Drive, known as 750 Old Main Road in Southold, Town of / Southold, County of Suffolk, G State of New York. Suffolk County Tax Map Number Notary ublic SCTM# 1000-56-6-8.7 Datcd: 2%22/05 BY ORDER OF THE SOUTHOLD TOWN PLAN- Emily Hamill NOTARY PUBLIC,Slate of New York No.01 HA5059984 NTNG BOARD Qualified in Suffolk County Jerilyn B.Woodhouse Commission expires May 06,2006 Chairperson lX 3/3/05 (603) r n March 7, 2005 Jeffrey T. Butler, P.E. P.O. Box 634 Shoreham,New York 11786 Southold Town Planning Board P.O. Box 1179 Town Hall Southold,New York 11971 It is my understanding that on or about July 13, 2004 my client—Michael J. Domino - submitted to your office a letter outlining a conversation we had concerning the re-design of the South elevation of the Greenport Heights Development project tax map No. 1000- 45-04-3.1 (see attached undated letter from Patricia Moore). The re-design had been submitted earlier in April and addressed ARC comments to "soften"the South elevation with a faux dormer. (see attached letter dated April 27, 2004). The re-design as re-submitted was aesthetically appealing and meets design constraints and criteria. The six doghouse dormers provide light, ventilation, and means of emergency exit. A faux dormer does not adequately address those issues. A faux dormer represents, up front engineering, material and labor costs in excess of$20,000. It reduces potential rental income (sq. foot x prevailing rental rates x years), and removes this unit from affordable housing rental stock. Other issues previously identified (removal of staircase, symmetry of the East elevation)raise similar concerns and loss of income (calculated in the same manner). A more thorough cost/ safety analysis is not possible without additional draft versions (engineering costs x hours) and subsequent cost/materials calculations. We respectfully submit that this design is an attractive functional building that meets my client's safety and budgetary constraints and will be an asset to the community. Very truly yours, 1 6:ey T. Butler, P.E. Cc: Patricia Moore , PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries Ms. Jeri Woodhouse, Chairwoman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Re: Greenport Heights Development Corp SCTM#1000-45-4-3.1 Dear Ms. Woodhouse: This project has been stalled because my client can not accept the Architectural Review Board's opinion on design changes to his building. My client's design professional, Jeff Butler P.E., has designed an attractive and functional building that meets within my client's budgetary constraints. My client respectfully requests that this site plan proceed with your review, as designed. We have submitted this site plan to DEC and have been advised, after a field inspection, that they are issuing a non-jurisdiction determination. A request for a letter of non jurisdiction from the Trustees is pending. DOT and Health Dept. applications are pending. If you wish to discuss this further please do not hesitate to contact me. Very truly yours, Patricia C. Moore cc: Greenport Heights Dev. Corp/ Michael J. Domino P.O. Box 75 Southold,New York 11971 September 16, 2004 Patricia Moore 51020 Main Road Southold,New York 11971 Dear Patricia Moore: This letter is a follow up to our phone conversation of September 14, 2004 wherein you informed me of the need to add a few trees to the landscaping plan in order to further obscure the eastern elevation and staircase. This reasonable request can easily be accommodated. I will ask the landscape architect to suggest species. My feeling is a series of vertical growing arborvitae is most suitable. Yours truly, � Michael J. Domino PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 April 27, 2004 Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Attention: Bruno Semon Re: Greenport Heights SCTM#1000-45-04-3.1 Dear Bruno: Enclosed please find revised site plan prints for the above referenced site plan. Please note that the wetland line has been added to the site plan (page 1 of 6) and I will submit the plan to the DEC and Trustees for a no jurisdiction determination. Jeff Butler PE spoke to Jamie Richter, Town Engineer, and has identified and addressed the issues in Jamie's last letter (page I of 6 and page 2 of 6), please refer the revised plan to Mr. Richter for his review and recommendations. Landscaping detail was added see page 3 of 6 and 4 of 6. The plan can be resubmitted to the ARC, a new south elevation has been redesigned addressing the concerns of the ARC (page 5 of 6). Mr. Domino advises me that he had presented to the ARC had all other details at the first meeting. The DOT and Health Department application have been submitted by Jeff Butler, PE., if your office receives any comments please do not hesitate to contact me. If you wish to discuss this further please do not hesitate to contact me. Very truly yours, Patricia C. Moore cc: Mike Domino Jeff Butler, PE Submission Without a Cover Letter Sender: D/ b)'I Subject: 1,0C�/ / SCTM#: 1000 - Date: Comments: Submission Without a Cover Letter Sender: Subject: k?��- --�' SCTM#: 1000 - y U L/— Date: Z 5- G �� Comments: r j 1 FEB 2 5 2005 • gUFFO[,� • MAILING ADDRESS: / PLANNING BOARD MEMBERS .r0� CO P.O.Box 1179 JERILYN B.WOODHOUSE Southold,NY 11971 Chair y OFFICE LOCATION: 15 Town Hall Annex WILLIAM J.CREMERSybo� ���� 54375 State Route 25 KENNETH L.EDWARDS _7 (cor. Main Rd.&Younger Ave.) MARTIN H.SIDOR Southold,NY GEORGE D. SOLOMON Telephone:631765-:1938 Fax: 631 765-3136 February 15, 2005 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Dear Ms. Moore: Re: Proposed Site Plan for Greenport Heights Development, LLC Located approximately 775' w/o Moores Lane, on the n/s/o NYS Route 25, in Greenport SCTM#1000-45-4-3.1 Zone: B, General Business District Dear Ms. Moore: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, February 14, 2005: WHEREAS, the site plan is for a new 3,950 sq. ft. building w �h will include 1,200 sq. ft. of retail space, 1,200 sq ft. of restaurant, & 1,550 sq. ft. of second fltr`storage/mechanical space on 1 .521 acres parcel in the B Zone located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, in Greenport. SCTM#1 000-45-4-3.1; be it therefore RESOLVED, that the Southold Town Planning Board set Monday, March 14, 2005, at 6:00 p.m. for a final public hearing on the site plan dated October 22, 2003 and last revised April 20, 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. You may pick up the sign and the post at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Posting along with the certified mailing receipts AND the signed green return receipt cards before 12:00 noon on Friday, March 11th. The sign and the post must be returned to the Planning Board Office after the public hearing. If you have any questions regarding the above, please contact this office. ,�jJ.._eenlllyn � Woodhouse Chairperson enc. 1 • • 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#1000-45-4-3.1; 3. That the property which is the subject of this application is located in the General Business District, Zone B; 4. That the application is for a new 3,950 sq. ft. building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq. ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, in Greenport; 5. That the files pertaining to this application ara 6pen for your information during normal business days between the hours of 8 a.m. and 4 p.m. (2nd FI., North Fork Bank). Or, if you have any questions, you can call the Planning Board Office at (631)765-1938; 6. That a public hearing will be held on the matter by the Planning Board on Monday, March 14, 2005 at 6:00 p.m. in the Meeting Hall 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 Traveler Watchman, 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): Michael S. & Joy E. Domino Date: 2/18/05 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 I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I 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 Date Notary Public Pf,F,4C17 RCM FDA( T14M APPrnA1.(IT f-CnTFrfFn o14.4 if norCIDT(Z A; GREEN RETURN RECEIPT CARDS BY. noon, Fri., 3/11/05 Re: Proposed Site Plan: Greenport Heights Development, LLC SCTM#s: 1000-45-4-3.1 Date of Hearing: Monday, March 14, 2005, 6:00 p.m. § 58-1 NOTICE OF PUBLIC HEARING § 58-1 Chapter 58 NOTICE OF PUBLIC HEARING §58-1. Providing notice of public hearings. [HISTORY: Adopted by the Town 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 commission 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 or 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 more than ten (10) feet from the property line. The sign shall be displayed for a period of not less than seven (7) days immediately preceding the date of the public hearing. The applicant or his/her agent shall file an affidavit that s/he has complied with this provision. C. By requiring the applicant to send notice to the owners of record of every property which abuts and every property which is across from any public or private street 5801 MICHAEL S . & JOY E . DOMINO SITE FLAN FOR GREENPORT HEIGHTS DEVELOPMENT, LLC 1000 =45 =4 =3ml Proposal for new 3,950 sq. ft. building which will include 1 ,200 sq. ft. of retail sr ace, 1 ,200 sq. ft. of restaurant, & 1 ,550 sq. ft. of second floor storc.ge/mechanical space on 1 .521 acres parcel in the B Zone. MON . -� MARCH 14 2005 - 6 : 00 P . M . • ��$UFF01,t4^ • MAILING ADDRESS: PLANNING BOARD MEMBERS ��� r/Z P.O. Box 1179 JERILYN B.WOODHOUSE Southold, NY 11971 Chair y x OOFFICE LOCATION: W Town Hall Annex WILLIAM J.CREMERS y��! �aO� 54375 State Route 25 KENNETH L.EDWARDS (cor. Main Rd. &Youngs Ave.) MARTIN H. SIDOR Southold,NY Telephone: 631 765-1935 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to 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 on the 14th day of March, 2005 on the question of the following: 6:00 p.m. Proposed Site Plan for Greenport Heights Development, LLC, located approximately 775' w/o Moores Lane, on the n/s/o NYS Road 25, in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-4-3.1 6:05 p.m. Proposed Site Plan for fhe Old Barge, located on the s/s/o Old Main Road approximately 1953' w/o Dolphin brive, known as 750 Old Main Road in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number SCTM# 1000-56-6-8.7 Dated: 2/22/05 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) York being duly sworn, says that on the 22nd day of February, 2005 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 3/14/05 Regular Meetinq: 6:00 p.m. Public Hearing for the proposed Site Plan for Greenport Heights Development, LLC SCTM#1000-45-4-3.1 6:05 p.m. Public Hearing for the proposed Site Plan for The Old Barge, Second Floor SCTM#1000-56-6-8.7 (/7 eo_ Lin a Randolph Secretary, Southold Town Planning Board Sworn to before me this "day of fd�-Ma� , 2005. Notary P is MELANIE DOROSKI NOTARY PUBLIC,State of New York No, 01D04634870 Oualified in Suffolk County Commission Expires September 30,��� • �O%gFFO(fCO • MAILING ADDRESS: PLANNING BOARD MEMBERS �.ZO Qy P.O. Box 1179 JERILYN B.WOODHOUSE C Southold, NY 11971 Chair y 0 OFFICE LOCATION: ,f. Town Hall Annex WILLIAM J.CREMERS y-gQl �aO� 54375 State Route 25 KENNETH L. EDWARDS * (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold,NY Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to 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 on the 14th day of March, 2005 on the question of the following: 6:00 p.m. Proposed Site Plan for Greenport Heights Development, LLC, located approximately 775' w/o Moores Lane, on the n/s/o NYS Road 25, in Greenport, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-45-4-3.1 6:05 p.m. Proposed Site Plan for The Old Barge, located on the s/s/obld Main Road approximately 1953' w/o Dolphin Drive, known as 750 Old Main Road in Southold, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number SCTM# 1000-56-6-8.7 Dated: 2/22/05 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Jerilyn B. Woodhouse Chairperson PLEASE PRINT ONCE ON THURSDAY, MARCH 3, 2005 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Traveler/Watchman • • Page 1 of 1 Randolph, Linda From: Dina Kontokosta [dkontokosta@travelerwatchman.com] Sent: Tuesday, February 22, 2005 2:23 PM To: Randolph, Linda Subject: Re: legal ad Got it. Thanks. ----- Original Message ----- From: Randolph, Linda To: editorial@travelerwatchman.com Sent: Tuesday, February 22, 2005 1:51 PM Subject: legal ad please confirm the following legal ad: 2/22/05 �Og�FFO(� co • MAILING ADDRESS: PLANNTNG RCTARD MEMBERS �� �}z G.. P.0) Box 1179 JERILYN B.WOODHOUSE G _ s� Southold, NY 11971 Chair y Z OFFICE LOCATION: Town Hall Annex WILLIAM J.CREMERS y�ol ���� 54375 State Route 25 KENNETH L. EDWARDS (cor. Main Rd. &Youngs Ave.) MARTIN H.SIDOR Southold,NY GEORGE D. SOLOMON Telephone: 631 766-1935 Fax: 631765-3136 PLANNING BOARD OFr ICc: TOWN OF SOUTHOLD MEMORANDUM To: ARC _ From: Bruno Semon, Senior Site Plan Reviewer Date: February 17, 2005 Re: Greenport Heights Development, LLC At the work session on February 7, the Planning Board reviewed the attached information and accepted this. They requested that a copy go to you fo�your review and file. Encs. ,a. STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SU BIMAL CH AKRA BORTI, P.E. JOSEPH H. BOARDMAN REGIONAL DIRECTOR - I„ I COMMISSIONER f February 14, 2005 Mr. Jeffrey T. Butler, P.E. L P.O. Box 634 Shoreham, NY 11786 Your February 1, 2005 Submission Proposed Retail Building —Front Street Site Plans Dated 10/22/03, Last Revision 2/1/05 Route 25, Greenport SCTM# 1000-45-04-3.1 Our Case No. 04-208P Dear Mr. Butler: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. A driveway profile or on site elevations, including elevations at the State highway right- of-way (ROW) line, shall be shown on the plans to insure that all drainage is contained on site since we do not permit runoff from property onto the State highways. We made this comment in our January 14, 2005 letter to you and our review of your current submission does not clearly show that all drainage will be contained on site. Please provide us with spot elevations or a driveway profile that clearly indicates that drainage will be contained on site. Site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans once we approve them. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Mr. Jeffrey T. Butler February 14,2005 Page 2 Kindly submit four sets of the revised plans, permit fee and surety bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee(Payable to "State of New York"): $550.00 Bond Amount:$10,000.00 Insurance Fee:$175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold As. Valerie Scopaz, Planning Director, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 4 17'78-s�18 SUSIMAL CHAKRASORTI, P.E. r ' JOSEPH H. BOARDMAN REGIONAL DIRECTOR COMMISSIONER February 14, 2005 1 Mr. Jeffrey T. Butler, P.E. P.O. Box 634 Shoreham, NY 11786 Your February 1, 2005 Submission Proposed Retail Building—Front Street Site Plans Dated 10/22/03, Last Revision 2/1/05 Route 25, Greenport SCTM# 1000-45-04-3.1 Our Case No. 04-208P Dear Mr. Butler: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. A driveway profile or on site elevations, including elevations at the State highway right- of-way (ROW) line, shall be shown on the plans to insure that all drainage is contained on site since we do not permit runoff from property onto the State highways. We made this comment in our January 14, 2005 letter to you and our review of your current submission does not clearly show that all drainage will be contained on site. Please provide us with spot elevations or a driveway profile that clearly indicates that drainage will be contained on site. Site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans once we approve them. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Mr. Jeffrey T. Butler February 14,2005 Page 2 Kindly submit four sets of the revised plans, permit fee and surety bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee(Payable to "State of New York"): $550.00 Bond Amount:$10,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold s. Valerie Scopaz, Planning Director, Town of Southold r. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW 3S Submission Without a Cover Letter vS Sender: /_V Subject: (; �� Ce- P:.Yef 7� SCTM#: 1000 - Date: 2121 Comments: / -2 5 O / l � --1 F,R _ 7 {fi 1} Michael J. Domino PO Box 75 Southold,NY 11971 July 23, 2004 Patricia C. Moore Attorney at Law 51020 Main Road Southold, New York 11971 Dear Pat, This letter is a follow up to our phone conversation of July 9, 2004 wherein I outlined engineer Jeffrey Butler's response to the most recent ARC suggestions concerning our site plan. Mr. Butler stated the following: 1. Alterations to the South elevation do not fall within our design criteria for safety, strength, and cost. Modifications to "soften" the look with a false dormer across the length of the building range from $5000. to $25,000. A more specific analysis is not possible lacking detailed instructions from ARC and subsequent generation of new floor plans. 2. Relocation of stairs (above and beyond initial cost)would result in future rental loss at the rate of sixty square feet times the rental rate times 2, since first and second floor units would be impacted. 3. Relocation of the mechanical room to make the East elevation appear more symmetrical would produce the same result as relocating the stairs i.e. initial cost plus rental loss times 2. Before setting plans on paper, well before the pre-submission application, this local businessman consulted other businesspeople, zoning laws, the town planning department, and professional engineers in an attempt to ensure the commercial viability of this project. The site plan evolved into it's present form as a result of professional input, and my willingness to be flexible as well as pragmatic. ARC suggestions—nebulous, ever changing, never in writing and for purely aesthetic reasons— should not determine whether or not this project goes forward. Very truly yours, Michael J. Domino Michael J. Domino P.O. Box 75 Southold,New York 11971 September 16, 2004 Patricia Moore 51020 Main Road Southold,New York 11971 Dear Patricia Moore: This letter is a follow up to our phone conversation of September 14, 2004 wherein you informed me of the need to add a few trees to the landscaping plan in order to further obscure the eastern elevation and staircase. This reasonable request can easily be accommodated. I will ask the landscape architect to suggest species. My feeling is a series of vertical growing arborvitae is most suitable. Yours truly, /l�uT.tit (/ Q5xc.w Michael J. Domino c _ r - ti S'z - 7973 �= 3 ° . Michael J. Domino P.O. Box 75 Southold, NY 11971 February 4, 2005 Valerie Scopaz Planning Department Southold Town Southold, NY 11971 Dear Ms. Scopaz: This letter is a follow up to our phone conversation of February 2 wherein I outlined general problems with the current commercial site plan application process. Also discussed were issues specific to the Greenport Heights Development application. Areas of concern included: 1. The lack of an enumerated flow chart to monitor progress and prevent regression when outside influences—specifically local politics—force the decent people who work in the Planning Department to revisit issues already addressed. Shifting criteria after a positive declaration is awfully frustrating for all competent parties involved. 2. Lack of notification regarding the Jan. 31 work session...after reading page 24 of the 2/3/05 edition of the Suffolk Times, I am now thankful that I did not receive prior notification. 3. There will be no crossover agreement for properties to the East. 4. The need to commit all future conversations and directives to paper(refer to item 41 and attached documents), hence this letter. In conclusion, I commend your office and staff for emulating your professional approach. I applaud Mr. Sidor and Mr. Solmon who appear—like Mr. Caggiano and Mr. Orlowski before them —to decide issues on merit and applicability, refer to facts or documented testimony, and refrain from wandering off into speculation. Hoping to receive a/building permit soon... v' Michael J. Domino Cc: Patricia Moore Planning Board s__ STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SUBIMAL CHAKRABORTI, P.E. JOSEPH H. BOARDMAN REGIONAL DIRECTOR COMMISSIONER January 14, 2005 Mr. Jeffrey T. Butler, P.E. P.O. Box 634 Shoreham,NY 11786 Your December 14, 2004 Submission Proposed Retail Buildin¢—Front Street Site Plans Dated 10/22/03, Last Revision 12/15/04 Route 25, Greenport SCTM# 1000-45-04-3.1 Our Case No. 04-208P Dear Mr. Butler: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. We are aware that cross access between adjacent properties may not be a viable option at this time. Our October 29, 2004 letter to you stated "If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment." We recommend that locations for future cross access be shown' on the plans. 2. The pavement restoration detail shall be revised to the current superpave specification item numbers as follows: Top Course - 1-1/2", Item 402.098301M & Item 402.098311M Binder Course - 2-1/2", Item 402.198901M & Item 402.198911M Base Course - 6", Item 402.378901M & Item 402.378911M Please also include the sub base depth(minimum 6") We made this comment in our October 29, 2004 letter to you and it has not been satisfactorily addressed with this submission. 3. A driveway profile or on site elevations, including elevations at the State highway right- of-way (ROW) line, shall be shown on the plans to insure that all drainage is contained on site since we do not permit runoff from property onto the State highways. We made this comment in our October 29, 2004 letter to you and it has not been satisfactorily addressed with this submission. The high point shall be located at the ROW line or provisions shall be made to capture and contain all drainage on site. Mr. Jeffrey T. Butler January 14,2005 Page 2 4. The post and rail fence shall be located so it is entirely within the applicant's property. Site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans once we approve them. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Kindly submit four sets of the revised plans, permit fee and surety bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount:$15,000.00 Insurance Fee:$175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety Attachments cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold As. Valerie Scopaz, Planning Director, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW w wrv1- wo txev. �ivc ^FOLK COUNTY DEPARTMENT OF HEAL'9 SERVICES OFF-ICE OF W ASTEW A f ER MANAG NT SUFFOLK COUY CENTER RIVERI-IEAD,NEW YORK 11901 NOTICE 2 (631?852-2100 GMZ 4 NOTICE OF INCOMPLETE APPLICATION--COMMERCIAL TO: Patricia C. Moore Esq. PROJECT NAME..: Greenport Hgts Dev Corp. LLC 51020 Main Road REFERENCE NO.: C 10-03-0014 Southold, NY 11971 SCTM NO.: 1000-45-4-3.1 Your submission for the referenced project has been reviewed. This office will require the following for further review and/or approval: _--���__–___— Completed Application WWM-004 LJ Engineering Report ❑Processing Fee $ due ❑ Article 6(Subdivision)Approval d ❑ SEQRA Determination - Town ❑ Water Quality Approval \ a ❑Wetlands Permit or Waiver -NYSDEC/Town ❑ Pollution Control Approval l v F ❑ Town/Village Zoning Letter ❑ SCDPW Approval ❑ Restrictive Covenants for: ❑ Review Board Determination ❑ SPDES Application form GP-95-01 ❑ P.E. I R.A. Certification of Existing Sanitary System ❑ Well Water Analysis ❑ Certificate of Authorization or Disclaimer I F-1 Public Sewer Availability Letter INFORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS ❑ Suffolk County Tax Map Number ❑ Storm Drainage Structure Locations ❑ Metes and Bounds Description ❑ Gallons/Day/Acre Sewage Discharge ❑ Lot Size ❑ Key Map ® Sewage Disposal Design Calculations ❑Distance to Cross Street ❑ Location/Layout of SewagTSYUenr- ----- ---- ®Location/Date/Results of Soil Borings!Test Boles Z Profile/Details of Sewage System ❑ Floor Plans ® Sewage System Invert Elevations ❑ Gross Floor Area of Building(s) ® 50%Expansion Area for Leaching Pools ❑ All Surface Waters Within 300 ft. ❑ Water and Sewer Service Line Location(s) ❑Topographical Contours (5 ft. interval) ❑ Private Well Details and Location ❑ Neighboring Wells within 150' of Property (or ❑ Profile/Details/Location of Water Supply System specify that there are none) ❑ Existing Building, Sewage/Water System Location(s) Signature &Seal of Design Professional ❑ ❑ 5" x 7" Clear Area for Department Approval — ^ ❑_- — —_______—___.__� ❑ Other: Project does not conform to Department Standards. See enclosed Notice of Non-Conformance. Z Comments: Proceed with the Witnessed Test Excavation. You need to excavate down 45 feet 40 feet of which it in groundwater. The Minimum amount�f leaching_area required is 300 SOUare feet. You must have a 0.25 foot drop across a distribution leaching pool. The pro oo sed contour lines are not labeled as to their elevation. The toQ slabs or the sanitary system must be trafftc beanng. We require an original signature and original seal of the desigr professional on all sheets of the plan-- CC: lan,CC: Jeffrey T. Butler PE I AUG 2 3 2004tZ P. O. Box 634 __. Shoreham, NY 11786 ' " — -- ATE: Augus 17 PLEASE RETMN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) • �J STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SUBIMAL CHAKRABORTI, P.E. JOSEPH H. BOARDMAN REGIONAL DIRECTOR COMMISSIONER October 29, 2004 Mr. Jeffrey T. Butler, P.E. P.O. Box 634 Shoreham,NY 11786 Your July 23, 2004 Submission Proposed Retail Building—Front Street Site Plans Dated 10/22/03, Last Revision 4/20/04 Route 25 Greenport SCTM# 100 Our Case No. 04-208P Dear Mr. Butler: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to this site be obtained from adjacent properties. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. 2. All Route 25 pavement markings shall be shown along the site frontage. Please refer to the attached checklist for guidance in preparing plans that contain all of the required information. 3. Driveways adjacent to and opposite the site shall be shown on the plans. 4. The pavement restoration detail shall be revised to the current superpave specification item numbers as follows: Top Course - 1-1/2", Item 402.098301M & Item 402.098311M Binder Course - 2-1/2", Item 402.198901M & Item 402.198911M Base Course - 6", Item 402.378901M & Item 402.378911M Please also include the sub base depth (minimum 6") Mr. Jeffrey T. Butler October 29,2004 Page 2 5. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the Route 25 site frontage at the completion of construction. 6. The plan must include the note 'Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 7. A driveway profile or on site elevations, including elevations at the State highway right- of-way line, shall be shown on the plans to insure that all drainage is contained on site since we do not permit runoff from property onto the State highways. 8. A note shall be added to the plans stating which consecutive reference markers the site falls between or the reference markers shall be shown on the plan. 9. A note shall be added to the plans stating "All permitted activity must be coordinated with The Engineer-in-Charge (EIC) of NYSDOT Construction Project D259518 to prevent MPT and scheduling conflicts. The EIC of this project, Mr. Joe Ludwig, shall be contacted at(631) 734-7590 prior to commencing any work. 10. Any utility work proposed in State Highway right-of-way will require separate application and submission of plans (installation details, restoration details and Maintenance and Protection of Traffic plan - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices) to our Riverhead Maintenance facility. The applicant may contact Mr. Kevin Matthaei at (631) 727-1731 for further directions regarding Utility Highway Work Permit (HWP)applications. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. Please submit four (5) sets of revised plans. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, By SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold ks. Valerie Scopaz, Planning Director, Town of Southold Mr. Bruno Semon, Senior Site Plan Reviewer, Town of Southold SAS:MW:DW • gUFFO(�- PLANNING BOARD MEMBERS O�Q CC JERILYN B.WOODHOUSE ti� Gy P.O. Box 1179 Chairo= .� Town Hall, 53095 State Route 25 CA x Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS KENNETH L. EDWARDS y�f01 ���� Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 15, 2004 Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Re: Site Plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, NY SCTM# 1000-45-4-3.1 Zone B Dear Mr'. Moore, In review of the site plan application and landscape plan, the Planning Board held a work session on September 13, 2004 and requests that additional landscape be shown. As discussed at the work session, this letter is to notify you that the Planning Board will require a revised site plan or letter of intent with respect to the landscape. In addition the Planning office file is still not complete,please submit the approval from the NYSDOT and SCDHS when available. If there are any questions you can contact us at(631) 765-1938 x 5019 between the hours of 8:00 a.m. and 4:00 p.m. Resp ly your run emon Senior Site Plan Reviewer C01ile PATRICIA C. MOORE, ATTORNPAT LAW ,! r 51020 Main Road, Southold, NY 11971 (631) 765-4330 I 3 TO S`' �� SUNJtCT yrIii-�.c�.cl� t I i cy. ZL ('r-.�-rcf /_7 rcr � l 6`£ I Z SIGNED `— G • h Z Town Hall,53095 Main RoadO � �'Z` Fax(631)765-9502 P.O. Box 1179 � Q Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM I TO: Jerilyn B. Woodhouse, Planning Board Chairperso FROM: Michael J. Verity, Chief Building Inspector - DATE: August 30, 2004 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION • Project: Greenport Heights Development Location: 74365 Main Road, Greenport SCTM# 1000- Section 45- Block 4-Lot 3.1 Date: October 22, 2003 Revised Date: April 28, 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 USES *RETAIL & RESTAURANT ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED. * Certification based on information received from Joseph Ingegno and Jeff Butler on August 12, 2004. 0 Chief Buildi g Inspector � 0 PATRICIA C. MOORE Pte. Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 August 12, 2004 ` Southold Town Building Department I Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 1179 "1 Southold, = - -- Art: Mike Re: Greenport Heights Development, LLC/Domino SCTM#1000-45-04-3.1 Dear Mike: In your file is the above referenced site plan,last revised April 20,2004 It is my understanding that you did not find in your file the following documents which were forwarded to you previously: 1. You reviewed the design of the building with the main structure being 60' in width(conforming) and showing a covered handicap ramp. Because the porch has no foundation and is being used as a covered handicap access,you stated that it does not affect the width of the building. However, you requested a letter from Mr. Butler confirming the construction. Mr.Butler forwarded the enclosed letter dated May 2,2004. Enclosed is another copy for your convenience. 2. I previously provided in my letter dated January 2004 the front yard setbacks taken from Town Records and Ingegno's measurements. The front yard setbacks are the average setback of the adjacent structures: to west Clarence Jester - 50', to the east the Gas Station Sheds (50') and (54') and the pump island( less than 1.6') and further east is Peconic Sign(30.8') and the Bus Company [ from the site plan in Town records ( 40' )]. The surveyor has confirmed the measurements provided in my January letter, enclosed is a copy of the survey for your file. The measurements were taken in February 3, 2004. Therefore, our proposed 50' front yard setback is permitted. (Survey enclosed) It is my understanding that the Planning Board requires a communication from you that all zoning issues have been resolved. Thank you in advance for your courtesies. Very truly yours, Patricia C. Moore cc: Mr. Domino PAGE 132 4JEFF'REY T. BUTLER, P. E:. 80 OVEREatLL. FED. t3HOREHAM, NEW YORK 1 1 7136 631 -208-885t) LIGCN.CO Ip NAL CNNINCEN MCMOM NATIONAL OnCI•TV Or PMUI6-010NAL ENOIN..gq May 2, 2004 Town of Southold Building Department Re: Domino Application Greenport Dear Sirs: Please note the following concerning this application: • The covered entrance on the West side of the proposed retail center will provide handicap access to the store and eating establishment. The design of which will meet all applicable codes for accessibility. Please call if you should have any additional concerns about this application. Sincerely, Butler, P.E o�gUfFo(,�co 135 JOSHUA Y. HORTON �� a JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER I OWN I TALL - 53095 MAIN ROAD T TOWN OF SOU F]TOLD,NFW YORK 11971 Fax (516)-765-1366 �.� Q�' Tel,(516)-765-1560 OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Jerilyn B. Woodhouse August 3, 2004 Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Greenport Heights Development Site Plan State Route 25, Main Road, Greenport, NY SCTM #: 1000-45-04-3.1 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the site plan for the above referenced project. The site plan has been revised according to my last report in a satisfactory manner. This plan has a revision date of 4/20/04 and has been prepared by the office of Joseph A. Ingegno, LS. This site plan meets the minimum requirements of Town Code. If you have any questions concerning this report, please contact my office. rely, ames A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) f SUOF Submission Without a Cover Letter Sender: � ( Zat-c� D ,1galyu*'k-a Subject: SCTM#: 1000 - Date: Comments: /YU O t`- D � McDQNALD GEOQSCHNCE Box 1000 • Southold, New York 11971 • (631) 765-3677 TEST HOLE DATA SHEET Name: Domino Surveyor: I Location: Greenport Tax Map Number: 1000- Project Description: Site plan Date: 7/23/04 Mixed sand and loam Brown clay CH ------- 10.6 ' Water in brr'wn clay and sandy clay CH & CL ------- 44 ' Water in brown fine to medium sand SP 50 ' Comments: PLANNING BOARD MEMBERS �OgUFF0J f JERILYN B.WOODHOUSE _� OGy P.O. Box 1179 Chair Town Hall, 53095 State Route 25 N Southold, New York 11971-0959 RICHARD CAGGIANO WILLIAM J. CREMERS O Telephone (631) 765-1938 KENNETH L. EDWARDSOt� Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 29, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, In reviewing the site plan application materials on July 29, 2004 with Mike Verity of the Building Department, we agreed on the following: 1) The building is proposed to be 60' long with an approximately 6' overhang on the west side vihich makes the overall length approximately 66'. Section 100-103 c permits 60' of linear frontag- parallel to the road. The 6 ` overhang will be permitted so long as its use is restricted for the purpose of an overhang. The details of this restriction will be defined by Mr. Verity at the time of certification. It is suggested that you submit to Mr. Verity the details of the on-grade open access for this roof overhang as soon as possible. 2) The average front yard setback of 50' has to be documented using an actual (existing)principal structure. The use of shed(s) to the east of the subject property is not acceptable. Please submit appropriate documentation for our files. R pe yours, i o S on Sr. Site Plan Reviewer Cc: file Valerie Scopaz, AICP, Director Michael Verity, Chief Building Inspector PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 July 20 , 2004 Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971-0959 Attn: Bruno Semon RE : Greenport Heights Development Corp. (Michael Domino) Dear Bruno : Enclosed please find a copy of the letter I received from the Board of Town Trustees dated June 28, 2004 for the above referenced matter. If you have any questions, please do not hesitate to contact me . Very truly yours, --Patricia C. Moore PCM/mm Enclosure cc : Mr. Michael Domino w/enclosure JUl 2 i 2004 D Soulpold Town plan^ti.E �S�FFO(,� Albert J. Krupski, President ��. C'0 Town Hall James King,Vice-President h� �y� 53095 Route 25 Artie Foster y P.O. Box 1179 Ken PoliwodaZ Southold, New York 11971-0959 Peggy A. Dickerson W Telephone(631) 765-1592 Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 28, 2004 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 RE: GREENPORT HEIGHTS MICHAEL DOMINO, PRES. SCTM#1000-45-4-3.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the site plan prepared by Jeffrey T. Butler, P.E. and survey prepared by Joseph A. Ingegno last revised April 20, 2004 and determined the proposed retail building and parking area to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. z This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims PLANNING BOARD MEMBER ��gUFFO(,�C • JERILYN B.WOODHOUSE ,rO GGy P.O. Box 1179 Char C Town Hall, 53095 State Route 25 RICHARD CAGGIANO y x Southold, New York 11971-0959 WILLIAM J. CREMERS O Telephone (631) 765-1938 KENNETH L. 1IDARDS A y_ � Fax (631) 765-3136 MARTIN H PLANNING BOARD OFFICE TOWN OF SOUTHOLD July 19, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site plan for Greenport Heights Development, LLC/Domino 4365 Main Road, Greenport, N.Y. SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, This letter is in response to your request to proceed with the review. The Planning Board (PB) reviewed the above listed site plan application at the work session on h:'y 12, 2004 with the Architect Review Committee (ARC) meeting minutes. It is unfortunate that the design of the building couldn't be modified for approval by the Architectural Review Committee (ARC). As you were informed by the PB at the work session, the PB would like to see a complete landscape plan before reviewing for a decision. The approval of this proposed site plan is pending receipt and written approval from the NYS DOT, SCHDS, Town Engineers recommendations and the Building Inspectors Certification. For this issue to be reviewed please submit a landscape to the PB office. 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. Respectfully yours, Bruno Se n Senior Sire Plan Reviewer CC:file PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631)765-4330 Fav (631)765-4643 July 1 , 2004 Town of Southold Planning Board P.O. Box 1179 Southold, NY 11971 Attn: Bruno Semon RE : Michael Domino (Greenport Heights Development Corp . ) Dear Bruno : Enclosed please find a letter of non jurisdiction from the New York State Department of Environmental Conservation for the above referenced matter. I have a telephone call into Jeffrey Butler, the engineer for the Health Department and Department of Transportation permit numbers . Tf you have any questions, please do not hesitate to contact me . Very tpuly yours, Patricia C. Moore PC."Q,mm Enclosure D E C E WE All- - 2 �n D 2 �h Southold Town Planning Board Albert J. Krupski, President ��� CQG Town Hall James King,Vice-President 53095 Route 25 Artie Foster y P.O.Box 1179 Ken Poliwoday. ' = Southold, New York 11971-0959 Peggy A. Dickerson Gy�O a�� Telephone (631) 765-1892 1 ( Fax (631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD June 28, 2004 _ s1 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 I RE: GREENPORT HEIGHTS MICHAEL DOMINO, PRES. t__� — SCTM#1000-45-4-3.1 Dear Ms. Moore: The Southold Town Board of Trustees reviewed the site plan prepared by Jeffrey T. Butler, P.E. and survey prepared by Joseph A. Ingegno last revised April 20, 2004 and determined the proposed retail building and parking area to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr., President Board of Trustees AJK:Ims New York State Department of Environmental Conservation_ Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 V Phone: (631)444-0365 FAX: (631)444-0360 . _ Erin Crottyl Commissioner LETTER OF NON JURISDICTION-FRESHWATER WETLANDS June 22, 2004 Greenport Heights Development Corp. PO Box 75 Southold, NY 11971 Re: Application #1-4738-03361/00001 Main Rd., SCTM 1000-45-04-3.1, Greenport Dear Applicant: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposal to construact a new commercial building, parking area and sanitary system on Main Rd., Greenport, SCTM 01000-45-04-3.1, as shown on the survey prepared by Jeffrey T. Butler, dated October 22, 2003, is more than 100 feet from regulated freshwater wetlands. Therefore, no permit is required under the Freshwater Wetlands Act (Article 24 of the Environmental Conservation Law). Please note that any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, R r Evans CAF Permit Administrator cc: P. C. Moore, Esq. c-; PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries Ms. Jeri Woodhouse, Chairwoman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold,NY 11971 (BY HAND) Re: Greenport Heights Development Corp SCTM#1000-45-4-3.1 Dear Ms. Woodhouse: This project has been stalled because my client can not accept the Architectural Review Board's opinion on design changes to his building. My client's design professional, Jeff Butler P.E., has designed an attractive and functional building that meets within my client's budgetary constraints. My client respectfully requests that this site plan proceed with your review, as designed. We have submitted this site plan to DEC and have been advised, after a field inspection, that they are issuing a non jurisdiction determination. A request for a letter of non jurisdiction from the Trustees is pending. DOT and Health Dept. applications are pending. If you wish to discuss this further please do not hesitate to contact me. Ve tr_y ruly yours, Patricia C. M cc: Greenport Heights Dev. Corp. r , 'nr't °t!{ a PLANNING BOARD MEMBA ��gUFF0j f'4 JERILYN B.WOODHOUSE P.O. Box 1179 Chair = y� Town Hall, 53095 State Route 25 RICHARD CAGGIANO N Southold, New York 11971-0959 WILLIAM J. CREMERS O Telephone (631) 765-1938 KENNETH L. EDWARDS ' �� Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 5, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Greenport Heights, 74365 Main Street, Greenport SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore: The above site plan application was reviewed at the Architectural Review Committee (ARC) meeting held on April 29, 2004. A copy of the meeting minutes is enclosed. Please review the pertinent comments and inform us in writing if you are in agreement with the conditions. In addition,please modify the site/construction plan, and submit the revised plans to the Planning Board. If there are any questions, please contact me at(631) 765-1938 ext. 229 between the hours of 8:00 a.m. and 4:00 p.m. Respectfully yours, Bruno Semon Senior Site Plan Reviewer cc: file enc. ARC minutes PLANNING BOARD MEMBERS �QgUFFO(,�co • JERILYN B.WOODHOUSE �,0 l/ P.O. Box 1179 Chair y� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO WILLIAM J. CREMERSO Telephone(631) 765-1938 KENNETH L. EDWARDS A • O�� Fax (631) 765-3136 MARTIN H. SIDOR PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: May 4, 2004 To: James A. Richter, R.A., Engineer From: Bruno Semon, Senior Site Plan Reviewer Re: Revised Site Plan Approval for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: Active site plan proposed for a public hearing after all approvals are received. Required Return Date: ASAP 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 3,450 sq. ft. building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775' west of Moores Lane on the north side of NYS Road 25 in Greenport. Please refer to this revised site plan for your review. Please review for comments, concerns, approval and confirm any other code inconsistencies. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and last revised 4/20/04. i. 749S=9te2 r lkc lA i wl)rk a*.',{ W ; C; •� �s SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE �S April 29, 2004 D E 2 �/ 2 The ARC met at Town Hall at 4:30 p.m. Members present were: 15 LS Garrett A. Strang, Co-Chairman. D Robert 1. Brown, Co-Chairman MAY 3 2004 Herbert Adler, Jr. Landmarks Preservation Committee Howard Meinke, Cutchogue Southold Town Robert Keith, Mattituck, Secretary %anni 9oarn Also present were Bruno Semon and Valerie Scopaz of the Planning Board staff, Stacy Jacobson, Esq. for CVS Pharmacy; and Leonard Vaccariello for Southold Floor Covering Moved by Herbert Adler and seconded by Garrett Strang, it was RESOLVED to APPROVE the MINUTES of the meeting of April 15, 2004. Vote of the Committee: Ayes all. CVS PHARMACY (Main Road - Mattituck) The applicant agreed to meet earlier conditions regarding the number and location of additional multi-paned windows, the use of red stamperete for internal sidewalks and the use of architectural shingles as well as the placement of building mounted light fixtures. It was RESOLVED by Herbert Adler and seconded by Garrett Strang to APPROVE the APPLICATION with the FURTHER CONDITIONS that the most southerly and northerly dormers on the left and right elevations be centered on the respective columns beneath them, that the top of the sign be no more than 7 or 8 feet from the ground and that the Committee and the applicant consider how the site plan and the applicant might improve the Park at the front of the site 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 upon securing the Certificate of Occupancy. SOUTHOLD FLOOR COVERING (46255 County Road 48 - Southold) In a preliminary discussion, the applicant described a 7800 square foot buildng with 4100 feet of retail splace and a rear warehouse of 2000 feet. The Committee felt that the height of the warehouse should be lowered by 5 feet, perhaps by sinking it into the ground, and that a siding material be used other than vinyl, natural preferred. r it was recoimmended that the ZONIN SOARD OF APPEALS GRANT the requested,relief to the rear lot line and the width of the building in consideration of the design 6ANs specific building.. OSPREY D,0U KION WINERY (Main Road -, Peconic) In a preffminary presentation, the Committee reviewed a second story addition to the present tasting room and the addition of a 1350 square foot glass conservatory to its rear. Moved by Garrett Strang and seconded by Herbert Adler, it was RESOLVED to AGREE in CONCEPT subject to the Submission of the usual items on the Committee's checklist. Vote of the Committee: Ayes All. (74365Main Rd. - Greenport) The Committee reviewed revised plans, concluding that the pediment and glass doors were not,sufficient to make the southerly eleYation appear to be street frontage ( a reverse gable might be one possibility) and thait,th east elevation still has the appearnace of the rear of the building. RMB REALTY (North Road - Southold) ted thotthe poles and fixtures for Reviewing revised plans,the Committso su$gfls the land banked parking not be installed unttl needed and that the wiring be looped until then. The Committee awaits.sign detail, building mounted lighting and the material for the internal sidewalks: / ADMINISTRATIVE MATTERS. In response to an inquiry fron the Town Board and in light of perennial vacancies the Committee concludes that the allocation of membership by hamlet may certainly be waived as needed. The Committee was asked to schedule meetings during working hours to the extent possible to relieve the budget pressures in the Planniing Department Robert W. Keith Secretary F1137,774.47377 77_ .. - X35 PATRICIA C. MOORE Attorney at Law 51020 Main Road „-- Southold, N.Y. 11952 {� IN Tel: (631) 765-4330 D Fax: (631) 765-4643 APR 2 8 2004 Souftw Toren April 27, 2004 Manning Boats Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Attention: Bruno Semon Re: Greenport Heights SCTM#1000-45-04-3.1 Dear Bruno: Enclosed please find revised site plan prints for the above referenced site plan. Please note that the wetland line has been added to the site plan (page 1 of 6) and I will submit the plan to the DEC and Trustees for a no jurisdiction determination. Jeff Butler PE spoke to Jamie Richter, Town Engineer, and has identified and addressed the issues in Jamie's last letter (page 1 of 6 and page 2 of 6), please refer the revised plan to Mr. Richter for his review and recommendations. Landscaping detail was added see page 3 of 6 and 4 of 6. 14 MEN 5 0 m Ices me a YT'tecti:�g ,.. The DOT and Health Department application have been submitted by Jeff Butler, PE., if your office receives any comments please do not hesitate to contact me. If you wish to discuss this further please do not hesitate to contact me. Very truly yours, l' Patricia C. Moore cc: Mike Domino Jeff Butler, PE COUNTY OF SUFFOLK hJS VS STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MERMELSTEIN,M.D.,M.P.H. ACTING COMMSSIONER April 22, 2004 no Bruno SemonPlanning Board Office PO Box 1179 Town Hall, 53095 State Rte. 25Southold,New York 11971 RE: Greenport Heights Development SCTM#: 1000-45-4-3.1 Dear Mr. Semon: The Suffolk County Department of Health Services (SCDHS; "Department") has received your letter dated March 31, 2004 concerning the above-referenced project. 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 comment period(s) established for this action. These comments should not be construed as an implicit SCDHS approval or rejection of the project. All applications are reviewed, thorgpghly, 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 16, 2003 (HD Ref# C1O-03-0014), as required by Article VI of the Suffolk County Sanitary «ode. The Office of Wastewater is concerned with the installation of a septic system in g0000Cil on this site. The test boring,indicated the need to excavate 45 ft of unacceptable soil until good sand and gravel is reached. Forty of the 45 ft excavation will be in groundwater. Additionally the applicant needs to submit neighboring well and sanitary information and revised site plans to complete our review of this project. 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 •IZIVISION OF ENMQNMENTAL QUALM OFflCE OF ECOLOGY+.RIVERMAD COUNTY CENTER♦,RJV9RHE AD NY 11001-3397 ` Phore(631)852-2077 In(631)852-2743 �s SUFFOLK COUNTY WATER AUTHORITY 4060 Sunrise Highway,Oakdale, New York 71769 7'Fjt�( 200 April 14, 2004 D - 26e Bruno Semon APR 1 Town of Southold Planning Board PO Box 1179 S Southold,NY 11971-0959 Re: SCTM M 1000-45-4-3.1 Project Name: Greenport Heights Development Location: 74365 Main Road Greenport,N.Y. Dear Mr. Semon: The Sufrolk County Water Authority(SCWA)has received your agency referral letter that requests comments on the above referenced project. The SCWA suggests that the applicable topics on the enclosed checklist be addressed as part of the environmental review for this project. Where appropriate,the Plamiiig Board should incorporate the mitigative measures as covenants and restrictions on the project if it is approved. Please keep us apprised of this project. If you have any questions concerning our comments,please don't hesitate to give me a call at 631-563-0306. Sincerely, ud Ja bbsen Y Sr. Environmental Analyst Enclosure H:\PmeB\SCWA Dev Review\southold agency-eferrraLrequest.wpd / `• • Environmental Review Checklist • A. Water Resources(Groundwater) 1. Location and description of aquifers and recharge areas R. quality b. quantity C. seasonal variation d. depth to water table 2. Identification of present uses and level of use of groundwater a. private water supply b. public water supply C. location of existing wells d. agricultural uses e. commercial/Industrial uses f seasonal variation B. Land Use and Zoning 1. Existing land use and zoning a. description of the existing land use of the project site and the surrounding area b. description of existing zoning of site and surrounding area C. description of any affected agricultural district or other farmland retention program boundary in and surrounding the site site and surrounding area 2. Description of any land use plans or master plans which include project a. Southold Master Plan b. Southold Water Supply Management and Watershed Strategy C. Special Groundwater Protection Area Plan C. Public Water Service 1. Existing facilities 2. Current usage levels 3. Projected future usage levels 4. Projected future facilities D. Significant Environmental Impacts'Identify those aspects identified in above Items A.B.and C.,that may be adversely or beneficially affected by the proposed action including cumulative impacts as measured against Southold Water Supply Management and Watershed Protection Strategy and provide discussion. E. Mitigation Measures to Minimize Environmental Impacts-Describe mitigative ages to reduce or avoid potential adverse impacts identified in Item D. Mitigative meaaues include,but are not limited to: 1. Clustering development. 2. Limiting clearing to retain maximum undisturbed recharge areas. 3. Conserving open apex and placing conservation easements to protect these areas.The project should be designed in context of adjoining areas to maintain uoftgmented,contiguous open sp6w to maximize the benefit of these areas both ecologically and in terms of watershed protection. 4. Limiting fertilizer dependent vegetation to minimize tuff areas. 5. Using native plants for landscaping purposes that require less water and are more drought tolerant. in mind realistic 6. preserving existing native vegetation to the maximum extent practical keeping A conservation easement should be placed accessory uses that will likely occur(ie;sheds,pools). on the preserved area so it is not disturbed for accessory uses. 7. Using natural stormwater management practices(grass swales,filter strips,crested wetlands, etc),where possible. S. only installing ornamental water features that recycle water. Signs should indicate that water is recycled.These water features should not be operated during a drought. 9. Using porous pavements,and/or minimizing road widths to the extent practical,while still allowing adequate emergency access. 10. Requiring the use of landscape methods that minimize recharge of contaminants. F. Identify adverse environmental effects that cannot be avoided if the project is implemented a PLANNING BOARD MEMBI $VFRICO • JERILYN B.WOODHOUSE �� P.O. Box 1179 Chair Town Hell, 63095 State Route 26 Southold,New York 11971-0959 RICHARD CAGGIANO y, Telephone(631) 766-1938 WILLIAM J.CREMERS G ` Fax(631) 766-3136 KENNETH L.EDWARDS y 4Y MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 16, 2004 Patricia Moore,Esq. 51020 Main Road Southold,NY 11971 Re: Site Plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport,NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, This is to notify you of the status on the above described site plan. We will wait to hear from you before scheduling the review with the Architectural Review Committee. The site plan will be on hold until you notify the Planning Board that you are prepared to meet with the A.R.C. In addition the site plan will require the following approvals before PB Approval: SCHD,NYS DOT,NYS DEC,Town Trustee's and Southold Town Building Department. If there are any questions you can contact us at(631)765-1938 x229 between the hours of 8:00 am. and 4:00 p.m. Re ly urs, B Senior Site Plan Reviewer CC:file PLANNING BOARD xnj �$UFF04 JERILYN B.WOODHOUSE P.O.Box 1179 Chair Town Hall,63096 State Route 26 Southold, New York 11971-0969 RICHARD CAGGIANO Telephone(631) 766-1938 WILLIAM J.CREMERS KENNETH L.EDWARDS Fax(631) 786-3136 ��t' MARTIN H. SIDOR PLANNING BOARD OFFICE April 5, 2004 TOWN OF SOUTHOLD Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Dear Ms. Moore: Re: Scheduled A.R.C. Meeting GAIA Holistic aka Oki-Do;Ofteapert-Rei0ls,Hellenic Hotel SCT- M# 1000-38-7-7.1; 45-04-3.1; 35-2-14, 15.1 Zone: LI This letter is to inform you that the above-listed site plan applications are set for the Architect Review Committee(ARC)meeting on April 15, 2004 at 4:30 p.m. in the Southold Town Hall Conference Room. Attached is an ARC checklist for your use in preparation for the meeting. Please submit all materials�at need to be presented to the ARC before the meeting date or bring the materials with you to the meeting. Please inform us in advance if you will not be ready for the meeting date. If there are any questions, you can contact us at(631)765-1938 between the hours of 8:00 am. and 4:00 p.m. � Respec�tfiully yours, j Bruno Semon Senior Site Plan Reviewer att. cc: file I • • J PLANNING BOARD MEMBERS gOFFiu,i, JERILYN B.WOODHOUSE P.O. Box 1179 Chair Town Hall,63096 State Route 26 Southold, New York 11971-0969 RICHARD CAGGIANO Telephone(631) 766-1938 WILLIAM J.CREMERS �` Fax(631) 786-3136 KENNETH L.EDWARDS MARTIN H.SIDOR •� * '� MEMORANDUM PLANNING BOARD OFFICE Date: March 31, 2004 TOWN OF SOUTHOLD To: Agency Referral Request Southold Town Zoning Board of Appeals Suffolk County Department of Health Services *New York State Department of Transportation Suffolk County Water Authority From: Bruno Semon, Senior Site Plan Reviewe� Re: Proposed Site Plan for Greenport Heights Development 74365 Main Road, Greenport SCTM# 1000-45-4-3.1 Dear Reviewer: Status: New Active Site Plan. The above listed action and site plan is referred to your agency for review, comments, concerns, permits requirements and jurisdiction. Attached is a copy of the site plan application information for your review. This site plan is for a new 3,950 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq.ft. of second floor storagetmechanical space on 1.521 acres parol in the B Zone located at approximately 776 west of Moores Lane on the north side of NYS Road 25 in Greenport. SCTM#(s) 1000-1000-45-04-3.1 Please respond on your agencies position of the above action. Thank you in advance. cc: File *Maps are enclosed for your review PLANNING BOARD MEMBERSu4voilAm BENNETT ORLOWSKI,JR. P.O.Boa 1179 Chairman Town Hall, 63096 State Route 26 RICHARD CAGGIANO Southold,New York 11971-0969 WILLIAM J.CREMERS Telephone(891)786-1938 KENNETH L.EDWARDS Fax(631) 766-3196 MARTIN HSIDOR Date Received Date Completed PLANNING BOARD OFFICE Fmn® Fee TOWN OF SOUTHOLD APPLICATION FOR CONSIDERATION OF A SITE PLAN IS 2 � /New !LSnniouthold U LSChange of Use=Re-use_Extenslon 2 L <-A _Revision of Approved Site Plan Town Name of Business or Site: C!SeEPJW-r . Board ' SCTM#: 1000- 11C o It 3.1 Location: FRONT STREET R NPORT Address: 74abr ►Nd:N�z n. GKEeuPatT• Name of Applicant: tic N it er.s. t .7m Y E Do ;,ua-far GneehOr r #kr�4b ba„ L[c. Address of Applicant: hyo OLO NotTrl Rd•.F 6oi,4610 Al. Telephone: '76 S- gfo2 Owner of Land: —TP I rcf for�PPlin:t or Person responsible �'- I�9-7-12tC/A f^ /nODQ� Address: !,s/� 7.n /V-41IV grOAD s Sne 17 iPLD 7 / Telephone: Site plans prepared by: Fe f1;re... T_ 13-u T L� L- ( License No. 0 7 3 (k 93 Address: p•o Bop 634 J+tea frug i(7J=L Telephone: L3 i — 8ll 6gSo [ 31 zo 8) [ - FSG * Pape 3 Planning Board Site Plan Applkxtlon S$I Total land Area of Site (acres or square feet) Zoning District / sw,w Existing Use Of Site �ir+xerlti ur..ef {o '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 footage of floor area that will be reserved per use. I100 4. 'let well be re iw l o,"fr4we s. ler Ilea s, - 14L •j;// 6� Gross Roor Area of Exbting Sducture(s) 01 Gross loor Area of Proposed Structure(s) o •e Percent of Lot Coverage by Buflding(s) o fir, d. Percent of Lot for Parking (where applicable) i o % Percent of Lot for Landscapinb (where applicable) Hes applicant been granted a variance and/or special exception by *,s Board of Appeals- Case#&date J - - 64, Board of Trustees-Case#&date W State Department of Environmental CoA servation -Case # &data Suffolk County Department Health Services - Case # &date Case Number Name of Applicant Date of Dedislon Expiration Date Other No 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 ACTIIONV(aCAVATADIV OR CONS MUCI M MAYBE UNDERTAKEN UNTIL APPROVAL OFSITEPLAN BY PLANNING BOARD. V/OLATORSARESUBJECT io PROSECUTION. K Page 2 Planning Board Site Plan Application ..W APPLICANTS AFFIIMWIF STATE OF NEW YORK COUNTY OF SUFM N�ickee/ T• Do�.,ro being duly sworn, deposes and says that he resides at 3rfo OLD AloRTCF ROAD .50 "rtfoL�A /4•y in the State of New York, and that he Is the owner of the above property, or that he is the _ottrecdererieulc4p%f of the Cr;QL % perf fr!i Lh Deue�uw..�f, tic . nidal T '—T (spec" or 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 dearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed puri which has noj 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 albmittedd/as approved, will not be altered or changed In any mariner without the approval of the Planning Board, and that the actual physical Improvements will be Installed In strict accordance with the plans submitted. Signed • date (owner) Signed (Partner or Corporate VrKaar and Tile) Sworn tome this �vf day of f-Cpew3 (Nohry PWM JAELMA W WAN Nowslhob �f3Now lbrk oomffdlwon m CHIEF MICHAEL J.VERITY (631)477.9801 -STATION 1 1°T ASST.CHIEF DARRYL VOLINSKI (631)477-8261 -STATION 2 2ND ASST.CHIEF CLIFFORD J.HARRIS (631)477-1943-CHIEFS OFFICE CHAPLAIN C.KUMJIAN (631)477-4012-FAX ASST.CHAPLAIN T.LAMOTHE THIRD STREET•P.O.BOX 58 TREAS/SECRETARY L.TUTHILL EENPORT,NY 11944 PI RECORDING SECRETARY S.PIRILLO fl� n Goptonllne.n nil eS OrUalti�c!1 W45Z G U1'VA �y o � a � a 365 fr Lj V.PJu: PLANNING BOARD MEMBERS �gUFFO(,�c BENNETT ORLOWSKI,JR. =.r��. O(jy� P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 CM Southold, New York 11971-0959 RICHARD CAGGIANO W • Telephone (631) 765-1938 WILLUM J.CREMERS Fax(631) 765-3136 KENNETH L.MARTIN H. DOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD Ms. Sylvia Pirillo c/o Greenport Fire District P.O. Box 58 Greenport, New York 11944 Dear Ms. Pirillo: Enclosed please find one (1) site plan/survey, dated October 22, 2003 , for the Site Plan/Subdivision for Greenport Heights, 74365 Main Road, Greenport. SCTM#1000- 45-4-3.1 o 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. Please specify whether firewells are shallow or electric. o The enclosed subdivision is being referred to you for your r^ recommendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric. Thank you for your cooperation. Very truly yours, Qr enc. U '� - _ - VIL- - - - — PLANNING BOARD MEMBER �OgUffU(,�CO • JERILYN B.WOODHOUSE P.O. Box 1179 Chair C Town Hall, 53095 State Route 25 C#3 Southold, New York 11971-0959 RICHARD CAGGU NO • Telephone (631) 765-1938 WILLIAM J. CREMERS O Fax (631) 765-3136 KENNETH L.MARTIN H.ED DS IDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 23, 2004 Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Re: Site plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, N.Y. SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, This letter is to inform you that the Planning Board reviewed the above listed site plan application at the work session on March 22, 2004 with the Architect Review Committee (ARC) minutes of the meeting held on March 4, 2004. As discussed at the P.B. work session this site plan is placed on for review at the A.R.C. meeting March 30, 2004 at 4:30pm. Please prepare the proposed changes as displayed to the PB for the A.R.C. meeting. Please submit the proposed changes prior to the meeting. 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. Respect y y rs, f' B em Senior Site Plan Reviewer CC:file enc. ARC minutes PLANNING BOARD MEMBS ��$UfFO(,�c JERILYN B.WOODHOUSE _�� y P.O. Box 1179 Chair .2 Town Hall, 53095 State Route 25 RICHARD CAGGIANO y Z Southold, New York 11971-0959 �+' • Telephone (631) 765-1938 WILLIAM J.CREMERS O KENNETH L. DS y�o� �aO� Fax (631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 19, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Site plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, This letter is to inform you that the above listed site plan application was reviewed at the Architect Review Committee (ARC) meeting held on March 4, 2004. Attached you will find a copy of the minutes from the meeting. Please review the minutes and inform us in writing if you are in agreement with the conditions. 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. Resctfully rs, o Se n Senior Site Plan Reviewer CC:file enc. ARC minutes SOUTHOLD TOWN E C U ARCHITECTURAL REVIEW COMMITTE D D MARCH 4, 2004 MAR 17 2004 The ARC met at Town Hall at 4:3Op.m., Members present were: Garrett A. Strang, Co-Chairman Robert I Brown, Co-Chairman Southold Town Herbert Adler, Jr., Landmarks Preservation Committee Piannin 8oarn Herbert Ernst, Southold Also present were Councilman Thomas Wickham, Bruno Semon of the Planning Board Staff, Michael and Joy Domino for Greenport Heights Development Corporation, John Rose and Diane Herald, R.A. for First Baptist Church of Cutchogue, Jim DeLuca, R.A. for RMB Realty LLC. and Pat Moore, Esq. for Mattituck Fire Department. "DeVe18P ' `F• (74365 Main Road, Greenport) The applicants resubmitted their previous drawings with no changes but only described material and:. finish choices. A discussion ensued with regard to the applicant's reason for not considering the design alternates suggested by the committee at the December 2nd meeting. The applicant indicated he liked the design of the building as it was and would not be willing to entertain any design alternates. The Committee indicated that although we would have preferred the building's front facade to face South, (NYS Rt. 25)we could understand his reason for having it face West. The committee reiterated it's concerns that both the ;South and East facing facades were not sympathetic to their Main Road exposure, especially give-,i the fact the building site is located on the primary corridor to and from Greenport Village. We.6nce again suggested that some creative architectural modifications to the South and East elevations could be accomplished with little or no additional construction cost and much aesthetic benefit to not only the Town and Village but also the project site. To the committee's disappointment, the applicant refused to give these suggestions any consideration. Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to deny the application and stand by the committee's original resolution of December 2, 2003, copy attached. Vote of the Committee: Ayes All. Applicants as a reminded that deviations from approved drawings without the review and approval of the Architectural Review Committee will cause rescission of the original approval and may negatively impact securing the Certificate of Occupancy. First Baptist Church of Cutchogue (C.R. 48, Cutchogue) Due to budget reasons, the Applicant's architect described a design change from that which was previously approved, of an all masonry building to a steel framed building with a simulated brick veneer("Genstone") and a bronze colored standing seam metal roof. It was noted the building design and footprint stayed essentially the same however Robert Brown voiced a reservation to the ridge intersections not aligning. All other architectural elements, materials and finishes are to remain as previously approved. Moved by Herbert Adler and seconded by Garrett Strang, it was RESOLVED to accept the modification to the original approval. Vote of the Committee: Ayes All. Applicants are reminded that deviations from approved drawings without the review and approval of the Architectural Review Committee will cause rescission of the original approval and may negatively impact securing the Certificate of Occupancy. RMB Realty, LLC (C.R. 48, Southold) The Applicant's architect described a new medical complex comprised of two one story brick veneer buildings of traditional style with a central courtyard and surrounded by parking. The roofing will be architectural shingles in a Weathered wood color, windows to be Andersen white vinyl clad and entry doors to be white aluminum commercial storefront. The applicant offered to have all roof penetrations on the courtyard side of the buildings, install "Period Style" low, pole mounted, 360 degree lighting fixtures in the courtyard only with higher pole mounted parking lot lighting, shielded to totally contain light on the site. The applicant agrees to delete the vinyl siding at the gable ends and install a "Hardie Plank" type siding product in its place. The committee recommends that the Planning Board "Land Bank"the northerly most row of parking along CR48 to increase the planting area transition between the road and the parking area. The applicant agreed with this recommendation. Moved by Robert Brown and seconded by Herbert Adler, it was RESOLVED to approve the application as submitted with the CONDITIONS that all roof penetrations match the color of the roof, all ground mounted mechanical equipment be screened with landscaping, and final lighting fixture choices as well as site/building signage be submitted for review by the ARC. Vote of the Committee: Ayes All. Applicants are reminded that deviations from approved drawings without the review and approval of the Architectural Review Committee will cause rescission of the original approval and may negatively impact securing the Certificate of Occupancy. Mattituck Fire Department (Pike Street, Mattituck) The Applicant's attorney described a small addition to the pike street side of the headquarters building to house a radio room/dispatch area with all materials matching the existing building. In addition an existing accessory building in the southwest corner of the site will be reconstructed for use as a command center. Moved by Garrett Strang and seconded by Robert Brown, it was RESOLVED to approve the application as submitted with the CONDITION that the material choices and colors for the reconstructed accessory building be submitted for review by the ARC. Vote of the Committee: Ayes All. Applicants are reminded that deviations from approved drawings without the review and approval of the Architectural Review Committee will cause rescission of the original approval and may negatively impact securing the Certificate of Occupancy. Penney Lumber Cellular Phone Tower (Sound Avenue, Mattituck) Moved by Robert Brown and seconded by Herbert Adler, it was RESOLVED 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 Meeting Adjourned at 6:00 P.M. The next meeting has yet to be scheduled. Garrett A. Strang, Co-Chairman pECEPWE MAR _. D Southold Town Planning Board � I PLANNING BOARD MEMBERSo�OgUFFO�,�co • P.O. B x B.WOODHOUSE �/ 0 1179 JERILYN B Char y� Town Hall, 53095 State Route 25 RICHARD CAGGIANO N Southold, New York 11971-0959 W Telephone (631) 765-1938 KENNETH WILLIAM LJ. EDWARSDS O Fax (631) 765-3136 MARTIN HESDOR 'yf * �aO� PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 20, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights D.velopment, LLC Located approximately 775'west of Moores Lane, on the north side of NYS Route 25, in Greenport SCTM#1000-45-4-3.1 Zone: B, General Business District Dear Ms. Moore: This letter is to inform you that the above listed site plan application is set for the Architectural Review Committee (ARC)Meeting on Thursday,March 4, 2004 at 4:30 p.m. at the Town Hall in Southold. Attached is an ARC check list which you should refer to in preparation for the meeting. Please submit all materials that need to be presented to the ARC before the meeting date or bring the materials with you to the meeting. Please inform us in advance if you will not be ready for the meeting date. 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. Respectfully yours, Bruno Semon Senior Site Plan Reviewer Encls. / g11FF0(,�c • ��J �L I ELIZABETH A.NEvILLE � Town Hall, 63096 Main Road TOWN CLERK P.O.Box 1179 REGISTRAR OF VITAL STATISTICS : Southold, New York 11971 MARRIAGE OFFICER �,fr Fax(631) 766-6146 RECORDS MANAGEMENT OFFICER '�Ql 10 Telephone(631) 766-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD MEETING . RESCHEDULED February 18,2004 The Southold Town ARCHITECTURAL REVIEW COMMITTEE will meet MARCH 4, 2004 on Thursday, at 4:30 P.M. in the Conference Room at Southold Town Hall,53095 Main Road, Southold,New York. AGENDA 1. Greenport Heights 2. First Baptist Church, Cutchogue 3. Medical Center, Southold i �1, E1C� Nevllle Southold Town Clerk Committee Members Town Board Town Attorney .2 p0 w Chief of Police D 15 l5 U D Supt. of Highways Departments FEg g 2004 News media Southold Town Plannin Board The following information is to be submitted to the Architectural Review Committee after the Planning Board notifies you in writing that the application is acceptable. The Planning Board office will attach a copy of a site plan to the following material: • Notations as to the type of building construction, proposed occupancy or use and the location of fire separation walls (if it projects beyond the building envelope). • Floor plans drawn to scale(1/4" = P preferred) • Elevation drawings to scale of all sides of each building (1/4" = P preferred). The following information shall be shown on the drawings: Type and color of roofing - include sample Type and color of siding- include sample Type of windows and doors to be used, material and color of all windows and door frames- include sample Type and color of trim material - include sample • Rendering of building if possible Notation of the type of heating/cooling equipment to be used. Show or indicate exterior locations of all equipment i.e., heat pumps, air conditioning compressors, etc. on plans and/or elevations. • Type and locations of all roof-mounted mechanical equipment • Type and locations of all mechanical equipment, plumbing and/or attic venting through roof or building sidewall. • Typc, color and style of proposed masonry material for chimneys or accent walls - iri�lude samples or photos. • Details, color, type and style of any proposed ornamentation, awnings, canopies or tents. • Photos of existing buildings and/or neighboring properties from four directions of project site, if possible. • Type, color and design of all exterior signage, both building-mounted and free standing. Please use this list as a checklist. Regretfully, we cannot accept incomplete submissions. Place all materials in a large manilla envelope with your application name printed on the outside. Large samples should be labeled. If you want samples returned, please note same on the label. THE ARCHITECTURAL REVIEW COMMITTEE WOULD BE HAPPY TO MEET WITH YOU AT A PRE-SUBMISSION CONFERENCE PRIOR TO YOUR ACTUAL SUBMISSION PLANNING BOARD MEMBERS ��$UFFO(�c • JERILYN B.WOODHOUSE �� �(/ P.O. Box 1179 Chair y� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO WILLIAM J. CREMERS O Telephone (631) 766-1938 KENNETH L. EDWARDS 4, • \� Fax (631) 765-3136 MARTIN H. SIDOR �! O PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 3, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Engineers letter on the site plan for Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, Enclosed you will find a copy of the letter dated January 29, 2004.'1om 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. 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. Respe 17 lly u BrunouSemon Senior Site Plan Reviewer CC:file enc. �gUFF91/r p j JOSHUA Y. HORTON ��� °�ry� JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROAD ' TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (516)-765- 1366 �.� �' M El OFFICE OF THE ENGINEER AN TOWN OF SOUTHOLD Southold Town Jerilyn B. Woodhouse Flanni oa Chairperson - Planning Board Town Hall, 53095 Main Road Southold, New York 11971 Re: Greenport Heights Development Site Plan State Route 25, Main Road, Greenport, NY SCTM #: 1000-45-04-3.1 Dear Mrs. Woodhouse: As per a request from your office, I have reviewed the site plan for the above referenced project. The site plans were dated 10/22/03 and have been prepared by Joseph A. Ingegno, LS. and certified by Jeffery T. Butler, PE. The following report is hereby submitted for your reference: 1. The site plan does not indicate the presence of known freshwater wetlands located immediately to the north of the proposed development. The limit of wetlands should be indicated and the 100' buffer zone should be plotted. Land banked parking stalls, as proposed on the site plan, appear to be within this buffer area. 2. New York State DOT Curb Cut Permits should be required for the proposed entrance to the new facility. 3. The driveway construction detail shown on page one of six indicates the installation of concrete sidewalks and curbing along the State Road. Will these items be required? If they are, they should also be coordinated and reviewed by the State DOT Design Department. 4. Drainage calculations are provided on sheet two of six and meet the minimum requirements of the Town Code. The design, however, appears to have a conflict with design details and proposed top of grate elevations. (indicated on the plan as [TG]) Leaching pool details would require TG elevations to be a minimum of six(6')feet above ground water. The ground water table has been established @ 18.7',as indicated by the test hole, and would require a minimum TG elevation of 24.7' to maintain a minimum separation between the bottom of the proposed leaching pools and the water table. Two of the proposed CB/Leaching Pools have been proposed with TG elevations of 23.8'. Grading plans should be revised and inlet elevations should be adjusted accordingly. 5. The drainage calculations call for a total of 14 (ten foot diameter) catch basin /leaching pools to be installed. The site plan drawing shows or indicates a total of 16. A numbering system should be provided for all Catch basins and leaching pools to verify quantity and placement of all drainage as proposed. Page 1 of 2 . 0 Greenport Heights Development Site Plan Page 2 of 2 . SCTM #: 1000-45-04-3.1 January 29,2004 6. A Gravel Area has been proposed at the North Westerly corner of the proposed parking lot. What is the purpose of this surface? Is it access to the adjacent property? If so, a concrete apron or header curbing should be installed to protect the edge of asphalt pavement. If you have any questions concerning this report, please contact my office. erely, James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) PLANNING BOARD MEMBERS ��gUFF014, JERILYN B.WOODHOUSE �0 ��/ P.O. Box 1179 Chair C Z� Town Hall, 53095 State Route 25 W Southold, New York 11971-0959 RICHARD CAGGIANO y. • Telephone (631) 765-1938 WILLIAM J. CREMERS Fax (631) 765-3136 KENNETH L.MARTIN H. SIDS DOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD January 23, 2004 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re' Proposed Site Plan for Greenport Heights Development, LLC Located approximately 775' west of Moores Lane, on the north side of NYS Route 25, in Greenport SCTM#1000-45-4-3.1 Zone: B, General Business District Dear Ms. Moore: This letter is to inform you that the above listed site plan application is set for the Architectural Review Committee (ARC) Meeting on January 29, 2004 at 4:30 p.m. at the Town Hall in Southold. Attached is an ARC check list which you should refer to in preparation for the meeting. Please submit all materials that need to be presented to the ARC before the meeting date or bring the materials with you to the meeting. Please inform us in advance if you will not be ready for the meeting date. 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. Respe y yours Bu on Se Ior Site Plan Reviewer cc:file o�gUFFO(,�co - S ELIZABETH A.NEVILLE h� � Town Hall, 53095 Main Road TOWN CLERK 0 00P.O. Box 1179 REGISTRAR OF VITAL STATISTICSSouthold, New York 11971 MARRIAGE OFFICER .fr �� Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER ��! .��� Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD January 22, 2004 The Southold Town ARCHITECTURAL REVIEW COMMITTEE will meet on Thursday, January 29 2003 at 4.30 P.M* in the Conference Room at Southold Town Hall, 53095 Main Road, Southold, New York. AGENDA • Greenport Development, Greenport • Natural Landscaping, Peconic • Elements of Nature, Southold Elizabeth A. Neville Southold Town Clerk Committee Members Town Board Town Attorney Chief of Police DEC E IV D Supt. of Highways Departments News media JAN 2 3 2004 Southold Town Planning Board The following information is to be submitted to the Architectural Review Committee after the Planning Board notifies you in writing that the application is acceptable. The Planning Board office will attach a copy of a site plan to the following material: • Notations as to the type of building construction, proposed occupancy or use and the location of fire separation walls (if it projects beyond the building envelope). • Floor plans drawn to scale (1/4" = 1' preferred) • Elevation drawings to scale of all sides of each building (1/4" = I' preferred). The following information shall be shown on the drawings: Type and color of roofing - include sample Type and color of siding - include sample Type of windows and doors to be used, material and color of all windows and door frames-include sample Type and color of trim material - include sample • Rendering of building if possible • Notation of the type of heating/cooling equipment to be used. Show or indicate exterior locations of all equipment i.e., heat pumps, air conditioning compressors, etc. on plans and/or elevations. • Type and locations of all roof-mounted mechanical equipment • Type and locations of all mechanical equipment, plumbing and/or attic venting through roof or building sidewall. • Type, color and style of proposed masonry material for chimneys or accent walls - include samples or photos. • Details, color, type and style of any proposed ornamentation, awnings, crinopies or tents. • Photos of existing buildings and/or neighboring properties from four directions of project site, if possible. • Type, color and design of all exterior signage, both building-mounted and free standing. Please use this list as a checklist. Regretfully, we cannot accept incomplete submissions. Place all materials in a large manilla envelope with your application name printed on the outside. Large samples should be labeled. If you want samples returned, please note same on the label. THE ARCHITECTURAL REVIEW COMIy1ITTEE WOULD BE HAPPY TO MEET WITH YOU AT A PRE-SUBMISSION CONFERENCE PRIOR TO YOUR ACTUAL SUBMISSION �s PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski January 14, 2004 Secretary Southold Town Trustees P. O. Box 1179 Southold Town Hall Main Road, Southold, NY 11971 Re : Greenport Heights Michael Domino,pres . 1000-45-04-3 . 1 Dear President Krupski and Board: Enclosed please find survey of property with freshwater wetland line . Please provide letter of non-jurisdiction. The proposed development is more than 100 , from the freshwater wetland edge . Very truly yours, Patricia C. Moore cc : Bruno Semon Southold Town -r,l r,g'oard ,,ian 14 04 ',. teC2a Moore Lay Office 6317654643 p. 2 7'I3 µ%/cr✓ttq PATRIOA C. MOORS Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 17ax: (631) 765-4643 Jatntmy 13, 2004 Southold Town Building Department Town -1 all 53095 Main Road P.O.Box 1179 Southold,NY 1 19-/1 Att Make (BY FAND) Re: Greenport Heights Development, LLC/Domino SCTM41000-45-04-3.1 Dear Mike; Enclosed please find a print of the revised site plan for a commercial building. Please note the following changes: I. No take out restaurant, My client has provided for possible rental to a Deli/Restaurant The tenant has not beer selected, however, the owner wishes to provide for the appropriate sanitary system. 2. You reviewed the design of the building with the main structure as 60' (conforming), because the porch has no foundation and is being used as a covered handicap access, you stated that it does not affect the width of the building. No variance will be required. 3. The side yard setbacks have been revised and are conforming. My client has measured the following front yard setbacks: Clarence Jester to west- 48' 3", to the east-the Gas Station Shed (50'; and the pump island( less than 6')and further, east is Peconic Sign (30') and the Bus Company (40' ). Therefore, our proposed 50' front yard setback is conforming. Please advise me if there are any issues which would necessitate a zonule board application. Thank you in advance for your courtesies. Very truly yours, Patricia C. Moore . Jan 14 04 11 : 02a Moore Law Office 6317654643 p. l PATRICIA C. MOORE Attorney a,Law 51020 Main Road Southold.New York 11971 Tel: (631) 765-4330 Fax: (631)765.4643 FACSIMILE COVER StiEE The pages co r, ii=inq this facsimile transmiss oa contain c:onfident_ml information from Latricia C. Moore. This information is intended solply for use by the nd_vidua7 entity -armed as the recipient hereof . If you are not the intended _ecipient, be aware that an} disclosure, copying, distribution, or -se of the contents of chis transmission is prohibited. If you 1---ave received this t.rdnsmission .-n error; please notify us by telephone immediately so we may arrange to ret.eieve this transmission at no cost to you. Y DATE:__, TO-A-- Y'ABER J^ PAGES =VCLUDING COVER SHEET r�L IF TR NSMI.=S?0N IS FAtT_,TY OF. INCOMPLETE, PLEASE CALL BACK AS SOON AS POSSLBLS. CI.i TN'I IQAIv:E Dom_ [� � JAN l 4 2004 D Southold Town .._ P�ann;ngBoard 0 0 PLANNING BOARD MEMBERS �OgUFFO�,rCo BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman C Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO y, Telephone (631) 765-1938 KENNETH WILLIAM LJ. EDWAR SDS O Fax (631) 765-3136 MARTIN H.SIDOR 'y�� Ot' PLANNING BOARD OFFICE TOWN OFSOUTHOLD December 11, 2003 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport,NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, In reference to the above application and an internal referral to the Town Trustee's for this proposed site plan application. Attached you will find a copy of the memo from the Town Trustee's requesting additional information before a jurisdiction determination can be made. Please submit all the items addressed in the Town Trustee's memo dated December 10, 2003. 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. 41 Re ect I yours, Brt�Ib em Seri rr Site an Reviewer CC:flle S0FF0(,� Albert J. Krupski, President 0�,� C� Town Hall James King,Vice-President = Gy� 53095 Route 25 Artie Foster O P.O. Box 1179 N M. Southold,New York 11971-0959 Ken Poliwoda M. Peggy A. Dickerson .!i • O�� Telephone (631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OFSOUTHOLD rn TO: Bruno Semon, Senior Site Plan Reviewer FROM: Albert J. Krupski, Jr., President Board of Trustees soutlwld Tom Manni Boen1 DATE: December 10, 2003 RE: Site Plan Referral for Greenport Heights Development SCTM#45-4-3.1 The Southold Town Board of Trustees has reviewed the above-referenced site plan. In order to make a determination whether this project is within our jurisdiction, we request the wetlands be delineated on the plan. Thank you very much for your cooperation. PLANNING BOARD MEMBERS i BENNETT ORLOWSKI,JR. �� C�/i P.O. Box 1179 Chairman C Town Hall, 53095 State Route 25 RICHARD CAGGIANO H Southold, New York 11971-0959 WILLIAM J.CREMERS "p • Telephone (631) 765-1938 KENNETH L. EDDARDS 'j',�O! �aO� Fax(631) 765-3136 MARTIN H PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 9, 2003 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC Located approximately 775' west of Moores Lane, on the north side of NYS Route 25, in Greenport SCTM#1000-45-4-3.1 Zone: B, General Business District Dear Ms. Moore: - The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, December 8, 2003: BE IT RESOLVED that the Southold Town Planning Board makes a determination that the proposed action is a Type II and is not subject to review pursuant to 6 NYCRR Part 617.5. Please contact this office if you have any questions regarding the above. Very truly yours, Bennett Orlowski, Jr. 6 Chairman PLANNING BOARD MEMBERS gUFFO(,� BENNETT ORLOWSKI,JR. ��� CSG_ P.O. Box 1179 Chairman Town Hall, 53095 State Route 25 WILLIAM J. C4 Southold, New York 11971-0959 RICHARD CREM RS Telephone (631) 765-1938 KENNETH EDWARDS Fax(631) 765-3136 MARTIN H.SIDOR 'r4l �a�t� PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 9, 2003 Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Re: Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport, NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, This letter is to inform you that the above listed site plan application was reviewed at the Architect Review Committee (ARC)meeting held on December 2, 2003. Attached you will find a copy of the minutes from the meeting and comments. Please review the minutes and inform us if you are in agreement with the condition. Please modify the site plan, construction plans and submit the revised plans 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. Respeff lly yours, AB Semon Senior Site Plan Reviewer CC:file enc. ARC minutes 0 To: Architectural Review Committee From: Greenport Heights Development LLC, Michael J. and Joy Domino Re: Site plan application According to instructions provided at Dec. 2, 2004 meeting please find for submission the following items or information: I. Building construction, occupancy, etc. 2. Floor plans 3. Elevations drawings including: a. roofing materials: Medalion 1, color; Brandywine, McElroy Metal Roof Inc. www.mceiroymetal.com b. Wolverine Siding Systems, www.siding com, T3 classic smooth, low gloss champagne. c. Anderson windows, Benchmark doors. 4. Geothermal heating/cooling 5. No roof mounted mechanical equipment. 6_ Plumbing ventilation will be on Northeast roof, exhaust ventilation through mechanical room sidewall. 7. No chimney or accent walls. 8. No ornamentation, awnings, etc. 9. Photos included 10. Elliptical exterior sigh color to match roof, gold leaf lettering, location existing utilities pole pE E nil D DEC 8 Southold Town Plannin Board Bs SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE December 2, 2003 D 2 pp The ARC met at Town Hall at 4:30 p.m.. Members present were: IS v D Garrett A. Strang, Co-Chairman. Robert I. Brown, Co-Chairman DEC — 8 2003 Herbert Adler, Jr.,Landmarks Preservation Committee Howard Meinke, Cutchogue Robert Keith, Mattituck, Secretary Planning Board Also present were Bruno Semon of the Planning Board staff, Michael and Joy Domino for Greenport Heights Development Corporation, Darin Skrezek for Natural Landscape Accents, and Thomas Wickham, Moved by Robert Brown and seconded by Garrett Strang, it was RESOLVED to APPROVE the MINUTES of the meeting of November 6, 2003. Vote of the Committee: Ayes all. 11, 1A Manhasset Avenue - Greenport) Moved by Herbert Adler and seconded by Howard Meinke, it was RESOLVED that the prior CONDITIONS were SATISFIED SAVE for the color of the roof. Vote of the Committee: Ayes All. 'GREENPORT HE1*HTS;6EVELOPMENT CORPORATION (74365 Main Road - Greenport) The applicants described a 2400 square foot building to be shared by restaurant and retail spaces and faced to the west. The Committee recommended that the design professional suggest changes to acknowledge that the South elevation faces the street and to mitigate the appearance of the East elevation which is now designed as the rear of the structure. Moved by Garrett Strang and seconded by Robert Brown, it was RESOLVED to TABLE the application awaiting design possibilities and the completed checklist pertaining to roof penetrations, exterior lighting etc. Vote of the Committee: Ayes All. NATURAL LANDSCAPE ACCENTS (North Road - Peconic) rs',lS2EZEC, The applicant described a 50,000 square metal, heated, storage building to include an office and toilet facilities. The Committee suggested that the roof pitch be increased to as much as 6 in 12 and that the porch roof be changed from a hip to a straight shed design. Moved by Garrett Strang and seconded by Robert Brown, it was RESOLVED to TABLE the application pending revised drawings and the information on the Committee's checklist. Vote of the Committee: Ayes All. OSPREY DOMINION/ LIPA WIND TURBINE (Main Road - Peconic) RESOLVED by Herbert Adler and seconded by Robert Keith, it was RESOLVED to NOTE that there no issues upon which to comment and to express the APPRECIATION of the Committee for the opportunity to REVIEW the application. Vote of the Committee: Ayes All. / -�Ait�(�l1 rCGt?G� Robert W. Keith Secretary PLANNING BOARD MEMBERS ��gUFFOLIr BENNETT ORLOWSKI,JR. , P.O. Box 1179 Chairman C y� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGL9NOy, • Telephone (631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L.MARTIN HESDS DOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM Date: December 3, 2003 To: Al Krupski, President of Town Trustee's From: Bruno Semon, Senior Site Plan Reviewer Re: Site Plan Referral for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: New active site plan proposed for Type II SEQRA determination at the public meeting on December 8, 2003. Requested Return Date: ASAP In reference to the above, attached you will find a site plan. The Site Plan reflects the current proposed build out of the site. 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 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775' west of Moores Lane on the north side of NYS Road 25 in Greenport. Please review for comments and concerns. Please indicate whether this project needs to be reviewed by the Trustee's and is within the jurisdiction. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and received by the Planning Board 12/03/03. PLANNING BOARD MEMBERS gUFFO(/r BENNETT ORLOWSKI,JR. .rO�O C�(/' P.O. Box 1179 Chairman C Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 RICHARD CAGGIANO v, Telephone (631) 765-1938 WILLIAM J.CREMERSO KENNETH L. EDWARDS �' ' �� Fax(631) 765-3136 MARTIN H. SIDOR �QI �a PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: December 3, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewe�� Re. Revised Site Plan Certification for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: New active site plan proposed for Type II SEQRA determination at the public meeting on December 8, 2003. Required Return Date: ASAP 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 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft.restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775' west of Moores Lane on the north side of NYS Road 25 in Greenport. The following needs review from your Department. As proposed the building is 60' long with an approximately 6' overhang on the west side which makes the overall length approximately 66' and 100-103 c permits 60' linear frontage. The side yard proposed is 25' on the east and the bulk schedule indicates 25' is needed. The front yard setback is proposed at 50'. As described above the parcel will have more then one use. Please refer to the previous memo sent to you on November 18, 2003. Please use this site plan for your review. Please review for comments, concerns, certification and confirm Town Code inconsistencies. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and received by the Planning Board 12/03/03 PLANNING BOARD MEMBERS �OgUFFO(,�co BENNETT ORLOWSKI,JR. �0 /i P.O. Box 1179 Chairman O J� Town Hall, 53095 State Route 25 y Southold, New York 11971-0959 WILLIAM J..CREMERS RICHARD • Telephone (631) 765-1938 REMO KENNETH L.EDWARDS �'� �� Fax (631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: December 3, 2003 To: James A. Richter, R.A., Engineer f � From: Bruno Semon, Senior Site Plan Reviewer Re: Revised Site Plan Approval for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: New active site plan proposed for Type II SEQRA determination at the public meeting on December 8, 2003. Required Return Date: ASAP 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 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775,west of Moores Lane on the north side of NYS Road 25 in Greenport. Please refer to this revised site plan for your review. Please review for comments, concerns, approval and confirm any other code inconsistencies. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and received by the Planning Board 12/03/03. PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 December 2, 2003 D E E Southold Town Planning Board DEC - 3 2003 D Town Hall 53095 Main Road Southold Towa P.O.Box 1179 Plannin Boats Southold, NY 11971 Att: Bruno (BY HAND) Re: Greenport Heights Development, LLC/Domino SCTM#1000-45-04-3.1 Dear Bruno: Enclosed please find 6 prints of the revised site plan for a commercial building. Please note the following changes: 1. No take out restaurant. My client has provided for possible rental to a Deli/Restaurant The tenant has not been selected, however, the owner wishes to provide for the appropriate sanitary system. 2. Mike Verity reviewed the design of the building with the main structure as 60'(conforming), because the porch has no foundation it does not affect the width of the building.No variance will be required. 3. The side yard setbacks have been revised and are conforming. The architect has measured the average front yard setback(west-48'3",east 50',Bus Co. on east 40')and the front yard setback is also conforming. 4. In June 2002 Environmental Services Co. completed several test holes and found the water table to be at 28', the Health Dept. records have the water table at 10-15' in this region. 5. The DEC and Town freshwater wetland maps which have been adopted and undergone public notice are enclosed. This parcel does not appear within 100' of any freshwater wetlands. The Trustees inspected the property prior to my client's purchase of the property and found no issues with wetlands. It is my understanding that your office will be forwarding a request for comment to the Trustees. 6. For your information in 1970 this parcel was approved for new and used car sales. 7. The engineer has submitted an application to the Health Department and will be submitting an application to the NYSDOT. S. After the Trustees have inspected the property we will determine if the DEC is an issue. If necessary we will request a letter of non jurisdiction. Please advise me when the Board is meeting on the proposed site plan as I would like to be present for your comments. Thank you in advance for your courtesies. V ours, P is C. Moore SUFFOLK _ . Suffolk County Quadrangles Pmm Asd i2. JO d Harbor 23. Napeague beach 34. BayShore W4st 13. # s Northport 24. HuntlVon 35. Bay Shore Ea,,. 14. Saint James 25. Greenlawn 38. :,ayville I � _ t^1 >ia-.d 15. Port Jefferson 26. Central Islip 3T. Howells Point I. rAwd I 4 :k YCs '.d. Middle :stand 27. Patchogue 36. Patrsrsquaah islarc ti!�! Id 17. Wading RIv6r 26. BeUport 38. ',Vest Giigo Basch ort 18, Ftiverheed 29. Moriches r s I ?'s Island YJ9st 19. Ma_ttituck 30, Eastport I eRenao �: >•s !ei,nr, East 20. Southampton 31. Quogue gid? 'X _ I _ .r. "o.nt 21. Sag Harbor 32 Shinnecock Inlet u��oLp I 3 22. East Hampton 33. Amltyvi0e utY'y k!r. y,, [t�2 low Fl.w RIVEW FAD ,.� 1 Ewt tt wmaron %{1� 014 1• s Ndrt:`;o of ifr ' � 0H � ? L V._._u•1F^S9L.,�-- ^'nd� ®' (_7y ', !'I.�:yMo- ,< srtootctu► d10'r- i y :1 f blr.dY t IsuP IT 1 L:ndsAh2urrl ' ."s1m LEGEND CUitiM UNE 46 1 j s.9w ° eo I — ^— TOWN LINES a•.iit amu:_ pq,,, ----- OUADRANGLZ BOUNDARIES 16"YLON � INCORPORATED VILLAGES ` z AND CITIES Q MAP NUMBER F ;5 ____ ...._- ... -. ..-. _...... _ f1 SOUTHOLD SOUTHOLD QUADRANGLE NEW YORK-SUFFOLK CO. 7.5 MINUTE SERIES oy0� 2 440 000 FEET 720000m.E. 72'P'30- 41'07'30" 330 oao FEET t 45550o0m.N. i e INLET POND COUNTYy , '1• PARK 0 •M' •'io° �1 F 1 1 r i ♦Oh,Was _ .II JJ reatme ' p Ity 6c)4 et°� \ i Green Al w f44 6,JS 53 t 0 rlr ieM 1 C \ as • SO' o SO-Il S a + ••1 ';�t •- .,r_ � �/ 320 000 a ♦ D - b + —_ SO-19 — NOTICE '•� •0' am•= / - This map shows wetlands SO-20 °sa { protected under Articy 24 of the State Environmental Conservation Law. Whether they are shown on this map or not, wetlands also may be p•otected ul:d'eT federallaw. purst.ant to Section 404 of the - SO-17.,.t Clean Water Act. or under local law. is '�� Interested parties should consult V ICY �: '� '•..t. •'• r-"'� with their appropriate Corps of Engineers office or local govern ment to determine whether other ° Dermits are required. " • a• o • �. moi_-. • V l: l • • T m �p Y ' 1 FII I O • p V C oe F i O OG•L ' m E gl I m O N N O I() N O X!JU I :)IVIC}d`1NV P.L L_:j rl is I�J�t7 -lC1NV I1�M t]�LVlv�hy »b� Submission Without a Cover Letter Sender: �s SuGject: �- SCTM#: 1000- Date. 000-Date: ( �— , — 03 Comments: q17 �5 D pECEOdC D NOV 1 9 2003� Southold Town Plannin Board PLANNING BOARD MEMB �OgUFFO(,�co 0 BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman C Town Hall,53095 State Route 25 C4 Southold, New York 11971-0959 WILLIAM RICHARD J. CREMER • Telephone (631) 765-1938 KENNETH L EDWARSDS O Fax (631) 765-3136 MARTIN H.SIIDORy��.( 0`' PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 18, 2003 Suffolk County Planning Commission 220 Rabro Drive P.O. Box 6100 Hauppauge, NY 11788-0099 Attention: Andrew Freleng, Principal Planner Subdivision Review Division Gentlemen: Pursuant to Section A14-24, Suffolk County Administrative Code, the Southold Town Planning Board hereby refers the following proposed subdivision to the Suffolk County i Planning Commission: i Map of: Greenport Heights Development LLC Hamlet/Locality: Greenport S.C.D.P.W. Topo No.: Zoning: B S.C. Tax Map No.: 1000 - 45 -4-3.1 Major Sub. Minor Sub. Site Plan_X_Cluster Lot Line Change MATERIAL SUBMITTED: Preliminary Plat (3 copies) Road Profiles (1) Drainage Plans (1) Topographical Map (1) Site Plan (1)_X_ Grading Plan (1) Other materials (specify and give number of copies) _6 of 6 drawings Waiver of Subdivision Requirements - See attached sheet Page 2 Southold Town Planning Board Referral Referral Criteria: Please review the Site Plan reflects the current proposed build out of this site. This site plan is for a new 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of take out restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775'west of Moores Lane on the north side of NYS Road 25 in Greenport. SEQRA STATUS: 1. The project is an ( ) Unlisted Action ( ) Type I Action ( X ) Type II Action 2. A ( ) Negative Declaration ( ) Positive Declaration ( ) Determination of Non-significance has been adopted by the Planning Board. "E.I.S. statement enclosed. ( ) Yes (X ) No 4. The proposed division has received approval from the Suffolk County Department of Health. ( )Yes ( X )No Comments: Pending approvals are NYS DOT, NYS DEC and TownTrustee's We request acknowledgement of receipt of this referral ( X ) Yes ( ) No Referral received 2001 by the Suffolk County Planning Commission and assigned File No. Sincerely, Bennett Orlowski, Jr. Chairman PLANNING BOARD MEMBO OgUFF01.t • BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman � Town Hall, 53095 State Route 25 Cz Southold, New York 11971-0959 RICHARD CAGGIANO T Telephone (631) 765-1938 WILLIAM J.CREMERS Fax(631) 765-3136 KENNETH L. IIDS MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD Ms. Sylvia Pirillo c/o Greenport Fire District P.O. Box 58 Greenport, New York 11944 Dear Ms. Pirillo: Enclosed please find one (1) site plan/survey, dated October 22, 2003 , for the Site Plan/Subdivision for Greenport Heights, 74365 Main Road, Greenport. SCTM#1000- 45-4-3.1 o 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. Please specify whether firewells are shallow or electric. O The enclosed subdivision is being referred to you for your recommendation at to whether any firewells are needed. Please specify whether firewells are shallow or electric. Thank you for your cooperation. Very truly yours, enc. PLANNING BOARD MEMBE• gOFF011t ���0 C�j� BENNETT O Chairman OWSKI,JR. P.O. Box 1179 ChairmTy Town Hall, 53095 State Route 25 � y Z Southold, New York 11971-0959 RICHARD CAGGLSNO v, • Telephone (631) 765-1938 WILLIAM J. CREMERS Fax(631) 765-3136 KENNETH L. A MARTIN H.SIDORDS PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: November 18, 2003 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer, ' U Re: Site Plan Certification for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: New active site plan proposed for Type II SEQRA determination at the public meeting on December 8, 2003. Required Return Date: ASAP 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 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of take out restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775'west of Moores Lane on the north side of NYS Road 25 in Greenport. The following needs review from your Department. It appears this site plan as proposed will require a special exception under Town Code 100-101 B-9 for the take out restaurant. As proposed the building is 60' long with an approximately 6' overhang on the west side which makes the overall length approximately 66' and 100-103 c permits 60' linear frontage. The side yard proposed is 15' on the east and the bulk schedule indicates 25' is needed. The front yard setback is proposed at 48'. As described above the parcel will have more then one use. Attached is a letter sent to the applicant on November 18, 2003 indicating they need to apply to the Building Department. Please review for comments, concerns, certification and confirm any other code inconsistencies. Please forward a copy of the disapproval if to our office. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and received by the Planning Board 11/12/03 PLANNING BOARD MEMBERS �o • P.O. Box 1179 BENNETT ORLOWSKI,JR. Chairman Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGIANO h Z y. r-ft• ' Telephone(631) 765-1938 WILLIAM J. CREMERS G Fax (631) 765-3136 KENNETH L.MARTIN H. IDS DOR 'yif�ol �aO� PLANNING BOARD OFFICE MEMORANDUM TOWN OF SOUTHOLD Date: November 18, 2003 To: James A. Richter, R.A., Engineer From: Bruno Semon, Senior Site Plan Reviewer Re: Site Plan Approval for Greenport Heights Development 74365 Main Road Greenport, NY SCTM# 1000-45-4-3.1 Zoned B Status: New active site plan proposed for Type II SEQRA determination at the public meeting on December 8, 2003. Required Return Date: ASAP 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 3,450 sq. ft building which will include 1,200 sq. ft. of retail space, 1,200 sq. ft. of take out restaurant, & 1,550 sq.ft. of second floor storage/mechanical space on 1.521 acres parcel in the B Zone located at approximately 775'west of Moores Lane on the north side of NYS Road 25 in Greenport. Please review for comments, concerns, approval and confirm any other code inconsistencies. 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 6 of 6 pages prepared by Jeff Butler, dated 10/22/03 and received by the Planning Board 11/12/03 PLANNING BOARD MEMBERS o�pgpFF0(,�CO P.O.Box 1179 BENNE C ORLOWSKI, JR. _� � Town Hall, 53095 State Route 25 C2 Southold, New York 11971-0959 RICHARD CAGGIANO Telephone (631) 765-1938 WILLIAM J.CREMERS • Fax(631) 765-3136 KENNETH L. DS MARTIN H. SIIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 18, 2003 Patricia Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Greenport Heights Development, LLC/Domino 74365 Main Road, Greenport,NY SCTM# 1000-45-4-3.1 Zone B Dear Mrs. Moore, In reviewing the site plan application materials submitted to this office on November 12, 2003,we found the following elements to be deficient. After review of the site plan, it was noticed that the building total square foot increased to 3,950 square feet and the fee was based on 2,400 square feet. Please submit the additional site plan payment of $77.50. The proposed site plan application will need to include the following to be processed: 1. Please revise page three of the application and submit it to the Planning Board. 2. Please create a key map as required per the application. 3. Explain the use of cross over driveway and provide a draft crossover agreement. 4. Detail the sign if proposed and submit. 5. Please prepare and submit applications to the Town Trustee's and NYS DEC. 6. We will require a NYS DOT curb cut permit and Suffolk County Health Department before final Planning Board approval. 7. Please submit the materials required for presentation to the A.R.C. ,8. Please submit an application to the Building Department for disapproval; please make the application to the Town ZBA for the Special Exception Take Out Restaurant. At this time the site plan will be scheduled for the December 8, 2003 public meeting. Please submit all the items addressed above to the Planning Boards office. 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. V�eRe yours, n Ior Site Plan Reviewer CC:file PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 November 12, 2003 Bennett Orlowski, Jr., Chairman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold,NY 11971 (BY HAND) Re: Greenport Heights Development, LLC/Domino SCTM#1000-45-04-3.1 Dear Mr. Orlowski: Enclosed please find revised site plan for a commercial building and Water Supply Narrative to be added to the Long EAF for the above referenced project. Please advise me when the Board is meeting on the proposed site plan as I would like to be present for your comments. Thank you in advance for your courtesies. Ve ours, (?ricia C. Moore DE C E i V E 0D NOV 1 2 2 03 Southok Town Plannin Board Submission Without a Cover Letter Sender: Subject: �i�E��CL�� �FiC�I�%.5 -Pevet SCTM#: 1000- Date- al- j Comments: eH 1; / -53 -:9rj7& 3� 172_ _ _ FES %t pECE VE OV _ 3w D SeftM To" Nnni"I Boats Submission Without a Cover Letter Sender: Y� , " Subject: ect: SCTM#: 1000- Date. Comments: atL D E C E[ WE C(j 3 fu.)3 D Southold Town Planning Boats PLANNING BOARD MEMBERS �SUFFO�,�c BENNETT ORLOWSKI,JR. P.O. Box 1179 Chairman o y� Town Hall, 53095 State Route 25 Southold, New York 11971-0959 RICHARD CAGGLANOW • Telephone (631) 765-1938 WILLIAM J. CREMERS O KENNETH L. EDWARDS Fax (631) 765-3136 MARTIN H.SIDOR PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 1, 2003 Patricia Moore, Esq. 51020 Main Road Southold,NY 11971 Re: Greenport Heights Development, LLC/Domino 74365 Main Road Greenport,NY SCTM# 1000-45-4-3.1 Dear Mrs. Moore, In reviewing the site plan application materials submitted to this office, we found the following elements to be deficient. After review of the site plan, it was noticed that the fee paid of $270.00 is incorrect; therefore the check is being returned to you. The correct fee for this proposed site plan application is $576.30. The proposed site plan application will need to include the following to be processed: 1. Please identify the detail shown on plan 2 of 2 showing the kitchen sink trap. Will the building have a kitchen? 2. Breakdown the parking calculations for each use. Show each area by use in the building. 3. Supply elevations details of the proposed building and a construction plan set. 4. Show curb cut details and unit dimensions. 5. Show all adjoining property district zones and the zone for this parcel. 6. Explain use of cross over driveway and provide a draft crossover agreement. 7. Detail the sign and lighting if any will be proposed. 8. Show street tree's per Town Code 100-212 ( leach of a 2"tree per 40'). 9. Landscape plan will be needed to identify the landscaping proposed. 10. Please prepare and submit applications to the Town Trustee's and NYS DEC. 11. We will require a NYS DOT curb cut permit and Suffolk County Health Department before final Planning Board approval. 12. Please submit the materials required for presentation to the A.R.C. 13. Please refer to attachment for all other site plan required items. • 14. Please have site plans stamped by a registered design professional. At this time the site plan will be held as a pre-submission application. Please revise the site plan to include the items listed above. 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. ;;eectfi ours,Se S Ian Reviewer CC:file, Site Plan Check List PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, N.Y. 11952 Tel: (631) 765-4330 Fax: (631) 765-4643 Margaret Rutkowski Melissa McGowan Secretaries September 22, 2003 Bennett Orlowski, Jr., Chairman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Re: Greenport Heights Development, LLC/Domino SCTM#1000-45-04-3.1 Dear Mr. Orlowski: Enclosed please find a site plan application for a commercial building and Long EAF for the above referenced project. I have also enclosed my client's check in the amount of$210.00($150.00 + [2400 sq.ft. x .025 /sq.ft] $60.00). Please call me when the Board is meeting on the proposed site plan as I would like to be present for your comments. Thank you in advance for your courtesies. Very truly yours, LS2Patricia C. Moore 2 2003 D Southold Town Planning Board REQUEST FOR INFORMATION OR ASSISTANCE Date: Pic 4 a (' t T b o /',w S e f, Name: 04 1,64a 0 / 3-- © a I'" Telephone: ) ( T- qV0 L Mailing Address: 3S?V el b X0411 6 4f S'ouY-,o/d , !Al. l(g7) SCTM# of site you are inquiring about:- = 3 . Query: (Please be specific about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) EC VE SEP 1 20T D Southold Town Planning Board For Office Use Only: Routed to: ( J //00/O® b dSrL] ' /Il Sc _ t ' fr.. /r1C;, 9/A 2—/9 r- ( is o-9/i#6 - //--�•' `"`n.-< < YSRPS ASSESSMENT INQUIRY& DATE 09/16/2003 473889 SOUTHOLD SCHOOL GREENPORT SCHOOIW ROLL SEC TAXABLE PRCLS 330 VACANT COMM TOTAL RES SITE 45 . -4-3 . 1 TOTAL COM SITE 74365 MAIN RD ACCT NO 17 OWNER & MAILING INFO === I =MISC ________ ______ ASSESSMENT DATA =======____ GREENPORT HEIGHTS DEV LLC IRS-SS I **CURRENT** RES PERCENT PO BOX 75 1 1 ILAND 2 , 300 **TAXABLE** SOUTHOLD NY 11971 1 BANK ( TOTAL 2 ,300 COUNTY 2 ,300 **PRIOR** TOWN 2,300 LAND 2,300 SCHOOL 2,300 1 ( TOTAL 2,300 ==DIMENSIONS === =====_= SALES INFORMATION __________________________________ ACRES 1 .52 ( BOOK 12217 SALE DATE 09/11/02 SALE PRICE 140, 000 IPAGE 54 PR OWNER PHILEE REALTY CORP ------=TOTAL EXEMPTIONS 0 -----------== == TOTAL SPECIAL DISTRICTS 3 CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE VALUE IFDO31 IWWO20 ISWO11 F1=NEXT PARCEL F3=NEXT I EXEMPT/SPEC F4=PREV EXEMPT/SPEC 75 . 10- 03-050 F6=G0 TO INVENTORY F9=G0 TO XREF F10=G0 TO MENU 1 4 { �y ? 4 Ryt iVx �and t d t� i two ti TIPT Vol 0011 ilk AVE its Z 9y P3 f z- .f oil. z tel ? 'A fB e II I I II B / H� LB R1 1 i I i ua �{ V l 9 � )NO. M t131tlK jl1end) �. ss ' (99 t s im esvoae —.90 3rme ua s 7 off 191 K i g r-I k \\ Yw Yt \F zEn co z w/Nw I / 3Mtl1 I I I o 9Te" I w Z� I \ � ,rsr 2 \ II II �sr I I v rrr, oni �r O z. 3030 NO 30 r PZ 'o-I 'S11NMSN0D-N3 AH 03'DO" \ I Stl SONTJL3m N3INMN W 40 3003 \ I - -£Z SONY113M 631VMHS38J 7 7 \ 'T` wum CT' 'IT 'T xi [`F/3 ani / / s M / / O Z Sar" i z T° / dtlOdH� 0t� 67T ,09'66 o%v FOP77jl ti 3 110501Z.ZB S a .os.+z zc S tti 'Non 'oNo� aNno, 0 z VN/O/F p� a lLLdCE OF CG cn C w 209 REENPORT / G 7`ccG pl, w rn xJls x 19.2 o C rn G Ry ti m r-, 75.37' S o- CM 00 G y C � � 'FL4G V) 0 rn QAL o, s 2 AL 9.2 � � AL � AILALFRESHWATER WETLANDS ALAIL EDGE OF FRESHWATWETA1NDS AS 'I` ER a `G Q \ FLAGGED BY FN-CONSULTANTS. Inc. All, \ ON DECEMBER 79. 2003 -- — -- FLAG N m �p All, x ilk W C Cal CD a , N `0 w 1 w \ 00 0 0 :. , N b t _ \ \ 0n \ 0 C x212 xU6V —11 CD p 1 � tj C G O \\ 6 h a .24.4 _ _P2 "9 \ _- -23 Z41x \ x 24.5 \ 23.7. x29.6 1 94 24.1 q 1 243 x x24.6 1 x19.4 2 J m x24.] / 1 ' 14.4 FRAME RyAME i x7_4.2 x33.: x23.6 1 x . 5F1E0 •i \\ 1 11 .s• 11 111 24 111 11� 1, 24 7 \ \ FENCE G.S�Y Ir 1 28 2 212 24.1 `• .: 1 I 24.1 (N 11 1 • •' " ' '. _i .............. 23.9 W II pIRW — ::.. : co 1 cow. eN. cn PAMONC, ASPtIA.LT s AIA- cBAVEi-. NNT, — RAL ©p: . -4, PREPARED..a r. • x2 I N ACCC� STANDARDSFOR TRI & 1? ? fC fes'_ , •-; , , EE SUCH 115E BY THE HUSE AN ,• x FOR BY, mLE -� , 3p s7 3... }: x22.96 (PUBS WI' o� ! r, u d SURVEY OF PROPERTY SITUATED AT GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C . TAX No. 1000-45-04-3. 1 SCALE 1 "=30' AUGUST 12, 2002 JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY & TEST HOLE JANUARY 5, 2004 ADDED WETLANDS AS FLAGGFr' FEBRUARY 3, 2004 LOCATED ADJACENT BUILDINGS FOR SETBACKS AREA = 66,260.58 sq. ft. 1 .521 ac. NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:2Q.G EXISTING CONTOUR LINES ARE SHOWN THUS: - — — — — -20— — - -- — TEST HOLE DATA D ` - - + �(TEST HOLE DUG BY McOONALD GEOSCIENCE ON JUNE 25, 2003) �._-- - EL. 23.5' 0• MIXED SAID k LOAM BROWN GREY CLAY CH ..,----- EL 18.]' 4.8' SDUihCid I'utiJ Pl2ndmg Fozr" ^_E_ RTIFIED TO: PECONIC ABSTRACT GREENPORT HEIGHTS DEVELOPMENT LLC WATER IN BROWN At GRAY CLAY CN _ MICHAEL DOMINO 42' WATER M AI BROWN CLAYEY SD SC 45' WATER IN BROWN PM TO COARSE SAND SW 51' O Q BR1CK w"DING 1,1/2 '`�� 1 _8 IL SHED Lo I (m 1 11 BTB•31 UNAUTHORIZED ALTERATION OR ADDMON II C40 G 2.9N. 1 TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE L EDUCATION LAW. L1�o. COPIES OF THIS SURVEY MAP NOT BEARING I T•N. THE LAND SURVEYOR'S INKED SEAL OR O.rERNN�' 2 EMBOSSED SEAL SHALL. NOT BE CONSIDERED I TO BE A VAUD TRUE COPY. 1 b1T'I'LO 1 B N CERTIFICATIONS INDICATED HEREON SHALL RUN PUMP K ` ONLY TO THE PERSON FOR WHOM THE SURVEY .-_U(�}y J��/ TI PREPARED.COMPANY, GOVERNMENTAL ON !CS BEHALF TO THE TITLE,AND 16N NLE DING DLSRRlIRON LISTED HERE RAND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS AAE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENT'S OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCOR CE WITH THE MINIMUM STANDARDS FOR SURVEYS AS D ADOPTED Joseph A. Ingegrlo BY THE H USE APPROVED AND ADOPRED FOR SUCH USE BY NEW YORK SKATE IN7D TITLE Land Surveyor Titie Surveys — Subdivisfans — Site Plans — Construction Layout 1 L %`(rr PHONE (631)727-2090 Fox (631)727-1727 Michael J. Domino P.O. Box 75 Southold, NY 11971 - February 6, 2007 Mark Terry Senior Town Planner Town of Southold Planning Dept. Town Hall Annex _ < Southold NY 11971 Dear Mark, This letter is a follow up to our meeting today wherein I outlined a request to schedule a final site plan inspection required in order to obtain a Certificate of Occupancy for Greenport Heights Development project at 74365 Main Rd., Greenport, S.C.T.M. 1000-45-04-3.1. We believe that we have completed all components of the initial proposal except for landscaping and the erection of three parking lot lights. The landscaping will be completed by licensed landscape architect Michael Shannon as soon as conditions and plant availability allows. The parking lot lights are on back order following a miscalculation with the bolt pattern and will be installed when available. Thank you in advance for your anticipated cooperation in this matter. Regards, Michael J. Domino MAILING ADDRESS: PLANNING BOARD MEMBERS �a so P.O. Box 1179 JERILYN B.WOODHOUSE �0� Oj- Southold, NY 11971 Chair O OFFICE LOCATION: KENNETH L. EDWARDS N :kc Town Hall Annex MARTIN H.SIDOR G Q 54375 State Route 25 GEORGE D. SOLOMON • �� JOSEPH L. TOWNSEND (cor. Main Rd. &Youngs Ave.) Owl li�' 111 Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 21, 2006 Michael J. Domino Greenport Development Heights, LLC. P.O. Box 75 Southold,New York 11971 Re: Greenport Development Heights 74365 Main Road, Greenport, NY SCTM#: 1000-45-4-3.1 Dear Mr. Domino: At the written request of the letter dated November 14,2006 detailing site plan changes.The Planning Department staff reviewed the change and presented the information to the Planning Board at the work session held on November 20,2006. In reference to the above,the Planning Board agreed to accept the change of the parking lot surface from pavement to recycled crushed concrete as approved on the site plan approval dated April 12, 2005 with the following stipulations; • The handicap parking spaces must be installed to meet all the requirements of the NYS Building Code and American Disabilities Act standards. • The drainage as noted on the approved site plan will not change and be installed. Attached you will find is a copy of the letter. This letter does not condone any as-built site plan changes and or approvals from other agencies if required. Respectfully yours, Marty Sidor,Jr. Co Chairperson Cc: File Building Department Town Engineer Michael J. Domino Greenport Heights Development, LLC PO Box 75 Southold,New York 11971 November 14, 2006 Town of Southold Planning Board Town Hall Annex Southold,New York 11971 Dear Board Members, Mrs. Domino and I on behalf of Greenport Heights Development LLC petition the Planning Board to allow a temporary amendment to the approved site plan for Tax map# 1000 45.-4-3.1. Specifically we propose to use RCA material instead of black top within the curbed parking area. The material will be graded in the same manner as the proposed black top to specified grade and elevations so that it will function in a nearly identical manner but at a very reduced cost. There are significant environmental benefits to the use of this material that constitute a key element in our decision to put this proposal forward. Should the RCA not perform as anticipated we will remover it so that black top can be installed as per the original specifications. Thanking you in advance for your consideration of this matter. Sincerely, Michael J. Domini 4 CC Planning Dept. E Town Engineer Supervisor S. Russell vv Li Michael J. Domino Greenport Heights Development, LLC PO Box 75 Southold,New York 11971 November 14, 2006 Town of Southold Planning Board Town Hall Annex Southold,New York 11971 Dear Board Members, Mrs. Domino and I on behalf of Greenport Heights Development LLC petition the Planning Board to allow a temporary amendment to the approved site plan for Tax map# 1000 45.-4-3.1. Specifically we propose to use RCA material instead of black top within the curbed parking area. The material will be graded in the same manner as the proposed black top to specified grade and elevations so that it will function in a nearly identical manner but at a very reduced cost. There are significant environmental benefits to the use of this material that constitute a key element in our decision to put this proposal forward. Should the RCA not perform as anticipated we will remover it so that black top can be installed as per the original specifications. Thanking you in advance for your consideration of this matter. Sincerely, Michael J. Domino n �a CC Planning Dept. Town Engineer a. NOV 1 5 "[.,06 � .. Supervisor S. Russell J X Semon, Bruno To: PB Members Only Subject: Greenport Development Heights SCTM 45-4-3.1 letter Hi George, Attached is the letter draft for the above referenced site plan. I have placed George's name on the letter for signature per Jeri recusing her self from the work session vote. Please email me any changes you would like completed. If no changes are needed, please come by the office and sign the original for us to copy and mail. The original is printed and in your in bin box. I will put it in a red folder. MI�71 LLLJ 45-4-3.1 Greenport Development... Thanks Bruno 1 Michael J. Domino Greenport Heights Development, LLC PO Box 75 Southold,New York 11971 November 14, 2006 Town of Southold Planning Board Town Hall Annex Southold,New York 11971 Dear Board Members, Mrs. Domino and I on behalf of Greenport Heights Development LLC petition the Planning Board to allow a temporary amendment to the approved site plan for Tax map# 1000 45.-4-3.1. Specifically we propose to use RCA material instead of black top within the curbed parking area. The material will be graded in the same manner as the proposed black top to specified grade and elevations so that it will function in a nearly identical manner but at a very reduced cost. There are significant environmental benefits to the use of this material that constitute a key element in our decision to put this proposal forward. Should the RCA not perform as anticipated we will remover it so that black top can be installed as per the original specifications. Thanking you in advance for your consideration of this matter. Sincerely, Michael J. Domino ;` k CC Planning Dept. — Town Engineer Supervisor S. Russell `` NOV 1 5 200.6 µ>. wr p • 0 MAILING ADDRESS: PLANNING BOARD MEMBERS ��Of SOUryo Southold,,ox 1179 1 971 JERILYN B.WOODHOUSE �� l0 Char y_ +t OFFICE LOCATION: WILLIAM J. CREMERS co A Town Hall Annex KENNETH L.EDWARDS G� A��N 54375 State Route 25 GEORGEN H.SIDOR D SOLOMON FOI�"Ou 11 (cor. Main Southold, NY Youngs Ave.) 111, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE May 10, 2005 TOWN OF SOUTHOLD Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC. Located approximately 775' w/o Moores Lane, on the n/s/o NYS Road 25, Greenport SCTM#1000-45-4-3.1 Zone: B General Business District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 9, 2005: WHEREAS, on April 12, 2005, the Southold Town Planning Board granted final approval of the site plan prepared and certified by Jeffrey T. Butler, Professional Engineer, dated October 22, 2003 and last revised April 4, 2005, and the Chairperson endorsed the final site plans subject to a one-year review from the date of issuance of the building permit; be it therefore RESOLVED, that the Southold Town Planning Board hereby revises the final resolution for Greenport Heights Development as follows; the following wording is to be deleted: "At such time that the commercial property to the east is the subject of an approved site plan, a cross-over to the adjoining parking area to the rear shall be permitted; and"; and the following text is to be substituted: "At such time that the commercial property to the east is the subject of an approved site plan, a cross-over be permitted to the adjoining parking area on the north side of the building at the discretion of the Planning Board if warranted; and" Please contact this office if you have any questions regarding the above. Very truly yours, Jerilyn . Woodhouse Chairperson Enc. cc: Building Department Town Engineering Inspector Board of Trustees w h7' v PATRICIA C. MOORE (; , Attorney at Law 51020 Main Road Southold, N.Y. 11971 Tel: (631)765-4330 Fax: (631)765-4643 Margaret Rutkowski Secretary April 14, 2005 Ms. Jeri Woodhouse, Chairwoman Southold Town Planning Board Town Hall 53095 Main Road P.O.Box 1179 Southold, NY 11971 (BY HAND) Re: Greenport Heights Development Corp SCTM#1000-45-4-3.1 Dear Ms. Woodhouse: In review of the resolution adopted on April 12, 2005 the Board included in the site plan the following condition: 4. At such time that the commercial property to the east is the subject of an approved site plan, a cross-over to the adjoining parking area to the rear shall be permitted,- Mr. ermitted,Mr. Domino owns the parcel to the west, has shown a cross-over easement on the west side of the subject property and this cross easement has been discussed and approved by everyone. We believe there was an error in the resolution because you added a cross-easement on the east dise.. We respectfully request that this resolution be corrected. However, if the Board intended to mandate a cross easement on the east side, adjacent to the construction yard operated by Mr. Ratsy, we have a serious problem. The cross-easement on the east side was specifically discussed and rejected by Mr. Domino during a meeting with the Planners Valerie Scopaz and Bruno Semon, and by letter confirming the meeting dated February 4'. At no time during a public hearing or an open work session with the Planning Board was a cross easement on the east side of the subject property discussed with either the applicant or myself. We object to such a significant condition affecting the title to the property being placed on the site plan approval without due process. A cross-easement on the east of the subject property is wrong for many reasons: the rear of the subject property contains wetlands and a 100' buffer, the rear of the subject property is unimproved(green space), the rear of the property contains the sanitary system, and most importantly Greenport Heights will not assume liability for the development to the east. An applicant has no legal obligation to grant an easement to an adjacent property, the Planning Board has no legal authority to mandate the grant of an easement. Certainly such a significant condition on the owner's property warrants a discussion with the property owner and his lawyer. Presently Ratsy Construction is operating a heavy commercial use without site plan approval. The use is inconsistent with the retail center approved on the subject property. When Mr. Domino advised Mr. Ratsy that a cross-easement was placed as a condition of the site plan approval, Mr. Ratsy asked Mr. Domino to advise the Planning Board that "I (Ratsy)will sue your ass off if he (Domino) tries to do a cross over". Given the objections of both affected property owners,Domino and Ratsy, to a cross-easement, please revise the resolution without a cross easement on the east. Your immediate rectification of this is required to avoid unnecessary litigation to force removal of this unauthorized condition on the site plan approval. Very tru- ly )aatncia C. Moore cc: Greenport Heights Dev. Corp. Submission Without a Cover Letter Subject: V1e +`^<<�� SCTM#: 1000 - 4`b 0 'J � Date: N-- pC;\ \\, ZtwS _ APR 11 2005 Comments�e_r-Zcc�vev-�, j • I � Iii. i � � Y A '. l , 4At, f , R � � i RM 42(2/05) STATIO NEW YORK DEPARTMENT OF TRANSPOFOON HIGHWAY WORK PERMIT ~ 10-@15G S 1Permit Fee: $ 550.00 Permit Nol 0-05- 0 0,3 5 Insurance Fee: $ 175.00 Project Identification No,: Total Received: $ 725.00 Expiration Date: 12/01/2005 Check or M.O. No.: 2059 8229''. SH No.: Deposit Rec.for$ 0.00 Check or M.O.No.: Dated: 'Permittee: Estimated Cost of Work Performed in the State Right-of-Way'$ 0.00 GREENPOINT HEIGHTS DEVELOPMENT Chargeable toBondNo 69888520 P.O. BOX 75 SOUTHOLD, NY 11971 or Undertaking on File ($ 10000.00) att: Billing Address: (complete if different from above) Return of Deposit Made Payable to: (complete if different from Permittee) Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANTLY MAINTAIN COMMERCIAL ACCESS ON THE NORTH SIDE OF MYS RTE. 25, BETWEEN NNS 1652-1653, AND 0 THEN INCIDENTAL WORK AS PER ATTACHED PLANS & SPECIFICATIONS. ALL WORK SHALL BE TO THE SATISFACTION OF THE RESIDENT E NOINEER. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED PLANS, NYS SPECS OR AS ORDERED BY STATE ENGINEER. NAINTE NANCE & PROTECTION OF TRAFFIC SHALL BE RESPONSIBILITY OF THE PERMITTEE AT ALL TINES UNTIL COMPLETION OF ALL WORK ETC THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND A HARD HAT. CourdWFOLK SOUTHOLD Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area, or over the routes as stated therein, if required; and pursuant to the conditions and regulations general or special, and methods of performing work, if any; all of which are set forth in the application and firm of this permit. DateoloPPAUGE, N.Y. commissioner ofTra orta 'o Date Ohl EUGENE SMITH By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY UST NOTIFY THE RESIDENT EN1G-(,NEER, KF**4 FFlWI LI�2t� IN E. \1 {��c Y t ` 5 2 X7 9 50 ( F31 q*, t;^^i �l o C L OO(L l rCl — '73q — 7.5(70 UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE AND'DELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHOR VED AGENT(If Any) Work authorized by this permit has been satisfactorily completed and is accepted Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return charged against Bond may be released Bond is authorized ❑ Amount c ❑ Mailing address of refund has been verified. ❑ Retain Bond for future permits If different, list new address below. ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT.ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed _ ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other APR 12 2005 r DATE REGIONAL TRAFFIC ENGINEER ( The issuing authority reserves the right to suspend or revoke this permit of its discretion without. hftanng or the necessity of showing fuse, either before or during the operations authorized. -- - - The Permittee will cause an approved copy of the application to be and remain attached hereto uniU aff work under the permit is satisfactorily completed, in accordance with the terms of the attached application All damaged or disturbed areas:resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation, ` Upon completion of the work within the state highway right-of-way,authorized•by'the work permit,the person,firm,corporation, municipality, or state department or agency,and his or its successors In interest shall be responsible for the..maintenance and repair of such work or portion of such work as set forth within the terms and conditions-of the work permit. '6 f- irZ P PERM 42(2'05)REVERSE INSPEC110N REPOR7 For each Highway Work Permit issued, inspections w':l be performed.The fo0cwno .,-e,,cAtnue r. ,c p:11,f" for 2a;i' the date, inspector, and hours spent on inspection. H the total inspection time aY,(;eedi',l I Frxr, khea a N,,, 12 1 N Dt�PAR'T­MENT SERVICES) is REQUIRED. INSPECTION l6-_'PORI H,nU("S'A!(_"RKE9Y 'L)ATE Name Date 0 Nan)o Date, R 0 77 - 77", Name Date R �';­Tze.—L."—IF711,01 Overtime: INSTRUCTIONS; 1. rVW1_: Name of inspector 2, DATE: Day inspected. 3 R The number of Regular hour, spent,�n 4 ") I'he number of overtime hours. spent on fc •�,-_d 5. HCURS: Add across rows for R and 0. 6 TOTAL HOURS; Add the columns for R and 0 COMM ENTSIOSSERVATIONS I HLREBY CERTIFY THAT THE INFORMATION CONTWNEDABCIVE IS 'HL i � • • PERM 41td (41861 REVERSE b. Boring, Jacking, and Tunneling Methods a) All the requirements of B.I. a. 1.) DESIGN of through f) shall apply. ____.----- h) Open excavations shall be protected with the required controls f rG safety and fogthe maintenance and prbtection of traffic in accordance with the New York State Department of Trans orta[ionn, Manual of Uniform Traffic Control D�dvicgt — -- P P CONSTRUCTION a) All the requirements of B. 1. a. 1.) CONSTRUCTION shall apply. ^ C C. SUBBASE, PAVEMENT AND SHOULDER REQUIREMENTS (including manholes) APR 12 2005 1. Subbase _ a. The subbase course shall be a minimum of 12 inches thick unless otherwise a0pnoved.the material shall meet the requirements of current Department of Transportation subbase course item as specified by the Regional Soils Engineer. Ir h. Under the permit,construction which adversely affects the subsurface drainage of the 15avement structure shall he corrected by the addition of surface or subsurface drains,es required. 2. Pavement and Shoulders a. Permanent The replaced pavement shall be similar to the existing pavement in composition and texture.The selection of the material type and compositon shall be subject to the approval of the Regional Director or his representative.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted subbase material and the pavement is restored to the proper grade, cross slope and smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination of mixture types contained in Table 4011, Composition of Bituminous Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification, including addenda.The mixture shall be placed at the proper temperature, without segregation, and compacted thoroughly. When portland cement concrete mixtures are required for pavement replacement,the mixtures shall consist of either Class C or Class F as contained in Table 5013,Concrete Mixtures in Section 501 of the New York State Department of Transportation's Specifications,including addenda.Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shall he placed without segregation,then consolidated,finished to the proper elevation,and textured.Curing the concrete pavement shall be in accor- dance with one of the methods permitted in Section 502 pertaining to curing. Pavement shoulders, curbs, gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. b. Temporary Pavement that is replaced temporarily may be paved with either a hot bituminous concrete mixture mentioned above or a cold bituminous patching mixture.When a cold patching mixture is used it shall consist of aggregate and bituminous material proportioned and mixed in a bituminous mixing plant or rotating paddle shaft pugmill.Regardless which patching mixture is used it shall he laid on a prepared foundation and thoroughly compacted.Since cold bituminous patching mixtures are subject to distortion by traffic, the temporary patch shall be maintained to provide a smooth surface until the pavement is permanently replaced. 3. Manholes Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The type of manhole frame and cover shall be approved by the Regional Director or his representative.The manhole frame shall he set flush with the surface of the roadway unless otherwise permitted by the Regional Director or his representative. D. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to he maintained at all times during the progress of this work and adequate signs,barricades and lights shall be provided in accordance with the provisions of Sub-chapter H of the N.Y.S.Department of Transportation's Manual of Uniform Traffic Control Devices.A maintenance and protection of traffic plan may be required.No lanes shall be closed without prior approval. 2. The applicant shall erect and maintain suitable barricades around all trenches while work is in progress for the protection of the public,and they shall be suitably lighted by yellow lights at night. The work shall be carried on in such manner that not more than 100 feet of trench in earth remains open at end of day's work. 3. No pavement cuts are to he left unfilled over night,except in emergencies, and in such cases,adequate precautions must be exercised to protect traffic.Prior approval must be obtained to use steel plating. 4. No construction materials or equipment shall be left on the shoulders or pavement after working hours,nor shall any construction equipment or material he placed in any manner or location that will obstruct highway or railroad warning signs. 5. All open trench in the highway right of way shall be barricaded.There shall be conspicuously displayed bright red flags no less than 24" x 24"attached to such barricades and illuminated at night with flashing yellow lights.If in the judgment of the representative of the Commissioner of Transportation,flagmen are necessary,they shall be employed by the permittee and on duty at all times during the progress of the work so as to direct traffic and maintain yellow flashing lights, etc. 6. Soft shoulder signs of adequate size,not less than 24"square,shall be erected and maintained on all backfill trenches within the shoulder area until the backfill is thoroughly settled. These signs shall he located at the beginning of each section of work at intersections and at a distance not greater than 1000 feet apart. 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere with snow removal and ice control. B. The permittee shall keep the traveled way free of foreign objects such as rocks,timber and other items that may fall from transporting vehicles. Spillage of material carried by or dropped from the undercarriage of any carrying vehicle resulting from the permittee's hauling operations along or across any public traveled way shall he removed immediate- ly and such traveled way, bath within and outside of the work limits, shall he kept free of such spillage by the permittee. E. COMPLETION OF WORK 1. All work is to he performed in a manner approved by the Resident Engineer of the State Department of Transportation. 2. All disturbed areas shall be returned to their original condition in a manner satisfactory to the Commissioner of Transportation or his representative 3. The permittee shall he required to restore shoulders and ditches and clean up the highway as his work progresses.All driveways shall be restored with material in kind and to their original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed from the highway right of way upon completion of the work,and the highway left in a neat and orderly condition. 5. As built plans showing final grade of new installation and existing underground facilities encountered shall be provided to N.Y.S.D.O.T.if variation from approved design plans occurred during construction. F. NECESSITATED FUTURE WORK 1. The applicant agrees,that any present or future injury to or disturbance of the highway, its slopes or gutters,caused by placing mains and service pipe shall he repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. If necessity arises in the future because of the work on the State Highway system andlar its structures,requiring the removal, relocation or replacement of the installation authorized by the permit, said work shall he done as directed by the Commissioner or his representative, and all cost and expense so incurred shall be the obligation of the said permittee or his successor in interest. II. TELEPHONE TELEGRAPH INSTALLATIONS A. SETTING OF POLES 1. All poles shall be set outside the ditch lines so that the proper drainage of the highway will not be interfered with.In case it is impracticable to set poles so as not to interfere with the flow of water in the ditches, the shoulder, ditch and space around the poles shall be paved by the applicant to protect against wash. 2. There shall be no obstruction to private driveways, connecting highways or roads, paths or sidewalks. 3. In case itis found necessary to trim trees within the boundaries of the highway,the least passible amount shall he done,and in all cases the consent of the abutting property owner must be secured before the pales are set and trees trimmed. 4. Poles shall be of sufficient length to provide a clearance of not less than eighteen feet between the wire and the crown of the highway,under the worst condtitions of temperature and loading. They shall be set in line and properly plumbed. They shall be well guyed. No guying to trees, unless by special permission of owner. Special precautions shall be taken on curves and where lines cross from one side of highway to the other.Poles shall he straight, sound,and the fittings shall he of sufficient strength to carry wires under the worst condition of loading lice, wind, etc). 5. Where telegraph and telephone wires cross high tension power lines,electric light or trolley wires,special precaution shall be taken to maintain proper clearance under the worst condition of temperature and loading. B. RESETTING POLES 1. If necessity arises in future,because of work an the highway,to relocate,replace or reset pales,cables or conduits,said work shall he done at the expense of the applicant. III. SPECIAL CONDITIONS A. In addition to the aforementioned conditions,if it is found necessary by this Department to add to or otherwise modify the same,it is to be understood such changes shall form a part of the permit and be complied with immediately upon notice. IV. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES See Attached Sheet. PERM 41 ld (4186) METHOD OF PERFORMING WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway right of way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles. These conditons, and any special conditions which are added to this form, are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(30)days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. B. REQUIREMENTS All the current requirements of the following shall apply: Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards(29 CFR 19261191 M; Part 131,Title 17, New York Code of Rules and Regulations, Accommodation of Utilities Within State Right of-Way; New York State Department of Labor, Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities. Temporary soil erosion and water pollution controls shall he used as required. The final decision on the method of underground installation will he made by the Regional Director or his representative. 1. Work Within Pavement and Shoulder Areas a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. 1) Boring, Jacking, and Tunneling Methods DESIGN a) The location of all excavations (lacking pits, etc.) shall be shown in plan and profile. of The soil profile and groundwater conditions shall he determined by adequate subsurface exploration. cl The location of all other existing utilities shall he shown. d) The construction equipment and procedures to be used shall be described in the permit application. e) The design of all excavations, including ground and surface water control where necessary, shall be made available for review by the Department. f) The underground installation shall be described in detail, i.e. size, length, depth, material, provisions for grouting, etc. g) Pipes shall generally be enclosed in sleeves or larger pipes.Small diameter services(2 inch I.D.or smaller)may be placed without sleeving at the discretion of N.Y.S.O.O.T. hl The limits of an open excavation shall not be closer than 10 feet to the edge of the pavement unless approved by the Department. Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transporta- tion, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) Grouting operations may be required it surface settlement,loss of soil or voids around the pipe develop.When grout is required, it shall consist of 1 part cement to 2 parts sand, by volume, and sufficient water to produce a consistency suitable for placing the grout. b) Backfill of open excavations shall be as required under 2.1 if Open Excavation Method. 2) Open Excavation Method DESIGN of The location of all pavement crossing by the open excavation method shall be shown in plan and profile. of The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. cl The location of all other existing utilities shall be shown. d) The design of all excavations, including ground and surface water control where necessary, shall be made satiable for review by the Department. e) When requested, the construction equipment and procedures to be used shall be described in the permit application. If Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications including addenda. Exceptions will only be allowed if prior approval is granted by the Regional Sails Engineer. g) Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will he required.Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. bl The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. c) Generally,cuts shall be filled at the end of each working day. With prior approval, steel cover plates may be used. Recessing of these plates may be required. d) Temporary pavements and shoulders shall be placed as soon as a crossover installation is completed. b. Installations that are longitudinal to the pavement. 1) Open Excavation Method DESIGN a) The location of all open excavations shall be shown in plan and profile. b) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The design of all excavations, including ground and surface water control where necessary, shall he made available for review by the Department. dl The location of all other existing utilities shall be shown. a) Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets. The required granular material shall meet the material requirements for Select Granular Fill in the current Now York State Department of Transportation's Standard Specifications, including addenda. Exceptions will only he allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION a) Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required. Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. b) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. c) Generally, cuts shall be filled at the end of each working day.With prior approval, steel cover plates may he used. Recessing of these plates may be required. dl Permanent or temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation.Gravel surfaces in shoulder areas may be used if prior approval is granted. 2) Boring, Jacking, and Tunneling Methods DESIGN a) All the requirements of B.I. a. 1.1 DESIGN a) through g) shall apply. CONSTRUCTION a) All the requirements of B.1 a. 1.) CONSTRUCTION a) and hl shall apply. hl Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. c) The requirements of B.I. h. 1.) CONSTRUCTION d) shall apply. 2. Work Outside the Pavement and Shoulder Areas a. Open Excavation Method DESIGN a) All the requirements of B.I. L. 1.) DESIGN shall apply. of Open excavations shall be protected with the requried controls for safety and far the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described • in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. PERM as(nem; STATE F NEW YORK DEPARTMENT OF TRANSPORT ON PREPARE s coPlEs ` HIGHWAWRK PERMIT APPLICATION FOR NON-UTILtrORK (photocopies acceptable) Application is hereby made for a highway work permit: For Joint application,name and address of Second Applicant below: Name JlOof,_ �n �xJfS ��g(!�'oJ brie /�.i�-L- 1 :vtime A^rise �y".3�5� /1'/CL/h �j` �I'I'Pl'�1tjp"'Yy (ITC ZS? Addict r, �/� `,�/rte City 'llj•5rI state/ zip fl y' city Stale —zip Federal I-D.No.or Social Security No .r1 Applicant Telephone No. (r 3l- 7 ��[�-Uf�:R +V PrgaCtptlp ltlWallort NO. _ Contact person)l case of emergency rr-�"'�t'� 'SSI bomyN4 Highway Work Permit No. ,-•^""' Inlephwo.Noof eorilact ode,, Gi 3s— 7/.r�'%�L L/•f G3/— F77 •-c & f3 ✓ - L RETURN PERMIT TO(n different from above): RETURN OF DEPMVBOND TO(complete only it different from permism): Narne j,shte Narne J�5 Address _ Address City Slate _7P City State — Zip _ zw t. O I -slr"aloe rc,t,rf:•rc�k Lwaig he-•cnneo n mate.^mghwaY tighb cl-weY f> S, O"VV- O2.Anlmc.9paled durallnr of•.vork: F-om 20, O thea tU _to apply to L4e upersllonts)cheered or the reverse bide. U_ 3.P'olertive t iabilty 1 st.raoco cnve-ed by Policy No. expires oe 90 Z L.A$20.00 tee wilbe coargW for checks returned by Tho bank. "I+OI':JSED V•/ORK Brief rlesc•iptido,. r0- C4..7L LyL Wr'�a.e 'r 64 6 c' • j % sse /C - X/S- 0 `f - 3./ ATTACHFO: Plnrs Specdir ations OCATON: Stale Rrnrte T -LS State Highway betwee.••Reference Marc" ; 16 ,T and Reference Marker Z-3-7 Toter M: ) ONW+416iq County,ol: JLv I 1k. SFO fiEQUIREMENTS(Gheck appropriate item). Exempt Ministerial _.Type 11 _ FIS or DEIS Lead Agency If project is identified to on ministerial.exernpt,or TYPE 11,no further action is rern.sp l II project is determined la be over than ministerial,exempt,or TYPE 11,refer to 1A.AR7.12 2,Appel dix A SF.OR HEOUIREMENTS FOR HIGHWAY WORK PFRMN S Acceutalx:e at the regoestetl pawl:,u L1111.42', ".Ileathe:eslrtctions,reyulailoru antl obllg/a)'l�oliu/,sat d on this application end 01Tthe permit. /y,pbcanl sgnvu e Dart � / !1Q�� _ 20 ;eanntl Appltam Signalcre Dafe 1e _ Approval renommendatl . f }w!By Ramdent Engineer Resmency No. ��- a i•Y i. r.• Approved �- v! r �", '' -.�:..r 9y Regional Trafficngmneer Region No. PFHMIT IS ISSUED CON NNGFNT UPON'LOCAL REQUIREMENTS RFING SArISFIED. Permit Miser- perm i i To al Amount Gior"lea T CHECK TYPE 6F OPFnA' Fee p or Under of Feeanillor 0o`t9Fn Sodlilt Taking rnwtance Oegd Arnbent Y l t tl�e.jou PL unit Is ned fc�reachjoh 3vor:oedt.) I. ..I hu uk nUttl _ YS 6 2S '.Mr 11MIlf Irli it [Ill r �i50 17rr l Ji ,ntl: f l r,`��F 100 70 3. _j Conunuiord-%11(11 -(I e:e Lhan 10Q00(t ,,)ua,,re feet 1400 NIA r,rnss litincling Areal) . tl (;ommerrl d Ntjol -1100,000 5rluarS` teal G'05F, Al,wal hill NIA Huilding Area and iareriler) I,inrr:.:n �:^ao 4r� t,. � Subdivision Sine! AOo N/A 6. J iernporary rr r oss road or street 200 150 Imprrvernont 1. J RIaidonlial tb 'LS 2. A (4ni?rlowlnl CIleck addifl 1.it derctil,tlon BLIP-v. ,r- 'J Instal cufrwufk,cwb I,avinq,at tlllzed shoulder, 200 150 drainage. ete- I, J Crede, sctxI,improve and con rrur, clear!and of 100 75 brush, etc. r .1 Hesurf ce exlst!ng o clwny or irrocwa y, 50 50rri f Ll Annual re uriacing of resldenn rl snd cbmrnerclal roadways or i-Invewnys, I 150 NIA I. to Per comity z ' P J Pnr Reglan 400 N'A t. free Woo: 33 I_ .� Hc,idential 18 25 ���JJJ 7. J ( olnrneraial (not required fcr pruning if utility has annual 2 50 maintenance penn!t) y Ghaek add'dronal descuiption below. a. j Ijernoval or plantlnq n n. U Pruning, applying chemicals to stumps, eta 3. �j Vegetatlon contio!for advertising signs 150/sign d. '� Nli,cellaneous Construction ty '' -4 25 i- J Beeutiiying HOW-(for Civic Groups only) NC _ 2 J temporary signs, banrrrrs, holiday decorations NG r,.A Notlotprofit organizations 'J Organizaticins of other than loc-for-proft 25 `° ' 'l 3 ..1 Traffic control signals 500 175 r s '# J Walnlnq inrit entrance signs 5- J M,scellaneous- Requiring s ihstanfiat feview 400 175 13 l Miscollaneolm 25 50 ` _1 Fncioachrrr.nt cal ed by D G l_acquisition of properly 25 50 _1 Comi,ul my permit required for wnfk performed at the fequest of 6.0 1 = 'Gl B .rill up d+;n,o loon er lnr v nrl requc�'turl lay i>.<L T. NC ? 1 ! I, inert 11 l _J I'dlu�ulll L. V trnf yr-moot Ic neper ;fir p�,l fluent standards NC J5 25 25 r _l Miscc6�n Nc P!IA J,raopr - Hlgkway PERM 33(8/01) Guarantee Deposit Check Number or Bond Number - - - REVERSE i tI EW...t, OSURE • o ,NOT TO 5GALE w (� m pF NEIN T.BUr�O,Q 1 � I * s `rEp o 349 I fESS10N�� w EXI5TIN6 CURB GUT S,OQ F- Z wLLJ 0 '"- cz `r � O z z O w NEWYORK LL STATE J a ' ,•, t11 1- c� • DEPT. OF 7"W Mi.; SITE PLAN AL < A U D O 120 150 -3ATE: AW ff PAOE Iof -1 NY5DOT CASE # 04-20OF PERM 42(2/05) STAT NEW YORK DEPARTMENT OF TRANSPOR�ON HIGHWAY WORK PERMIT S1M 10-05-0035 Permit Fee: $ 550.00p_p _ 0035 Insurance Fee: $ 175,00 Permit No.: Total Received: $ 725,00 Project Identification No.: Check or M.O. No.: 2059 Expiration Date: 12/01/2005 SH No.: 8229 Deposit Rec. for$ 0.00 Check or M.O. No.: Dated: "Permittee: Estimated Cost of Work Performed in the State Right-of-Way$ 0.00 GREENPOINT HEIGHTS DEVELOPMENT Chargeable to Bond No.: 69888520 SO[1PF[OLD P.O. OLDBOX 75, NY 11971 or Undertaking on File: ($ 10000.00) att: Billing Address: (complete if different from above) Return of Deposit Made Payable to: (complete if different from Permittee) Under the provisions of the Highway Law or Vehicle&Traffic Law, permission is hereby granted to the permittee to: TO CONSTRUCT AND PERMANTLY MAINTAIN COMMERCIAL ACCESS ON THE NORTH SIDE OF NYS RTE. 25, BETWEEN MMS 1652-1653, AND 0 THER INCIDENTAL WORK AS PER ATTACHED PLANS & SPECIFICATIONS. All WORK SHALL BE TO THE SATISFACTION Of THE RESIDENT E NAINEER. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPROVED PLANS, NYS SPECS OR AS ORDERED BY STATE ENGINEER. NAINTE MANCE & PROTECTION OF TRAFFIC SHALL BE RESPONSIBILITY OF THE PERMITTEE AT ALL TIMES UNTIL COMPLETION OF ALL WORK ETC THE PERMITTEE IS RESPONSIBLE FOR THE MAINTENANCE AND PROTECTION OF TRAFFIC.ANYONE WORKING IN THE STATE HIGHWAY RIGHT-OF-WAY IS REQUIRED TO WEAR HIGH VISIBILITY APPAREL(ORANGE/YELLOW)AND A HARD HAT, CourQyiffOLK SOUTHOLD Municipality- 25 Route#- as set forth and represented in the attached application at the particular location or area, or over the routes as stated therein, if required;and pursuant to the conditions and regulations general or special,and methods of performing work, if any, all of which are set forth in the application and fgrm of this permit. ate11116A GE, N.Y. bate ML�i1�Q05 Commissioner ofTra orta 'o D EUGENE SMITH By IMPORTANT THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY UST NOTIFY THE RESIDENT ENGINEER, KfY110,4* 1NIEI � B ABSOLUTELY VAv--,\, k — 952-- '79 SO (19440.441 vai „ml foe LoAcJ( '73 7596 UPON COMPLETION OF WORK AUTHORIZED,THE FOLLOWING WILL BE COMPLETED,SIGNED BY THE PERMITTEE ANL�ELIVERED TO THE RESIDENT ENGINEER. Work authorized by this permit has been completed. Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZEDAGENT(I(Any) Work authorized by this permit has been satisfactorily completed and is accepted. Reverse side of this form must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Amount charged against Bond may be released ❑ Mailing address of refund has been verified. ❑ Retain Bond for future permits If different, list new address below. ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released - -, ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYSDOT ❑ Other AFP 1 2 DATE REGIONAL TRAFFIC ENGINEER The issuing authority reserves the right to suspend or revoke this permit at its disc either before or during the operations authorized. retion without 0hearing or the necessity of showing clause, ._ J The Permittee will cause an approved copy of the application to be and remain attached hereto unitl all work under the permit is satisfactorily completed, in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. Upon completion of the work within the state highway right-of-way authorized by the work permit, the person,firm, corporation, municipality,or state department or agency,and his or its successors In Interest, shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. 4�- a2of P PERM 4)(205)REVERSE 1N 'PFc"ON RF PO ..art, Highway Work Permit issued, nspections v.,ll oc. n u n7t�ad. , ,.l;wi, ,r:,-.,d t;d R>r;,ac •,�nce`ino r dole inspector, and hours spent on inspection ;i tho o! I ,u:cLcr tr-Tv r.xcP 1 Fua, t,: i a ' P, 2 , =R�11T P� h.'. : : 1xi "OR -AN7MENT SERVICES) is REQUIRED. INSPECT{ iv ,`2Eir;O!',S f Nance o D3L i S ' f ^ Name F r Date Name Dale I L lj e 5 ' I t , r r"R7 Regular Time, 0 - Overtirim p INS MUCTiONS, I_ N%IME: Name e` inspector. Day insr,cr'^ .. fT. The numb "Tcrn.;'.�r)v,1 s , , n ,;)f•, The t%ki ni.e r rimq , n. ' i U2S. . Add acrass ro.vs for R and 0. TOT'AL'HOURS; 'hod the celurr^s for R 41"-1 O. . COPdMENTSIORSERVATIONS r CER—IFY THAT THF �PJrCx,.4A?-1110 NA'vt TITt_E PERM 41-1d (4186) • • METHOD OF PERFORMING WORK WITHIN THE STATE HIGHWAY RIGHT OF WAY I. GENERAL CONDITIONS These conditions and regulations apply to Highway Work Permits authorizing work within the State highway right of way for water mains,gas mains,sewer lines and miscellaneous structures. General conditions apply to telephone and telegraph installations as well as specific conditions on the setting and resetting of poles. These conditons, and any special conditions which are added to this form, are enforceable by the Department of Transportation. A. TIME 1. Work under the permit shall be commenced within thirty(30)days from the date of permit issuance unless a later starting date is approved by the Regional Traffic Engineer. B. REQUIREMENTS All the current requirements of the following shall apply: Occupational Safety and Health Administration,Federal Department of Labor,Safety and Health Standards 129 CFR 1926)1910); Part 131, Title 17, New York Code of Rules and Regulations, Accommodation of Utilities Within State Right of Way; New York State Department of Labor, Industrial Code Rule 23,Protection of Persons Employed in Construction and Demolition Work;Industrial Code Rule 53,Construction,Excavation and Demolition Operations At Or Near Underground Facilities. Temporary soil erosion and water pollution controls shall be used as required.The final decision on the method of underground installation will be made by the Regional Director or his representative. 1. Work Within Pavement and Shoulder Areas a. Installations that cross the pavement and shoulder area.Wherever practical,all underground installations shall be placed beneath the pavement and shoulder areas without disturbance to these paved surfaces. 11 Boring, Jacking, and Tunneling Methods DESIGN al The location of all excavations (jacking pits, etc.) shall be shown in plan and profile. h) The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. cl The location of all other existing utilities shall be shown. d) The construction equipment and procedures to be used shall be described in the permit application. e) The design of all excavations, including ground and surface water control where necessary, shall he made available for review by the Department. f1 The underground installation shall be described in detail, i.e. size, length, depth, material, provisions for grouting, etc. gl Pipes shall generally be enclosed in sleeves or larger pipes.Small diameter services 12 inch 1.0.or smaller)may be placed without sleeving at the discretion of N.Y.S.O.O.T. h) The limits of an open excavation shall not he closer than 10 feet to the edge of the pavement unless approved by the Department. Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transporta- tion, Manual of Uniform Traffic Control Devices. CONSTRUCTION al Grouting operations may he required if surface settlement, loss of soil or voids around the pipe develop.When grout is required,it shall consist of 1 part cement to 2 parts sand, by volume, and sufficient water to produce a consistency suitable for placing the grout. h) Backfill of open excavations shall be as required under 2.) fl Open Excavation Method. 2l Open Excavation Method DESIGN al The location of all pavement crossing by the open excavation method shall he shown in plan and profile. hl The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The location of all other existing utilities shall he shown. d) The design of all excavations, including ground and surface water control where necessary, shall be made avaiable for review by the Department. e) When requested, the construction equipment and procedures to be used shall be described in the permit application. U Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications including addenda. Exceptions will only be allowed it prior approval is granted by the Regional Soils Engineer. g) Pavement shall be saw cut at termination points of pavement replacement. CONSTRUCTION a) Pavement and shoulder removal shall he done in a manner that provides for proper restoration of the replacement section. Straight,vertical cuts of the pavement will be required.Pavement surfaces that become undermined shall be cut back and removed. Alternative repair methods may be used if prior approval is granted. b) The backtill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. c) Generally, cuts shall be filled at the end of each working day. With prior approval, steel cover plates may be used. Recessing of these plates may be required. d) Temporary pavements and shoulders shall be placed as soon as a crossover installation is completed. _ b. Installations that are longitudinal to the pavement. 11 Open Excavation Method DESIGN al The location of all open excavations shall be shown in plan and profile. hl The soil profile and groundwater conditions shall be determined by adequate subsurface exploration. c) The design of all excavations, including ground and surface water control where necessary, shall be made available for review by the Department. dl The location of all other existing utilities shall be shown. el Pipe installations shall be done according to the requirements of the appropriate New York State Department of Transportation's Standard Sheets.The required granular material shall meet the material requirements for Select Granular Fill in the current New York State Department of Transportation's Standard Specifications, including addenda. Exceptions will only be allowed if prior approval is granted by the Regional Soils Engineer. CONSTRUCTION al Pavement and shoulder removal shall be done in a manner that provides for proper restoration of the replacement section.Straight,vertical cuts of the pavement will be required. Pavement surfaces that become undermined shall be cut back and removed.Alternative repair methods may be used if prior approval is granted. hl The backfill material shall be placed and compacted according to the requirements for backfilling structures,culverts,pipes,conduits and direct burial cable described in Section 200, Earthwork, New York State Department of Transportation's Specifications, including addenda. 0 Generally, cuts shall be filled at the end of each working day. With prior approval, steel cover plates may be used. Recessing of these plates may be required. dl Permanent of temporary pavement shall be placed immediately as sections of the total installation are completed to subbase elevation. Gravel surfaces in shoulder areas may be used if prior approval is granted. 2) Boring, Jacking, and Tunneling Methods DESIGN al All the requirements of B.I. a. 1.) DESIGN a) through If shall apply. CONSTRUCTION a) All the requirements of 8.1 a. 1.) CONSTRUCTION a) and h) shall apply. b1 Open excavations shall be protected with the required controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. c) The requirements of B.1. It. 1.) CONSTRUCTION dl shall apply. 2. Work Outside the Pavement and Shoulder Areas a. Open Excavation Method DESIGN a) All the requirements of B.1, b. 1.) DESIGN shall apply. b) Open excavations shall be protected with the requited controls for safety and for the maintenance and protection of traffic in accordance with the New York State Department of Transportation, Manual of Uniform Traffic Control Devices. CONSTRUCTION al The backfill mater al shall be placed and compacted according to the reguiramenU for baekfllling structures,culverts,pipet,conduits and direct burial cable described in Section 200, Earthwork, New York Stale Department of Transportation's Specifications, including addenda. PERM 41 td (41861 REVERSE It. Boring,Jacking, and Tunneling Methods a) All the requirements of B.I. a. 1.) DESIGN at through f) shall apply. - - -- b) Open excavations shall be protected with the required controls fbr safety and for,the maintenance and protection of traffic in accordance with the New York State Department of Transportations, Manual of Uniform Traffic Control Devices. CONSTRUCTION a) All the requirements of B. 1. a. 1.1 CONSTRUCTION shall apply. C. SUBBASE, PAVEMENT AND SHOULDER REQUIREMENTS fincluding manholes) 1. Subbase a. The subbase course shall be a minimum of 12 inches thick unless otherwise approved.The material shall meet the requirements of current Department of Transportation subbase course item as specified by the Regional Soils Engineer. b. Under the permit,construction which adversely affects the subsurface drainage of the pavement structure shall be corrected by the addition of surface or subsurface drains,as required. 2. Pavement and Shoulders a. Permanent The replaced pavement shall be similar to the existing pavement in composition and texture. The selection of the material type and compositon shall be subject to the approval of the Regional Director or his representative.The limit of pavement replacement shall be such that the replaced pavement is supported by thoroughly compacted subbase material and the pavement is restored to the proper grade, cross-slope and smoothness. When bituminous concrete mixtures are required for the pavement replacement,the layers shall consist of one or a combination of mixture types contained in Table 401-1, Composition of Bituminous Plant Mixtures in Section 401 of the New York State Department of Transportation's Specification,including addenda. The mixture shall be placed at the proper temperature, without segregation, and compacted thoroughly. When Portland cement concrete mixtures are required for pavement replacement,the mixtures shall consist of either Class C or Class F as contained in Table 5013,Concrete Mixtures in Section 501 of the New York State Department of Transportation's Specifications,including addenda. Class F is a high early strength mixture and should be used when early opening to traffic is desired. The concrete mixtures shell be placed without segregation,then consolidated,flnlehad to the proper elevation,and textured.Puring the concrete pavement ehsll be In asset- dance with one of the methods permitted in Section 502 pertaining to curing. Pavement shoulders, curbs, gutters and other incidental features shall be replaced in kind unless otherwise approved by the Regional Director or his representative. It. Temporary Pavement that is replaced temporarily may be paved with either a hot bituminous concrete mixture mentioned above or a cold bituminous patching mixture. When a cold patching mixture is used it shall consist of aggregate and bituminous material proportioned and mixed in a bituminous mixing plant or rotating paddle shaft pugmill.Regardless which patching mixture is used it shall be laid on a prepared foundation and thoroughly compacted.Since cold bituminous patching mixtures are subject to distortion by traffic,the temporary patch shall be maintained to provide a smooth surface until the pavement is permanently replaced. 3. Manholes Manhole frames and covers shall have sufficient structural adequacy to support the roadway traffic.The type of manhole frame and cover shall be approved by the Regional Director or his representative.The manhole frame shall be set flush with the surface of the roadway unless otherwise permitted by the Regional Director or his representative. D. MAINTENANCE AND PROTECTION OF TRAFFIC 1. Traffic is to be maintained at all times during the progress of this work and adequate signs,barricades and lights shall be provided in accordance with the provisions of Subchapter H of the N.Y.S.Department of Transportation's Manual of Uniform Traffic Control Devices.A maintenance and protection of traffic plan may be required.No lanes shall be closed without prior approval. 2. The applicant shall erect and maintain suitable barricades around all trenches while work is in progress for the protection of the public,and they shall be suitably lighted by yellow lights at night. The work shall be carried an in such manner that not more than 100 feet of trench in earth remains open at end of day's work. 3. No pavement cuts are to be left unfilled over night,except in emergencies,and in such cases,adequate precautions must he exercised to protect traffic. Prior approval must be obtained to use steel plating. 4. No construction materials or equipment shall be left on the shoulders or pavement after working hours,nor shall any construction equipment or material be placed in any manner or location that will obstruct highway or railroad warning signs. 5. All open trench in the highway right of way shall be barricaded. There shall be conspicuously displayed bright red flags no less than 24" x 24"attached to such barricades and illuminated at night with flashing yellow lights.If in the judgment of the representative of the Commissioner of Transportation,flagmen are necessary,they shall be employed by the permittee and on duty at all times during the progress of the work so as to direct traffic and maintain yellow flashing lights, etc. 6. Soft shoulder signs of adequate size,not less than 24"square,shall be erected and maintained on all backfill trenches within the shoulder area until the backfill is thoroughly settled. These signs shall he located at the beginning of each section of work at intersections and at a distance not greater than 1000 feet apart. 7. During winter conditions highway shoulders shall be maintained free of obstructions which would interfere with snow removal and ice control. 8. The permittee shall keep the traveled way free of foreign objects such as rocks,timber and other items that may fall from transporting vehicles.Spillage of material carried by or dropped from the undercarriage of any carrying vehicle resulting from the permittee's hauling operations along or across any public traveled way shall be removed immediate ly and such traveled way, both within and outside of the work limits, shall be kept free of such spillage by the permittee. E. COMPLETION OF WORK 1. All work is to be performed in a manner approved by the Resident Engineer of the State Department of Transportation. 2. All disturbed areas shall he returned to their original condition in a manner satisfactory to the Commissioner of Transportation or his representative 3. The permittee shall be required to restore shoulders and ditches and clean up the highway as his work progresses. All driveways shall be restored with material in kind and to their original conditions. 4. All surplus earth and rubbish shall be cleaned up and removed from the highway right of way upon completion of the work,and the highway left in a neat and orderly condition. 5. As built plans showing final grade of new installation and existing underground facilities encountered shall be provided to N.Y.S.O.O.T.it variation from approved design plans occurred during construction. F. NECESSITATED FUTURE WORK 1. The applicant agrees,that any present or future injury to or disturbance of the highway,its slopes or gutters,caused by placing mains and service pipe shall be repaired by the applicant at his own expense and in accordance with the requirements of the State Department of Transportation. 2. If necessity arises in the future because of the work on the State Highway system andlor its structures, requiring the removal,relocation or replacement of the installation authorized by the permit,said work shall be done as directed by the Commissioner or his representative,and all cost and expense so incurred shall be the obligation of the said permittee or his successor in interest. II. TELEPHONE TELEGRAPH INSTALLATIONS A. SETTING OF POLES 1. All poles shall be set outside the ditch lines so that the proper drainage of the highway will not be interfered with.In case it is impracticable to set poles so as not to interfere with the flow of water in the ditches, the shoulder, ditch and space around the poles shall be paved by the applicant to protect against wash. 2. There shall he no obstruction to private driveways, connecting highways or roads, paths or sidewalks. 3. In case it is found necessary to than trees within the boundaries of the highway,the least possible amount shall be done,and in all cases the consent of the abutting property owner must be secured before the poles are set and trees trimmed. 4. Poles shall he of sufficient length to provide a clearance of not less than eighteen feet between the wire and the crown of the highway,under the worst candtitions of temperature and loading. They shall be set in line and properly plumbed. They shall be well guyed. No guying to trees, unless by special permission of owner. Special precautions shall be taken on curves and where lines cross from one side of highway to the other.Poles shall be straight, sound,and the fittings shall be of sufficient strength to carry wires under the worst condition of loading (ice,wind, etc). 5. Where telegraph and telephone wires cross high tension power lines, electric light or trolley wires, special precaution shall be taken to maintain proper clearance under the worst condition of temperature and loading. B. RESETTING POLES 1. If necessity arises in future,because of work on the highway,to relocate,replace or reset poles,cables or conduits,said work shall be done at the expense of the applicant. III. SPECIAL CONDITIONS A. In addition to the aforementioned conditions,if it is found necessary by this Department to add to or otherwise modify the some, it is to be understood such changes shall form a part of the permit and be complied with immediately upon notice. IV. ADDITIONAL SPECIAL CONDITIONS AND SKETCHES - See Attached Sheet. PERM,33(8-101; STATE OF NEW YORK DEPARTMEN I OF TRANSPORTATION PREPARE 3 COPIES HIGH WORK PERMIT APPLICATION FOR NON-UTILITY WORK (pholocopies acceptable) Application is hereby made for a lghway work permit: For Joint application,name and address of Second Applicant below: Name [vY-YCfl JDi'�,j�{ './•l"��S t� 'u "z N.Kab_./i�•L 1 +:nTc City State!r Zip //`/ y (;P:v __ State Zip Federal LD.No er Social Socurily N, i 7_ Appiicarr Telephone Nu. !A[- Z-U��•3 ..5_`� -�-' Protect Identification No. Cenlaet person of ca'e of cniergoncy r.--b1,:/9/ J• ���M N✓o _._'1 Highway Work Permit Np. loleph:mc No.of e+IL ?�' w 31- Y 71 -r✓,YY 3 .y RETURN PERMIT TO(if deferent from shove): RETURN OF DEPOSIT/BOND TO(Completeonly if different from permittee): NarT:r. .ire/n t Name ir Addross _ __ Address City eitato _Zip City State zip _ O I -sitntr i csl o!s v.eny hecne�_.i i�s:ate^ph+ry algia r;' p'ay5 2.Anlx:ifxaler,du-pllon of work' "Orn J.$'L/2c, 0 S thru ' S . ;:0 ��' .:c apply to Ec opentlion(s)r-hocrod m the reverse Side Cr LCL i P otenl:ve ialihly ITgt.rnnr-L rr-viced 9Y PuliriY Nu- :expire;on 20 tlf Q Z c,A$20 CPO tee wil be u,.cr_.e:1 ler chocks retumeo by Iho bank. i "110POSED WORK ju,ill dre jAnn) r—ea-i W - s U,or s re O/>r u..ne/i z.e.t[Yl'h Brr.Ar +�'ve� �s ��[7�'�1 r �•.el���'r �E. A'TAGHED' Pars Spe:lrations ':00111ION Stale Rvele OC-Z-S State Highway belwrter Raternfi:e Marne,, 7,5- 7 O c/ - L a are Rorerence Marker 1 7"" U 16 5_- T:rv.,01 ) D 141'14t4 t`4 County ol: ]K I � f K S HEQU IREMENTS(Check appropcale item). — Exempt Ministerial Type 11 EIS or DEIS Lead Agency If project is identified to an ministerial,exempt,nr TVPE 11.np`.unher action is rxgi:irea It project is decerruned to Le otter tan ministerial,enentpt,ie TYPE 11.refer to MA r'.7.12 2.APPn"dtx A$POR REQUIREMENTS FOH HIGHWAY',YORK PF.HMPI S Accoolence of the regjeslou pc'al.lu cct '.he 1, "}n tlee dte'estrcoons,regulations and ob'igl ions s"dt d o i this application and on file.pend O// t/��1Da;r zo Applicant Swgnatw. r- — er.cnd Appican'Signau.rc .__.. Defn _ 20 Approval recommended By Resident Engineer _----------, Reeitlency No. _____. Approved By Regional Traffic Engineer _ -; Region No. _�__--„-_,. PEHMI I IS ISSUED CONTINGENT IIPON;.00AL HEOUMEMENTS BEING SATISFIED. _"—"— Insur0lKn perm 17 total Ameele ©UataOlee _ Permit or Under 11 Fee andlor D*Pfttt 61I GIIECK TVPE OF OPE' "'ON Fee Takm I Insurance Sold AMOUnt. Y {lie•) t r n111 le �I:.d fur e,Lidi01 V 0%wif, ✓ �-SSU 1 P.. I ' ltrl I I til'u.` 100 I 1 unn ncrrial—M;a'µ;l (I_a�;> It-Irvl IOWIO0 -rtirur; lett 1400 NiA I yes lif w inn At ,rOSp; .ah N;A 1 �, -rnmt v I d Ma,cl I tOG.00n ,quare 1r_cl I.ani �^_Con PI Jd e,l of+and Cr eater) r"_ 101) NA J Ibdiv Io, Shea. I I� IIAII tIy ,tl l :„� ;n n1 l'- �''eP.i 200 150 I if, utnldrll ..I F 1 i 2i � ,l 1 r �nrr I k u1 ill il le:; nllh� 11=c1r wv,{ 200 ISO : J Insta I •I(.ri.c^^;- � h I t. t 1111i;r�d=��"rwldcr, hall ) ' rA( . J Loadt Improve Ixnd c on,Oclr, c_.lear (and of Q0 bfusn rtr 1 F�rr;ullau;e:dsUnl n&darty( I .nveway 50 5n m I. '_1 Annual resurfacinq of rrsldenlial and commercial 37 rr?adivays nr rlrivr,wWly:;. Q 150 NlA I (..1 P : cooly 1 JPf Rrglolt <I00 N`A J I Ire Work 1a 25 O J FIecticlenll il J ( rn;tn teli;net Icq.Ilred for pruning 1t utility has annual ?5 50 n.inle utur pcI'mlt) 1'ht ck arldrt¢>n=tl de ( 'Utior. 'oeloer. d .7 flernoval or planting I) IJ Pruning, applying �hemlcal to .amps,etc. 150rsign 15 1 vcgetltlon control for advedising si(Ft5 I, J Miscellaneous C Onst(UcllOfl NG 25 J Beauhtying I4OW (for Civic Groups only) 1. J lemf< laly�Igns h u1I Ir r holiday decorations NG H. J Not lar profit organbafions I). J Orgali Other than not-tor-profit 500 75 3 -1 (,Aic t ono ,I signals 25 5U 4. J Wmnlnq and entrance signs 5. J Miscellaneous Ruqulnng subslaniial review 400 175 25 s0 5. J Misccllaneou _I 2.5 50 Ff- I n•.rnt ( a,red by D ( i x r1ulSitmn of properly m h ,yp=Innt uquitoj 'In oik perf(mned at ihr_ r equest of D CT. 1 I i ,II va Jr a lontiun Or IPUJ nr! ra4uostocf Uy U.O.T. NC; 20 1 j1 alnnlh ,,I 2, J M(,vuiq tl- n q, r a!m rat v(. S to meet Dep:riatc-.rat standards ' ?5 25 rt _� (ihl 1 I ❑ PnUS i NC NA J Aanpt a I i;ghwrly PERM 33(8/01) Guarantee Deposit Check Number or Bond Number.._ — REVERSE Submission Without a Cover Letter Sender: EC►(G"'1O1L'� `/ ' D"', A, A,�Gc[t Subject: )J—e "_ ' SCTM#: 1000 - Y.4--u — Date: J— / 7 —06— Comments: Oi- Comments: C /,9 - d 4 MAR 1 7 2005 _� • COUNTY OF SUFFOLK • STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES BRIAN L.HARPER,M.D.,M.P.H. COMMISSIONER PERMIT CONDITIONS Health Services Reference # G /0-03 —60/� Project Name The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-2097; and excavation inspections must also be confirmed by calling 852-2100 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perform inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 06/22/04) Page 1 of HD Ref. No.eWO 03—Co I41 Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-2097 to schedule an inspection and confirm by calling 852-2100 prior to 9:30 a.in., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system / sewage treatment system. (Call 852-2097 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management (Call 852-2097 to schedule an inspection.) ❑ Office of Water Resources, Water Quality Unit (Call 853-2250 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other: ❑ Application for a Food Permit to the Food Control Unit (Call 852-2067 for instructions.) Four(4) prints of an As-Built plan "Tap letter" from water district CK Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ Certification of Carbon Monoxide Alarm Installation (form WWM-075) ❑ Certification of Sewage Disposal System Abandonment (form WWM-080) ❑ Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: WWM-016 (Rev. 06/22/04) Page 2 of 2 raaderdr,nn3ea spm wired bl t8r DrpwtumL This rW A '{ I �F ...t E v e irsr 3 para b m for spprov}t icoltaa gitr iad or nigrwvd 1 )" r 7=� 'f� � Itp�,i� '�e. I 'tt_' I_ � - It Io L /j I I �l�� i ( t'y I i t i CHGt-fl I`1C7 j INV. EL. 2I 51 �' j f FOOD f Q f �'; '-flN INV. EL 22D' t I (1 OF 5) (i t � ----L I • I l� } i LL--- j A I 31 CLEAN SAW r. C \ I NZ Y Q C%-I..AR AROUND k: SEE GALCULATION { LL AW VM414LEALtfINS FOOLS iv -- WRAF FILTE5TRXR AERI W I WITH FILTER FABRIC '. @RfJI1AD WATil2. - i - . . (,�.�• � ('� BOT..EL. 155' EL. t2.4'. K'i n sm- I-a' ' FOR size fk del E "-RATEABLE! QR E0 _ TZ. _ 211 Ti 4 ,24.2' '---"�1 { c r" trF A \ GPLLAR hfATEW ( t RAIETRAT10W i 501L - 4fVERLYIN5 SAND AND &RAVEL STRATA ^� E MIR PITCk1 174" A' t. 4zOL:AR oEP1'H 15.NQT REQUIRED H-EN RATEABLE MATERIA-, EXISTS FOR FULL DEPTH. e4LLAR MAF1321AL 5HALL 5E GLEAN &RAVEL OR BANK Iii c L 4R.AIWC- STRUCTURES MI15T BE W¢APPED WITH FILTER FABRIC. Ur ,vL vy y\ I Al I E1T.s„_ iN�- EL. S�-rl 1 t . .. .' �ArllTARY LEr CHIN6 POOL DETAIL ` IW. H.. 23.0` �, ,., NOT r O �iAl_E � w pp _ T � w � _ RFaR NfSf E3 �t r � + ,S. �yx0 3493 E TEM '0'61 �E c_ FcsV0 P , L�TI� lam; T Ct)T HULL U^ 1 ii CAST IRON FkAdN��ANp�L r$ 1 ,R N*Ai ZONE, IV (WITNESS.BY SGDE-f5 f. / Ci¢p1G f?P.t 51TE = 600 5PD/ACRE FINAL. e2RADE '' '� . �� „.. A�'RE = `4� 6 oPG� - i .e� .e. H. 13�' MIXED SAND b LOAM x m it. Z' ® � 4 da k. .( n � f'i44RQ-SQ.�'i . � 1 OW C 3 O w: LAY cr+ Z aRc --. z Fd: 3 �, PTT x .03 = 56 6PD EL. I65' t e F .X .I2 = E44 SPD ONJ, . RED WATER IN P_R-!'WN — GLAY t 5ANDY w < # �'� � $E'l``.�1TTI(i fi'A►�UG � k20G� 6AL. _ cH t cL rte/ J I �2 ry rY I / 6RAZSE t t utii.i. nAicwi ' b' MIN rLW"� 11'1 MOezbnns AND erzava. gTw.ra -- NoTai I MSN. mTrH i/4` Ii' O LEAGHINS 1. COLLAR ga:Tt 15 t40T REWIRED WEN RATEABLE MATERIAL EX1575 FOR FULL DEPTH. -> Ca > u { r � Al i It EAN 52rbixi.L ' ana4K offal _ I �. R -ATER A� r, .,1 I //nF N F Lt\\ 3. ALL ir<AiR#,5E 5irax,Tv�S H)ST BE iroa<Ai-rcv KITri "iLiERK FAoRiG. _S WT.stj . C NV. . SANITARY LEAGHIN6 POOL DETAIL `Ittd. EL, 23.G' NOT TO GALE 2 c� `PFp 0 3493 tAMYjQ-1 0ALGULATION5: TEST HOLE DATA pR ESSIONP A .E €L)N (DEN51Tf): LLOWAI3t (WITNE55 BY 56-DH5 cAsr p tst�tTislGot> i6AotNDKA1tR MANAOEHENT ZONE, IV ON 2.1.05) GAr�PE t L 31 2 L#t. r 4L AL OKABLE FLOK Fri$SITE = 600 6PV1ACRE * t f'heJ6 A9PT2JAC1tW)f152I ACRES) c {112b GPD` E.. 23.5u, p MIXED 5AN7J [ LOAM th I IE' I I INS ► R f.F2ETA{L AREA 3200 50.F7. 1260 xm - 36I 5Q>=T. Lop ktC 5roRE = 12oo SQ.FT, earx++cr aY cH Y S*MTAR Y w 1200 5R:FT: x .03 = '36 6Pp 1 1C1TGl TI e t;Zob Sop-'TT. x .12 - 144 GPD � Ll Z C' 7 t ayrt TOTAL = 216 6PD - I SEPTIC TANK: 2x 216 GPO = 432 6ALLON5 REOI)IRED . . i ri _ -i.��. wf = _l CLAY C 5AN;7Y L L*E I-a' DIA. x 5 H16H 5EPTiC TANK - 12 Unli . GH f GL ' � � � � ' arnucn�zES (M1NIMtiM SYSTEM) W H FILTM FABRIC USE 5-b' DIA. x 3' EFFEGINE DEF7H, LE, ttic 216 600 13/ 6PD/5.F. 144 S = G7.i t. }—� SEE 5ITE PLay FOR 54ZE_ -� 375 SQ.FT PROVIDED (M MUM 5YSTEM = 300 5Q.FT i / I I ru#+-RATEABLE LEAOi 11N6 4REA1 7 44 I I 1 c�}L i HATER IN O W FINE i { 6REA5E TRAP: t— TO MEDIv 5AND 5P I" f?FLW -- - - - 50' - couAR rFRIAt_ 1 y' MtN. U5F 1-3' VIA. x V PEEP &REA5E TRAP = i000 GRD I -- - — - — - T ASLe s?�L (MINIM' SYSTEM) --� � --�'- 2mtniAoE GALLULATiONS tRVERLYIN5 SAND AH � 62AVEL 5TRATA AREA OF BUILDING (PROP05ED) = 2400 50. FT, 2400 50.:PT. x (2V127FI ) x 1.00 = 400.b CU. FT. U5E 2 - l08 LEAGHIN5 POCL5 AT 3' EFFEGTIVE DEFTH :5 NOT REQUIRED V,-b ^, TADLE MATERIAL E4575 FOR FULL Pffn1, 41052 GU. FT. PROVIDED. ZEAL 5HALL BE CLEAN 6R<40.�E_ OR SANK Rllht STRXTU;ZE5 W5 5E NiR!-,r'?ED WITH FILTER FABRIC, AREA OF PAVEMENT;(FR,7FO5ED) = 1330622 50FT r < t - /- /, L.t.I�,l . p-� OkOb.22 '50. FT. x (2`/12'VF-T.,I x I = 2GbL lV GJ. F 1 . Ce AGHIN POOL DETAIL U5E 12 IOd7 LEAC HIN5 FOOL5 AT 3' EFFECTIVE DEPTH NOT TO SGALE 2433.12 ciJ. FT. PROVIDE:. 0 77 ^ :JLR- 1iV [1,V li'� r J! y0. 5 yF 1 � To ISHRAM TAM 77I. UNGR}rTE SHALL GG? x I i i I Tom' oNTnif� 1 #t "� r r �. j f ► i� f QTCAN rt 1 a� _ D Fitbl` I ' ' "' rR z a 'S`� ' ` " I T4:dtG Tld '€ tiil l+srYAP1t� SFiAI l Et3AL.LEt� � L WtTli GUf� {NLET rL�"vt/4 CiiriE � jC#Mi 1c� t ? tC+F ' t t t � LU �6 t jj �(( . Fh M? T 'I N6 / t FN4GH{ Y SOLID 1 anF�''SjYw.aY '�J➢A Wg �..k` Yf. t ..-'e M J I .^' .. ,�33y*����� POOL /�/� .1�EJ1 L twireiSrAl'n {yl� POOL � 612 � W �q_ v4va ✓�s,T�s1'vrHWtC.a / R Q if N e?Cl�iti 1 r J fN5 P6 df4t rR A iPUi A t�7 TO 1C3' Di�'P_ i:Ef�G1-f �XtS HE MA{NTAINE zr E3E M �`�AtL f -GC.�PSS�Rf1GFlC)H E ROP05ED CON 4x r TOUR f" t._l C)NE fl) RE[NFORL 7 fl GAST G TfCNI r rJ{2FA�F WATER FLOW 2, ) b� C fJjAt 1ETER, �T NItC PRE(i 'tAtitfF2ETE ( lS 3: .lNGMF RIAFiETEf2 P�f'Pl20VED SEDER PIIS TH II PROPOSED DRAIW1 4r 7HE WfaSTELIt1E F ZlJM FHE SEPT{G TAhtl� S „ENTER TH3w LEACHIN5 POOL NO. MrAttl'Ftii� A�HtFF# AS PC�55IF31E. �, S,AGKFILL MlaTlrRtAL,SfALL FAE GOAR.SE SA�J- �A}XFZFRAVP3.: � __-_.__�_�_�. � I 7. 5czLiD GQJ f.CVER SNALL ETII,b". At8? 42",BEL4l^i ►.—� r1f X1 UJ $. BOTTOM OF POOL'SHALL 6E A MfN{wU14 OF 2 P^EET VE awwa C-Mm I)epa> o1HaNh swwweo d T! .+�4p SEASONAL' eROt NPKATER. a for caodrueaie®-t baa t3in�e tam>5s OL NOT TO 5CALE project%Y 0`t` _ cr ty y "mac -TCK N 7%w pians have been nrie.ad kr� with j county named at Had* 9-mines ataada ds, misting to ,rater I I supply and sewage diap", Regardless of ww amisale,", hwMasten" or lack d do" emma� b required to he In accordance with the attachod permit eoodldeoe and spptlabb ?z C, = zas' evirm 88 7 wafted by the int !h{a approval E�i M," MAR KAL 6#0 e' TRAFFIC 6?:zADE= 39' eEF,rzir+s 54-A3 ( s .-,.l_ M1, P E 24 24. {{ . 1 Ff i 1 / �7F77T41 1 FA�H)A��S- i�fcL 1 II .. ✓ /I / �l ll-6Y. ✓/ / 1 . II l� / 1 \ \.. PPOPOSEV lO' 1 DEPTH LEACHING POOL " 'KUY:1S'=L ,.."- s,ii 5G`L.Si1 C,�fXv"Ei'c 1—n-F — t I • S 1t', LLARK N AREA Ga II I 'w-M--1 1 I II, I o 1 I 11 6=25: f PROPOSELs =25.0i.FT. RETAIL MILDIN6 ^a: MAIhLF OOR + 1550 ' -4 T A6E4HgNIGS) J FRED ROBERT 5GHOENSTEIN b-7'-2" JOSEPH FRED 5GHOEN5TEIN ZONED: GENERAL BUSINESS PUBLIG WATER + I �48 A 6T - .. PROPOSED � T WarER5 1 ' AP ,L! t'ROP iNSfi pr 'Ij ;1 �4 T LPI'ZfEPv EjA-Ea' ��'1, =. �Eij E trs it 1 MIK PROP 11 1T 5 4 . c. y f _.p_,t 019 4 —2' NOSE 23� G_22 4 -� .�y� ,N 5j� q l vV IZ c 22 d R r DO^SN G_23.'1 -- 'M, 1 vs t,x Y } � 9 $ �fix•� " �•-, a-s_ - vim_ .-�. t t� Na-..r- - E E v1LLA 44 a� RE _�_ _ J OE o� ENPORTm,TRAFFIC- l A ---+F-I+-�- PIPE 0 a R: I i tyj i EGCWIYALEW 1' n' FLAO 216 FLAB FRESHWATER WETLANDS I f 22-- /—EDc3E OF FRESHWATER WETALND5 AS FLA5(5ED BY EN-GONSULTANT5, Inc. ON DECEMBER IG. 2CXJ3 �.__ I aD, � � . -Iq � �— � � FLA , 0 -" Ni \ i CP-0560VER PPE5 K6T 8e of e F AREA TO REMAIN NATURAL- I 14� !fTI+ CENTER Luh W K 5EPT1 c-, NOT TO 56 _ =3= ' 1 � I °• 1 Ll"IT OF BUFFER ZONE SANITARY r� KA5TE r • o��gpFFO(,��oG e N Town Hall,53095 Main Road O Fax(631)765-9502 P.O. Box 1179 A ���� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT MEMORANDUM TOWN OF SOUTHOLD TO: Jerilyn B. Woodhouse, Planning Board Chairperson FROM: Michael J. Verity, Chief Building Inspector DATE: April 7, 2005 RE: Revised Final Site Plan REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Greenport Heights Development Location: 74365 Main Road, Greenport SCTM# 1000— Section 45- Block 4—Lot 3_1 Date: October 22, 2003 Revised Date: April 04, 2005 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 USES *RETAIL & RESTAURANT ARE PERMITTED USES IN THIS B DISTRICT AND ARE SO CERTIFIED. * Certification based on information received from Joseph Ingegno dated February 03, 2004 and Jeff Butler dated April 04, 2005. Chief Buildiirg Inspecto Submission Without a Cover Letter / { ay Sender: - p Subject: SCTM#: 1000 - Date: 0 0 5-/0 Comments: s APR - 6 2005 MEMORANDUM Date: April 7, 2005 To: Michael Verity, Principal Building Inspector From: Bruno Semon, Senior Site Plan Reviewer X / 10 Re: Revised final site plan for Greenport Development Heights Front Street, Greenport, NY SCTM# 1000-45-4-3.1 Status: Public hearing is open and set for 4/11/05. In reference to the above, attached you will find a two site plan drawingslof 7 and 5 of 7 received by the Planning Board April 6, 2005. The Site Plan reflects the current proposed build out of this site. Please amend your final certification as needed. Site plans enclosed needs to be returned to the Planning Board. Thank you in advance. cc: file Enc.: 2 plans • SaW SOUTHOLD TOWN ARCHITECTURAL REVIEW COMMITTEE DATE: March 22, 2005 TO: Mr. Bruno Semon Southold Planning Dept. FROM: Garrett Strang , Co-Chairman RE: Greenport Heights Development Corp. 74365 Main Road, Greenport Please be advised that the above referenced applicant as of this date has not responded to the required checklist data which is part of the site plan application and was specifically requested by this committee as noted in the minutes of our December 2, 2003 meeting. As you are aware this information has been and continues to be required by all applicants so we can complete our review and make our recommendations. I understand the applicant has taken issue with our initial suggestion regarding the exterior elevations, however it should not exempt him from following through with the remainder of the process. I would appreciate your bringing this matter to the attention of the Planning Board as soon as possible as it is my opinion allowing this or any applicant to circumvent this aspect of the site plan review process could set an undesirable and/or irreversible precedent. Respectfully submitted, qAwu A- Garrett A. Strang, Co Chairman ARC 0 Suer- Submission Without a Cover Letter Sender: 14lcyu'u,( -A,( 6ranav1t Subject: u e,4 '""` SCTM#: 1000 - Date: J— / 7 —D Comments: ^ MAR 17 2Q')5 • COUNTY OF SUFFOLK (a STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES BRIAN L.HARPER,M.D.,M.P.H. COMMISSIONER PERMIT CONDITIONS Health Services Reference# C /0-03 —60/'� Proiect Name�:;4� The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Single Family Residences (Form WWM-018). It is the applicant's responsibility to call the department in advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 hours in advance to schedule an inspection by calling 852-2097; and excavation inspections must also be confirmed by calling 852-2100 prior to 9:30 a.m., the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs. This office can refuse to perform inspections or grant final approval for the construction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEE PAGE 2 WWM-016 (Rev. 06/22/04) Page 1 of HD Ref. No.G/D-03-00,41 Project Name CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences (Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-2097 to schedule an inspection and confirm by calling 852-2100 prior to 9:30 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/ sewage treatment system. (Call 852-2097 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management(Call 852-2097 to schedule an inspection.) ❑ Office of Water Resources, Water Quality Unit (Call 853-2250 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control (Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other: ❑ Application for a Food Permit to the Food Control Unit (Call 852-2067 for instructions.) Four(4) prints of an As-Built plan "Tap letter" from water district [� Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works (SCDPW) ❑ Sewer district approval of sewer line installation (for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis ❑ Certification of Carbon Monoxide Alarm Installation (form WWM-075) ❑ Certification of Sewage Disposal System Abandonment (form WWM-080) ❑ Design Professionals Certification of Constructed Works (form WWM-073, enclosed) for: ❑ Sewer lines and sewage collection system ❑ Retaining walls (approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: WWM-016 (Rev. 06/22/04) Page 2 of Submission Without a Cover Letter F�5 Sender: Subject: SCTM#: 1000 - �J 7 Date: 3�/q/(� 5 Comments: � CtU/'e5 i ,",P _j • MAILING ADDRESS: PLANNING BOARD MEMBERS �a $t)Uly P.O. Box 1179 JERILYN B.WOODHOUSE �0� OHO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G C Town Hall Annex KENNETH L.EDWARDSMARTIN H. �O 54375 State Route 25 GEORGE D SOLOMON COU'M'� (cor.Man Rd. a �Yooungs Ave.) South111' Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 15, 2005 Patricia C. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Proposed Site Plan for Greenport Heights Development, LLC. Located approximately 775' w/o Moores Lane, on the n/ s/o NYS Road 25, Greenport SCTM#1000-45-4-3.1 Zone: B General Business District Dear Mrs. Moore: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 14, 2005: BE IT RESOLVED that the Southold Town Planning Board hereby holds the public hearing for Greenport Heights Development, LLC open. The next regularly scheduled Planning Board Meeting will be held on April 11, 2005 at 6:00 p.m. Please contact this office if you have any questions regarding the above. Very truly yours, '/erily'n"B.7Woodhouse Chairperson NYSRPS ASSESSMENT INQUIRY DATE 03/14/2005 5889 SOUTHOLD � SCHOOL GREENPORT SCH04 ROLL SEC TAXABLE PRCLS 330 VACANT COMM TOTAL RES SITE 45 . -4-3 . 1 TOTAL COM SITE 74365 MAIN RD ACCT NO 17 OWNER & MAILING INFO === I =MISC 1 ________ ______ ASSESSMENT DATA ====___=___ GREENPORT HEIGHTS DEV LLC IRS-SS I **CURRENT** RES PERCENT PO BOX 75 1 ( LAND 2,300 **TAXABLE** SOUTHOLD NY 11971 BANK ITOTAL 2 ,300 COUNTY 2 , 300 **PRIOR** TOWN 2 ,300 ( LAND 2 ,300 SCHOOL 2,300 ITOTAL 2,300 ==DIMENSIONS === =====_= SALES INFORMATION ACRES 1 .52 IBOOK 12217 SALE DATE 09/11/02 SALE PRICE 140,000 IPAGE 54 PR OWNER PHILEE REALTY CORP -=TOTAL EXEMPTIONS 0 =-------===== == TOTAL SPECIAL DISTRICTS 3 CODE AMOUNT PCT INIT TERM VLG HC OWN CODE UNITS PCT TYPE VALUE IFDO31 IWWO20 ISWO11 F1=NEXT PARCEL F3=NEXT I EXEMPT/SPEC F4=PREV EXEMPT/SPEC 75 . 10- 03-050 F6=G0 TO INVENTORY F9=G0 TO XREF F10=G0 TO MENU PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold,New York 11971-4616 Tel: (631)765-4330 Fax: (631)765-4643 March 11, 2005 Southold Town Planning Board Southold Town Hall PO Box 1179 6 , �"�Southold, NY 11971 Re: Michael and Joy Domino Premises : SCTM: 1000-45-4-3 . 1 Hearing: March 14 , 2005 Dear Ladies/Gentlemen: Enclosed please find a Return Receipt card received this date for the above referenced matter .' Ve truly yours, ,.,v Patricia C. Moore PCM/mr Encls . r COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ure item 4 if Restricted Delivery is desired. ��99 D t ■ Print your name and address on the reverse C ❑A ssee so that we can return the card to you. B. cei by(Printed Name) G very ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from it._ es 1. Article Addressed to: If YES,enter delivery adtlress below`` No Michael Domino YO Box 75 Southold, NY 11971 3. SA Sice Type entified Mail ❑ Express Mail 0 Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label) 7004 2 510 0 0 0 5 2 3 7 6 9461 PS Form 3811,February 2004 Domestic Return Receipt 102555-02-10-1 40 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X q ❑Agent ■ Print your name and address on the reverse r L t 1 (, _ ❑Addressee so that we can return the card to you. B. Receive y(Rilnted N e) C. Date of Delivery ■ Attach this card to the back of the mailpiece, _ - or on the front if space permits. I� -- � - D. Is deli address different from Rem 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No Clarence Jester- Oaklawn Avenue Extension Southold, NY 11971 3. S ice Type rtified Mail C3Express Mail Registered 0 Return Receipt for Merchandise 0 Insured Mail Cl C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7004 2510 0005 2376 9454 (Transfer Imre service label) PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 SENDER: COMPLETE THIS SECTION ON DELIVERY A. Signature ■ Complete items 1,2,and 3.Also complete ❑Agent item 4 if Restricted Delivery is desired. �( �, �.� Addressee ■ Print your name and address on the reverse C. Date of Delivery so that we can return the card to you. B. Received by(Printed Name)r y, ■ Attach this card to the back of the mailpiece, or on the front if space permits. ? 0 Yes D. Is delivery address different from item 1. 1. Article Addressed to: If YES,enter delivery address below: ❑No 6Jilliasl Voneiff 74605 ':ain Road Greenport, NY 11544 73. Se l'ypeified Mail 1 3 Express Mailistered 0 Return Receipt for Merchandisered Mail ❑C.O.D. 4, Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7004 2510 0005 2376 9478 (Transfer from service label) 1o2595-02-M-1540 PS Form 3811, February 2004 Domestic Return Receipt postal sd Only; ,Domestic Mail A Min a .. Postage $ n O Codified Fee 1pt PnsMaa p Return Hece Hera {Entlorsement Repaired) .J Restricted Delivery Fee (Endorsement Required) )n ti @ Total P. i3ge R roes po isemr° Michael Domeno I _.._ F` rstrpo Bot No PO $OX 75 ` p.Po Box No. ------ ... I tarv.siare �m < Southold, NY ] 1971 e o � Y I H PostalOOi U .M r � ti , MAILTm RECEIPT (DomesticOnly;' v N 'Y Y m -- ---- - - ro: Ln p GeNfied FeeW V l a v I v E3 fleturn Receipt Fea ¢¢ ¢ al {Endorsertiant Requlredl L 7 _! ?m `v '° ,-i:2 Z ry m mE p Res:dctetl Delivery Fee IEndorsamnN Roqulredl Lo m h c �d Total Pn tago R Fees �(/ „ ¢re F ��__ut °�V - 9 y --- ZE2 5000 0T52 hoo Fcay, William Voneiff fApf No 74605 Main Road O Bo N Shr l�f Q Greenport, NY 11944 Postal50 Ln CERTIFIED MAILT. RECEIPT S (Domestic D' .. ,.: .a M ru -�- Postaue $ u7 E3 CsNfletl Fe E3 Postmark E3 Hse m Receipt Fee 'r (Endorsement Required) � J _ � Hera C3 Restocad Delivery Fae T '-4 (Endarsement Required) iLn Tata)Postage R Fees ��---� ru S L_- p sear r O r - Saoef Ap. oraoB.No. Oaklawn Avenue Extension -----._.-__.__.----- ---- -------..-- --- .--- j ciry.score,nws Southold NY 11971 ::r :r d 5 t ,h " f F Ti T moma■��/ 02 / 21 / 2007 r i pppp A , I yup. ♦�A' 00 Ot- Greenport Heights Development f 1 _ 02 / 21 / 2007 r- .. Al a 02 / 21 / 2007 p 4 4v F 02 / 21 / 2007 •A' f i � �� . Y �YI.iT f F, r � iZ.� .. +"W far• t; �Jjr k,. °'� � Y ` Y H tS � �Qy�i� �' Y°F S _✓ w y��� ' 9 02 / 21 / 2007 5 til � � a �:.4•T e•' i � r •F I 02121 /2007 d 4 1 I I vw _ a 02 , ' . t r 02 :{Z] if 2H� �CDs"+!� Al r IA 11 '.�' v a. k \� ('�'..\ i ,'4�7ti•c�J xR�k 4 ,�1 �j ( 4y , � �+ � i �I - 'rVA. �FPa .r rj -2:D 7. AF 77 02 / 21 / 2007 V � � II� y�,'a:li ii•�� 'C I I l � S I M �.. 02112112007 02 / 21 / 2007 r.,.. 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J`, n 4 ^P: _ ����R- � .fes. +.,�Y � y`r •—� 1 II :C now _ K ' LASER FICHE FORM Planning Board Site Plans andsffljded- Site Plans SPRe Type: Approved R cn>uo V1 n n nt i Project Type: Site Plans Status: Final - Pending Inspection SCTM # : 1000 - 45.4-3.1 Project Name: Greenport Heights Development LLC Address: 74365 Main Street Hamlet: Greenport Applicant Name: Mike Domino and Joy Domino for Grpt Heights Dev.co Owner Name: Mike Domino Zone 1 : B Approval Date: 4/12/2004 OPTIONAL_ ADDITIONAL INFORMATION A date indicates that we have received the related information End SP Date: 4/12/2005 Zone 2: Zone 3: Location: approximately 7715' west of Moores Lane on the north side of NYS Road 25 SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCAN Date: SURVEY OF PROPERTY FOOND - SITUATED AT GREENPORT S W2.2W's°• E :•� S 82" 50" E,ti VILLA D,�D�'° 99.a0' ", 1D y, Lw"PDR'' �� 'I�_ M I�� TOWN OF SOUTHOLD ILI , 14p ry� LS V V IS ns.sr / NEW YORK � D SUFFOLK COUNTY, F S.C. TAX No. 100 4-3. 1 JAN ) 4 2004 HAG A SCALE 1 "=30' ,y,_ I Southold Town AUGUST 12, 2002 ti I ill. I ni Planning Board 1 p JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY TEST HOLE - FUG WI. N JANUARY 5, 2004 ADDED WETLANDS AS FLAGGED FRESHWATER WETLANDS Ak 22-,I — I xYE >J4 py, YFkIAJ 23 39 Y I \ EWE OF air w ttn w ARTS. Inc m \ ON DECEMBER 19, 200] zs-= .� Isl _ — - FAG AREA = 66,260.58 sq. ft. III FAG - xu. x11. 1 .521 ac. I I NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM — — — ,51 III 214 _ _ — EXISTING ELEVATIONS ARE SHOWN THUS:w.0 EXISTING CONTOUR LINES ARE SHOWN THUS: - - -20— - s, TEST HOLE DATA (TEST HOLE DUG BY M DONA D GEOSCIEN ON JUNE 25, 2003) 25 \ ELaaz 0. Mlxm swo a LOM 0 I C, BMW.N a GREY EIAY CH �� Ie.T 4.e' '14 4 --22 '� I - WATEN IN BROWN a CRAY CI-Ay CH •sx - -23 — .Htl - - M 2 MAMR IN eRaw. CUYEY SND SE aN a 45' WATER IN BROWN FINE To COARSE SANDIm SW £2 °� T;LI CERTIFIED TO: oew °J PECONIC ABSTRACT HANE �' 1 e '�' GREENPORT HEIGHTS DEVELOPMENT LLC ,2VE.. p MICHAEL DOMINO � UNAMIORIiEO ALTERATION OR &EDIION TO THIS SURVEY IS A NOGTON OF 5 m I \ SECTION 72D9 OF THE NEW YORK STATE 2A IEF I FENEE - EDUCATION L1W. - O5'W.� " Z THE LAND SU RVEYOR'S INKED SEAL OMAP NOT R Ell TO BBE AOVAUD TRUE COPTSEAT SHALL T BE CONSIDERED cn IZB y� - - - v UI •,cn!zCERTIFICATIONS INDICATED HEREON SHAT- RUN '2s9 - 'N ONLY TO THE PERSON R WHOM THE SURVEY w FO b\ y1a5 �, - IS PREPARED, AND ON HIS BEHALF TO TCY HE MG 'TEST.H� - �p�ihd- -.J.i ED - BTW 11' LENDING I'NSTTUTIONEUSTIM EREONRNMENTAL �PNO O Ill BROKEN ASPHALT &,G jyy — ;(y wµ60 _ TO THE ASSIGNEES OF THE LENDING TRANSFERABLE 9 PARKING AREA - OT , 2; 1UTON. CE]si1FlGTWNS ARE NOT 11WlSFERABLE POST IN [ oFlRE HxOPNO _ 66 11 THE EXISTENCE OF RIGHTS OF WAY \ m ORD, IF 15. - ���SO �^pp AR _�2 ANY/OR EASEMENTS F NOT SHOWN ARE NOT OGUARANTEED. Ce x � u. 14 1LL uF D< � -,W�Aj5, 0. P PREPARED IN ACCORDANCE WITH THE MINIMUM TED Joseph A. Ingegno 2A a E2� STANDARDS FOR TOL£ SURVEYS AS ESTABLISHED 6Y THE LI ALS AN E NEW YO AND ATE UIN TNLESf550CNTOBY E NEW TIXtK STATE LANG 2,, _ Drys ;, 53 3� w :FRONTt x 1 Land Surveyor YS 6 (NYS , •� � .229- (pUBUG WA '���V,r. J. ;�., '��. Title Surveil - Subdivisions - Sde Plans - Construction Layout FA O' ISAL� - i PHONE (631)727-2090 Fax (631)727-1727 5"I " (51 OFFICES LOCATED AT MAILING ADDRESS N Y.S. Li c. No. 49666 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAO, New York 11901 Riverhead, New York 11901-0965 22-27' ^ NOTA 51� DATA: LINE / 5Y HWL .L56END A6 0, �5�. �`-- _ IROPERT'V LINE 5 B3°24'50" VILLAGE WO/F I, ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE �ENPORT HEIGHTS DEVELOMENT LLC dz ,b2 'SP" E " 99.00 -�� E E OF ORT STRUCTURES SHALL CONFORM TO PLANNING BOARD STANDARD eEteALK LUNE -- -- -'--- . r +.,�„ GREENp "14365 MAIN ROAD t DETAILS AND SPECIFICATIONS. 6REENPORT, NY ------- �' EX'REMOVEDr OLnw 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE wAreR c N i z I NOTIFIED 48 HOURS IN ADVANCE OF ALL GONSTRUGTION, MIKE DOMINO ELEcrnICAL (� _ 175.37' F r' "r - / [) 1 �' _,.�_ B. LOCATION AND GRADES FOR CURBS AND WALKS TO Be (651) 4Ti-0849 BAS —� p I VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, reLEPNaNE - ' - - — DIST: 1000 SEG. 45 BLOCK: 04 LOT: 3.1 5.G.b.P.W. OR N.Y,S.D'.O.T. PRIOR TO GONSTRUGTION. &nNlrnur sE� 4. ALL TRAFFIC CONTROL DEVICES, I.O. SIGNAL5, 51GN5, AND AREA OF 51TE: 66,26058 50. FT. = 1,521 AG. PENCE —•—•—,-,_^-,_ s FLAG PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE AREA OF PROPOSED BUILDING: 2400 5Q.FT. ovERNEAA ELEc'IRIc—• y N WITH THE GUIDELINES THE NEW YORK STATE OF LOT COVERAGE, 3.62% UNIFORM TRAFFIC CONTROL DEVICES AND A5 DIRECTED BY THE uNVER&Rouuo � p I , TOWN OF SOUTHOLD, DIVISION OF rO.APFIc SAFETY. USE: RETAIL STORES A RESTAURANT UTILITIES N s 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL ZONED:,GENERAL BUSINESS LIMIT of cLEnRINe Ir fi$. n� 0 DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE LAC I TOWN OF SOUTHOLD DIV15ION OF TRAFFIC SAFETY, 48 HOURS TEST HOLE 1 , ,� FRESHWATER WETLANDS 'IIIc �F A I rn IN ADVANCE OF BEGINNIN6 SUCH WORK ALONG A TOWN ROAD. ,PARK.ING REQUIREMENTS:AIL � LOG IO PARKIN&5PAGE '�` '� BUILDING AREA = 2400 SQ.FT, E IY c ry a m EDGE OF FRESHWATER wETALNDS AS I 6. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL LnNoenNKEo PnRKIN& FLAGGED BY EN-GONSULTANT5, Inc. I INTERSECTION IN ACGORDANGE WITH AA5HT0 REQUIREMENTS. AILRETAIL AREA = 1200 5Q.FT. ON DECEMBER IQ, 2009 '�` T ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC, I $PAGE/200 SQ.FT. a FLAB p IL �q. '��` I MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND 1200 5Q.FTJ200 5Q.FT, = 6 SITE PLAN BASED Q _ I , ALL PLANS SUBMITTED A6 PART OF THE TOTAL APPROVED SITE RESTAURANT = 1200 SQ.FT. PLAN APPLICATION. ON SURVEY BY: 1 00 50.FT 5P.FT. ,Q r 1200 SQ.FT./50 SQ.FT. = 24 JOSEPH A. INGEGNO LAND SURVEYOR O (11 1 PAVING SPECIFICATIONS. STORAGE = 1550 5Q.FT. 1380 ROANOKE AVENUE b" STABALIZED BASE, 2" ASPHALT I SPAGEA000 SQ.FT. P.O. BOX 1931 — � S • I I CONCRETE BINDER COURSE WITH 2" 1550 5Q.FTJ1000 50.FT. = 2 RIVERHEAD, NY 11901 [� \ 1 APHLT CONCRETE TOP WEARING TEL.: (601) '72-1-2040 r"_•—•—•—"��•—+— +—"_•—• •� �/ > m Q 1 COURSE TOTAL PARKING REQUIRED = 32 SPACES FAX,: (631) 121-1-121 8' CHAIN LINK �•' 1 I I FENCE W/ WHITE TOTAL PARKING PROVIDED = 23 SPACES PTV 5LAT5 rN AREA TO REMAIN NATURAL POURED; PSIN PLACE CONIC. CURB INCLUDING 2 HANDICAP SPACES 1 I EXPANSION JOINTS 20' O.G. I L ADINS KED SPACES I I con 'Q . � I I LOADING SPACE I � � (fl (� O I 1 1/2" RADIUS I 6" GONGRETE ^^ 4" TOPSOIL t SEED A PAD FOR h••M Y= I �_ DUMP5TER 1 6" AIN LINK FENCE N t'�S 1 I Q W/ WHITE FTV SLATS ` o I I Q fl ry 1 .... .. ... ...... ....... TOrOL -' 3 ® 12" O.G,E.W. i i ~ > ED16E ({� ,. LIMIT OF BUFFER ZONE 1 " 2 SAND BAND '16 IMBE , ---------_._� MOUNTING t 0R IN FENCE ED5E 2-N5 TOP f � , 1YP. QL.T�`L ' ' i TTER�©R BEAM TO EXTEND 10" BOT. DONT. W m /' 1�ry� /��jy1 w l ANDREW C. FOHRKQLB - __..� CLEARING N6 i GURB ANt� 'Ai KING+ !{ 24"t O.G. 1 {7AVIR'FPHRKOLB �-WO/F --- ._ MIN. BELOW FIN. ERADE SCALE 1'-O" W/#3 TIES ® ZONED FERAL BUSINE55 — - NOT on Pl1BL IG WAFER I I - -.. _-- - , FOR GURB AND PAVING AT FRONT 5EGTION A SEE 517E PLAN u IL " I ---- T." ' I wo/F STREET PLEASE SEE SHEET #� p t0 PROP05EP GRAVEL I I „r�C;`, ! ,i I FNILEE REALTY CORP. T &� H ENCL05UR.E AREA FOP GRO¢5 , 1 - - • ZONED: GENERAL 5 1NE55 Q ACCESS. CURB TO 18- i i PUBLIC WATER NOT TO 5GALE rI,t1J 'Q HAVE 14*EVEAL I WWN 15 (14 l�ALL _6 dNz 11NTERCONNEGT 1 1 W NEW YORK STATE DDT NOTES PIPING TO BE PROPOSED 10"A GPP DUMPSTER AREA I 1. THI5 SITE LIES BETWEEN ADJACENT TO SEE DETAIL i REFERENCE MARKER 25-0704-1653. 2. ALL PERMITTED ACTIVITY MUST BE I '~ .I. - - I `.• PROPOSE D---� ° 1 COORDINATED WITH THE ENGINEER IN CHARGE '- "t�OF Nf{y y 1 FLUSH GUF{E I �� 1 os"+ (E.I.G) OF NY5DOT CONSTRUCTION PROJECT I ,`Q PEVTgV Q Sly I` • `� PROP05ED _ � ' I� �I I D25Q518 TO PREVENT MPT AND 54'HEDULIN6 VARW PJ ASPHALT LOADING I CONFLICT5. THE E.IA. ON THIS PROJECT, MR. JOE �� PARKING AREA SPACE --� LUDWIG, SHALL BE CONTACTED AT (631) 134-1590 bill °'i J1 s� I PRIOR TO COMMENCING ANY WORK. AREA F', 215'-O" B?V-4„ • i 1IY b. I ��opyOfEssli GARAGE PROP05ED I �N 3950 50,FT. RETAIL BUILDING ' J, (2400 MAIN FLOOR + 1550 ME g t - F ; _ P05ED --------STORAGE 4 MEGHANIG5) - F 4- 6" P.G. CURB (rYPJ 1 ", R PROPOSED CURE) OUT PROPOSED ' aaw 5' P.G. WALK I �� 11 I ltl. ��`� cd o EXI5TIN6 CURB (I wOFI^ I 60' 525,-0„ ,1 1� G FRED RpBLEk,T SGHOENSTEiNi 81'-2" JO5EPH FRED 5CHOEN5TEIN 4 I -}-- �N ZONED GENERAL BUSINESS L� ( . . 1 �v PROP05EED �APEr 11 I , I f a„r,: r'- -� �,,, ••-" W V- [f PUBLIC WATER I s --�,�: 1 , i I �� :. ., .; *" C/ PROPOSED I WATER SERVICE I � -���� .: 53,30': V'I m �+r! j ,Fj i �• E.., z n 24'-O" `� >. , pUNP 15L t ter,.•. y -11• n"�T��ii771/'"_ ,/�"�•�' (,� Z W O ; I t i J._� : } rO I MIN. �, GO SLAMQ 1.6'N. L iiiVV+'���.rM''I� .RmtTI --�„-��i" CYy Q W m I STORY '-I"' H.G�� KING I _' •� "„F;R©POSED „ . ._,� t�{ , _� 8.31, (1yT.5.1 FRAME HOU3E " SIGN Q I 1 • LSEEDED ARE(•: :� L7:" cu 1y _�- EXISTING CURB CUT �_ �� �p:.14 "^ u- I0 ry SIJ np .�- __,,,,_,.- S cn "^--` '�' 1 11'-T' �`, i 1 yl�I •�/E ' �.•* '�. �"r . ,,, r�.,r'. . w�/"'�I Y ava,A p MIN. • r yr — - E IX STING FIRE CONTRACTOR TO � rW G�'�""��EXI5'7fING GUP.B GIT Q 653 � Ul EXISTING POST AND RAIL `I; , EX15TUTILI�E,_ I P HYDRANT BA51N5CLEAN PgT5TING CATCH +?IrT�^„•,.•�'� r a q FENCE TO REMAIN. h POLES U/ UTI _ cP�TRUGITIQNF PARTIAl 'PLA.I �r MODIFY'AS REQUIRED TO i - g] EN,W.URE'-4T 15 ENTIRELY WITHN THE APPLICANT'S ,b \ •� RI"� IN > U N PROPERTY '� j ryAl A �� •X15 ""– ( T�'j a0 15 o O 60 40 12 150 �I \ . . . "•� E%15� �� EXISTING RA N� REPAIR IRLK iAND GU HOtU�L5DA5 GRAPHIC SCALE I.. , 30-01 2' NODOWN5E �G�T I /� EN6'INER, 'BY THE STAI`� j�A'`� iyf- --. ' EXI5TIN6 POST AND'RAIL FENCE. �� Ty R�,���`.'^'"' )TAT) SITE PLAN 1 � PAPE : MODIFY A5 REQUIRED FOR GURB N. TER INS _ GUT AND TO ENSURE THAT IT IS ( „1G I O ' T o' ,�;..'+ , "• -2' N05E ENTIRELY WITHIN THE 20 9s7 60 80 j:XISTi DOWN APPLICANTS PROPERTY 2IO O c6RAPHIc 5GALE I NYSL©T GAS # 04-205P UTILITY POLE �`" SFE NYS, DRIVEWAY C-ON15TRUGTION MTA62 -CAST IRON CqVaB� SEPTIC TANK (I) 1 K 1f"f / --CAST IRON FRAME ANDORADE COVER TO GRADE -7 1. GONGRETE SHALL HAVE A MINIMUM GOMPRE551VE 5TREN5TH OF 5 82.24'50' E �'� S •24'S0" E ) VILLAGE N/O/F a, rRAFRc p� p . a 3,000 psi AT 28 DAYS. EXISTING GRADE >: von N 99.8p• "�- �„� o q Z� OF 6REENPpRT SBLA6 NG tr a' TRAFFIC + 2, WALL THICKNESS SHALL BE A MINIhNM OF 4", A TOP THIGKNE55 O _ I I/D• �'�'RI OF 8" AND A BOTTOM THICKNESS OF b". ALL WALLS, BOTTOM AND 0.00 � 21.7 / "� � 1q 0 INLET • 5 PER FT 5LA5I I TOP SHALL CONTAIN REINFORGIN6 TO RE515T AN APPLIED FORGE PROPOSED GRADE Bc_ 000 \ / �' �'►_.... _ 1q2 �" MIN. 4' DIA I - FLOW LINE 0muTLS. OF 900 pSF. P-' i' FROM KITCHEN ROW LIN:.. Z I / / 175'37 / `'L''S7 2400 I Y I MIN. 4' DIA. I gmEl' 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 5 2�.1 PIPE OR PITCHED MIN. I WATERTIGHT. PROPOSED LEAGHIN6 4 ,( EQUIVALENT I I u4' n' I To SEPnc TANK 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL POOL WITH CURB INLET / , 9 PITCHED I/4" a I I t I I MIN, 4" DIA. DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/4'7 ON A MINIMUM 3" PITCHED WIN. 1/6' n' I I THICK BED OF COMPACTED SAND OR PEA GRAVEL. I I I I 5. A 5' MIN. D15TANGE BETWEEN SEPTIC TANK AND BUILDING SHALL PROPOSED LEAGHIN6 FLAG I iN I i i 1TH1c BE MAINTAINED. POOL WITH 50LID COVER I2, 7 �I LEAGHIN6 POOLS (2) 1----- --- - -- - - - h I I. LEAGHIN6 POOLS ARE TO BE CONSTRUCTED OF PRECAST EXPANSION POOL $ K NV `_ (� r!_AOW' 1 1q.2 1q2 ' I N v REINFORCED CONCRETE (OR EQUAL) LEAGHIN6 STRUCTURES, 50LID 2 �+ ',� - O DOMES AND/OR SLABS. EXISTING CONTOUR 2. ALL GOVER5 SHALL BE OF PRECAST REINFORCED CONCRETE ,� \ IjL FRESHWATER WETLANDS A Im c g 222�t 3. A 10' MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER EXI5TIN6 CONTOUR TO AL (OR EGUALJ. Zq_ EDGE E FRESHWATER WETALNDS A5 I - �_q� \ FLAeSED BY EN-cONSULTANTs, Inc. I � LINE SHALL BE MAINTAINED. . ON DECEMBER 19, 2003 BE MANIPULATED r 24 - .L1 ilVc FLA DETAILS OF CONSTRUCTION ly I ilLAIL PROPOSED CONTOUR 00 \ FLA � I. USE ONE (U REINFORCED PRECAST CONCRETE SEPTIC TANK. �J (1000 6ALLON) SURFACE WATER FLOW le--i 20 - �� ,\ 2. USE FIVE (5) 8 FT. DIAMETER, 3 FT. HIGH PRECAST CONCRETE O r / I 3. USE 4LEACHI4IINCH DIAMETER, APPROVED SEWER PIPE THROU6HOUT. rT� 4. THE WA5TELINE FROM THE SEPTIC TANK SHOULD ENTER THE PROPOSED DRAINAGE 2S\ III MAIN RING AS H16H AS POSSIBLE. LEAGHIN6 POOL NO. 5. BACKFILL MATERIAL SHALL BE COARSE SAND AND 6RAVEL. W tl1 Q I � LOO b. SLABS SHALL BE BETWEEN 10" AND 14" BELOW GRADE. ~J > �- LL NOTE. � 1. SOLID GONGREfE COVER SHALL BE BETWEEN b" AND 12" BELOW r�--1 CR0550VER PPES MJ5T BE OF b'OD, PIPE,20 INCHES ON GRADE. ~ W W 25.3 S r i AREA TO REMAIN NATURAL \ I CENTER,WITH CENTER LINE IW BELOW THE LIQUID LEVEL 8, BOTTOM OF POOL SMALL BE A MINIMUM OF 2 FEET ABOVE HIGH 11..1 Z II 6RE65E TRAP SEASONAL 6R10UNDWATER. Q II - -- - _ _ _ I 5EPTIC TANK NOT TO SCALE \ NOT TO 5GALE Q (L (`I -Iu A•"I LL 23 7 \ I W Cfy r BUILDING 0 T.G. = 243' . FF = 24.9' CA. 2521 I I 237 \ I FINAL GRADE F' r 236 I W W 21 E a' TRAFFIC m / I �I \ / I GRADE-235 I ® ® 4� I BEARING SLAB rTl (n LIMIT OF BUFFER ZONE K4 1TEARY MIN. PITCH I/4"n' MIN. PITCH 1/a" 6" z4 4 ----- 4"a 1. SEPTIC sa.R. Bs ® ® r I I � ----- - �I _---- \ _i - 2z TANK LEAGHINO I ® ®E� I W Y m INV,EL 22S' Q , , I N/O/F 1 1 -------- - __________ I LIMN OF \ INV. EL. INV. EL. 215' POOL 3' MIN. R 24A' .I ZONED. GENERAL ANDREW 6. LB \ I 15 G-24.1 GLEA \6 _ INV.EL ?3A' (I OF 5) ` DAVID FOHRKOLB _ - --------, 2 3 Q Ih�55 r--------- --- -13 TARP ' CLEAN SAND PUBLIC W/17'ER .E. SANT WASTE RISER SAND 19R AROUND sEE CALCULATION UL ------_-_ -----IQs G=2s.o 2a I N/O/F NOT TO 5GALE LEEAACHNGI�POOLS M ® ® WITH FILTER FABRIC Q =24.5 =7 ® l!J PROPOSED 6RAVEL i' T6=24.4 1 I G=24.5 I PHILEE REALTY CORP. i L, AREA FOR CRO55 I '' / 24? ZONED: GENERAL BUSINESS GRouwD wArER I * 2 ACCESS, CURB TO I BOT. EL. 155' EL 12.9' € O „ 1 HAVE I" REVEAL 1 9 \ I '� PUBLIC WATER GRPJND WATER n SEE SITE RAN FOR 51ZB Q. IL(Yy� q \� -BIHLDIN6 NON-RATEABLE y O ` SOIL T.G. = 2i2' T.G. = 24.2' N N G=24. • 1 I " FF - 24A' O.O. =24. 1 ! / 42 I GRADE '� (6P"EMINETRATION) �h±') 1'() �LLAR MATERI F+"1 24 3 Z p Y 246 I T _ __ _ _ _ RATEABLE 501E ROP05ED 10'0x3' EFF. 11 9 UNDERLYING SAND AND GRAVEL 5TRATA DEPTH LEAGHIN / °'S NOTES , 256 / w/ CURB INLET (TYPJ 1 / \ I I. COLLAR DEPTH 15 NOT REGAJIkED WHEN RATEABLE MATERIAL EX15TS FOR FULL DEPTH. 1 2�r n / \ KITCHEN MIN.PITCH 1/4" A' MIN.PITCH 1/4' /1' O LEACHING POCM. 2, COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. 5 / G=24.1 O 3 \ TG=24.5 I PROPOSED 10'(0x3' EFF. 4 G.I. GREASE SDR SEPTIC 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC. `(4 OF NE�y� / 1 12 DEPTH LEAGHIN6 POOL TRAP TANK 'tP PE�TBol 6 / 1 PROPOSED / w/ 50LID DOVER (TYP) NV 235, (I OF 1) INV. 225 SANITARY LEAGHIN6 POOL DETAIL 1 ASPHALT ^ 1� / INV. NOT TO SGALE 5 v PARKIN6 AREA 9 P 14 24DINV. EL. 230' INV. EL. 22.0' y W 25.4 U d 2s'-o' II KITCHEN WA5TE R15ER 81'-4" � NOT TO 5GALE SANITARY SYSTEM GALGULATIONS: TEST HOLE DATA r=25.5PROPOSED 9p�ssloNa`' =25.0 3950 56.FT. RETAIL 5UILOIN6 II 23� CAST IRON FRAME AND GRATE/COVER ALLOWABLE MA(NA&EMENT ZONE. IV (2400 MAI�F�}COR',+ 1550 (WITNESS BY SGDHS '�4 74.6 FRAME FRAME ALLOWABLE FL FOR SITE - 600 GPD/AG ON 2.1.05) _ 247 - -- ST¢URA6E`3�MECHANIG5) 1182 c OR APPROVED Ep1AL RES) = 912 6 GPD _ yHED SHED CAMPBELL '__....... _.._.._..,._ Fi. ._...__..._..,._. ----------------------- II FINAL eRADE 'f SAND LOAM AL O (AT EL. 25.OT - 1L (600 GPD/ALRE)(1521 Ar Fl.. 23.5' O, O 1 Z a TRAFFIC DESIGN CALCULATIONS. '-'i// MxeD 2. G=25.5 1 1 E E NS SLAB DRY RETAIL AREA = 1200 50 FT. G=25.0 1 1 , U�I 1200 50.FT,x .03 = 36 6PD BRCLm�CLAY CH q - - F.F.=25.5 25'- , 24 1 1 I I EL Ias' 1 1 N WET STORE = 1200 SQ.FT. Q Ui O �J�,/J ��'It SANITARY = 1200 SQ.FT. x .03 = 36 GPD 50' FRED ROBERTO5GHOEN5TEIN 81-2 ; N 1N Ib I -- 1 ® ® I KITCHEN = 1200 5Q.FT, x .12 = 144 6PD JOSEPH FRED 5GHOEN5TEIN Q. I 1 11� 1 a TOTAL - 216 6PD U] Z r� 4' ZONED: 6ENERAL E U51NE55 .. ."...'.. 1 B' MN. h 3' MIN. I = PUBLIC WATER i `�2` e 1 q 1 1 1 ® ® -_ r:y F- 2 23.0 . /• /5T \• �`1 PROPOSED SERVICE 11 1 I I SEPTIC TANK: WATER rLAY `N aµRODw+ �.�I O O \/ 6T P_ 2x 216 6PD = 432 GALLONS REQUIRED (L T i 15LP� USE I-8' DIA, x 5' HI6H SEPTIC TANK = 1200 6AL. z / •O • .. ' I • I ( • 1 IN 11 GONG' Ib'N. I Emm (MINIMUM SYSTEM) cH < cl ^ W # ,y \ LP/ � EP t!I 4 151- D (, ;(�J) WTH RLTT327uFms G=2.3..6 . H LE2d PROPOSEg-4 1 I Ln 1 g16'-� HIN6 POOLS: ILDED AREA = � L - 216 E 1 1,5 6PD/S.F. = 144 SQ.FT. V7 - `2,.�✓E P_ Y USE 55--b DIA. x 3' EFFECTIVE DEPTH LEAGHIN6 POOLS = O v o ry 1 / P• , ., .,................... ..... 23 _ GROUC WATER I o ` ( i iv WE SITE PLAN FOR Sfg 375 5Q.FT PROVIDED (MINIMUM SYSTEM = 300 SQ.FT. �L, 22 4 1 I \ T/ LL22�!6 1 20 MIN. \P/ 3..2 q \ / 23 0 NON;tATEABLE LEAGHIN6 AREA) _ _ 44' � o N s 1 �,1 5 I 1 SOIL - WATER IN BROWN FINE a Q O 1 T'6=22.5 3 Cp 2 F'R01P R�SE TRAP. _ r0 M®I,.e+SAND sP ILIT - : u IFJ O = 144 6PD so' l0 46 23B MATERIALS 6' MN. USE 1-8' UTA. x 5' DEEP GREASE TRAP = 1000 GPD\13 o .. . ..� �'rr �• RAAB E SOIL (MINIMUM SYSTEM) 9 -11 41 PRAINA6E CALCULATIONS �II24 1 23'5 NpGViE°'292 III ± 'I n -_ � I.fIDERLYING SAND AND GRAVEL STRATA AREA OF BUILDING (PROPOSED) = 2400 5Q. FT. 24 _ DOWING T1` 1+�T yy¢ USE 2 - ION L.EAGHIN6 POOLS 3'�OECTIVE DEPTH � �� t • Ll Lj 5) I, COLLAR DEPTH IS NOT REQUIRED WiL-Tl RATEABLE MATERIAL EXISTS FOR RILL DEPTH. 410.52 GU. FT. PROVIDED. _ �- G=23.1 G=22.4 FS'.'S � IN y 1� ( /R A L I N V PLAN 2. DOLLAR MATERIAL SHALT, BE GLEAN GRAVEL OR BANK RUN. r / _l n aT MAIC 3. ALL DRAINAGE STRUGTLRE5 MUST BE WRAPPED WITH FILTER FABRIC. AREA 6 O2 5Q. FTOF . T (PROPOSED) = 15(oOb1,10 , F . � O 23 .-2' NOSE lam"-" Z[ IGA, L LEAGHIN6 POOL. DETAIL USE 12 - ICA LEAGHIN6 POOLS AT V EFFECTIVE DEPTH DOWN G=23.1 G=22.3 =23 "'4 2C 10 L 20 40 60 eo 100 2463.12 GU. FT. PROVIDED. G=22.3 �RAawc 5GALE r' = zo'-o° NOT TO 5GALE I , i ° I � i I ylMtrvv w�•����� i E - ` 1 _ I f-3f RT =r_Lk�' f _prrtctrl+-;= T X21- - �t�-A��,t1�-an�j�_ �4!✓�NtilY�12�_I�a� AK vT - oe3V�F -- - -_ - ' `�`���i/��7G`'�a1;�1'�1"&CF�-1�0-�'{=- - -�r-o�S�t9 �I�ll�_�ull�✓IiJG�i- - - - -- I 4=�- F � I LAN95GAPE SCHEDULE �82'24'S0' E 5 82'24'5°" E VILLqSE of GREENPOR7°� KEY QTY BOTANICAL NAME COMMON NAME SIZE 99,80' ...�� — SHAD TRFc AR 3 AGER RUBRUM RED MAPLE 4' MIN. GAL. A ` O I FLA& II FVFR&RPEN 4NQ _R JGBP 12 JUNIPERU5 CONFERTA 'BLUE PACIFIC BLUE PACIFIC 5HORE -UNIFIER IS"-IH" SPREAD JI4 I N O IL O TON & THUJA OCCIDENTALIS 'NIGRA' DARK AMERICAN ARBORVIATE 5'-b' � JV I N #i JcBv QTJIJ � AIL J o IO &ROUND LAVER O (FLAle?L FRESHWATER WETLANDS G5R 12 COTONEASTER SALICIFOLIUS REPEN6 WILLOWLEAF COTONEASTER 15"-18" SPREAD I�aj P � 0I m EDGE OF FRESHWATER WETALN05 AS I Ocsrz m FLAO&ED BY EN-CONSULTANTS, Inc. ON DEGEMBER 19, 2003 JL4 PERENNIAL lL FLA FLA 'AL PA 2 PLG5. PENNI5ETUM ALOPEGUROIDE5 DWARF FOUNTAIN GRA55 2 6AL. r O I W W x x Z LL I o r-1 �I X x IN A� REA TO REMAIN NATURAL 17iIYYY���LLL"' \ I F�TiLn CIL ry I W .Q Cn 0 N I O J IN ' y9 IECESS OF TED RU „ I I CEDAR STAKE D'-O' LONG I12 WIRE.TWISTED fn 2' TO 2 3/4' DIA WRAPPING(BURLAP w O LIMIT OF BUFFER ZONE I2• PINE BARK OR KRAFT PAPER"RAP) � 04X444) IF NO YRAP) 04X444) 01 s" r � _____^__- __________ lI 5*CALIPER(MIN) 5 I 5MIGER —�� FINAL GRADE �•L+ m N/O/F ______ __________ LIMIT OF O ANDREW G. FOHRKOLB r ___ i GLEARIN6 DVD FOHRKOLB - I ON ZONED GENERAL BUSINESS -- m LIT___ rB WHERE lL PUBLIC WATER ZZZ _J ll L____^ I SPECIFIED. /:'�^ X PROPOSED (5 1 \ '8; I WOE 5 ° TOP501L AREA FOR 6R�i55 L_L; PHILEE REALTY CORP. BACKFILL Q O CESS. CURB TO ZONED. GENERAL BUSINESS ACQ = HAVE I" REVEAL IS I PUBLIC, WATER TREE PLANTING DETAIL '>-A o_ d) NOT TO SCALE W/ SPEQFIGATION5 FOR TREE PLANTING ((W ry L TREES SHALL BE OF NIRSERY STOCK OF AN APPROVED 5PEGIB%6ROW1 UNDER THE h'�I 4 SAME CLIMATIC CONDITIONS AS THE PARTIOILAR SITE, THEY SHALL Be OF w _ I SYMMETRICAL SROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET TREE(ISE. 2. THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51X INCHES ABOVE THE FINISHED GROUND LEVEL SHALL BE A HININUN OF THREE (5) INCHES, r r 3. ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH 600p HORTICULTURAL THE FOLLOWING 15 DECLARED TO BE FOOD HORTiCULTI.IRN_ PRACTICE, (1) THE TRIM SHALL BE WRAPPED WITH BURLAP OR KRAFT PAPER QF NEjti TREE WRAP AND THE TREES BE STAKED WITH TWO(2)CERAR POLES 5BURED TO THE TREE BY MEANS OF PORE THRCM&H PROP05ED RUBBER HOSES. (SEE PLANTING DETAIL Sr-ET) I ASPHALT LOADING W �TREES ALL SLABEEL TR ATRAr�L�t DB�ONE HALF �nl�. r PARKING AREA SPACE FEET IN DIAMETER �j L2 (3) ALL TREE PI75 SHALL BE BACKFII I FD WITH TOPSOIL. y 2 25f'-0° 4 ALL TREES LISTED UNDER H HEREOF SHALL EE EET H" A NOT COYER THAN OSIXF op 4" �4 FWITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP A9pFESSIONP�'� PROPOSED I T. 3950 SOFT. RETAIL BUILDING (2400 MAIN FLOOR + 1550 FW,ME FRp,ME 5TORA&E 6 MECHANICS) SHED SHED --------------- ';H. I II III PRUNE I/I- OFA EAF AM BUT '�� IL 1 RETAIN U 2xFF 25,-0„ I 1p SPRAY WITH WILT-PROOF WO/F A IY1 O S FRED ROBERT 5GHOEN5TEIN 87'-2" AGTINSTRUCTIO TO MFG'S d o J05EPH FRED 5GHOEN5TEIN � (� C) -L 00 ) ILA II I _) J� PRESENT NS IF FouASE I5 I N \�l//� PRESENT �' 1J Z Oi ZONED: GENERAL BU51NE55 I - I W U) PUBLIC WATER 604OMD LINE TO BE SAFE AS W/ 't $$ 4-TON 4-TON PROPOSED II II AT THE NxzSERY N O 6 WATER SERVICE 1 10' MITS FOR H F 11- Q Ji' I PUMP 15LP� W TO 4' Z 0 IN GONG PND Ib A HUGH,20• Q # ( STORY PROPOSED-� N I 15L �7g 31 JS) OVER 4 MIN. FOR — OF BALL BURLAP FROM TOP FRAME HOUSE SEEDED AREA � _ �' HIGH r BACKFILL WITH TOPSOIL a PEAT- MOSS EAT- C V ~ F>ERS-WATER BY LAYER 9' a N ��L N 11 ' UNTIL SETTLED, DO NOT TAMP O IiS g E SOD - -JGBP b" FOR ANTS UP TO 4' HIGH (y ♦ Q p � R �i ♦� N 8' FOR PLAN S OVER 4' HIGH F U/ UTI ARu �� p � I ,A SHRUB PLANTING DETAIL H� NOT TO 56ALE –5 PA(5E�{—'•– T : FROMYy gT) LANDSCAPE PLAN L,G 3 of -1 20 IO O 20 40 60 80 100 GRAPHIC SCALE I" 20'-0" I, 5 82. N/O/F 5 82'24'50" 24'50" E VILLA& E 99.80' E OF &REENPORT 175.37' O � FLA& I L Io 8 AVC A I L p o FLAG ,IW. FRESHHATER WETLANDS IL EDGE OF FRESHWATER HETALNOS AS AL AL FLA66ED BY EN-CONSULTANTS, Inc. I �! I ON DFGEMBER 19, 2003 L FLAG '� .ilU� I FLAQ ♦— Q C7 Q a m i5 = I W x ff � � I o fy� N xy . w AREMAIN NATURAL I Il] o I ^ d N I LL I • I $ o � ti IN n I I m i"" LIMIT OF BUFFER ZONE QI ----=-- --- ------- ; OF I GWy W 5Qwo/F - =--- T ANDREW G. FOHRKOLBI CLEARING DAVID FOHRKOLB ------ -'--;I PUBLIC HATER F� X L3�L I PROPOSED &RAVEL AREA FOR OR055 i PHILEE ALTY CO . I ZONED: GENERAL BUSI�NE55 O ACCESS. CURB TO PUBLIC HATER I1�� HAVE III" REVEAL �— 15 W 0 I 1-16HT FIXTURE:JQF NEw 400 OR 250 WATTS Q� 4YTB (SEE 51TE PLAN) Gj~ t�F Ur 'p DIA PROPOSED " SUPER METAL HALIDE BOL GIRGLE I ASPHALT LOADING - C PARKIN& AREA SPACE MOUNTING ARM i N � 8T-4" 25'-0" Qti 4" STEEL POLE y OA� O S10Np�'�t1� PROP05ED PROPOSED I POLE BUILDING LIGHT 3950 50.FT. RETAIL BUILDIN6 N *1 1 (3 PLC S) (2400 MAIN FLOOR + 1550 STORA6E t MEGHANIG5) I PSNED FyHEDE __________________________ I �J 10 1/4" J BASE PLATE N �1 Io F 2' 6" MIN. WO/P ¢ p U S RED ROBERT SGHOENSTEIN 8T-2" J05EPi FRED SGHOEN5TEIN 0 O �� 1 �`� O 11 11 I WITH GOVERNDHOLILL Z W Z ZONED4 �6ENEL INE55 I 1 1� 11 1/2"O CONDUIT STUB-UP p O PROPOSED 1 1 3" PROJECTION I �i GROUT ' WATER SERVICE \ 15Lp,ND » r^T7, h Z 0 0 1 p,UMP CONCRETE— � W Z u1 O 1 GOr151-A`NO 16'N. GURB '' �L.i!{ iy1 I Q) W # m PROPOSED PROP05EDf b W 1 6'10.')x• =__-� FRAME HOUSE ZL YARD L16 Q SEEDED AREA _ _ L �� _ r - V] (3 PLG5) O /� OA V 30" LONG � V ry _ I — GALVANIZED q ANCHOR BOLTS h TYPICAL POLE FOUNDATION O ` A 3,000 P51 CONCRETE a S ---�— c NOTE UTI -- . 1 I. BOTTOM OF FOOTING SHALL BE 6" MIN (5) k 2 TIES ® 12" O.G, U/ uy� Q BELOW MAX. MOST LINE PENETRATION. 2. L16HT POLE AND ASSOCIATED 5TRUCTURE5 (4) #4 VERTICAL '��� SHALL BE DF515NED TO HITHSTAND A 100) MPH ONE AT EACH GORNER _ WIND LOAD AND DEAD LOAD. t —Lit— t 1 i �S o `� 3. YARD L16HT MANUF, BY: SQUARE OR I�--�_ L51 INDUSTRIES I'-4" L I (5HT I N(5 PLAN 10000 ALLIANCE RD. I'-6" DIAMETER P A C� : r •� Ff``�' {g RtOtET)I P.O. BOX 42728 5 CINCINNATI, OHIO 45242 YARD LIGHT DETAIL /(_. O -7 IPS TEL. (513) 793-32 —T 00 I 20 IO 0 20 .40 60 ao too FAX (515) 'M-6025 NOT TO SCALE GRAPHIC SCALE - - -y ASPHALT ROOF SHINGLES - - - v W m SOUTH ELEVATION WEST ELEVATION W a o aI r N Wr mos r P� ozLL moo P4 o w T W o0 = 0 W N � -_ _ W � . ��FpEY i BUT y0 ir — — �� - M C3 - - - - - FfSS10NJEFrREY T. P� -_ --f VINTL CEDAR IMPRESSIONS SIDING - _ _ - - - J - -- - - -_ - BUTLER, - - _ __ __ 1•H � 4 9 uA TFo LU UJI - - - - — LL `n U u ju LL Q V • U NORTH ELEVATION x � EAST ELEVATION PAGE : 5 of I �1 m F MEGH/STORAGE _ LL N y AREA 15"15 SQ. FT. � 0 �U�¢Q N 10 z LL O JI u II� -.1 CONCEPTUAL &ECOND FLOOR PLAN W m a o AREA • 1575 SQ. FT- cry ' rT, y r F4 O S � } x z mW0 O 7FYR( STROOM O = m X RETAIL SHOP 0 AREA . 1200 SQ. FT. m r�OF NE�y 1- T w �, a4 „ kW r c9 W 9pFESSIONP� i c JEFFREY T. 51JTLER, F.E. w c MEGHly t o z w a RESTAURANT -- KITCHEN w Z Q m m I'r I I I I ARW EA - 1200 SQ. FT, �� RESTROOM W v~i O p FGAZO z U- A04 N _O LL U p 4 0 r L zw u CONCEPTUAL MAIN FLOOR PLAN {SAGE : AREA - 2400 SQ, FT. (o Of NOTES: ----,---may I,cI � BIm SHOULDER WORK AREA L THESE SURFACE5 5HALL BE GIVEN A 5LIP '11 I L DETAILS SHON PERgV OF SLOPING AND GONSTRWTIN6 207,01 WA A451FIE0 EXCAVATION AM EMBANKMENT RE515TANT TEKRRE.. A COARSE BROOM — 1 DRI~Y AFNO ri,HERE c4WALM 51D5*%x IS NOT 6015,0101 OONGRE E 51DE%LLK5 Nm DRI~Y5 FINISH PERPENDICULAR TO THE SIDEWALK REWIRED Alm'DNR'DRIVEIAY5 NOT SPEGFRV'THE 60DA2QI A6FHN.T COIYAFR SIOBNALKS AND BICYCLE PATHS SLOPE IS ACCEPTABLE. DRI~Y 15 TO BE C.OLSTFELTED OF 3'OF ITEM 6015,020 106042501 CONCRETE CARS TYPE A HEIGHT 2. THE FIRST FULL 5'FLAG OF VDBNALK TO n .I 1/2' THESE MAILAND S.STBS TO THE LAYOUT AND SLOPES SFmYH IN 611 7A SODDING,2802 E CAF/TYPE B NRB BEYONp EITHER SIDE OF THE ORIVE�NAY SHALL EE EN D 6' THICK, WIRE FABRIC REINFORCED A 4614 DROP O APRONS ARE ASPHALT THROUGH 6DD.o20U, ABRALT ROAD WOR K MARK (ITEM 105015.0103) AS SHOWN IN SECTION A-A A I'HIGH DROP GRID SHALL EE RAO®TFROU6H TIE SFQT M X771507 P'Il1E RQ70J20 •SLOPE 514' PER FT. SLOPE 1/4'PER FT. _ IICKOD.0103 -CONCRETE SIDE4ALK -LLAS5 F) - OP OF DRIVEWAY.BTIFM ICWO9lWU. FIN. c. 201,01 LWAAWFIED EXCAVATION AM EPEAWIIENI a 3. THE 'OFFSET STRIP' MIWMJM WIDTH SHALL BE - PAVEMENT 5.T45 SLOPE MAY W REDIA'.®TO 114 PER FT.AS 17304.1011 5118 BASE COUNS£-TYPE 1011 uU�� . a 4 G I FOOT IN AREAS HERE UTILITY POLES ARE N < 4 PP> FOR 94 OTFM TRANSITION TO ADJACENT 45,111 ASPHALT 0WRETE-TYPE 3 M�IRIER RSE C y 4 X X LOCATED IN THE 'SNOW STORAGE 5TRIP'OR N X ASPHALT THERE ARE NONE. 403.TIC4 ASPHALT C 4WM-TYPE 6F TOP CORSE - �.pPAVEMENT SURFACE RESTORATION OF THE 'OFFSET STRIP' ♦ 4.DRIVSNAY WOTTG MAY HAVE TO BE ADJ5TiD TO NOR FRICTIOU MARSHALL DESIGN \ F1 I" SHALL BE AS INDICATED FOR THE '9M 5TORA6E MEET EASTING DRIMMAY WOTIK AND Jdl ANGLE 40321 ASPHALT CO CRETE-TRUSNG Atm LEVELINGi COURSE `- STRIP"BELOW. APPROACHES 4 0301 M�ISGS-ANB3U5 COLD KLLING OF INMINOIY5 CONCRETE O T- TEM I060DAl03 • THIS SLOPE MAY BE REDUCED TO I/4' PER FT. 4. WHEREVER THEE 'S N STORA9E STRIP'WIDTH 5.TIE ORIVEKAY CQbTRXTION DETAILS SHOH CURB 490.40 MSOELLNEQS COLD MILLING OF FORTLN40 CENBNT CONCRETE A5 NECESSARY FOR SMOOTHER TRANSITION TO 15 LESS THAN 5 FEET,THE 51DEWALK SHALL BE CONTINUOUS TIROUGI CONCRETE DRIVEWAY APRONS,BUT 0502-mm SAW amm PORTLAND GEHE NT CONCRETE`. RE FABRIC ADJACENT PROPERTIES. EXTENDED TO THE H16HA4AY BOUNDARY. HERE SEPARATE CURB AND 94MWX DETAILS APPLY 635.0202 QEAMW EX45rNG PAVB4:RT AND/OR SHOKLDBtS - J 5.THE MINIMUM NEAR WIDTH OF SIDEWALK5 SHALL THE CAM WNL IN FACT TET-WTE EITHER SIDE OF 635,03 CLEANING,SENJN6 ND FLLINS.OINI5 AHbI CRACKS BE 4 FEET. CONCRETE CURB APRONTHE RRWHTIED O sHT1«�5°S� 3 DRIVEWAY SECTION b. THE MAXIMUM CROFrPITCH SMALL BE I/4'PER FOOT. TYPE 'A 51�TEA Mr7AD- 17E RENIHM % b.THESE FAREA,CfS SHALL EE GIVEN A SLIP Rfa15TANT ' SEGTION A-A DRIVEWAY WIDTH ITEM 10604.2801 M054ALK 54PE1 F4WTAWC+BDICLLAR TO THE AD AMIT1. T TO E�Me�DEPTH ASPK-LTLL ONLY F A5 SHOWN ON 517E PLAN HERE THE EXISTING PAVEMENT 15 CONCRETE,CONCRETE i /- WOBES KST BE USED. t THE BNI5TMG PAVEBNT 15 C04VNM A COMPOSITE PROBANG MST BE COIYaT WV TED g MOM ON NI k AMAS M Z i N THE EA5TING PAVSHENT CRDSS-A PE IS DIFT 87BNT N L$ O R FROM 114'PM FWT,THE PRGFO•SW PAYsmENT SLOPE SHALL ,TPI.&s. _ 4• THICK CONCAN9=TE SEE NOTE 2 S Np7E I A I.HERE THE DISTANCE FROM TIE FACE OF PROPOSED MN KIM AND 3VW PPERMATCH THE EASTINO�NMAKIN. HHE I A SLOPE WINIALL BE 3W INN FT. N A ITEM X06015,0102 ITEM ICA50DA103 (YYPJ CURB TD THE HR6RALAY WAVARY 5 U55 THAN N FT, THIS RANGE CANNOT BE OBTAINED,RE• ACING OF THE EXISTING j-. THE REGmN,HJ FEW OWN ER MAY RSiRFE THE ROADWAY TO 0ONRWT ITS M0564LME MAY BE RIBSUIRED BY Q PROPERTY LI EAA6HMAY BMWARY pBDR 'TEE TO D®ICATt<PROPERTY TO N�1 YORK 97,07E THE REGIONAL PERMT EINBII — — — — 2.THE TFFSEF STRIP'HNMM WDM SHALL BE I FT.IN IY W AREAS I STORAGEHTRIW OR T M ARE NOW,UTILITY POLES AIRE IN THE-JM N Q ti' I I 1 I 9,OMITTED NOTE Z NO 4.THE SURFACE OF THE STORAGE STRIP'SHAT BE Q SHOULDER AS FOLLOP6, I I —3/4'EXPANSION II 11 N ITEM 60DA2O AT 3 IN THIOL E55 [� LR��II JOINT AT CENTER W ITEM 60DAIOI,4 NOES THICK AND SW ED 50 WANES TO Cam TOP 4'_b„ MIN. OF APRON11 II Cl)ITTSMCZNT61612.0I OR OTHER MATINALS-THESE MAIEUALS I ITEM 202.ObD311M —_ O�IRffJ MAY OhLY BE U5®WIFE THEIR USE 15 N KEEPING HTH THE 0V W TM5TIC5 OF THE SURROUNDING AREA LILAJID ASPHALT EOL, TEM X07,0101 NO I I APPROVAL FOR THBR USE HAS BEEN OBTAINED �q p3 • p FROM THE A6BNOY(STATE,COUNTY,rah,OR VILLAGE) MICH HILL MAINTAIN TIE SNOW STORAGE STRIP AREA. .�C i / I,/7 SL / 5GORE MARKS \ 5.THE MINHH CLEAR WDM OF 510EMALKS SHALL B�Ti6� .... .. . .... p (TYP.BOTH SIDES) ....... . ..... .. . // \ \ 6.THE MA HUH 505'WX ORA55-PITCH SHALL ITEM 402.19D°9NM • NO / \ BEIA4PER FOOT, � SHOULDER EXISTING PAVEMENT we p W ITEM 101510510105CO6RETE NRBING ITEM203/1 ITEM 10607]801 3' DRIVEWAY WIDTH . ' 3' SEE SECTIONS 234.10, O A4 MN. MIN. PAVEMENT RESTORATION S 2 8.1, 238.4, 238.7, r 3'mWMw,INCREASE FLAG WORK IF NECESSARY TO ATTAIN (MEETING EX15TINO Atit HALI PAVEMENT) 54.2, 301.2 AND � Iv DRIVEWAY C-0 TION 1,12SLOPE.(TYP) (NO REJRtFAGI%) 5U8GHAFTER 0. TREE AREA W � NOT TO 5GALE NOT TO 5GALE o ASPHALT PAVL9JIBNT CONSTRUGnON ITEMS, SWEET DA(NY500T FILE 6220.121 � m 3 L 205AI UNCL S&FIED EXC,AVAnON AND EEMBAW MENT F IT604J011 SUB BASE COURSE - TYPE 1011 Q N RESERVED L'D 403.11 ASPHALT C.OHY.RETE - TYPE I BASE COURSE 4035,13 ASPHALT CONCRETE - TYPE 3 BINDER COURSE ` PARKING 403.nALT E SI01 ASPHALT CONCRETE - TYPE bF TOP COURSE (HASH HON) MARSHALL DESIGN ry 40321 ASPHALT CONCRETE - TdJEINS AMD LEYELIN6 COURSE r m 401,0101 TACK COAT 44030 MI'% LLANEOUTi COLD MILLING O)F BITLHIN0.5 CONCRETE `fl jo5o MISC WTTI60U5 WLAZtD D LIN5Cel HIT0WIETPORTLAND CEMENT CONCRETE .. 10`,25505 SM CUITINS PORTLAND CE NT A CONCRETE 633,0202 CLEANING EXISTING PAVEMENT AND/ORND CRACKS ORACK5 4-4 F- 633A5 CLEANING,SEALING AND FILLING JOINTS AND ENGINEER: Of NE EY T. CD (N. 1�/.S.D.O.T.) (SEE SITE PLAN FOR LOGATIOW m N= HANDICAPPED PARKING SIGN NEW YORK STATE D.O .T. DETAILS N }" F;,O 094 RC�� NOT TO SCALE 9pFfSsloNa� JEFFREY T. BUTLER, RE t i I� LL Z Oi _ iLj Lf) i 0 � LL LLI Q LLI # Q V o p o C N o a Q a PACE : NYSDOT GASE # 04-2O8P -7 of' NOTES: 51TE DATA: LINE / SYMBOL LEGEND OWNER: PROPERTr' LINE -- ----- �5 5 8X24'50" E VILLA N/Oq= I. ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE 6REENPORT HEIGHTS DEVELOMENT LLC i STRUCTURES SHALL CONFORM TO PLANNING BOARD STANDARD SETBALr I INE -- -- -- -- -- -- - E 9980 - -�- OF GREENPORT DETAILS AND SPECIFICATIONS. -14365 MAIN ROAD erlsnnG ro eE 'r GREENPORT, NY REMOVEDTOOF ATE" r 1 - - 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE GGHATER w -- ONTAT Z NOTIFIED 48 HOURS IN ADVANCE OF ALL GONSTRUGTION. MIKE DOMINO eLEcrRICAL a, 3T 3. LOCATION AND GRADES FOR CURBS AND WALKS TO BE (631) 471-0843 - - Q) _ VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, reLePNone I - - DIST: 1000 SEG: 45 BLOCK: 04 LOT. 3 WAIL S.G.D.P.W OR N.Y.S.D.O.T. PRIOR TO CONSTRUCTION. sAN7ARr sewER r Q 1 I 4. ALL TRAFFIC CONTROL DEVICES, i.e. SIGNALS, SIGNS, AND AREA OF SITE: 66,26058 50. FT = 1 521 AG. FENCE 1 !FLAi9 PAVEMENT MARKINGS SHALL BE INSTALLED IN GONFORMANGE AREA OF PROPOSED BUILDING: 2400 50.FT _ _ _ _ _ O O WITH THE GUIDELINES OF THE NEW YORK STATE MANUAL OF LOT COVERAGE: 3.62% OVERHEAD ELECTRIC - - O UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE unoeRGRwND TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. USE RETAIL 5TORE5 E RESTAURANT UTILITIES - - - - "- J- 5. p 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL ZONED: GENERAL BUSINESS LIMIT OF CLEARING WL 1 DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE a a I (LA6FRE5HIIIATEP WETLAPJD'- I - TOWN OF SOUTHOLD DIVISION OF TRAFFIC SAFETY, 48 HOURS resT HOLEA' m IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD PARKING REQUIREMENTS: 517s > L u PARKWN 5PACE LOG TION MA w ° \ -EDeE OF FRE5HI,IATER NETnl_wD'S A5 71 1 6. STOP LINE SIGHT 015TANGE SHALL BE MAINTAINED AT ALL BUILDING AREA = 2400 50.FT. No 60ALIE LANDBANKED PARKIN, SPADE ,TI I FLaSoED BY EPI-GJNSULTANTS, Inc INTERSECTION IN ACCORDANCE WITH AASHTO REQUIREMENTS. -- DECBw - 01l EC EI ER , 2003 `1,y. I RETAIL AREA = 1200 SQ.FT. ---- FL i I 7. ANY 51TE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC SPACE/200 SOFT. C' Pl-a _ MITIGATION PLAN SHALL REFERENGE THE OTHER ON EACH AND 1200 5Q FTJ200 5Q FT. = 6 (V A� , SITE PLAN BASED r ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 517E RESTAURANT = 1200 SOFT. 1 I PLAN APPLICATION. ON SURVEY BY: h+ll 15PAGE/50 SOFT 1200 50.FTJ50 5O.FT. = 24 JOSEPH A. INGEGNO V -` O LAND SURVEYOR fVrl m , I PAVING 5PEGIFIGATION5 STORAGE = 1550 SOFT 1380 ROANOKE AVCNUE 1� frl � � 6" 5TABALIZED BASE, 2B " ASPHALT 15PACE/1000 5O.FT. P.O. OX 1931 W rT, GONGRETE BINDER COURSE WITH 2" 1550 SQ.FTJI000 SOFT. = 2 R L., (6 1) 7 NY 11901 - O x 1 APHLT GONGRETE TOP WEARING TEL. (631) 727-20917 r, �./ Ih Q 1 LL COUR5E TOTAL PARKING REQUIRED = 32 5PAGE5 FAX: (631) 127-1727 I 8' GNAW LINK I Z 6 FENCE W/ WHITE I H /�/ x TOTAL PARKING PROVIDED = 23 5PAGE5 PTV SLATS f•G•) O Lu 1 ,AREA TO REMAIN NATURAL-' , 4P00U0R0 OPSIN PLACE GONG CURB INGLUDING 2 HANDICAP 5PAGE5I I Z O EXPANSION JOINTS 20' 0.r-. 9 LANDBANKED 5PAGE5 p LL I I LOADING SPACE O 1 1/2" RADIUS Q � I K I --I A 6" GONGRETE 2 U- I PAD FOR I R/ \� I 4" TOP501L 6 SEED—T OUMP5TER W IU I'- 6" CHAIN LINK FENCE 0 7 W/ WHITE PTV SLATS w I I O Hl " RESERVED i TOOL 3 @ 12" O.G.E.W. DG PARMG TOA - --- „ T LII-IIT JF E;UFF[R Z,-INE �— 11 2" SAND BAND MBED - MOUNTING..._ -__ _. -- BEAM TO EXFENGE TEND10" 2-a5 TOP dN/O/F LIMIT OF - TYP. DETAIL AT GURB BOT. coir.ANDREW G. FOHRKOLB 1 CLEARING MIN BELOW FIN. GRAD 24'3 O DAVID FOHRKOL13 / { NOT TO SCALEP F6,,,lll E5 0 \ A / ZONED: GBENERATBUU51NE-55 �^ -__ _ - .--_ _ - C Q i ^�'��. "��'-�'-�. - - - _. - _ aSESEE 51TE PLAN - x Z LL -- - i (NYSDOT ) fYl N/O/F (SEE SITE PLAhI•FOR I_OC ATION) I [Q lj TRASH ENCL05URE ' ♦ PHILEE REALTY CORP. O ZONED GENERAL BU51NE55 111 PUBLIC HATER HANDICAP PARKING SIGN NOT TO SCALE IJ DONN is_., I IiI I NOT TO SCALE Q ( PROPOSED, -- --- " 1 GRAVEL ^ - - ; NOTES: 7" O AREA -NOSE THESE SURFACES SHALL BE GIVEN A SLIP r N -II DOWN ---. I RE56TANT TEXTURE A LOAR5E BROOM `�••Y m _ FIN15H PERPENDICULAR TO THE 51PEKALK rT ALL --�_ I , p SLOPE 15 ALGEPfABLE. INTERGONNEGT 1 I III : 14 FULL HEIGHT 2 THE FIRST FULL 5' FLAG OF SIDEWALK To - a --R=1 I/2' - PIPING TO BE �rnI �, �, �� PROPOSED I GURB BEYOND EITHER SIDE OF THE DRIVEWAY SHALL BE -� 6'THICK, HIRE FABRIC REINFORCED 10"m GPP O _ — SEE DETAIL AREA 1 / 3GORE MARK " ..—SLOPE PER Fr. — —] 3 [000BOT STRIP"�MI IM1M WE ID I SHALL BE F] \ -T10P OF IW- _ T — N — — j PROPOSED ,�T ♦ X x P NT W STORAGE STRIP OR a -R=1" a THERE A NOFOOT IN NE 15' OF H�FSET STRIP HHERE UTILITY POLES ARE N PAVEMENT FLUSH GURB L� L - _ 1 '� m z A ALT THERE ARE NONE ry �(- 1 A E 5 ♦ _ -- '-- r 5LftFAGERE MIN PROPOSED + '` ♦ ; �_ SNOW 5TORACE r / •.�.'��, 5nc1P BELow. ASPHALT LO/+G9111= I *- r P) PARKING AREA FAL E ITEM 10608.0103 • THIS SLOPE MAY BE RE ED TO I/4 R fT, 4 YIEREVER THE "SNOW STORAGE STRIP" WIDTH �— 1 •( "' 'j 1 --- - — — — - — T-ET— :0 E LEFF THAN 5 FEET, THE Y BOUNLK SHALL BEA5 NECESSARY FOR 5M THER TRANSITION TO TO THE ARY FRAME - --- -- _-b7 4 -- -- -- - _ 250J2'-0' DRI V EY♦A 1 JEGTION ADJAGFJJT R20PERTIE 6BE4 FEEDM GLEARIWIDTH OF 9DW'�L/4" PERLFOOT GONG E CURBPROPOSED EIGARAGE 2801T 3950 SOFT. RETAIL BUILDING SEGTION A-A DRIVEWAY WIDTHITEM O C�9(2400 MAIN FLOOR + 1550 -"- Rh'��E F2wl'IE A5 5HOWN ON SITE PLAN16'YPPG GURB STORAGE 1 MECHANICS) 5 Lu �I ROP05ED - I WZ1OP 60 _25' (CT 5 5 _ PROPER I-ME IGHWAY BO6HDARY T g FEE NOTE ( O I" PROPOSED----- 4" THICK CONCRETE SEE NOTE 2 O 7( I i 5' P G WALK l(1 ITEM 106080102 ITEM 106080103 (TYPJ E r FRED ROBEPTT SGHOENSTEIN D 1 �_ .—__ 87'-2" _ _�_ (� (�l I� t ,) I ", - 1j n JOSEPH FRED 5GHOENSTEIN _�.— - =i - � ',I� ' �� Z 1 ZONED' GENERAL BU51NE55 m � PRO O 'ED I �] PUBLIC WATER , - --` - 1 "_— LAN SGAPE' I Fy 30!'-O)' ' BED _ Iil O ��_-_T_ I� r • �- _ _PROPOSED LL �L ♦ WATER SERVIGE Ur�, ISL HIID I ��) I ry0.',7�i LL I I . 2�--_ _ _ p 'MIN ', C,-,Iw v110 II '11 --j1 - u� 24'_0" IS V � W - �— 8 /4" EXPANSION ♦ - H.G_PARKIN6WIN _ -r ♦ `I' _ I �' OF AT ctTJs-R :' (y _ 0 sTOFI I� ,�, �F ♦� �- o - r I of ARzoN I I _ �', ,� O FMA( 1E Hc'I vSE �� SIGN P120P05ED 11= -1 -7 SEEDED ARp�py 3p mN.,_) `- c 1 ♦ ��M1F {� 71 O 9 HHH d r -7 .,�N, / „'�,� _ s - - - - EXISTING FIRE O I + .,� I - HYDRANT ., AI N 4 I , EXISTING POST. (TYP BOTN SIPES,) a _ - //2 gL S SCORE MARK5 �' K EXISTING 4 AND RAIL FENCE UTILITY "-- � � � - - _ • - - _4 TO REMAIN i. POLES rt C )•�� - -_ - 1'j500 �ERJIGE K O ,! •-Avro e - +v 1511;pCO EXISTING - EX DRAIN {1�.� /A\ ' A 1 �- - . '- -'{��PWWWRppO`?•�q�1�--(-�-__ �C�T _ CONCRETE G1R61N6 I- /"'� 5) n ITEM 10606.0103 ITEM RETE 2URB / ' EXISTING POST AND 2DON N FR�{ 5 ,zcG 2 TRE>cT) �-' T[ L/-� C A y 5 5 3' DRIVEWAY WIDTH +6' _ 3' fYU RAIL FENCE MODIFY IN - - - MIN, MIN. AS REQUIRED FOR (PUBLIC - —_- - GURB GUT 3' MINIMUM, INCREASE 2' NOSE 20 0 0 20 as Ho 5c, 100 DRI VEHAY GON5TRUCTION F NECE55ART TO ATTAIN EXISTING SEE NYS DRIVEWAY - - - eI2 SLOPE RYP1 UTILITY POLE DOWN GON5TRUGTION DETAILS GPAPHiG SCALE I�, = 2cr'�' NOT TO SCALE T IRON COVERS SEPTIC TANK (1) LEGEND FIMGII® CAST IRON MAW WOiF GRAVE COVER TO eRADE Fi p� I. GONGRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2•�4'9O E 49.gp: ter'- � � / VILLAGE TRAFFIC ; p ' : 3,000 psi AT 20 DAYS, EXISTING GRADESLAB. - ENPORT �� ' e' rruPFlO 4 d 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", A TOP THICKNESS M. BEARAAB'ND OF W AND A BOTTOM THICKNESS OF 6". ALL WALL5, BOTTOM AND G 0.00 MR am' I I TOP SHALL CONTAIN REINFORGIN6 TO RE-515T AN APPLIED FORGE PROP05ED GRADE Bc 0.00 -� - H-0w u E MIN. S VIA. 1 h 3. ALL JOINTS z - �� 175.37, GLAD, 2400 FROM KITCHEN I FLOW urE cuTLEr 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS PIPE OR 9 I PITC® MIN I WATERTI6HT. PROPOSED LEACHING EQUIVALENT I I 1/4'A' I TO SEPNG TANK 4. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL POOL WITH CURB INLET PITCHED 1/4' I : I I I MIN 4' DIA. \ / A' I i PITCHED MIN. Va'/I' DIRECTIONS (WITH A MAX. TOLERANCE OF GRAVEL.E . MINIMUM 3" I I I I THICK BED OF COMPACTED SAND OR PEA GRAVEL. f I FLAG I I I I I 5. A 5' MIN. P15TANGE BETWEEN SEPTIC TANK AND BUILDING SHALL PROPOSED LEACHING I I I unlG BE MAINTAINED. POOL WITH SOLID COVER I- --- - - -- ------ n I LEACHING POOLS (4) EXPANSION POOL • � I I. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES, SOLID y.< ilik I FLAG FRESHWATER WETLANDS DOMES AND/OR SLABS. EXISTING CONTOUR r I m 2. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE -, II (OR EQUAL). v 'L ' L I 3. A 10' MIN. DISTANCE BTWEEN LEACHING POOLS AND WATER EXI5TIN5 CONTOUR TO EDGE OF FRESHWATER WETALNDS AS _-_- FLAGGED BY EN-CONSULTANTS, Inc �� LINE SHALL BE MAINTAINED. BE MANIPULATED I I ON DECEMBER 19, 2003 AIL-'� L DETAILS OF CONSTRUCTION FLAG ,Vlc ' I PROPOSED CONTOUR 00 O FD' 4 I. USE ONE (U REINFORCED PRECAST CONCRETE SEPTIC, TANK. 1000 GALLON) . USE FOUR (4) B FT. DIAMETER, 2 FT. HIGH PRECAST CONCRETE SURFACE WATER FLOW 2F-1 LEAGHIN6 RINGS. li 3. USE 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. rTT I' LEAGHIN6 POOL NO. h+i - - I 4. THE WASTELINE FROM THE SEPTIC TANK SHOULD ENTER THE PROP05ED DRAINAGE O MAIN RING, AS HIGH AS POSSIBLE. I 5. BACKFILL MATERIAL SHALL BE COAR5E SAND AND GRAVEL.6. 5LA55 SHALL BE BETWEEN 10" AND 14" BELOW GRADE. HJ _ LL NOTE, D 7. SOLID CONCRETE OVER SHALL BE BETHEEN 6" AND 12" BELCH r'-� CPD55OVEx PPES MUST BE OF D' OD PIPE,20 INC ON GRADE. AREA TO REMAIN NATURAL I CENTER WITH CENTER LINE ID' BELOW THE LIQUID LEVEL H. BOTTOM OF POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH, 6REA5E TRAP SEASONAL 6ROUNDWATER. SEPTIC TANK Q ° NOT TO SCALE NOT TO SCALE ^ Ci 5ILDIN5 I T.G. = 267' O 8 O u FF = 26.9' C,0. GAST IRON FRAME AND 6RATE/09VER N I CAMPBELL 1182 G OR APPROVED EQUAL FINAL 6RADE 5' TRAFFIC m - - INV. EL. 22.75' Q GRADE I BEARING SLAB rT'� SANITARY MIN PITCH 1/4' /1' - 6' LIMIT OF BUFFER ZONE MIN. PITCH I WAsrE /e n' ----------i 4c.1. LSEPTIC ---------- I - TANK W DISTRIBUTION LEAGHIN6 INV. EL. las' sD.R 3s 4 POOL 4 ® I W 1 m WO/F �---------- LIMIT OF ---------- INV. POOL n (I OF 3) N I ANDREW G. FOHRKOLB I CLEARING Uro/. 13. 235' s'MIN. ® ® 3' MIN DAVID FOHRKOLS 1 1 INV. EL. 24.0' �I L, a ZONED, GENERAL BUSINESS I __________ __________� _ I I PUBLIC WATER t f TARP WASTE CALLARSAND ® ® __ LL �L ---'-T�% /. 6=24A I PHILEE REALTY CORP. N1 NOT TO SCALE LEAGHItYAND OPOOLS ry INV. EL. 23.25' C IN w FILTER FABRIC 5A RISER SEE CALGILATON ALa"TnON G=25.4 .L_________ =24 ( O ZONED: GENERAL BUSINESS eRaUND wA'rex I O 11 BOT. EL. 215- OR IDT I O / PUBLIC WATER BRDUND WATER n SEE SITE PLAN FOR SIZE Q•„ PROP05EDIi �/ / \1 ,5 I BUILDING I NON-RATENBLE [7� lO 6=25.3 AREA T65 24.1 TG=24.1 O \� / 26T TO. = 26T SOIL ry G=24.8 FF - 26.9' GO. /' 2 GRADE �f.OLLAR MATH2IA� (PENETRATION) P Ol I' ��PROP05ED 10' x Y T EIETRATION) W RATEABLE 501L j� DEPTH LEAGHIN6 POOLS 26 I �C w/ CURB INLET TYP 4 IRIDERLYIN6 SAID AND 6RAVEL STRATA NOTES / • 1 TG=26 2 I I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. / KITCHEN MIN. PITC? I/4" A' IN. PITCH 1/4^ /1' O LEAGHIN6 POOL' 1 ru. \ B 1 TG,=26.2 I WA5TE 4^ c.1. GREASE SDR 35 2. COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. F 13 PROPOSED 10'mx3' EFF. SEPTIC 3. ALL DRAINAGE 5TRUCTJRE5 MUST BE WRAPPED WITH FILTER FABRIC `:d'?•ilp 14 DEPTH LEACHING POOLS TRAP TANK • 1PRO / w/ SOLID COVER (TYP) (I of a 5ANITARY LEAGHIN6 POOL DETAIL / ASPHALT ❑ \ INV. NV. EL. 255' NV. EL. 245' NOT TO SCALE * 'tEa•., I - PARKING AREA / INV. EL. 25.0' KITGHEN WASTE R15ER NV. 240 z 25o NOT TO SCALE 5ANITARY 5Y5TEM GALCULATION5: j TE5T HOLE DATA _ PROPOSED 66 / T6=256 ALLOWABLE FLOW (DENSITY): G=26.1 3950 502400 MAI RETAIL BUILDING (TEST HOLE DUG BY M2NE 5, 2003 • G=26 ____(STORAMGE tFLOOFZ�+ 1550MECHANIG5) _____ i FSHE FyHED FINAL 6RAve CA TIRON ALL 1162MEQRA� EQUAL �OVIER �SPpLE DESIGN FLO(T R SITE ZONE; IV 6PD= 1412b /D/AGRE 6LE0�LENGE ON •� Oxm SAND �Lo)AM � / 1 BROWN t GREY GUY ON 1 - 11 G 26.5 B' TRAFFIC <S5 G=26.0 1 1 BEARING SLAB - RIDGE,_LINE....._......_._.......__ G=26b 1 1 '--I ® ® �� I 1400 SQ.FTLx .03A- 360 .FT. 415' z O EL. ID.T' =265 F.F =26 9 _ 1 1 I I b�T STORE = 1200 50.FT. ni O WO/F / 0 1 2 1 1 I,I.J ® ®I� SANITARY = 1200 50.FT. x .03 = 36 OPD FRED ROBERT 5GHOEN5TEIN 1 / 87'-2„ 1 3 in Iln I, (oY E KITCHEN = 1200 50.FT. x .12 = 144 6PO �' Z J05EPH FRED 5CHOEN5TEIN • 3' MIN. 3' MIN. TOTAL = 216 6PD - � F- tT 4 ZONED: GENERAL BUSINESS 4 1 � 1�' 1 � �' Ill PUBLIC, WATER I J 1 1 ® � -- __- 0 IX O O 1 1 P I ( • `r ' B / PROPOSED 1 1 I SEPTIC TANK: - �Y c�ciH S I N �• /ST WATER 5ERVIGE 1 ISLAND _- _-_ F Z �1 2x 216 GPD = 432 GALLONS REQUIRED Il- I 2 T6=256 �P 'MI 1 G �pnP ® � Lu _ ���SSS USE I-H' DIA. x 5' H15H SEPTIC TANK = 1200 GAL. Z / TEST LP 1 1 GON wq 16'N FILTER FABRIC (MINIMUM SYSTEM) )Y lll # c= t • w A IY _STORY 1 • G=26 2 HOLE I I \ / EP 0 1 / I WITH FILTB2 FABRIC ® ® LEACHING POOLS, W 'll U- ID FRAME HOUSE �'''�� POSED : w 216 GPD / IS GPD/S.F. = 144 50.F-T. V) ~ j� EEDEp AREA 6,g31 NTS) E USE 4-8' DIA. x 2' EFFEGTIVE DEPTH LEACHING POOLS = WATER IN BROM � V ry SEE SITE PLAN FOR SIZE 200 5Q.FT PROVIDED (MINIMUM SYSTEM = 200 SOFT. CLAYEY SAND SC nr I N 1 \ 6RouND WAS NON-RATEABLE LEAGHIN6 AREA) 0'' LLLL N�N 1 / G- 6.3 P 1 EP -n SOIL TRAP; - TO CO IN BROMN FINE O S O IN G=26.4 -_ N • / /LP - r/ I REQUUIIRED 144 OPD - - _. -- - TO SAND sw (PENETRATION) (MINIMUM SYSTEM) 1 G=25.9 G-2 LE ' - - -- - DRAINAGE CALCULATIONS � ' u (PEIEIRATIOW - 1 1 ._................ - u - 6' MIN USE I-8' DIA. x 5' DEEP GREASE �'A400 iSQ. FT. � O HIGH POINT u 4� UNDERLYING SAND AND GRAVEL STRATA AREA OF BUILDING (PROPOSED) � „ � >G•( 2400 SQ. FT. x (2"/12"/FT) x 1.00 = 400.8 GU. FT. NOTE, USE 2 - 100 LEACHING POOLS AT 3' EFFEGTIVE DEPTH (/'�J r<tONT Rte. 25) T I. COLLAR DEPTH 15 NOT REOUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH 410.52 GU. FT. PROVIDED. 6 1 Fx}�'TI , u MY 5 1N ST�E ) �/ `/ PLAN 2. COLLAR MATERIAL SHALL BE GLEAN 6RAVEL OR BANK RUN. " O• W _ WAS 3. ALL DRAINAGE STRUCTURES MUST BE 1"6tAPPED Wins FILTER FABRIC. AREA OF PAVEMENT (PROP05ED) = 13,606.22 SQ. FT. ^ O / - - " 5 T"53g (P�LIG 13.606.22 5Q. FT. x (2"/12"/FT) x 1.00 = 2272.24 CU. FT. L [//J1 TYPICAL LEAGHIN6 POOL DETAIL USE 12 - IOm LEACHING POOLS AT Y EFFECTIVE DEPTH l0 0 ._ ao cc .�0 100 2326.28 GU. FT. PROVIDED. �9R'/ FHI- 5L�LE I° _ 20'-a" NOT TO SGALE LAND56APE 56HEOULE s e2-ZaSOE 99$O' 5 &2'24'sO E VILLAGE of REENPpRr KEY QTY BOTANICAL NAME COMMON NAME 51ZE /�� _ -- _ 411ATJF TREF AR 3 AGER RA3RUM RED MAPLE 4" MIN. GAL. 1-7537' Jj; AR \ U O I FVFR/-.RFF_N SumiR FLAG I JGBP 12 JUNIPERUS GONFERTA 'BLUE PACIFIC BLUE PACIFIC SHORE JUNIPER IS"-18" SPREAD TON 8 THUJA OGGIDENTALI5 'NIGRA' DARK AMERICAN ARBORVIATE 5'-b' # JcBF Qronl KI 0 GROUND COVER FLAB av, AL FRE5LIHATER WETLAWD5 � F A m w r� I G5R 12 GOTONEASTER 5ALIGIFOLIU5 REPEN5' WILLOWLEAF COTONEA5TER I5"-IH" SPREAD S Id 11L e cs �-ECICr OF FRESHWATER WETALNDS AS FLAooEO BT EN-CONSULTANTS, Inc Oil pPERENNIALEGEIUBER 19, 2003 AIL r' ILL A —_ PA 2 PLGS- PENN15ETJM ALOPEGUROIDE5 DWARF FOUNTAIN GRASS 2 CAL. p (N- I a__ _ � LLA- P4 r I PA z p m I I W X I V LL z� ' I Q W IN (p W AREA TO REMAIN NATURAL I � z0 a o � I W W N ry I 2) PIEHO CEF INFO SZED I I TRAND CEDAR STAKE 2' TO 2 3/4"DIA. 012 WIRE, TWISTED. n - 8'-O' LONG rTl WRAFPIN6 (BURLAP W m L -IIx - 2" PIH) BARK OR KRAFT PAPER w1 WRAP) 0-4 vJ R IE (nyLGHI IF NOly' i— + 1_11 IT �_ F BUFFE ���CdJER 3" CALIPER (MIN) Imo_ 1 5AUGER RY�� FINAL CRAVE W WO/F _ !- LIMIT OF ---------� ANDREW G. FOHRKOLB - / CLEARING `-soD oN X DAVID FOHRKOLB I l// uj LL ZONED GENERAL BUSINE55 ^ �-^____- ------ - m 6- TOPSOIL m 3 Q PUBLIG WATER ,v �- ^���. — ' — �• — SPECIFIED, X Z - `. -_L I 5_O" M O I __ TOPSOIL N4 < / I WOLF BACKFILL Q a) 1 • PHILEE REALTY CORP. ��`=-- zoNEDFUBL C BUSINESS TREE PLANTING DETAIL 0. z / 11 ; LIs�, O LO IPROPoseD, NOT TO SCALEd) 2 GAREAL I`' 1 I 5PEGIFIGATION5 FOR TREE PLANTING I TREES SHALL BE OF NURSERY STOCK OF AN APPROVED SPECIES,GROWN UNDER THE I SAME CLIMATIC CONDITIONS AS THE PARTICULAR SITE THEY SHALL BE OF hal -- �� 5YMMETRICAL GROWTH,FREE OF INSECT PEST AND DISEASE,SUITABLE FOR STREET TREE USE, I 9 1-F' 2 THE AVERAGE TRUNK DIAMETER MEASURED AT A HEIGHT OF 51% INCHES ABOVE THE FINISHED GROUND LEVEL SHALL BE A MINIMUN OF THREE (3) INCHES. 3 ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH GOOD HORTICULTURAL • 1 I PRACTICE. THE FOLLOWIN5 15 DECLARED TO BE 60OD HORTICULTURAL PRACTICE 3l f I' • 1 I I (4 NR THE TRUNK SHALL BE APPED WITH BURLAP OR KRAFT PAPER P' 1 TREE WRAP AND THE TREES BE STAKED WITH TWO (2) CEDAR �( ^iT � •- _ �I(I�II POLES SECURED TO THE TREE BY MEANS OF WIRE THROUGH __ r PROPOSED —J` I� • RUBBER HOSES. (SEE PLANTING DETAIL SHEET) '•' ({E 'I �� __ _ — ASPHALT L�-'�C'll h= —mil I (21 ALL TREES SHALL BE TRAN5PLANTED BALLED AND BURLAPPED, I AND THE BALL SHALL BE AT LEAST TWO AND ONE HALF (2 1/2) yI T 1 PARKING AREA -FL l -\ I -- --- - - - "C— -- _ - FEET IN DIAMETER + � I (3) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL 4 ALL TREES LISTED UNDER (U HEREOF SHALL BE BRANCHED NOT LOWER THAN 51%(b) -� 1 --� FEET - WITH AN AVERAGE HEIGHT OF 10 TO 12 FEET WITH A MINIMUM SPREAD OF TOP •G OF 4 FEET 6 �i1 1 O O 3950 SOFT. RETAIL BUILDING - ro (2400 STORAGE N4FM�GHANIG5O ' I ShrIE 1 I FµArIE ' I FkHEo ,,,ecC3 - LLJ 00 1 1 x 1 PRUNE I/B"OF LEAF AREA BUT G J RETAIN NATURAL FORM O SPRAY WITH WILT-PROOF I O rcf CORDIN FRED ROBERT SGHOENSTEIN 1 • —-- _ - - I , - 5 r (Y AGTRUGTIO ro MFG'S g�-2„ INSTRUCTIONS IF FOLIAGE 15 1- Y JOSEPH FRED SGHOENSTEIN 1 CI — 'r 11 O PRESENT p Lu W Z ZONED. GENERAL BUSINESS Or I • - 1 O PUBLIC WATER I r --� — - _ • GROUND UNE To BE S,wE As AT THE w � ' w 4-TON• 1NURSERYIY I- f- - 4-TON - -- - — _PROPOSED 1 1 16" MIN FOR L�---= z • - WATER SERVICE 1 UP TO �TT'• _ r - f' ! , -' - MR-AP FROM TOP 1 p 1�•1_h11V - I 'MIN.� I IID � _ UP ro a' / W PJM 1 H16H,20^ L,<y//;� �'i • I _ - - ___ - • N �I r \ MIN FOR �/// REMOVE Bl /1 IL w u m _ PLANTS OF BALL FrY'�1 IL IE H`lI F I • 1 J aA p- 1 O y� �PROPD ARDE/1 .- I w H3\ (NTS HIGH b MINE �i � GG MOSS 31 RATIO BT AYER55EW ED U RN 9" O ) O G ry - +a OVER 4' TOPSOILTH — _ 1 �� _ 6 ry -I aTAW - b" FOR PLANTS UP TO 4' HIGH O N O 1 SOD - B" FOR PLANTS OVER 4' HIGH 6-JGBP SOD PA I 1 �t � " - R - - SHRUB PLANTING DETAIL V - d AR NOT TO SCALE AR�� P/ A RTRESTREEY s y.I (PU81-IGS 20 1120 40 00 90 ICO O RAPHIC x.4LE 1 = 20,_0" /'Z5 82.2 5 82°24'50" E VILLA61= / 450° E' 9q,80 GREENPORT Z I �..,�. _ 175.37' / FLAG I Ail N i A 0 I LA6 AL �L FRE5HWATER WETLANDS AL � Irn m EDSE OF FRESHWATER WETALNDS A5 FLA55ED BY EN-OON50LTANT5, Inc ON DECEMBER 19, 2003 IIL AL DEJL FLAG �IIIL I (V I F1 AQ O f I Cz.7 o I _ m z u- I X I AREA TO REMAIN NATURAL (L o I x � a g r. I o o n I I m W LIMIT OF BUFFER ZONE QI ---------- --- ------- I a I ,5; I -- WO/F � LIMIT OF ----'-----� I � ANDREW G. FOHRKOLB Ir____------ GLEARIN6 DAVID FOHRKOLB ZONED: 6EhERAL BUSINESS 1 __________ __________7 3 PUBL{G WATERK 11J U- i ZZZ I WO/F i I�� -'8 • 1 I PHILEE REALTY CORP. Q Q ZONED. GENERAL BUSINESS lN() Imo— 5 PUBLIC WATER a IPROP05EC),i GRAVEL IID 1 FhN+�IJ O AREA /12 I ry I � � I O1 8 • 1 13 I LIGHT FIXTURE: OF xz* 400 14 (SEE SIRTE PLAN)250 TT5 y'l' f,Y P. 6� Y02 • / t rf / PROPOSED ❑ • 1 SUPER METAL HALIDE II" DIA. I BOLT CIRCLE * `�ASPHALT LOADING �' 1 / PARKING AREA SPACE / \ � MOUNTING ARM 25',01. Q 4" STEEL dL POLEPROP05ED PROP05EDBUILDIN6 LIGHT 3950 50.FT. RETAIL BUILDING �1!!{ POLE III (3 PLG5) (2400 MAIN FLOOR + 1550 5TORA6E 6 MEGHANIGS) FAD FERE ------------------------------- 10 I cn • D / BASE PLATE mf 1 1 � — 1 WO/F / • FRED ROBERT SGHOENSTEIN T �HOLE J }- JOSEPH FRED SGHOENSTEIN 4 1 I 1 1� 1 () WITH COVERm W Z ZONED: GENERAL BU51NE55 �• 1 1 1 O W 1-- '�t PUBLIC WATER _ J 1 1 1/2"m CONDUIT 5TULUP 11 1= O O1 I 1\• / \• / PROTPR SERVICE 11 1 3" PROJECTION i &ROUT Z4LL: 2/ 'MIN.. 1 GONG.poop HAND _ CONCRETE +4k '* _ �� Q W O STOR1 • PROPOSED 1 - , �\• O N 11 15LA/ CURB Y / : 1 N # FRAME HWSE �I YARD LIGHT ' 1 LL • PROPOSEDW / i' i4 r (3 PL05) \ DED A 3/4 - r \ \ Q X8,31 M' ",Px 30" LONG I� it • ANCHOR0ALVANBOLTSZED i ill Q � 3,000 PSIPOGONGRETE ATION ?''•' L/ op'� (5) #2 TIES e 12" O.G. :q Ip 1 ••• �\ _ I. BOTTOM OF FOOTING SHALL BE 6" MIN. BELOW MAX. FR05T LINE PENETRATION. 1 \1 /rte I"•'•' ' I ` ��� 2. LIGHT POLE AND ASSOCIATED STRUCTURES (4) #4 VERTICAL SHALL BE DESIGNED TO WITHSTAND A 100 MPH ONE AT EACH CORNER WIND LOAD AND DEAD LOAD. LS INDUSTRIF5 MANUF. BY: I'-4" SQUARE OR /' /' JJ�� 1'-6" DIAMETER PA OE : ` FW(NN y. Rte. 25) ET) LIVHTINCC PL/rtN P.O. BALLIANCE RD. I - ••� S -P°53'30" X 427T2& W 1G � R IN 5 CINCINNATI, L. 1TI OHIO 00242 YARD L16HT DETAIL 20 10 0 20 40 60 80 102 FAX (513) 793-6023 NOT TO 5GALE O GRAPHIG 5GALE I" = 20'-0" yASPPAIJ ROOF SNiNQLES --- -------- r El SOUTH ELEVATION WEST ELEVATION r: mos X r� X LL 6 U4 go w o0 ENGINEER: M M JEFFREY SUTLER, F.E. -FAR IMPRF55ION5 51DING � vINYL �f ® C3 dao a N 0 ao LU UA 0 In EA-ST ELEVATION NORTH ELEVATION PA GEE.- 5 of (o w n 'Ir' pp - I Z D7 MEGH/STORAGE AREA = ISIS SQ. FT. u u g IL a rc - IIS w a -- CONCEPTUAL SECOND FLOOR PLAN K Wrn a r, o � AREA = 1515 SQ. FT. W cry W r R m L 4 xza m )fo RESTROM [� O JU N • ,I J-0" .. RETAIL SHOP W AREA 1200 SQ. FT, ` J r J 1 m ENGINEER: �r w �- Z � 1 u i � �✓ u'41u.�. Jv�l' O O JEFF ER, P.E. W U z MEGH a jj�� Ir u 9 w RESTAURANT - KITCHEN -' � Z O AREA • 1200 SQ. FT, 9 W F i n ® 11 RESTROOM � E+ N p s R n Q O w O F- 13 Rf a - o u 5 ° I� i 11 J■I i �I CONCEPTUAL IMAIN FLOOR PLAN PAGE : w AREA - 2400 SQ. FT. , (o of •(0 NOTE5: 51TE DATA: LINE / 5YM130L LEGEND 'I n I. ALL CONCRETE CURBING, SIDEWALKS, AND DRAINAGE OWNER: �g2.2450" E ��' `'' 82°24'50" E_ _ WO/F aROFERrr LINE VILLA STRUG7URE5 SHALL CONFORM TO PLANNING BOARD STANDARD 6REENPORT HEIGHTS DEVELOMENT LLC, �n7 rr I pF 6REENPpRT DETAILS AND SPECIFICATIONS. 14365 MAIN ROAD SFTBAGK LINE 6REENPORT, NY Ex15riNF To BE 2, TOI^Al OF SOUTHOLD PLANNING BOARD SHALL BE REMO�EDrRELocnrec �q"nrt �o� ° `��' � NOTIFIED 45 HOURS IN ADVANCE OF ALL CONSTRUCTION. CONTACT: 1-75.37 3, LOCATION AND GRADES FORAND WALKS TO ELEcrRicnL <�^��/„ J .x VERIFIED WITH THE TOWN OF SOUTHOLD OLD HIGHWAY DEPARTMENT, MIKE DOMINO(631) 4T-0843 c}S I 5.G.P.P.W. OR N.Y.S.DD.T. PRIOR TO CONSTRUCTION. DIST: 1000 5EG: 45 BLOCK: 04 LOT: 3.1 GAS — 6� Crass E° , ick 4:T TELEPHONE * r Cr 4. ALL TRAFFIC CONTROL DEVICES, i.e. SIGNALS, SIGNS, AND AREA OF SITE: 66,260.58 SQ. FT. = 1.521 AG �ra.,.",4 f I I WA HEMENT THE GUIL`I(NGS SHALL BE NES OF THE NEW YORK STATE MANUIN MOF GE a „+'r y�.,«� /L�s: r r AREA OF PROPOSED BUILDING: 2400 SOFT SANrtaer sEWEe. ---a >�¢/_ //'�.�./ N UNIFORM TRAFFIC CONTROL DEVICES AND A5 DIRECTED BY THE LOT iCOVERA6E: 3.62% O TOWN OF SOUTHOLD, DIVISION OF TRAFFIC, SAFETY USE: RETAIL STORES $ RESTAURANT WITH ENCS I 3 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIG CONTROL TAKEOUT 5ERVIGE OVERHEAD ELECTRIC — M DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE UNDEPbRWND / Ul I i O TOM OF SOUTHOLD DIV15ION OF TRAFFIC SAFETY, 45 HOURS SITE PLAN BASED ON SURVEY BY: UTILITIES !1 /�� µ yrs I I m IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. JOSEPH A. INOEGNO / m TEST HOLELANE) 5UROR } 6. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL 1360 ROANOKE AVENUE FARM ING 5,ACE LOCATION MAP IR°' 1 I ! INTERSECTION IN ACCORDANCE WITH AA5HT0 REQUIREMENT5. P.O. BOX 1931 I i I 1. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC RIVERHEAD, NY 11901 I MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND TEL.: (631) 121-2090 ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 51TE FAX: (631) 727-1-121 O r PLAN APPLICATION I PARKING REQUIREMENT5: �V O a m 1 BUILDING AREA = 2400 SQ.FT --PAVING SPECIFICATIONS: W` 1 I 6" 5TABALIZED BASE, 2" ASPHALT NAIL AREA = 1200 5Q FT. r^ CONCRETE BINDER COURSE WITH 2" 1 5PACE/200 SQ.FT. x —x —x —x —x —x —x r• ' APHLT CONCRETE TOP WEARING 200 SQ.FT./200 SQ.FT. = 6 V w u_ COURSE b' GHAIN LINK FORMULA DRIVE = 1 CURB 5ERVIGE TAKE OUT ( FENCE V4/ WHITE !�J1 Z OR FORMULA FOOD = 1200 SQ.FT 1 EXISTING LARGE CALIPER 1 4000 DEIN PLACE GONG. CURB 1200 SG2 FT0J5p 9Q.FT. = 2 x PTV SLATS x �yZJ TREET. S TO REMAIN ( I O 1 � EXPANSION JOINTS 20O.G. _ — TOTAL PARKING REQUIRED = 30 SPACES x x I/2" RADIU5 rI Q Q TOTAL PARKING PROVIDED = 30 SPACES a A I b" CONCRETE --/ INCLUDING I HANDICAP SPACE AND I LOADING x PAID FOP 4" TOPSOIL 6 SEED x T I SPACE W b� ---GHAIN LINK FENCE 1 W/ WHITE PTV SLATSLZ ILI w I I O m �I RE�S pE �RV �7ED Tp01�, ,--mss ® 12" 0.6.E W PARKING EDGE IMBED- 2„ SAND BAND 1 9" ® �MOUNTIN6 I r / I I FENCE EDGE2-#5 WO/F � I I TYE, DETAIL AT CURB BOT TOP s W to ANDREW G. FOHRKOLB } I9 BEAM TO EXTEND IO': BOT CON' DAVID FOHRKOL13 • I NOT TO 5GALE MIN. BELCH FIN. GRADE I'_O??y W/*3 TIES ,9 I 24"± OC ZONED: GENERAL E;U5I1,1E55 PHILEE REALTY CORP. F4 8 SEGTION A 5EE SITE_PLAN_ , ZONED: GENERAL BUSINESS (N.Y.5.0.0.T) allp ALL (5EE SITE PLAN FOR LOCATION) INTERIPiNe°o""E`BET I I MSH ENCLOSURE IONP CPP I I HANDIGAP PARKINS 516N I.OT TO SGALE jNOT TO 5GALE CI" O NOTES. - rl / • ` I I.THESE SURFACES SHALL BE 61VEN A SLIP rrTT RESISTANT TEXTURE. A COARSE BROOM \ ' PURI TER AREA i FINISH 5 ACCDICLLAR TO THE SIDEWALK fr SLOPE 15 AGN;PERPENDICULAR AL SEE DETAIDL r FALL HEI POND MARKSL STR 13/4" PER Ff - - ------- - ------ 2. THE FIRST E OF 5' FLAG OF 51DEWALL TO � �II W _ _5'-0'SIDEWALK _ - FIN _- G1R6 BEYOND SNOW STRIP ELEVATION EITHER SIDE OF THE DRIVEWAY SHALL BE R=1 IR' m II b' THICK, WIFE_FABRIC REINOHN IN W u �1 I 1 (ITEM IO60BDI03) AS SHOYN IN SECTION A-A. SLOPE I/4' PER FT [I0608.OI03 -CONCRETE 51DEWALK - CLASS F1 N TOP OF O N05E \ 1 -- DOWN / ! --- -�L—� 3 THE TIN ATSTRIP" MINIMUM WIDTH SHALL M. PROPOSED '�-- - PROPOSED I • 1 ( - J_- {-—°_- Iti d _ _- _- - - LOCATED IN THE "SNOW 5�IaRASE STRIP"ARE (NI N FLUSH CURB 12 / 4 - _ - _ __ - - -x — — — ASPHIALT Nf GRAVEL AREA \ q THERE ARE NONE.PROPOSED 1'1 1 ,-NOSE / • 1 � d � - X PAVEIMENT 9RESTORATION OF THE "OFFSET STRIP" A y T/ 1RFACE DOWN ASPHALT LOADING / Tr TRIP" BELGA ICATED FOR THE 'st+Dw sraRA6E PARKING AREA SPACE L 1 / ! a I -ITEM 10608DI03 THIS SLOPE MAY BE REDUCED TO I/4" PER FT. 4. WHEREV132 THE "SNOW STORAGE STRIP" WIDTH - r r -WIRE FABRIC (EXTENDED TO THE HIGHWAY BOUNDARY 5 LESS THAN� FEET, THE SVENALK ALL BE t5 AS NECESSARY FOR SMOOTHER TRANSITION TO 21'-10" ADJACENT PROPERTIES IS'-O" _ 5 THE MINIMUM CLEAR WIDTH OF 51D6NALK5 5HAT CONCRETE G`�' W BE MAXIFEETMUM TYPE 'A' FRAME DRIVEWAY SECTION b MAXIM THE MUM GRD55-PITCH SHALL BE I/4' PER FOOT. &ARABE / Il 1 5EGTION A-A DRIVEWAY HIP ITEM 1060G.ZbOI TH / \�\ PROPOSED -• I r _- AS 5HOHd ON 51TE PLAN o/ 6" P.G. CURB - LL PROPOSED N r _ 2400 SQ FT I c>: r>: 0 O J \ PROPOSED—- RETAI /ZrN1 I 4" THICK GONJGRETE 5EE NOTE 2 z A JJJ / 1 5' P.G. WALK BUILDING SEE NOTE - -� _ - - - - CONCRETE 51DEWALi y 7p� • / = 60 J ITEM IO60H.0102 ITEM 10608.0103 (TYPJ \ �EXTB151ON PROPERTYLINEMI6HWAY BOUNDARY m \• J i�•� L OSEP11 I W_ _ LANDSGAPt# � � 1 FRED ROBERT 5GHOENSTEIN I J \ �\ I� BED / — 1 ~-I WATER-PROPOSED I I\J I I 1 I III I F O _IOSEPH FRED SGHOENSTEIN / 1 —{ H G PARKING— li I Z Z ZONED: GENERAL BUSINESS • 200-0' �IO SIGN � '/ 10'MIN 1 J I I I O W � ,U�p]1 f • �- _ _( • I 3/4" EXPANSION JOINT I ! I LL -"JOINT EXPANSION I 1 /I 3/4' EXPANSION JOIM m I LL, JOINT AT CENTER I, �` E PROPOSED W I OF APRON $ ��\ PROPOSED= P.G. CURB, �I,� / A SEEDED ARF �� 0 NT°.) _ 1� II • � v1 - EXISTING HYDRANT FIRE ° I I I� 04 N 1 —_-_. - �� �- SCORE MARKS - EXISTING POST EXI5TIN6 1 1 V 3" ASPHALT 11 H, $ (TW. BOTH s1DE551 --k - \` I AND RAIL FENG UTILITY " JR5 ICE ITEM 605.0201 / o REMAIN POLES .. 1"15 0 (SER ,-� LING ' W Is, A EXISTING EX ZD DRAIN �'j__ - S N ` EXf ST NG PO5T AND J `DDS E �`'-N`-{ y Rte 25� X11 ITEM 10605.0103 1��IN6 (� .' c o f 51 TE FLAN _ A 5 gp' W RAIAS L E. FOR I�BL1G I,� IN `2 DRIVEWAY WIDTH +6' --___ '� L� MIK JCURB GUT Y HNIMM, INCREASE 2' NOSE-- IF NECESSARY TO ATTAIN EXISTING) DOWN LSEE NYS DRIVEWAY 2C iI �0 40 co 8c Too DRIVEWAY GONSTRUCiTION 112 SLOPE (TYPJ O UTILITY POLE CONSTRUCTION DETAILS vRAPNIc sc ALE I" ` =''"" NOT TO SCALE FIND,-CAST IRONcwscs SEPTIC TANK (1) LEGEND OAST IRON FRAME AND _ 1 / -GRADECOVERTO GRADE FINISHED I. GONGRETE SHALL HAVE A MINIMUM GOMPRES5IVE STRENGTH OF S 8224'50" E 99.80-- g2o�4= VILLAGE F 6REENPORT p pi s4 ° p GRA 3,000 p5l AT 2b 2.. NALL THIG NE95A HALL BE A MINIMUM OF 4", A TOP THICKNESS EXISTING GRADE 1/5' OF 8" AND A BOTTOM THIGKNE55 OF 6". ALL WALLS, BOTTOM AND TG n 00 FER FT. I TOP SHALL GONTAIN REINFORGING TO RESIST AN APPLIED FORGE PROPOSED GRADE gG �, 0 FLOW LINE - _MIN. n OF 300 5F. _ ,� Z �� 1= MIN.4-DIA. I �'ET FROM KITCHEN - FLOW LII p �� 175.37' 0v+55 24ao 's OUTLET 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK 15 • MIN.4" DIA. p I /--- _ - PIPE OR PITONED MIN. WATERTIGHT PROP05EP LEACHING 1 EGUIVALEW To SEPTIC TANK 4 THE 5EPTIG TANK HALL BE INSTALLED AT LEVEL IN ALL POOL WITH CURB INLET 1 - PITCHED 1/4" o p 4 A' MIN. 4" DIA. / a I A' i s PITCHED HN. Ila" /1' DIRECTIONS (WITH A MAX. TOLERANGE OF tl/4") ON A MINIMUM•3" Obi I THICK BED OF COMPACTED SAND OR PEA GRAVEL. 5. A 5' MIN. DISTANCE BETWEEN SEPTIC TANK AND BUILDING HALL PROPOSED LEACHING I I i -MONOLITHIC BE MAINTAINED POOL WITH SOLID DOVER / N I I n LEAGHING POOLS (4) 'I I - -- - - - - - - - - - - - EXPANSION POOL A eV _ _ L LEAGHING POOLS ARE TO QE CONSTRUCTED OF PRECAST I Ni REINFORGED GtONGRETE (OR EQUAL) LEACHING STRUCTURES, SOLID p DOMES AND/OR SLABS. EXI5TING CONTOUR 2. ALL COVERS SHALL BE OF PRECAST REINFORCED GONGRETE S m (OR EGUI 3. A 10' MIN DISTANCE BETWEEN LEACHING POOLS AND WATER EXISTING CONTOUR TO LINE SHALL BE MAINTAINED. BE MANIPULATED DETAILS OF GON5TRUGTION �V PROPOSED CONTOUR 4Of Y� I. USE ONE (I) RIEINFORGED PRECAST GONGRETE SEPTIG, TANK. r - - I '�/6 (1000 GALLONa F7-1 w (V 2. USE FOUR (4) 8 FT. DIAMETER, 2 FT HIGH PRECAST GONGRETE SURFACE WATER FLOW cjJ O O �- LEAGHING RIN05. r�1,�J - ('() I 3. U5E 4 INCH DIAMETER, APPROVED SEWER PIPE THROUGHOUT,4. THE rTry - III I I MAIN RIN SASLIHIOH AFROM S POSSIBLE. TANK SHOULD ENTER THE V m 5. BAGKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL 7 �• 6. 5LA65 SHALL BE BETWEEN 10' AND 14" BELOW GRADE. /�-'1 LL 7. SOLID CONCRETE COVER HALL BE BETWEEN 6" AND T2" BELOW r--i CENTER, Hl PPES MKT BE OF 8' OD. PIPE, I INCHES ON GRADE. CENTER,WI H CENTER LINE 18" BE OW HE LIMID 1D LEVE 8. BOTTOM 5R POOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH EXISTING LARGE CALIPER � TREES TO REMAIN O�REA5E TRAP SEASONAL 6RCJUNDWATER. SEPTIG TANK NOT TO SCALE W d NOT TO SCALE a r r. TC. = 26.2' TC = 262' - CAST IRON FRAME AND 6RATE/GOVER O.O I r` FF_269' - - _- - - - - --- - / CAMPBELL IIB2 C OR APPROVED EMAL N ry I GRADE FINAL GRADE 1 I - = a II MIN PITCH 1/4' /1' MIN I/4" /1' EAGHI - - _ G=24 E�_ cns "- - - - `_ . POOH r -� I / a^ 0.1. GREASE SDR 35 I fA SEPTIG I I Fes, E�j - _� (II CFTRAP) TANK B"nN �-�I � 3' n1ry N/o/F \ / I % INV. EL 245'- ANDREW G. FOHRKOLB ,(76=2381 I INV EL-" INV. EL 255'-' -_ ._.- ___ DAVID FQIHRKOLB - I N/O/F = �0 - _ - - ._ INV. EL 250' --_--. __--- - • '1Q( ZONED, GENERAL BUSINESS C, �C C INV EL. 24.0'- \ 1�-t �1 , I 13•LL. PHILEE REALTY GORP. KITGHEN WAS I L R15ER I IBJ �-J � � X ZONED GENERAL BUSINESS WRAP STRUCTURES I I _T/ I (� NOT TO 5GALE I II I w1TH FILTER FABRIC ]( O II -BUILDING J� {nnU ^l =T O = 26.2' SEE SITE PLAN FOR SIZE H- 6ROVND WATER FF - 2&q GO SOIL l cp -COLLAR MATERIALS 6" MIN �'1 11! �� __ � � � (PENETRATION) [Z / I GRADE r+ ._ _--- ..___- - - -- UNDERLYING SAND AN GRAVEL STRATA RATEABLE SOIL '.\ SANITARY MIN. PITCH 1/4" /I' T� WASTE 4' GJ PITCH /B" /I' ---_ _ -Ol 6 NOTES D - R B -- - COLLAR DE / •• _ _ J EPTjr TANK 'S 5D POOLS PTH I5 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. I / LEAGHING 2 COLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. INV. EL. 245' INV EL 23S' 3. ALL DRAINAGE STRUGNRES MUST BE WRAPPED WITH FILTER FABRIC. PROPOSED/ I+ / -- PROPOSED 104x3' EFF INV.21 EL. N k . 1 GRAVEL AREA / \ DEPTH LEAGHING POOLS =-260' - INV EL 24.0' P G� w; SOLID GOVER I_ SANITARY LEAGHING POOL DETAIL WE _ PROPOSED 1 _ _ _ ASPHALT I / AND DBEL,CLEAN SAND-- - - - PARKING AREA SANITARY WASTE R15ER DOLLAR AROUND , �E CALCULATION F NOT TO SCALE NOT TO SCALE A�BIM aaoLs - " �w o/ g! EL. bIp WATER SFE _ BOT. EL 21.5' GR UN SANITARY SYSTEM GALCUrATIONS: TE5T HOLE DATA I I / ALLOWABLE FLOW (DENSITY): (TEST HOLE DUG BY MCDONALD TG=25.6 - CAST IRON FRAME AND GRAM/COVER GROUNDWATER MANAGEMENT ZONE. IV � C-26"1 (SE05GIENGE ON JUNE 25, 2003) p CAMPBELL 1152 G OR APPRovm EMAIL ALLW ALLOWABLE FLOW FOR SITE = 600 GPD/ACRE � MIXED DEPTPFZOPHLEAGHOING POOLS \ =26 u G=26.8 ---- --- PROPOSED- - - I �� BEARING SLAB DRY RETAIL AREA = 12005O.FT. BRo SAND 1 LOAM I FINAL GRADE 4L- (600 GPD/AGRE)(L521 AGRE5) = 912.6 GPD EL. 23.5' JJJOOO��i • / o DESIGN GALGULATIONS: w/ 50LIP COVER ( 2400 SOFT. I D EL 120' - - -- wry < GREY CLAr w - 6 RILp>E_LINE __. RETAIL I 1200 SOFT. x .03 = 36 GPD 4g gg� zW `L= BUILDING -� < I i WET STORE = 1200 50FT - ____ O PROPOSED 10'mx3' EFF. __- F F =2h 4 _ J SANITARY = 1200 561.FT. x 03 = 36 GPD ~ l EPTH LEACHING POOLS �a�.a� i _ _ I' KITCHEN = 1200 50 FT x .I2 = 144 GPD pq 1- Z 1 ju 7,_2,. _ _SNL 'hw"'k�' / �lpq TOTAL = 21C7 GPD d' JL - (l'G� �3' MIN_ HATER IN BROWN ~ 0 N/O/F I r ( " P �0 ST G� /;' I _ - __-PROPOSED V I --_-� _-- - - --� SEPTIG TANK: __ (� C O FRED ROBERT SGHOENSTEIN J I - /0 / I WATER SERVICE _-_ 2x 216 GPD = 432 GALLON5 REQUIRED t GRAY CLAY LH - J05EPH FRED SGHOENSTEIN / ( • • - - - I USE -H' DIA x 5 HIGH SEPTIG TANK - 1200 GAL z W I ZONED: GENERAL BUSINESS ` ' ' / IO MI �I - m I �� �� _� ,_�_ _ I (MINIMUM SYSTEM) � J-13 # � / _ . TLJ-25 F ) � � � i" I I -SAP STRUCTURES WITH FILTER FABRIC LL 8 r- LP�_ v-/j EP ��p � �, _�1 LEAGHING POOLS y �=2_�" ���-., POSED � � ,� � I r 216 GPD / LS GPD/S.F = 144 SGt.FT az' � 5) 216 1 x� USE 4-8' DIA x 2' EFFECTIVE DEPTH LEAGHING POOLS = O 6 WATER IN BROWN �H ,�e rr7kf �uNP � � 'I w L 4_sEe sere PLrN FOR slzE I LOO HI FTPROVIDEDIDED (MINIMUM SYSTEM = 200 SOFT. CLAYEY SAND sC G--zb 4�V ��� / ( - - - _ - �_ - NON -E WATER IN BROWNFINE ' =25.q GREASE TRAP. 5 ARSE SAND sw O To Go REQUIRED = 144 GPD '-COLLAR MATERIAL� � - EEP GREASE TRAP = 1000 GPD POINT_ ' _ �,��° __ 1 6" MIN. USE 18' DIA x 5' DEEP � V � ° Tr ,-r f- � ,` ,\ i RATEA(PENETRABLE SOIL (MINIMUM SYSTEM) „ PRRINA62E GALGIULATIONS �/ AREA OF BUILDING (PROPOSED) = 2400 50. FT. i rl UNDERLYING SAND AND GRAVEL STRATA J n� 2400 SO. FT x (2"/12"/FT)INrOx L00 = 400.8 CU. FT. P A ^ E . N0TE5 :'� USE 2 - IOm LEAGHING POOLS AT 3' EFFECTIVE DEPTH /`��"7/ {L- i NTS 25) �Q(�'` Rte ET) L COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 410 52 GU. FT PROVIDED TER W r2{� .�F/ ,�� E` ,L 2 COLLAR MATERIAL SHALL BE CLEAN GRAVEL OR BANK RUN yyp. 1.J 3, ALL DRAINAGE STRUCTURES MUST BE WRAPPE- 1 D WITH FILTER FABRIC, AREA OF PAVEMENT (PROPOSED) = 13,606.22 SCI. FT 2 o f 5,,53'30 W (pUBLIc' �/� DETAIL 13,606 '12 SCI. FT. x (2"/12"/FT) x 1.00 = 2272.24 CT.U. FTYPICAL LEAGHING POOL L U`S"E 12 - 100 LEACHING POOLS AT 3' EFFECTIVE DEPTH 10 4,- 2326.28 GU, FT PROVIDED. rF1,PTT' -LL _ NOT TO SCALE I ANp5r APF 50HEV 11 F S 82.24$0" E S 82`2450" E VILLAGE N'O/F 9980' � �� � OE 6REENPpRT KEY QTY BOTANICAL NAME COMMON NAME SIZE SHADE TREE = 175 3T AR 3 AGER RUBRUM RED MAPLE 4" MIN, GAL. I 1� � I � ��• � O Ui I AR Q � ,Too EVERFiREEN SHRUB N JGBP 18 JUNIPERU5 GONFERTA 'BLUE PACIFIC' BLUE PACIFIG SHORE JUNIPER 15"-18" 5PREAD ' I I O iY'JLBP IN O I 0 GROUND COVER N fit G5R GOTONEA5TER 5ALIGIFOLIU5 'REPENS' WILLOWLEAF GOTONEA5TER 15"-18" 5PREAD OcsR PERENNIAL ' I i PA FENNISETUM ALOPEGUROIDES DWARF FOUNTAIN GRASS 2 GAL. O � I m^ r4 j5 � y v � I EXI5TING LARGE CALIPER I • , Q TREES TO REMAIN CL w � O w N m I 2) PIECES E REINFORCED •IRIA3BER HOSSE. STRAND GEDAR STAKE B'-O" LONG / �/ • 1 �" HRAPPIN6(BURLAP TO 3/4"DIA �� • �� • —`\ i I OR KRAFT PAPER 12'PIIS DARK WRAP) Ifl�l. (MUCH) IF NO / \ GROUND DOVER 3' CALIPER (MIN) ryr ZERRARY--\` FINAL GRADE N m WO/F I I )F- W ANDREW G. FOHRKOLB m } DAVID FOHRKOLB 8- T oN ZONED: GENERAL BUSINESS WO/F m ' B WHERE ILLL PHILEE REALTY GORP. I I ZONED: GENERAL BUSINESS �— SO— sPFtIFIm M I TOPSOIL F+•1 Q ' BACKFIL <L L Q TREE• PLANTING DETAIL 0- d) NOT TO SCALE \ \ I SPEGIFICATIONS FOR TREE PLANTING h+l ry 1 / I SAME GL MATIALL BGE OF GONDITNI IDN�S A5 THE PARTIGULASTOCK OF AN �R�i�ED THEY ISRAEL BE OFUNDER lz SYMMETRICAL 6RONTH,FREE OF IWEGT PEST AND DISEASE,SUITABLE FOR STREET I TREE USE. ••1 I 2 THE AVERAGE TRUNK DIAMETER MEASURED AT A W16HT OF SIX INGW5 ABOVE THE I FINISHED 6ROLND LEVEL SHALL BE A MINIHUN OF THREE (3) I1NGHE5 Wr i 3 ALL PLANTING SHALL BE DONE IN CONFORMANCE WITH 6000 HORTIUILTURAL THE POILLOWIN5 IS DEGLARED TO BE 600D HORTIGA_NRAL PRAGTIGIS / \ III I 1 I (U THE TREE WRAP AND L THE TREES BE HRAPFIEJC�BE STAKED WITH TWO (2) 6EDARWITH BURLAP OR KRAFT R OF NEWF�IOP 6RAVE��A 1 —/ I / \ RUBWI H� (5 THE PLANT 6 DETTA MEANS OF THROUGH ,`'PAY T BG'Yp PROP05FD 1 1 (2) ALL TREES SHALL BE TRANSPLANTED BALLED AND BURLAPPEIV * �D ASPHALT AND THE BALL SHALL BE AT LEAST TWO AND ONE HALF (2 1/2) PARKIN6 AREA / FEET IN DIAMETER r a I (3) ALL TREE PITS SHALL BE BACKFILLED WITH TOPSOIL N q{ • - I 4 ALL TREES LISTED NVER AN AVERAGE(I) HEREOF HEIGHT OF 10 O FEET WITH AA HE ERANCHED MINIMUM SPREAD OF T LOWER THAN 51XTOP y fEs$ ��_ '• OF 4 FEET _________ _____ 1 \ / _ _-PROP05EP� 1 CSI 2400 5G.FT.\ I W PRUNE I/b" OF AREA RETAIL Z RETAIN NANRAL FORM %Tr ORM Fl i BUILDING SPRAY WITH AGcoRDIN6 Wo MF95 FRaoF ti INSTRUCTIONS IF FOLIA6E 15 M Z Q H PRESENT FY ' / • l _ / �'� I I Y I GROUND LINE TO BE SAME AS Wn Q AT THE NURSERY F LL ROBEi2TO5GHOENSTEIN \ 1 I I$'6-JGBP �� 6-GSR I .Y E"I N O 7 — 'I ---r -PROPOSED v WATER SERVICE PLA NTSFOR L�] IF- FRED Z -05EPH FRED SGHOEN5TEIN / 1 \ / I� W TO 4' —_ aiW — ZONED: GENERAL BUSINESS I ( i ' _ �� 10'MIN. I MINFISHFOR REMOVE BURLA20 P FROM roP A # PLANT5 OF BALL IL, OVE\ 2OPOSED �� / A �EE.DEb AREA Ib I I, "ISR 4 b• MINE BACKFILL WITH TOPSOIL BY VOL t PEAT- C) I U 616.3 i- � MOSS YYEER53,IHATEP EACH LA�n a• a N „�� p n UNTIL SETTLFIV DO NOT TAMP aFt ki ` \ b"FOR PLANTS UP TO 4' 1I6H (?-JC ••� N SOD _ b' FOR PLANTS OVER 4' HIGH • SOD LPA • AIR SHRUB PLANTING DETAIL AIy._a NOT TO 5GALE AR 5 T> FACE : �°N5 RIx55 LAND5C; APE PLAN 5 20 Io G so ao ho ao loc >RAPHIC. SGALE 5 82"24'50" E VILLAGE FO/F `5 82'24'50" E 6REENPORT 175.37' I IN I I I O I I N O � I Im I I I I O I I I C7 0 I I I z U a _ Z P4 x3 EXI5TING LARGE GAL'' E- I I r�:) TREES TO REMAIN 6 I ^ v VI Q Q I ^ t I 1u r, L4 0 ti n ry I N/O/F ANDREW G. FOHRKOL13 DAVID FOHRKOLB I N/O/F "' 3 1L, ZONED: GENERAL BUSINESS I IF �jJ PED. REALTY CORP. M X Z I ZONED GENERAL BUSINESS F+ 1 I I 4CC, FIXNRPPROP0 - � - �oc w II ZAVFL R 1 4CU �5R 1FL HATTE, __ — _EE 51 FE FL=N y T SUPER METAL 114LIC'E GRAVEL AREA , � � II" DIA — PF , I � PROPOSED � � � � I 6C'Lf GIh�7E * #' ASPHALT UPI TING ARM •2 PARKING AREA MG / � 0734 I 4" STEEL 4" 4 �� PROPOSED I i111 POLE '� BUILDING LIGHT I r I0 (3 PLG5) - 10 I/4" - I y PROPOSED I — 2400 50.1`T. ) 1365E PLATE $ RETAIL / BUILDING 2'-6" MIN CIT-2" 2 N KTH ,'-.�:EFNL-I1LL j z Q `m _ a ~ � • • L _ • 1.2°m �oNrl�I, T) -LIP ul: Q N/O/F 1 I • / / _ - tY FRED ROBERT 5GHOEN5TEIN r PROPOSED PPOJE Ti411- -R lT L, r,�' J � I�' It�D / 1~�I HATER 5ERVIGE _ ._ _- __ �i T - _ _--__ ,' ^7 Z 0. O JOSEPH FRED 56HOEN5TEIN / _ RRRrrr ZONED: GENERAL BUSINESS • i ILO'MIN. PC- E 1 ` - ry �� W # LL PROPOSED 7-\ RF20POSED, I - ' &017 YARD LIGHT ��' ---' (3 PLGSJ / A �EEDED ARE \ O 53�, (NTS �5ALV �Z I_"LW.-_ __ _ V O r7 TYPIC.:. P��LE -RE µ. q cALV AN�ZE6-� nNrw,P Eo�l' - r' �' I L -LNr_ a,II��N of o I 3^rn0 PSI 51'IC F=ETC a o _ .•••,• 6- I BOTTOM OF FOOTING SHALL BE 6" MIN i DELOH MAX. FROST LINE PENETRATION. 2. LIGHT POLE AND ASSOCIATED STRUCTURES #4 VEP-!,- -L SNE =T E:- ,[' . JRNEF' SHALL BE DESIGNED TO WITHSTAND A 100 MPH _ HIND LOAD AND DEAD LOAD ( 3. YARD LIGHT MANUF BY: 3 '� - /-� {-- o� _ L51 INDUSTRIES I'-q" Sr�U e.PE C�' � (---71"� 25��EB \ �- _ _> _ �, 10000 ALLIANCE RD. " hI-^-ME rEP l../ L_. 'O L I I H I � �L P.O. BOX 42728 'W (fig` GSR IN GINGINNATI, OHIO 45242 YARD LIGHT DETAIL TEL (513) 793-3200 4 of _ ao IC, o ao �o 0o FAX (513) 793-6023 NOT TO SGALE " GRAPHIC SCALE I" - - ' -v ASPHALT ROOF 6NING�E6 ry N - FlI SOUTH ELEVATION WEST ELEVATION W m 0 � m r Wr x3 X z u4 co " O W m W a00 - - - - __ W w ENGINEER. � OF REW F� y P� BLI� i %34 JEFF R. P.E. EE r s 0 -�VINTL CEDAR IMPRE5610N8 60ING LLI IL a � V W ~ 7 O __ Z Z o FTI 0. ° '_ o EAST ELEVATION NORTH ELEVATION PAGE : 5 of r0 , J) Z G J] • I ]'O" YO" I 1 ' RESTROOM ', I RESTAURANT-TAKE OUT KITCHEN AREA = 1200 SQ. FT � rn r N MEGI-I W u h--� O m9 cn G� xzLL mFo Ow gm >-4 oo W/ r rrFTT�I N �9 W w w RETAIL SHOF W AREA - 1200SQ. FT. 3'W" ENGINEER' -� - ( RESTROOM l � /'�I 734G _____- FES9 � � • w —JEFFRET T. BUTLER, P.E. � k 0 v � m z W N FLOOR PLAN AREA • 2400 SQ. FT. ju LLA Z O W O cG zz � (� O w '. CA LL � E U ~ Pte. O u G � � o m o v u r — o 'AGE : ro of ro R _ VOI LINE / 5YMBQL LEBEMD ( > / �5 82'74130" E `' 92°24'50" E VILLAGE LINE 6REENPORT <BERVET 5E0ACK LINE + - ExlSTING r0 BE P('A RMG REMGNEDFRELOGATM U ✓LL7 T WATER � _ ELECTRICAL -^•-�%— - fit+ I 6A5v� P / - TELEFi10NE --� T— x I I 5ANITARr SEWER �° A N OVERLAP ELECTRIC l O P4--6 I I m (N.Y.5.0.0.T) EST HOLE Sim (5EE SITE PLAN FOR LOGATION) PARKI1465P F © '� HANDICAPPED PARKING 516N R I I , • NOT TO 56ALE NOTES: I I. ALL CONCRETE GURBIN6, SIDEWALKS, AND DRAINAGE STRUCTURES SHALL CONFORM TO PLANNING BOARD STANDARD DETAILS AND SPECIFICATIONS, PAVING SPECIFICATIONS. r 6" STABALIZED BASE, 2" ASPHALT 2. TOWN OF SOUTOL.D PLANNING BOARD SHALL 13E U1 (V . . APHLT CONCRETE BINDER TOP WEARING ND GRADES FOR CURBS AND WALKS T 2 NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. o O N I 3 .LOCATION AO BE I \ COURSE VERIFIED WITH THE TOWN OF SOUTOLD HI6HKAY DEPARTMENT, ss 5.GD.PW. OR N.Y.5D.O.T. PRIOR TO CONSTRUCTION. V POURED IN PLAGE GONG. CURB , W 6 (f1 4000 P51 4. ALL TRAFFIC CONTROL DEVICES, Is. 516NAL5, 516N5, AND — �D EXPANSION JOINTS 20' O.G. PAVEMENT MARKIN65 SHALL BE INSTALLED IN CONFORMANCE EXI5TIN6 LARGE GALIPER IY) \\ I TREES TO REMAIN WITH THE GUIDELINES NT THE �W YORK STATE MANUAL EI MT xT 3 LL \ I/2" RADIUS UNIFORM TRATHO CONTROL DEVICES AND A5 DIRECTED 8Y THE 11F^r11 X �, TOWN OF 50UTOlD, DIVISION OF TRAFFIC SAFETY. ^ 4" TOP501L d SEED— 5. CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL • I�L1 V' I I \I 6'� 6" DEVICES, LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE O Z TOOF SOUTOO LD DIVISION OF TRAFFIC SAFETY, 48 URS � � WN IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD. Q I pP I AT ALL �" /: ^\�.� INTERSECTION IN 6. STOP LINE ATCOOOANGE WIATH LL AA5HTO REWIDREMENT5.DIST FI+:1 ry f1n w �V ry ,� -1. ANY SITE PLAN, ROADWAY IMPROVEMENT PLAN, AND TRAFFIC � � Q T p I -u ALL PLANS SUBMITTED AS PART OF THE TOTAL APPROVED 51TE j R m MITIGATION PLAN SHALL REFERENCE THE OTHER ON EACH AND O I- 0 I PLAN APPLICATION. 51TE DATA: ,O q DIST: 1000 SEG: 45 EILOGK: 04 LOT: 3.1 AREA OF 51TE: 66,26058 50. FT. = 1.521 AG. rT, TYP. DETAIL AT CiI1 USE: RETAIL STORES W NOT TO 56ALE p I r- 4 SITE PLAN .BA�� ON SURVEY E3Y: Ar � r— I PROP05M ' JOSEPH A.SURVEYOR 0 = I GRAVEL AREA I 1380 ROANOKE AVENUE um �— P.O. BOX 1931 \p R AD, NY 11901 In 0 TELL.:: (6(63U 121-2090 )- FAX (631) '121-1121 X 3: LL I PARKIN& REQUIREMENTS• p IPROPOSED / I I BUILDING AREA = 5Q.FT. Q FLUSH CURB Q d) 200 SQ FT.T. NOSE--� -NOSE I I 2400400 50.FT./200 SQ.FT. = 12 �• lltJ -L DOWN DOWN TOTAL PARKIN& REOUIRED = 12 5PAGE5 IINTERCONNECT / I TOTAL PARKING PROVIDED = SPACES = IY) PIPING TO BE // INCLUDING A HANDICAP SPACE AND LOADING ALL t0 ' PIPI GPP I / • \ I <Sf /26fi SPACE PPROPOSED ROPOSEDINC, / 1 ASPHALT DUMP$:TER L ADIN&Q a • PARKING AREA AREA AGE 15'-O" 2� �'/Y' SAIII I/, ��_, s.�,c_- %D'_4" I 9� � �r/�Ie fI•-1 9" K,o d'` u-sc Q 19" K, SEP 151003FRAME O 210" PROPOSED ______________P6 / r LL 6" P.G. CURB __________.______ 6 Cw cuT O'�"`•-1'siws /� // n1 6ARA6E 1'- PROPOSED / ar/ oc�.S/ 2a.�c r•�o PROPOSED— 2400 50 FT. I �� / C"aC d u' �'�'aK� v°c5� Fib" 65' GH IW/LINK LuBUILDINGPTV SLATS__ 60 1 - W ^7r� u ,rts a S ,u / c -/s � � I� q1 4" 0010 '0i 0 I ,Z / � OWZ> WWW'6 - `�' I � LAOND5GA --� . � ! r� � , / /2S _. _ _ Q mi0-D , • - - -� BED 2oV- s , /6412/2 Twee " .s 4d ONGRETE H.G. PARKING ? / I ' I N A % — PAD FOR M N Z �. ,(/s�I h r.s DUMP5TER I Qq O W 0 PROPOSEDR2O�_0�, � � SIGN / -�/ ice` �0'MIN - v� ),3� / , (� �rJc / °I o / TGoy JJ/,/^S �'J!� - d7 CHAIN LINK R,NGE i I � J O ( - V� l/ 7� U T° / //` / l^U WHITE PN,SLATS IY lP NP ( • (1- - • PROPOSED � joL. 4 N C` O_ I 4Q "_ y `\ -/ min WATER SERVICE w.c lo„+J'S _ 6' TOOL- ® IO.G.E.W. Xj f • 1 I . 1 T 5J EDGE % / eoa3 Iy I I z u ciPROPOSED N r Z Z �' ' p SEEDED AREA POyT t PAI EXISTING FIRE I - HYDRANT `r p y, EXISTING \ c �_ 1MBE \- EXI5TIN& POST UTILITY ` 1 MOUNTING ° 2` SAND BAND AND RAIL FENCE POLI K TO REMAIN �'i5 p0 R IG \ MA — TIx6 FENGE EDGE- 2-N5 TOfb S k'S' ._ I„��5 1 OF p^ EXISTING EX BEAM TO EXTEND 10"' BOT. GOVT. {J �� DRAIN MIN. BELOW FIN GRADE I'-O" W/#3 TIE p mS ' .�' IN 24"t O,C, 2' NOSE N� y i"� 5EGTION A SEE 51TE PLAN 1 Iy1R16 D' - EX15TINO POST" OOWN (N� RR 1N 5T �1 SITE PLAN 1 AND RAIL TE 5�•5230N05E Q I' ASREEQMODIFY DIY (pJO�-1G �RAl=7r7 ENGLV�JV��� 20 Io 0 2 EXISTIN6J DOM FOR GURN GUT CRAP"1 n_ 40 60 b0 l0u UTILITY POLE - SCALE z°'-O" NOT TO SG ALE O Ir 2 i SEPTIC, TANK (1) LEGEND 5 82.24'50° p 9� � -2.24'50° E VILLA6 N/ 6 -caST IRON coverts FINISHED E " REENPORT j � �� -GAST IRON FRAME AND I. GONGRETE SHALL HAVE A MINIMUM GOMPR-551VE STRENGTH OF DOVER TO 6RADE FINISHED 2f y ��, / GRADE 3,000 psl AT 28 DAYS. - � §3 - 2. WALL THICKNESS SHALL BE A MINIMUM OF 4", ATOP TNIGKNE55 EXISTING GRADE " " w ZrI, - p 9 OF W AND A BOTTOM THICKNESS OF 6". ALL WALLS, BOTTOM AND II ��� 175.37: 1 R TOP SHALL CONTAIN REINFORGIN6 TO RE51ST AN APPLIED FORGE 0.00 Or MIN ' OF 300 psf, PROPOSED GRADE l BIL QO MIN a' DIA. FLOW LINE - am.Er 3. ALL JOINTS SHALL BE SEALED 50 THAT THE TANK IS - GLASS 2400 } FROM KITCHEN W7T.ET HT. _- PIPE OR MIN, 4' DIA. WATERTIGHT. fi Ed1IVALENT P1rcHED MIN. I 4. THE SEPTIC, TANK SHALL BE INSTALLED AT LEVEL IN ALL PROPOSED LEACHING PITCHED I/4" n p VDIA.A' TO SEPTANK DIRECTIONS (WITH A MAX. TOLERANCE OF tl/4") ON A MINIMUM 3" POOL WITH CURB INLET �' I MIN. 4" DIA. / PITCHED MIN. mw /1' THICK BE OF GOMPAGTED SAND OR PEA GRAVEL, N I 5, A 5' MIN. DI5TANGE BETWEEN SEPTIC TANK AND BUILDING SHALL PROPOSED LEACHINGBE / I ' MONOLITHIC, MAINTAINED. POOL WITH 50LID COVER NA 1 - - N LEAGHING POOLS (4) r N - - -- -- - - - - - - - - - - - - - - - - -- - - L LEAGHING POOLS ARE TO BE CONSTRUCTED OF PRECAST EXPANSION POOL - ___ __ REINFORCED GONGRETE (OR EQUAL) LEAGHING STRUCTURES, SOLID rn DOMES AND/OR SLABS. 2. ALL COVER_' SHALL BE OF PREGA5T REINFORGED CONCRETE EXISTING CONTOUR (OR 3. A 10' MIN. P15TANGE BETWEEN LEAGHING POOLS AND WATER I IEXISTING CONTOUR TO LINE SHALL BE MAINTAINED. I BE MANIPULATED DETAILS OF CONSTRUCTION I I. USE ONE (U REINFORCED PRECAST CONCRETE SEPTIC, TANK. PROPOSED CONTOUR I I ry h (1000 GALLON) 2. USE FOUR (4) 8 FT. DIAMETER, 2 FT. HIGH PRECAST CONCRETE SURFACE WATER FLOW C=�7 r- LEAGHING RINGS. N 3. USE 4 INGH DIAMETER, APPROVED SEWER PIPE THROUGHOUT. Or 4. THE WA5TELINE FROM THE SEPTIC TANK SHOULD ENTER THE �/ Iw MAIN RING AS HIGH AS POSSIBLE. 5. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL I rry- (q. SLABS SHALL BE BETVEEN 10" AND 14" BELOW GRADE. Q EXISTING LARGE CALIPER �' I 7. SOLID CONCRETE DOVER SHALL BE BETWEEN b" AND 12" BELOW � � V' I'4 c TREES TO REMAIN AVER PPE5 MUST BE OF 5" O.D. PIPE, 20 INCHES ON GRADE. �F� (7l - x0 8, BOTTOM OFPOOL SHALL BE A MINIMUM OF 2 FEET ABOVE HIGH X X � GEHTER, WITH DENIER LIFE 16" BELOW THE LIQUID LEVEL c -rp A F�"�ji1 a GREASE I IVRP SEASONAL GRR OUNDWATER. Q I 5EPTI0 TANK NOT TO SCALE R O NOT TO SCALE O g ZN p � I -aUILDING � d. Ll r --T.O. = 262' i�TL. = 26.2' r - - I PF = 2.6_.9_' -G.O. CA5T IRON FRAME AND 6RATECOVERwj�YJ.'F _s i CAMPBELL 1162 G OR APPROVED EQUAL 4I J 1 m •I o � I = i a Q FINAL GRADE O I i m yo - r-{ KITr HFN_ _ MIN. PITCH 1/4"/1' MIN. PITCH 114' 11 O LEAGHIN6 POOL5+ -- -t WASTE - _ - ------ . .. - --- - - -- -- -4" G I -- - GREASE 5DR 35 SEPTIC, - TRAP v (I OF 1) TANK 3' MIN- B' MIN INV. EL�/ INV EL 255 --' - INV, EL 245'- = 260' - _- '-INV. EL. 25.0' PROPOSED KITCHEN WA5TE RISER �� IFN. EL. 24.0'-' II---U IV GRAVEL AREA NOT TO SCALE I � -� � � w1n�F1LTER FABRIC ^""J r � - BUILDINGW � G 262' = „ OROUND WATER1 "� nQ x o T. FF 26.9' G.O i SEE SITE PLAN FOR SIZE ({� �__}- )_ Q SOIL x LL COLLAR MATERIALS 6' MIN. _L ___. -\. ^�_--^---� TEABLE SOIL __ GRADE • (PENEI LA _7 5ANITARY 1+ -- _ - _ -__. _ 1 �.-✓, 1 ' SANITARY _ MIN. PITCH I/4" /I' MIN. PITCH s"--'"' - -- L WPSTE - __- _ I/6" 6 UNDERLYING SAND AND GRAVEL STRATA PROPOSED 1OVxb' EFF. �� -a' c.! __ __ - /I, NOTES Q I DEPTH LEAGHING POOLS / I SEPTIC, SrjR I. COLLAR DEPTH 15 NOT REQUIRED WHEN RATEABLE MATERIAL EX15T5 FOR FULL DEPTH. � -. - TANK LEAGHING m w/ SOLID DOVER / I i � POOLS 2. DOLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. N � INV. EL 245'-- - .. - __ __ - _ Q I INV. EL 235'-- 3. ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC, i PROPOSED � -� '� I - 26 -IFN EL 240' n ' PAA SPH AREA a 5ANITARY LEAGHING POOL DETAIL � - II 1 ' 5ANITARY WA5TE RISER 3' GLEANSAND- GJ DOLLAR AROUND SEE ALGVLATION_ S NOT TO SCALE a I NOT TO 5GALE � NE,POOLS p I r.-25 > 1 I - z -" EL I&T Na 5ANITARY 515TEM GALGULATION5: TEST HOLE DATA iE 'TC,=26� BOT EL-2I 5' ed 1UN c-26^ 5 --_- _ _____________________ ALLOWABLE FLOW (DENSITY) (TEST HOLE DUG BY MGDONALD Q 1 LL PROPOSED 10'�x POOLS �-/ (fir_ 2� I PROPOSED CAST IRON FRAME AND PROVEcavER GROUNDWATER MANAGEMENT' ZONE: V 6EOSGIENGE ON JUNE 25, 2003) LL O ' ( - - _, caMPBFl.L ue2 c oR APPROVED EQUAL ALLOWABLE FLOW FOR SITE - 600 GPD/A 2400 SOFT. / EFF.- ` __ _ _ RIDGE LINE,_,___,,,___._,__ 'f� - Th 6� RETAIL I � I FINAL 6RADE ' (600 GPD LCUL TION ACRES) = 912.6 GPDG� EL. 235' DEPTH L.EAGHIN6 ..�__..._ BUILDING I I e' TRAFFIC M0 ED SAND R LOAM Lu A/ SOLID COVER 1 1' IY1 Z --PROPOSED 10 dRxb EFF. - F,F =26p 1 DESIGN CALCULATIONS /- ry 9EARw6 y� DRY RETAIL AREA = 1200 SOFT BROWN i 6REY CLAY CH 3 W DEPTH LEAGHING POOLS =-_ �I j� I p '� r w/ CURB INLET rK f" E r z 1 - 46' Q f_ Z Q `y 09 ` _,yy, _.v.. 1 1200 SOFT. x .03 = 36 GPD EL I&T O Q N 'Wv' 'FN' / 7 /r NET STORE = 1200 SQ.FT. In 'lam A -1 1 � SANITARY = 1200 SQ.FT. x .03 = 36 GPD - F� W Z ' I L _ �( 1 �' r P I th F - 1 KITCHEN = 1200 SOFT x .12 = 144 GPD Q 0 Q Q < • �T V ✓ � i r V-.-4 H_ Q / i I I "� GT / -I 1 1 3' MIN '� - ?1� _ 3' MIN TOTAL = 216 GPD -- - -- � Ln Q Q MIN Q - _ 1 1 5EPTIG TANK. - HATER 1N BROM Z Lu Z A L ( 0 L - 1 . - 2x 216 DPD = 432 6ALLON5 REQUIRED __ ___ R GRAY CLAY cH Z Q W Z I - PROPOSED FSI (Y a/ �[ m m p- LP � / I USE -8' DIA. x 5' HIGH SEPTIC -TANK = 1200 GAL. / 1 1 (MINIMUM SY5TEM) -- LL x J O }-� - EP WATER 5ERVIGE `0 Q z s FST �' / A ! N _ . . _ TM,F F I O �L 4 - Hr L F �I �/ L �.�., -i / I � w c LEAGHING POOLS: _ - _ - N -7:7 \, _ - (,�� EP _ - " 6` -- STy31� (NS_y)�`� 7 USE 4216 4--8' DIA. x 2' EFFECTIVE DEPTH LEAGHING POOLS = WA2. TER IN BROHN I J - -Y _- _ _ �� s� SITE PUN FOR Sim J I 200 EO.FT PROVIDED (MINIMUM 5Y5TEM = 200 SOFT - CLAYEY SAND sG LL- " \ � � 'I �' PROPOSED-' - _ s No HA E _ ___ E - L 1EABLE LEAGHING AREA) .x- -SEEPED AREA j ` F I 5N00" RA WATER IN BROW) FINE Q z - - / _ _ • I ^ - f ( I CREASE REQUIRE TRA 44 - To COARBE SAND SW I -COLLAR MATERIAL-. ..` .._ -- -� / F--- = GPD 5I' Q I 11 6" MIN. USE 1-B' DIA. x 5' DEEP GREASE TRAP = 1000 OPD Q O rll� �� I �. ✓ RRAALE1NETRA501L (MINIMUM SYSTEM) l) DRAINAGE GALGULATION5 m / - - - - - ^ rl-� n UNDEFRLYIN6 SAND AND 6RAVEL STRATA AREA OF BUILDING (PROPOSED) = 2400 50. FT, FAC C 11 i t e � No.LEs 2400 SQ. FT. x (2712"/FT) x L00 400.8 GU. FT. USE I - IOm LEAGHING POOL5 AT 6' EFFECTIVE DEPTH 25) E1) / _ I. CALCAR DEPTH 15 NOT IZ[411RED WHEN RATEABLE MATERIAL EXISTS FOR FULL DEPTH. 410.52 GU. FT. PROVIDED. �R IN 5 �P � �� (J �J 2. DOLLAR MATERIAL SHALL BE GLEAN GRAVEL OR BANK RUN. W gLIG 1A 3 ALL DRAINAGE STRUCTURES MUST BE WRAPPED WITH FILTER FABRIC AREA OF PAVEMENT (WOPOSED) = 7590,8 50. FT. 2 (� 7590.8 50. FT. x (2"/12"/FT) x 1.00 = 126753 GU. FT TYPICAL L.EAGHIN& PMOL DETAIL USE 4 - IOm LEAGHING POOLS AT 6' EFFECTIVE DEPTH 20 10 0 20 4C, Eo eC 10, 1642.OL3 GU. FT. PROVIDED. GRAPH1c. 5_nLF = 20' o" NOT TO 5GALE of 2 s i 71 I I i - ASIS. �t�j�vM_2,�--3•'� e i 4 '•1 3- 4H7 -0-14 -14W. _(t1 ._ _ .h11r t2t' C9� •r a �YLyltC4 2�i4Cf a n MA - -�'���- -_ v — o� w �-1 _ (phi•`•' —tYP-�G�Nbco.t�� I --dc�'�Pµ?�`�3t��j__�.li�t•�i�N hK.Lt2�_1�11AV G„FI�J2�Ac �,�'�T�R��GjYrl�.l>'CI�GLLIf{G3 Zt�: 4'Ff:J, �if���/ Y/� _ '�`t��� �izt'cD4�✓2'�� itx' Z3—o FEo 2 ^ SURVEY OF PROPERTY FOUND SITUATED AT � 82 GREENPORT S ez zd•ep• E .:z' S 82'24'50•' ZLACg p v7 /a/p 99 e0• E _a a zD c8L'gNP0R7' - NOF O 175.37' SUFFOLK COUNTY, NEW DYORK — S.C. TAX No. 1000-45-04-3. 1 SCALE 1 "=30' f/ o AUGUST 12, 2002 JULY 10, 2003 ADDED TOPOGRAPHICAL SURVEY & TEST HOLE N O 23-. - I .13.i m 21-n I ' •Y1 - - AREA = 66,260.58 sq, ff. _ 1 .521 ac. II zs NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 1111 -_ EXISTING ELEVATIONS ARE SHOWN THUS:2LlG `"g '-• . - EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -- - 20- - - - - - _ P, te — TEST HOLE DATA I (TEST HOLE DUG BY McOONAI D GEOSCiENC ON JUNE 25, 2003) CiCi EL las MIXED SAND fl IwM t' w fl GNEY CUT CH BROWN EL ter a II22 � . 0 V WATER IN BROWN ! GRAY LUY CH .9.4 41' WATER IN BROWN CUYEY SAND SC ,i 15' G WATER IN BROWN FlNE TO COARSE SAND SW !i4 51' d51 t PHRAGMITES �� CERTIFIED TO: atria. / (DAY NOT WET) a e'w 7 7 I f PECONIC ABSTRACT R ME GARncE p GREENPORT HEIGHTS DEVELOPMENT Bmc. I ,117 '=°' 'v's I �"•• p MICHAEL DOMINO ' 03'E y5,9 1 TOA�SURVEZED4 IN�A VOIATIO IMON OR AD001NON SECTION 7209 OF THE NEW YORK STATE -24 N EDUCATION LAW. J p5WE, •. � . Z COPIES OF THIS SURVEY IMP NOT BEARING NKED L OR EMBOSS ED HAND LL INOT BEECONSIDERED ',',qq • TO BEA VALID TRUE COPY, b y\ - - i - - - s`e - ' UP '. D 2 ^ A SPINDICATED HEREON S�LL ERSON R FOR WHOM THE S UN ONLY TOTHEURVEI' O cps W LC (lIN" M IS PREPARED AND ON HIS BEHALF TO THE n n' 1S.' 'LEST"HOLE ry, g��F•"� .].l, � U TRI£ COMPANY_CAVERNMENTAL AGENCY AND .�A _ 4 m. °T E.S TOTHEASSIGNEES OF THE ON O LENDING INST- OO ZS - HEREON. AND R s BROKEN A$PHALT k GRAVEL ; - to<N3�� - . .^.1'11 .,L • r�C� TUPON CE-flTFlGTONS ARE NOT TRANSFERABLE. .PARKING AREA_,� . A' _ P� 1-�rH0I-i z3 Ul 2 2 2003 TIRED2MNTTHE BRE D SBD AND/ORS EASEMENTSRIOF TRECORD. IF ..2:39 Plan �Id iown ANY. NOT SHOWN ARE NOT GUARANTEED. PONCE w� fiBard RNL w 14$ / - 3� Pos A a� utv _,kHl _ • �:.t75.140. • . 24 - Y m U£ �Y�E�" W1R1$ _ Mt F Oi PW •, _ 1 . STD VA PREPARED IN ACCORDANCE WITH THE MINIMUM „ .T£ p ___ �•,]9 �F, " .� STANOAR05 FOR EB SURVEI'S AS ESTABLISHED Joseph A. Ingegno P,EBHplD L DY 1HE LI.ALS Np APPROVED AND ADOPTED .• _ FOR SUCH USE THE NEW YORK STATE LAND ,• ,� oN 5 oNA ot� Land Surveyor 23 ?2� -'•5 77i eJ1J'•SIG• (NYS 0.U.1N "'EV) i. ,4Ha pUBUC WAtER �c >� Lfle Surveys - Subdivisions - Site Plans - Construction LDyaut 1 A �Q PHONE (631)727-2090 Fox (631)727-1727 4sssd �`v sFpIAND OFFICES LOCATED AT MAILING ADDRESS N Y.S LIL. No 49868 322 ROANOKE AVENUE P.O. Box 1931 RIVERHEAD. New York 11901 Rivirhead, New York 119M-0965 22-276A