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HomeMy WebLinkAbout1000-102.-1-33.3AFFORDABLE 44' X 60' 44' X 70' 44' X 70' 50' X 70' NOW FORMERLY OF FRANK MAOHINCI'IICK NOW/FORMERLY OF ~LLIAM M. BEEBE & ~LUAM F, HEANEY S 49°56'35" 221.47' E 51'1 5'55" I I N 49'37'25" NOW/FORMERLY OF HIOHLAND ROAD CORP, & MONRING RT. W m m NOW/FORMERLY OF COOK, & DONNA M, 50' X 70' NOW/FORMERLY OF FRANCIS A A TH NOW/FORMERLY OF BERTHA KURCZEWSKI 0 NO¥~//FORMERLY OF DEMBROSKY, ~TANLEY JR, NOW/FORMERLY OF DEMBROSKY, STANLEY HER,TAGk AT CUTCHOCUE CUTCHOGUE, NEW YORK - TOWN OF SOUTHOLD 1,901.44' 2,010.62' NOW/FORMERLY OF BARSAU, ALO0 & LOUISE NOW/FORMERLY OF SHELBY, PAUL M. ~ CONCETrA NOW/FORMERLY OF STA~UKIE~CZ. HENRY & DEBORAH SITE DEVELOPMENT PLAN S 49%7'45" 273.68' E II II N 49°56'35'' m m W 400.00' NOW/FORMERLY OF ROMAN CATHOLIC CHURCH OF SACRED HEART NOW/FORMERLY OF QUAR~CELM, JOHN ~ ISABEL 80'-0" 7 - x~ __1 95.00' NOW/FORMERLY OF ARTO L'~). OCTOBER 2005 ~raw~ 2500 0 Z S 51'15'55" E 1,901.44' POND S 49'47'45" E 273.68' POND S 49'56'35" E 221.47' GRAPHIC SCALE 49'47'45" E 95.00' POND GRIFFING STREET N 49'56'35" W 400.00' ~ow,~o..~Y¢ I 40O LEGEND: AFFORDABLE 50' WIDE BUILDING BUILDING ENVELOPE ENVELOPE 42' WiDE BUILDING __/ EXISTING PRIVATE WAIER WELL (TYPICAL FOR 6) 150' SANITARY RADIUS FROM CENTER OF WATER ~cLL (TYPtCAL FOR 6) SITE DAT,A: ZONED; HAM[~=-T DENSITY RESIDENTIAL SITE AREA: 2,~010,927.38 SF = 46.17 ACRES NUMBER OF LUNffS = 159 NUMBER OF EBUILDINGS = 150 SCHOOL DISTiRICT ~ 9 GROUNDWATE[R MANAGEMENT ZONE IV (600 GAL/ACRE) ALLOWABLE ~ANITARY SITE FLOW: 600 GAL/ACRE x 46,16 ACRES --- 27,696 GPD _/ ......... 2,010.62' 0 HOW/FORMERLY DF PARKING CALCULATIONS: REQUIREO: SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLING 159 UNITS X 2 SPACES/UNIT = 278 SPACES CLUB HOUSE: 1 SPACE PER 300 SF OF RECREATIONAL FACIIJW 5 SPACES PER TENNIS COURT CLUB HOUSE 8,8~0 SF / 300 = 50 SPACES POOL 1,160 SF / 5DO = 4 SPACES TENNIS COURT 2 COURTS X 5/CT = ~ TOTAL REQUIRED PARKING: = 44 SPACES LOADING ZONE: CObtMUNIW CENTER WITH FLOOR A~EA OF 5,000 TO 25,00D SF = 1 BERTH PROVtDED: SINGLE FAMILY DETACHED DWELLING: 2 SPACES PER DWELLtNG IN GARAGE 150 BUILDINGS X 2 SPACES/GARAGE = 260 SPACES OFF-STREET PARKING SPACES FOR UNITS = ~ TOTAL PARKING FOR UNITS = 278 SPACES CLUB HOUSE: TOTAL PARKING PROVIDED tN PARKING LOT= 4~SPACES INCLUDING 2 HANDICAP SPACES LOAOING ZONE PROVIDED: 1 BERTH SITE COVERAGE: PONDS LANDSCAPING ROAD, PARKING, AND PAVEMENT SIDE~/ALK. PATIO, AND GAZEBO BUILDING DRNEWAY NOTE: ~4ESE PLANS ARE AN INSTSUMENT OF SERVICE AND ARE PROPERTY OF NELSON & POPE. UNAUIHORIZED ALTERATIONS OR ADDITIONS TO ~*IESE DOCUMENTS ARE A VIOLATION OF SECTION 7209 OF ~HE NEW YORK STATE EDUCATION LAW. INFRINGEMENTS WILL BE PROSECUTED. OWNER: NOCRO, LTD. 140 EAST MAIN ST. RIVERHEAD, NY 11901 APPLICANT:. THE HERITAGE AT CUTCHOGUE, LLC 1721-D NORTH OCEANI AVENUE MEDFORD, NY 11765 197,045 SF = 9.8% 1,162,022 SF = 57.8% 246,264 = 12.24% 49.178 = 2.~4% 298,080 = 14.82~ DATE SITE PLAN - AUGNMENT THE HERITAGE AT CUTCHOGUE CUTCHOGUE 0002~ ~ NELSON & POPE ENGINEERS · SURVEYORS ~ S 5Y1~'55' E ~ ~ ~, ~o S 49'47/.~45' E ,*- ~o / 273,68' POND NOW/FORiiB~.Y OF 49'56'35" 221,47' ? \ / OND N 49'56'55" W 400.~00' --__ ~. ~ 49"47'45" E --~ 95.00' 150' SANITARY RADIUS FROM Ct~I3ER OF WA~ER WELL (TYPICAL FOR 6) LEGEND: 180 GRAPHIC SCALE ( IN FE~T ) NOTE: ]HESE PLANS ARE AN INSTRUMENT OF SENVICE AND ARE ]HE PROPERT~ OF Nm ~ON ~ POPE. UNAU]HORIZED AL3ERA33ONS OR ADDI3~ONS TO ]HESE DOCUMENIS ARE A VIOLA3]ON OF SEC33ON 7209 OF ]HE NEW YORK STA~E EDUCA~ON LAW. INFRINGEMEN3S WILL BE PROSECU3ED. AFFORDABLE 50' WIDE BUILDING BUILDING ENVELOPE ENVELOPE 42' WIDE BUILDING ENVELOPE POND DESIGN: THE POND DESIGN WILL MEET SUFFOLK COUNTY REQUIREMENTS. DAlE sri~ PLAN - GRADING THE HERITAGE AT CUTCHOGUE CUTCHOGUE ~ NELSON & POPE ~No, ENGINEERS · SURVEYORS CAD~ S 5193'55" E DA~4 NOW/IFeRMa~CY O~ ~ 49'56'35" E 221.47' POND OND 100 o GRAPHIC SCALE NOI~: ( ~ p~]e? ) THESE PLANS ARE AN INS~RUME~IT OF SENV[CE AND ARE THE PROPERTt' OF NELSON ~ POPE. UNAUIDIORIZED AL~cRA~ONS OR / m m LEGEND: AFFORDABLE 50' WIDE BUILDINO BUILDING ENVELOPE ENVELOPE 42" WIDE BUILDING E~VE!-OPE SANITARY FLOW CALCULATIONS: 20.000 SF/ONIT m ® SEPTIC TANK O LEACHING POOL EXPANSION LEACHING POOL CATCH BASIN -- DRAINAGE PIPE 150' SANITARY RAOIUS FROM CENTER OF WATER WELL (~tPICAL FOR 6) 500 GPD 90 GPO 575 GPO 21,615 GPO NOTES 1. ALL DRAINAGE PIPE TO BE 15" RCP 0 1~ MINIMUM SLOPE UNLESS NO~ED ON PLANS. 2, ALL U~]U~ES ARE SUBJECT TO APPROVAL BY THE APPROPRIATE U]]LITY COMPArdY. - (~9'PtCAL FOR 6) DA-~ DRAINAGE CALCULATIONS: REQUIRED: sflE AREN2,010,927 SF 6" RAINFALL X 2.010.927 SF ~ 1,005,46,~ CF OF TOTAL STORAGE REQUIRED IMPERVIOUS ARE,~S: DA-1 (DRNRAGE AREA 1) PREV[0US IMPERIOUS REOIURED PREVIOUS IMPER%q0u$ (5) 14-' x 12'e 20,421 SFx 0.3 = 6,126.3 SF S 49'47~45" 27.7.7~. 68' [/ N 49'56'55" W 2,010.62' /~ OA-'I- (DR)dRAGE AREk 4) PREVIOUS IMPE~OUS · 18,550 SFx 0,3 = 14,565.0 SF 5~63 SFx 1.0 = 7.78B.0 SF 22,55~,0 SF PREVIOUS IMPERVIOUS DA-7 (ORNRAGE AREa, 7) PREVIOUS IMPERVIOUS 49'47'45" E ~' ---2 95.00' C STRE~'T ~. DRAINAGE STRUCTURE TABLE 2B, 77 DRAINAGE STRUCTURE TABLE DATE MH15 DRAINAGE STRUCTURE TABLE 2.8.12 SITE PLAN - UTILrI"~ PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE ~ NELSON & POPE ~ ~R~ NOW/FORMERLY OF ESTATE OF FRANK MACHINCHICK S 51°15'55" E !© · ' 0 LQ r'O , 50' NOW/FORMERLY OF WILLIAM M. BEEBE & WILLIAM F. HEANEY S fl 9°56'35 221.,I7' F PROP RES. FFL--54.5 N 49°37'25'' SETBACK LINE (TYP) prOP PRoP PFL-57. O cgoe ~s.,.;~.~ prOP prOP 0 pROP.~.o PROP RES. FFL=56.5 2+00 PROP RES. FFL=55.5 PROP RES. FFL=36.0 W / / PROP RES. FFL=37.5 PROP RES. FFL=38.0 PROP RES. FFL=37.5 FFL: PROp 15~00 PROP RES. FFL=37.5 PROP RES. FFL=56.0 PROP FFL=36.0 prOP RES, /WA TE RF oOuiNRTC~ LNA Ti 0 N ._..~!!D ~ RES. FFL=37.5 PROP RES. FFL=36.0 FFL= PROP RES. FFL=57.5 SETBACK LINE (TYP) PROP RES. FFL=37,5 PRop RES. 37.5 PROP RES. FFL=57.5 prOP FFL NOW/FORMERLY OF HIGHLAND ROAD CORP. & MOHRING RT. GRAPHIC SCALE ( m FEET ) m NOW/FORMERLY OF COOK, DAVID A. &: DONNA M. DATE NOW/FORMERLY OF DIVINEY, FRANCIS J. & MARIE C. PARTIAL AUGNMENT PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE ~ NELSON & POPF ENGINEERS · SURVEYORS 572 WALT WHIIMAN ROAD, MEL¥']I .I F. N.Y. '1t747-2188 NOW/FORMERLY OF BERTHA KURCZEWSKI pROP RES. FFL=36.0 PROP PROP PROP RES. PROP RES. RES. PROP FFL=$6.0 RES. PROP FFL=36,0 FFL=36.0 PROP PROP RES. (~ FFL=36.5 PROP PROP RES. ~ RES. RES. FFL=36X ~ RES, RES. FFL=36.0 ~ :FL=36.0 FFL=37.0 FFL=36.5 FFL=36.0 -00 =520' ~ ~ ~ ~ ~/ / .~ (~ ~ ~.Oo ~. PROP % PROP RES. ~ RES. FFL=36.O ~ )PROP FFL=36.5 RES. RES. RES. FFL=37.0 RES. / FFL=36.0 / PROP PROP RES. / / ~ RES. RES. FFL=36.5 ~ .E~^N ~LOC~ CUR" ~ FFL=36.E FFL=37,[ 51-00 ~ ~ ~ R=2 PROP PROP RES. FFL=36.5 PROP RES. FFL= 38 PROP R~=230, 'o~ ~ ~ FFL=37.5 / /-_ ~ RES. FFL=3?.5 NOW/FORMERLY OF DEMBROSKY, STANLEY dR. 4O PROP RES. FFL=37.0 PROP ~ RES. FFL=37.5 NOW/FORMERLY DEMBROSKY, STANLEY JR. PROP RES. FFL=36.5 R=221' PROP PROP (~) RES. RES,~"~ FFL=36J FFL=37.0 PROP RES. RES. FFL=36,0 FFL=36.5 OF NOW/FORMERLY OF BARSALI, ALDO & LOUISE PROP RES. FFL=38.0 PROP RES. FFL=37.0 A PROP RES. FFL=37.0 NOW/FORMERLY OF SHELBY, PAUL M. & CONCETTA GRAPHIC SCALE ( IN FEET ) 160 PARTIAL ALIGNMENT PLAN THE HERITAGE AT CUTCHOGUE CUTOHOGUE ~ NELSON & POPE ~ ~nwY-Eg~E- DWN. BY: DE4~N. ~f: 8dR J DATE, 1/17/01~ ac~ No.,00026 pROP RES. FFL=36'5 ~-- % PROP / RES. FFL=37.0 PROP --~.... pROP RES. PROp FFL=37.0 , -57- =36.5 ,~ -, ,-=-~ ~/~ ~ .,~ ._~ ~--~___10-1~_ , / RES. PROP PROP RES. .~-~-~ R=255 ~ / FFL=36.5 RES. RES. ~_~ FFL=57.( CU~R ~ /~ ~ ~ ~ ~ ~ ~ / FFL=56.0 'L=36 PROP ~K ~ ~ ~" ' , ~/~ / ~--~ ~ ~ X PROP ~ ~ ~ RES. FF~.5 ~ RES. / ~ I~ ~-- ~ ~ ~ k RES. ~ ~ FFL=37.0 - ~ rFL=36,5 / ~ / ~m ~ PROP ~ FFL=37.0 X / /I ~ R[S. ~. ~ ~ WATER ClRCULAnON ~ ~ ~ HARDSCAPE EDGE :?~[[J ~ I ~ I I I% I I I .... q~ER ~ R~~% ~'-. WATER CIRCdLATION ~ '~ ~ ~ '"~... FOUNTAIN 1 ,gO1 0 PROP RES. FFL=36.0 V PROP RES. RES. :36.0 (~ PROP RES. FFL=56.5 A PROP RES. ~ROP POND WATER CIRCULATION GAZEBO FOUNTAIN,, ~,, c~o PROP FALL~ h/ POND WATER CIRCULATION FOUNTAIN GRAPHIC SCALE ( IN FEET ) NOW/FORMERLY OF STASIUKIEWlCZ, HENRY & DEBORAH uO 0 uO .--' NOW/FORMERLY OF ZAHARA, CHARLES d. · deaN T. S /19°47'45" 273.68' E 0 0 0 40 0 5 BAY MAINTENANCE GARAGE FFL 55.0 TENNIS 30URTS EL: 50 ON WATER CIRCULAT ;OUNTAIN,, _,.~,,'.,_ ' 0 x' J ~ 49o56'35" W 400.00 2,010.62' 0 NOW/FORMERLY QUARTICELLI, dOHN & ISABEl DATE 16o PARTIAL ALIGNMENT PLAN FOR THE HERITAGE AT CUTCHOGUE CUTCHOGUE ~ NELSON & POPF ENGINEERS · SURVEYORS pROP (34) ~R~S. FFL- 36.0 PROP RES. FFL=36.0 PROP RES. 1.0% RES. FFL=36.0 35.5 + PROP RESt. FFL=36.5 PROP RES. FFL= 37.5 PROP RES. FFL=36.0 RES. :FL=36.5 RES. PROP RES. FFL=37.0 R=255' ) HAF CAPE EDGE pROP RES. FFL~36.5 +33 + NOW/FORMERLY OF DEMBROSKY, STANLEY dr. 4O NOW/FORMERLY OF BERTHA KURCZEWSKI PROP RES. FFL=36,0 PROP (~ RES. ~FL=36.0 30.3 :34)- PROP RES. FFL= 37.0 PR lES. ProP PROP RES. FFL=36.5 RES. FFL=36.5 RES. F RES. FFL:37.5 34.~ RES. FFL=36.0 prOP RES ,~ .31 + 33.0 + )PROP ;7.0 PROP RES, FFL=$6.~ PROP RES. FFL=36.0 PROP(~) 33.0+ 34.3 35.5+ . 1.07~ RES. PROP RES. ~EEI,.~--6.0 PROP RES, :L=37.0 FFL=36.5 PROP PROP RES. RES. PROP FFL=36,0 -- FFL=36.5 RES, (~) FFL=37.5 PROP RES. FFL=37.( ~/ATER CIRCULATION FOUNTAIN ,,I,, PROP ~ RES. PROP FFL=57.0 ('34 RES. WATERFOUNTAIN CIRCULATION GRAPHIC SCALE +35. (~ PROP RES. FFL=37.5 NOW/FORMERLY DEMBROSKY, STANLEY dr. PROP RES. PROP RES. FFL=36.5 PROP RES.'~'-. PROP RES. FFL=36.5 OF PROP RES. FFL=37.0 35. PROP RES. R=230' FFL=37.5 -- (~ RES. FFL=37.0 PROP RES. FFL=37.0 RES. F RES. FFL=36.0 NOW/FORMERLY OF'~ BARSALI, ALDO & LOUISE 35.5 NOW/FORMERLY OF SHELBY, PAUL M. & CONCETTA ( IN FEET ) 160 PARTIAL GRADING PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE ~ NELSON & POPE ENGINEER8 · SURVEYOR8 FILE No.: 1/17 1/17 ooc 33.0+ RES. ~J,.~3-- 6.0 RES. 1,9(})1 .5 RES. :36.0 + (~ PROP RES. FFL=,36.5 34.8 + NOW/FORMERLY OF Z^HARA, CHARLES J. & JEAN T. 27~ 68' ' E 3 BAY MAINTENANCE GARAGE FFL 35.0 EL: 0 0 ' 0 37.5~/ / 37.5 + ON WATER ClRCU :UUN/AIN,~-"---"' , , 53-~' WAT'EI:~CIR CU LATION FOIJNTAIN N 0 2,010.62' ,/ // NOW/FORMERLY OF STASIUKIEWlOZ, HENRY & DEBORAH 4O 0 GRAPHIC SCALE 180 ( 1i~ FEET ) 49o56'35" W NOW/FORMERLY QUARTICELLI, JOHN & ISABEl ,100.X330' PARTIAL GRADING PLAN FOR THE HERITAGE AT CUTCHOGUE DWN, BY~ DAI~ CUTCHOGUE '::'""":'"¥' '~" ;TJ~,,%,':'YYo."FY, j,2.;-,%=TY,,."F~2~,.'T_:¥%2 =,.,,,., ooo2,~ ~ NELSON & POPE ENGINEERS · SURVEYORS NOW/FORMERLY OF ESTATE OF FRANK MACHINCHICK I. II I0 NOW/FORMERLY OF WILLIAM M. BEEBE & WILLIAM F. HEANEY ~ S fl 9°56'55 ~- 221.fl7' AD#15 25.8 -,% PROP RES. FFL=34.5 LP12 LP13 o'~LPll 40 PRop ~_..~S. FF'L~$7.0 AD#4 pB, OP DROp 1.0% PROP RES. FFL=36.5 51°13'55" E AD MH#6 PROP RES. FFL=57.5 DA-2 PROP PROP RES, RES. 3e ® RES. (28 OIL AND GRI SEPERATOR PROP RES, FFL=36.0 (,32)- LP17 PROP FFL=36.0 pROP RES. FFL~-36.5 PROP RES. FFL=38.0 OIL SEPERATOR ,- PROP RES. FFL=37.5 LP18 LP19 LP20 PROP RES. FFL=36.0 MAIN %PROP PROP LP6 ~RES. ~ES. FFL'=55.5 NOW/FORMERLY OF HIGHLAND ROAD CORP. & MOHRING RT. PROP RES. FFL=37.5 PROP RES. FFL=37.5 PROp RES. 37.5 83) GI~APHIC SCALE ( ~ FEET ) (32 \ \ / 33.9 AD#1 COOK, DAWD "~ DONNA M.' PRop R~s. 5 PROP RES. FFL=37.5 pROP NOW/FORMERLY-~OF- DIVINEY, FRANCIS d. & MARIE C. DATE PARTIAL DRAINAGE AND UTILITY PLAN THE HERITAGE~T CUTCHOGUE CUTCHOGUE FFL pROP FiLE No., RE FFL=, ~ NELSON & POPE ooo~.~' ENGINEERS · ~-~RV~--~--'O-'~-- ~(30)= ~ ~ ~ t LP17 prOP PrOP RES. 52.5 FFL=56.0 PROP FFL=,36.5 PROP RES. FFL=36.0 RES. FFL=36.5 RES. FFL=57.0 OIL AND GRIT SEPERATOR )GS#7 pROP RES. FFL=36.5 CB#28 G 33.0 ',\oGAD#7 33.5 NOW/FORMERLY OF DEMBROSKY, STANLEY dr. PROP RES, FFL=56.0 NOW/FORMERLY OF BERTHA KURCZEWSKI O 29.0 ',34) ~ LP22 LP23 PROP RES. :FL=36.0 PROP I RES. 1.0% R=32 G 32.5 PROP RES. FFL=57.0 PROP c8#17 RES. G FFL=$6.0 PROP ~ FFL=56.5 (34) PROP RES. FFL=36.5 {ES. PROP RES. FFL=36.0 ProP P~ RES. FFL='~-36.5 LP28 LP29 LP$O PROP RES. FFL=37.5 RES. FFL=56.5 PROP RES. R=255' FFL=57.5 ,PE EDGE /\ PROP RES. PROP FFL=57,0 RES. ~/ATER CIRCULATION FOUNTAIN ,,:/ PROP pROP RES. FFL=57.0 FFL-37.5 ~) RES. FFL=36.5 oG$~4 PROP PROP RES. RES. FFL=36.0 ¢) FFL=56.5 PROP (~ RES, FFL=37,0 PROP RES. FFL=37. RES, FFL=36.5 ©l1 OIL AND o~ ,i~ SEPERATOR PROP RES, =36.5 WATER CIRCULATION FOUNTAIN ~ OIL AND GRIT SEPERATOR __~o¢s#9 25' PROP RES. FFL=37.5 PROP RES. FFL=57,¢ PROP RES, FFL=$6.5 PROP RES. FFL=37.5 PROP RES, FFL=37.0 R=230' RES. FFL=.37.5 NOW/FORMERLY OF DEMBROSKY, STANLEY JR. PROP --FL=37.0 PROP RES. FFL=36.5 (34) RES. FFL=36.; RES. FFL=56.O ) NOW/FORMERLY 0 F'F'F'F'~ BARSALI, ALDO & LOUISE PROP RES. FFL=37.0 A AD#g RES, FFL=37.0 NOW/FORMERLY OF SHELBY, PAUL M. & CONCETTA GRAPHIC SCALE ( IN FEET ) PAFmAL DRAINAGE AND UTILITY PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE 0OO2~ ~ NELSON & POPE ~ ~-.w-~- CADD- OOO26~F~ LP29 LP$O LP31 LP32 RES, DA-4 RES. RES. =56.0 OIL AND ~ - S£PERATOR ~PROP RES. FFL=36.5 :IRCULATION 3ROP OAZEBO /AULT -- 40 OPM PUMP~ND FLOAT TO MA~qTAIN LEVEE IN PONDS BOTTOM OF,,?.EOND EL: 23,0 OIL AND GRIT SEPERATOR WATER FOUNTAIN,,: ,, H.W. EL: 30.0 S,W. EL'. 26.0 BOTTOM EL: CB#46, 33.0 3 BAY MAINTENANCE GARAGE FFL 35.0 EL: u~ 0 N (35) ~ '~ 49°56'35'' · -,....~.~.. ...~- ......,, ...,,.. ~ _w~,~.~^~,, -... ~ -,, S~.,A.'--.,,, '--,.. ~: ~ J '-. '"'"-.....,~.~.~...... '"".~ ;;'". '"'"'-. '-.~X~S~N B~'-. -- ~ j~ -. -..... ,~;~..j'--....."---~,~ .-. ~....... ...~,......'-........-),.... ~ ~ '"'- '""-"~':~-~'"'"-'"'"'-"'"'- '"'~",'"' 6~--.'"'"--."'"--.,. * - --....,..~--..,.,..~--...,.,..~ ~..,...-............. r',-. -. '---. '--.. "-,. ~ -'---.. "--. '--.., '--- ~ ?. '"',-. '"',., ""- '-, ~~..,,..~..........'- "-~~'--.... "--.... '--, "---~-,,..~ .f~)-,..., "--.,, '~ i : ' ['""~-" ~ ...~.....,~,~..~..-.... /'--..., .~ '-~ -. j ~.~ '-.. ~-~.~ ~ '~'"'-- '"'---~"---- I ~ DA-6 , < '"- ' '"' ' ~ 2,010 62' ~ NOW/FORMERLY OF / NOW/FORMERLY STASIUKIEWIOZ, QUARTIOELLI, HENRY ~ DEBORAH JOHN A ISABEl GRAPHIC SCALE 40 0 20 40 BO 160 ( IN FEET ) PARTIAL DRAINAGE AND UTILITY PLAN THE HERITAGE AT CUTCHOGUE CUTCHOGUE 0 0 o ~ NELSON & POPE RdB NO I I::: GRAPHIC SCALE 100 2~0 THESE PLANS ARE AN INS'ffiUM~T OF SE~VICE AND ARE THE PROPER~Y OF NELSON & POPE. UNAU'~'IORIZED ALI'ERATIONS OR ADDI~ION$ TO THESE OOCUMENTS ARE A ~.'lOLAllON OF SEC'lION 7209 OF THE NEW YORK STA~E EDUCAtiON LAW, INFRINGEMENTS 1MLL BE PROSECUTED. HAAN\ 40O GENERAL NOTES: 150' SANITARY RADIUS FEOM CEN'IER OF WA~cE WELL (rm~CAL FOR 0) 1. THERE ARE NO EXISTING BUILDINGS LOCATED ON THE PROJECT SITE. 2. THERE ARE NO WETLANDS LOCATED ON TIrE PROJECT SITE, BASED ON INFORMATION FROM THE U.S. FISH AND WILDLIFE SERVICE - WETLANDS INVENTORY SOUTHOLD QUAD SHEET AND NEW YORK STATE DEPT. OF ENVIRONMENTAL CONSERVATION FRESH WATER WETLANDS.. 3. THERE ARE NO FLOOD PRONE AREAS LOCATED ON THE PROJECT SITE, BASED ON DATA FROM FEMA Q3 FLOOD DATA DISC 20 .- NEW YORK EAST, SEPTEIvIBER 1996. 4. THE FOLLOWING SOILS ARE LOCATED ON THE PROJECT SITE BASED ON DATA FROM THE U.S. DEPT. OF AGRICULTURE, NATURAL RESOURCES CONSERVATION SERVICE: (HaA) - HAVEN LOAM, 0 TO 2% SLOPES (HaB) - HAVEN LOAM, 2 TO 6% SLOPES (PIC) - PLYMOUTH LOAMY SAND, 8 TO 15% SLOPES (RdB) - R1VEKHEAD SANDY LOAM, 3 TO 8% S,LOPES 5. THE PROJECT SITE IS CONSIDERED TO BE WITHIN AN ARCHEOLOGICAL AND HISTORICALLY SENSITIVE AREA BASED ON DATA FROM THE NEW YORK STATE HiSTORIC PRESEVATION OFFICE.. 6. METES & BOUNDS, ADJACENT PROPERTY OWNER INFORMATION, AND LOCATION OF EXISTING PRIVATE WATER WELLS OBTAINED FROM PLANS BY HENDERSON & BODWELL CONSULTING ENGINEERS, DATED 7-24-1987. w / SOIL SUITABILITY NOTES: (EXCERPTS TAKEN FROM SUFFOLK COUNTY, NY SOIL SURVEY) J.. (HaA) HAVEN LOAM, 0 TO 2% SLOPES - THIS SOIL IS WELL SUITED TO ALL CROPS COMMONLY GROWN IN THE COUNTY. BECAUSE OF THE NEARLY LEVEL SLOPE AND EASE OF EXCAVATION, MOS']' AREAS OF THiS SOIL IN THE WESTERN PART OF THE COUNTY ARJE; BEING USED FOR HOUSING DEVELOPMENTS AND INDUSTRIAL PARKS. CAPABILITY UNIT I-1; WOODLAND SUITABILITY GROUP 3ol. 2. (HaB) HAVEN LOAM, 2 TO 6% SLOPES - THIS SOIL IS WELL SUITED TO ALL CROPS COMMONLY GROWN IN THE COUNTY. IT IS GENERALLY FARMED THE SAME AS ADJOINING AREAS OF NEARLY LEVEL SOILS. MOST AREAS IN THE WESTERN PART OF THE COUNTY ARE USED FOR HOUSING DEVELOPMENTS. CAPABILITY UNIT II¢-l; WOODLAND SUITABILITY GROUP 3ol. 3. (PIC) PLYMOUTH LOAMY SAND, 8 TO 15% SLOPES - THIS SOIL IS NOT WELL SUITED TO CROPS COMMONLY GROWN IN THE COUNTY. MOST OF THIS SOIL IS WOODED. SMALL ACREAGES ARE CLEARED AND ARE FARMED WITH ADJOINING AREAS OF LEVEL OR GENTLY SLOPING SOILS. SUCH AREAS ARE USED MAINLY FOR GROWING GRASSES, BUT SOME AREAS ARE IDLE. EXTENSIVE EXCAVATING IS NOT NEEDED, SOME AREAS ARE USED FOR ESTATE-TYPE HOUSING DEVELOPMENTS. CAPABILITY UNIT IVs-1; WOODLAND SUITABILITY GR~OUP 401. 4. (RdB) RIVERHEAD SANDY LOAM, 3 TO 8% SLOPES ~ THIS SOIL IS WELL SUITED TO ALL CROPS COMMONEY GROWN IN THE COUNTY, AND IT IS USED MAINLY FOR THiIS PURPOSE. MOST AREAS IN THE WESTERN PART OF THE COUNTY, HOWEVER, ARE USED FOR HOUSING DEVELOPMENTS AND AS INDUSTRIAL SITES. CAPABILITY UNIT IIe-2; WOODLAND SUITABILITY GROUP 3ol. 400.~00' ~ DENOIE8 AREA8 EOUAL TO OR ORD~ I ea~ 'H-lAN 15Z 8LOf~ (AS Bi= F :IMINm~ BY U.8. DA.i'h Of: A(~IOULll.ItE) RESOURCES AND SITE ANALY818 THE HERITAGE AT CUTCHOGUE CUTCHOGUE NELSON & POPE ENGINEERS · SURVEYORS DWN. BY: RIGHT-OF-WAY WIDTH FE PAVEMENT WIDTH CENTER OF RtGHT-OF-WAY 4" CROWN FOR PAVEMENT ~ WIDTHS 25' - 30' SEE DETAIL 'A' TYPICAL CONCRETE CURE TOPSOIL AND SEED ' ASPH.~LTIC dON~RETE- TYPE OFFSET MEASURED DRAINAGE MANHOLE GRADE VARIES NOT TO SCALE O" I.D. 9" FOR 72" Ti) 90' J.D. -ASPHALTIC CONCRETE WEARING COARSE -ASPHALTIC CONCRETE BJNDER COURSE STONE BLEND EASE COURSE STABILIZED SOIL BASE TOPSOIL AND SEED RESIDENTIAL ROADS COMMERCLN- ROADS PAVEMENT SECTION MINIMUM THICKNESS) (MINIMUM THICKNESS) NOT~ SEE TABLE 'A' - ROADWAY TABLE OF ADDmON~. INFORMAllON TYPICAL ROAD SECTION NET TD SCALE 8'-0" MIN./IO'-O" MAX. LI VARIABLE A 3000000 i O0 II II PLAN VIEW SUFFOLK COUNTY STANDARD CURB FRAME & GRATE, FRAME - TYPE 2, PATTERN ~2605 NON-MOUNTABLE CURB BOX (7-1-7) GALVANIZED RETICULINE GRATE WITH LOCK - PATTERN ~2605 A SECTION A-A STANDARD CURB INLET STRUCTURE NDTES, (NDT TD SCALE> l, ALL CONCRETE TO BE 4,000 P,S.I, A] BB BAYS, 2, PROVIDE PIPE OPENINGS AS REQUIRED. 3, ADDITIONAL INLETS TD BE SPACED 5' APART.  WHERE NOT ALONG CURB, -.~ STRIPE, r--"HANDICAP PARKING ONLY" SIGN (TYPICAL). 2' SETBACK (SEE DETAIL ~"IIS SHEET) TO SIGN t CURB. STANDARD PARKING AREA STRIPING AND ALIGNMENT DETAIL BROOM FINISH ~. SAND AND GRAVEL PERPENDICUL&R TO SLOPE /oo~ .ORMAL WATER'o LEVEL: . '°. o . ' ' ' ' °" . · "o · "" '"' · o " '" ~-- 30 MIL P.VC, UNER ~l' WJg~ CONC~E TYPICAL POND DETAIL  /k NOT TO SCALE TOPSOIL DETAIL 'A' STATIC WATER LEVEL: 20.0 12'--0" MIN./15'--O" MAX, PLAN LINE ~' SECTION B B .u.~.~ .. . REINFORCED WELDED WIRE MESH. 6"x6" -#6x#6 SECTION A-A 3D MIL PVC UNER OR BENTONITE CLAy UNER EXCAVATE TO SUITABLE LEACHING MATERIAL SAND AND GRAVEL NOT TO SCALE NOTES: 1) IF STANDARD STALL IS ADJACENT TO HANDICAP HATCHED AISLE, THE STANDARD STALL IS PENMITIED TO BE 8' IN WIDTH; OTHENWISE ALL STALLS SHALL BE 9' IN ~IDTH UNLESS NOTED ON PLAN. 2) ALL PARKING STALLS AND TRAFFIC MARRINGS SHALL RECEIVE TWO COATS OF AN ACCEPTABLE PAVEMENT MARKING PAINT, APPLIED TO A MINIMUM WET FILM TBICKNESS OF 15 MILS. 3)STANDARD PARKING STALL lINES SHALL BE WHIIE 4 INCH ~DE STRIPES. HANDICAPPED STALLS SHALL BE DEUNEATEO IN BLUE. ~) A HANDICAPPED PARKING SIGN (P~-GC) SHALL BE PROVIDED FOR EACH HANDICAPPED SPACE INSTAHFD. (SEE DETAIL THIS SHEET) 5) THE PAVEMENT MARKINGS SHALL BE MAINTAINED PERMANENTLy ON THE PAVEMENT SURFACE IN THE CONFIGURATION SHOWN ON THE APPROVED PLAN. TYPICAL POND SECTION NOT TO SCALE CONCRETE APRON & CONCRETE CURB ~_.~H[__~._/BELGIAN BLOCK (JUMBO) 1YPE N MORTAR JOINT SMOOT CONVEX FINISH (~PICAL) (NOT TO SCALE) NOTES~ 1. CURBS SHALL ~E SET TRUE TO LINE AND GRADE aN POURED CONCRETE FOUNDATION TB PROVIDE A FIRM AND UNIFDRM SEARING, ~, CURB DEPR~ESSED AT DRIVEWAYS 1~' MAXIMUM ASOVE FLOW LINE, PRVEHENT j RRMP J SECTION ~-A -Illil ..,I 1111 J ' ~f fAT 2U DAYS ON VIRGIN SI EWAL~"~bRB RAMP <" S;ECTIO~ B-~ '~' A"A A ~ rOOT, NS BELGIAN BLOCK CURBING DETAIL ,~ ~ NOT TO SCALE 8LOCK (JUMBO) /', / '*/ ., / LINE AT DRIVEWAY DETAIL DETAIL 'A'~ 1/2' x 3 5/~-" PRE. MOLDED BITUMINOUS EXPANSION ~OINT SECTION DETAIL 'B' -DETAIL CONTRACTION (CONTROL) JOINT '~10 EW.~,LK' PLAN · ' '- .*.,' , ~-~'~ 4." POURED CONCRETE o. -. ',- 6 STABIUZED SOIL BASE COURSE, NYS ITEM 1011, MATERIAL C OR APPROVED EQUAL ON-SITE AND VILLAGE R.O.W. CONCRETE SIDEWALK DETAIL NOTE: CONTROL dOINTS EVERY EXPANSION JOINTS EVERy 20'-0" ALL CONCRE3E TO BE 4000 PSI -- AIR ENTRAINED SITE DETAIL8 THE HERITAGE AT CUTCHOGUE CONCRETE CURB NUT TO SCALE CORNER SIDEWALK CURB RAMP CUTCHOGUE ~ NELSON & POPE ENGINEERE~ · SURVEYORS Bi', Elizabeth Neville Southold Town Clerk 53095 Main Road Southold, NY 11971 Dear Ms. Neville: 800 Crown Land Lane Cutchogue, NY 11935 May 18, 2007 RECEIVED MAY 2 3 2007 Clerk Enclosed, please find a copy of a letter that I sent to all members of the Town Board. Would you please include it in the Heritage Condo file? Thank you. Sincerely, Barbara McAdam I think we ail agree that the North Fork is a unique place to live, and Cutchogue is one of the jewels in its crown of appeai. Have we learned no lessons fi.om the rest of Long Island about the urgency of preserving what little rural character we have left here? We are a tourist destination and we are tiny. We ail know that our population doubles during the summer, particularly on weekends. Just try to drive anywhere near Main Road. Making a left turn onto Main Road is nearly impossible: the shoppers at the many locai farm stands and wineries, travelers to Greenport as a destination, or a fair or festivai on Cutchogue's Village Green make most roads impassable. So now the Town of Southold wants to exacerbate the problem by adding 139 units of condominiums smack in the center of Cutchogue! If we consider two cars per unit along with the vehicles that will be driven by staffto maintain the complex, an additional 300 ears will become part of the already existent gridloek on a daily basis. One "brainstorm" to funnel flail'lC away from Cutchogue's hamlet center at Main Road is to cut two access points from Bridle Court and Spur Road onto Highland Road, thus dumping a constant caravan of vehicles into an established residentiai area of 60 homes. This might seem wise from a planner's perspective on paper; for already existing neighborhoods this will be catastrophic. Let's look at the human factor. Fifty children of ail ages live and play here. Imagine how that will change: a steady flow of cars, trucks, motorcycles and their occupants wh~?~Jng by ail day long where once only residents of this nc!ghborhood drove. Let's face it - everyone driving through this part of Cutchogue will be using the new "shortcut" that will take them ail the way to Depot Lane heading eastward and onto Main Road at Crown Land Lane heading west. Residents of Griffing Street, Depot Lane and Schoolhouse Lane will aiso be directly impacted. And since shortcuts are meant to save time, how fast will these cars be going? Also consider the construction phase of this project: the years of beavy construction vehicles plodding down our streets in a steady stream of noise and air pollution. Heaith and safety spell quality of life! By itself, the traffic issue is a clear signal that this type of development is ail wrong, not only for Cutchogue, but for the whole area we so cherish. None of us moved here in the hope that we would become another Miracle Mile, Sunrise or Nesconset Highway, Route 109 or Route 58 - ail shining examples of suburban blight that results fi.om lack of vision and a Master Plan. Let's not become like the good people of Orient - embroiled in a series of lawsuits and controversy bemuse no one was planning over a decade ago for the ferry mffiic fiaac0. Our North Fork neighbors can i0stmct ~ well; !0t's us~ our heads as planners and good stewards of the land. Reject .~.'.s ~gdo project. D~n't let ~Cutcbogue suffer for Southold's lack ora Master Plan. TO: COPY: COPY; PLANNIN~ BOARD MEMBERS TOWN BOARD MEMBERS TOWN CLERK Monday, May ~.4, :>007 RECEIVED ,]'eri Woodhouse George Solomon ~Toseph L. Townsend Kenneth L. Edwards Martin H. SJdor ~A¥ 2 3 2007 Southold Town Clerk Scott Russsell Louisa P. Evans William P. Edwards Thomas H. Wickham Daniel C. Ross Albert ,T. Krupski, ~Tr. Elizabeth A. Neville FROM; ,Tulia H. Rapuano Monday, May 14, 2007 TO: PLANNING BOARD MEMBERS .Teri Woodhouse George Solomon .Toseph L. Townsend Kenneth L. Edwards Martin H. Sidor FROM: 5UB~TECT: .Tulle Rapuano 1140 Crown Land Lane Cutchogue THE HERITAGE - HAMLET OF CUTCHOGUE WHAT'5 GOOD? NOTHZNGI Are the PROPOSEb condo's moving forward or does it just appear that way. It's so upsetting to see the destruction of land that is full of what? We are talking about 47 acres! Has anyone with knowledge like a botanist actually been in the field of trees (comment by Mr. Trezza, Suffolk Times, April lC)th 2007) to do o report, to the powers that be, of our numerous concerns beside traffic! I am sure the neighborhood of Crown Land and Highland would rather look at trees, wildlife and even weeds than homes on quarter acre zoning. And this same neighborhood does not want Spur Road and Bridle Court opened at all! Emergency or otherwise. Mrs. Barbara McAdam brought this issue to the table via Letter to the Editor, Suffolk Times, ~Tanuary 18, 2007. The in-depth explanation of impact on our town is clear and detailed and should be read by oil. WATER - The residents of Crown Land Lane, Highland Rood and Bridle Court addressed the water issue and outlined the horrible impact in a letter to Scott Russell in March 2007. Mrs. Lisa Tettelboch reported about the severity of the problem a second time in her letter to the Editor and published in the Suffolk Times April 26, 2007. This also should be read by all. DENSITY - A comment was made at a private meeting - here it is: This will be an over 55 community. Most of the people that will live here will winter some place else. Now, this is not a quote but the context is accurate. I am still laughing because who cares about winter? It is summer that's the problem. Further, the winter furlough is maybe 3 - 4 months. So here is the scenario: our children are home from school, our local weekenders are living full swing, and there is not a rental to be hod. We now have more homes filled with residents (if they get sold - please look at the current market) that will cause the traffic to quadruple, further pollute our beaches, clog the sewers, add to our water quality issues and what about the additional chemicals and pesticides for lawn maintenance. Try to exit Crown Land Lane now! When there is a festival or fair forget about leaving home. There are times now when I cannot get to Riverhead is less than an hour. Heaven forbid we need to access a hospital - better call 9tZ. Money is not everything - to us anyway. It is more important to maintain a quality of life that is fading. Our children, our seniors, our pets, wildlife, and vegetation - all contribute to our life on this planet. If we destroy the little we have left we will eventually destroy ourselves.