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HomeMy WebLinkAboutLaurel LinksLe.,s o, E Lot 25 DRAINAGE EASEMENT '1 I I I I R=25.0~ R=25.0.0, R=2B;09, ~o~ : R=25.09~ R=25.00 ~L=25.06' N 18'42'00# W PARCEL ~ AREA = 32556 S.F. ~' OR 0.75 ACRE ~ now or formerl Frank E.d Corlin 5 18q$' O" E 9.OT OPEN SPACE PARCEL D AREA = 80112 S.F. OR 1.84 ACRES 30 GOLF COURSE MAINTENANCE AREA =_104108 or 2.39 ACRES Subdivision-"Section 1 ofProperty of GeorgeJ Tuthill & Others" LOCATION MAP i ,.o~; ego ~L. [ Yo~.g & Young, £a~d $~mveyors County Mop No. 861 * LAUREL E1NKS .~ ~1~ I GOLF COURSE Kenneth Denston & Normo Denston _ Domfn,qk Pedni & Winlfred Perini now or,~,,,,=rly ~ ' ': , ,; , , AREA = 160.16 ACRES Kcthleen RaiNy , .,.:. .t .:, , . NEW PON~ ~ 30.523 sq.ft. ' ;~,~C°w 40.542 sq.ft. ~0' z 8 .- ~ D~ZNAGE EASEMEN~ 2 , 30,907 sq.fL I 4 .... ' 37,018 sq.ft. ~N " NE F x ~o~ POND i OPEN SPACE 5 ~ 1 7 ~ ~ o~- w Sl~ DATA AREA = 15.81 ACRES G b 29,484 sq.ft. ~ - ~ ~' AREA-= 222.85 ACRES C.& , - -2/ ¢~ ~' AREA OF OPEN SPACE P~CEL A = 15.81 ACRES 2 I 30,885 2 ' 3 20 I 9 " ..~.. . LENG~ OF ROADS = 52B6 L.F. ' 34.225 sq.ft. ., 30,046 sq.ft. --, 29,949 sq.ft. 29.015 sq.ft. ,_ _-- _--- --c ~ .-' ' -- - - - -- 122' "' ~ ENGINEER'S CER~FICA~ON NE~ POND : , ~ , ~_ ..... AREA 20.0015 ACRES JOHN SCHNURR, N.Y.S. LS. NO. 49517 _~ ~ L=295.[ o~ '_:~ HOWARD W. ~OUN~, N.~.~ US. NO. ~Sg3 ~ JAN 2 6 2808 R[~RHEAD, NEW YORK * /"o, ' LAUREL LINKS At Mottituck, Town of Southold ' Suffolk County, New York , : '~ j.,~ ~ ~ '~ J ,, - , :, S~bdlvimon ~ I Laurel Country Estates" ~ Lot 4~ ,-~ ~ - Suffolk Count~Mop '" " ~ ~' ~ .... ~-- ' ' ' '- C ~ ':"-': '- : - ' , t , ~/ hi ' : -"-'' - 1 ~ %::--=-" -F DP~4INA6E EASEME. NT F AREA -- ~.¢. OPE AREA = 80112 S.FJOR 1J ACRES' COuRse ARE~. or ACRES ",, 22 Subd;vision - "Section 1 of Property of George d Tuthill & Others" ,,,"Lot 25 -,,, Monuel Vdokokes ~Y l 31,31b 31,314 ? Suffolk County Map No. 861 Lot 76 / ' Slewart I .- .... ,, 50 CE~,, POND . . 4~ "- WL~25 ' 28 9 /' \,, 30.%~¢ ~r.,,,,,- ,,,,. , '~ , ';oz~,,q.~.' · -" ' '~' 0~, '~- 30.9 sq.ft. '-. .... .. OPEN PARCEL A ,-' .~REA = 15.81 ACR~ 3 O. L~t21 '~q. ft. / 3o 8,~ - .' 29,94~t ~.~. 0 .ft. H sq.ft. .... - : 3~ ~ . ~ ..... -. , ; ,., ~ . X. : ..... ', '-.. [ now 0¢ foEmedy \ /' [ -now ~r formerly ' ' '" Kenneth Densto~.....__ ~",N or m .,' ,,---D&m in~ck,, P&rni I," , now s t~'~0" E ', -~--' ~ '" ....... -" ' ~'. / ,, "- -", " ' "- " / :' '" ...... " ' C~n::-: l~ ~- D~INAGE EASEMENT. "" ' ;. ,- ~ ...... :: ................ , POND ' ' r - ~ ~. ~ ............. , ~ -~ ~ ' ,,, ~ ,-' _--' sd. fl ~ 'I -' -'-:'~ .... " -' 28,666 -/ [ -- ~ ~- ~' " ~r' /," _ ~-~ I ./ 4 "...- ~>.~e -_ __- . ,' ,, / J LOCATION MAP Lot JO ,_~PA CE -. ...... AREA .> Lot 4-5 ? T/ri Lot 5.3 L LAUREL LINKS J DRAINAGE POND ~L~ TRIBUTARY AREA J STORAGE VOLUME CALCULA~ON STORM WATER 35482 SF + 45922 SF] LEACHING FIELD 1 I RAINFALL 2/12 EFFECTIVE STORM WATER STORAGE VOLUME CALCULATION c v (c.x.) COEFFICIENT Of RUNOFF VOLUME 2158 21 89 LEACHING FIELD 2 TRIBUTARY AREA 7300 (1) 10' ~IA. x J STORAGE VOLUME CALCULATION STORM WATER 8' EFFECTIVE DEPTH Pools 547 I LEACHINO ~ELD ~ (~) ~o' DIA. 3 STORM WATER STORAGE VOLUME CALCULATION LEACHING FIELD 4 TRIBUTARY AREA x 5' STORM WATER STORAGE VOLUME CALCULATION EFFECTIVE DEPTH POOLS J LEACHING FIELD 5 L~i (1)10' DIA- I STORM WATER STORAGE VOLUME CALCULATION ~ P~) c v(c.p.) ~AINFALL 88E~IENTS?~UNDP~ VOtUM~ 2/12 O 20 670 Let S [' Lot 4 Young & Young, Land S~zrveyors 400 Osfra~der Avenue, BiYerhegd, Ye~o York 5~6-727-2303 Alden W Young, P.E. & L.$. (~B08-~994) lO0 20O LEGEND LEACHING FIELD LEACHING FrELD NUM8ER SITE DATA AREA = 222.85' ACRES AREA OF OPEN SPACE PARCEL A = 15.81 ACRES AREA OF OPEN SPACE PARCEL B ~ 16.S3 ACRES AREA OF OPEN SPACE PARCEL ~ = 0.75 ACRE AREA OF OPEN SPACE PARCEL D = 1,B¢ ACRES · TOTAL AREA Of OPEN SPACE = 38.49 ACRES · ENGINEER'S CERTIFICATION · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH ~E STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OP HEALTH SERVICES. HOWARD W. YOUNG, N.Y.S, L.S. NO. A589 r THOMAS C. WOLPERT, N.Y.S P.E. NO. 61 SURVEYOR'S CERTIFICATION · THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND BOUNDARY SURVEY PREPARED BY US IN SEP~MBER 1999. 'JOHN SCHNURR, N.'~S. L~S. OWNER LAUREL UNKS, LTD. C/O CHARLES CUDD~ ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 SUBDIVISION MAP LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 128 07 1000 125 04 2~.1 1000 125 04 21 1000 12S 03 13 1000 125 03 15 PRELIMINARY PLAT J ROAD & DRAINAGE MAP PREPARED SCALE 1' = 100' JOB NO, 97-0717 JAN. 19, 2000 OCT. 15, 1999 0F4 R LINE PROFILE ROAD 'A' - [STATION 10+00 TO 28+00] DATUM ELEV 5 O0 / / / / / / / / 10+00 11+00 PI STA = 11+00 P[ ELEV = 1711 CATCH BASIN STA = 10+58,95 TO = 15.48 JE 11.50 STA = 15+001 ELEV = 25.40 K = 46.62 ~sCTA TCH BASIN 10+59.95 li;'---- 111.%;8 _ 12+00 13+00 CATCH BASIN STA = 12+76 TG -- 23,20 16,72 CATCH BASIN STA = 12+75 TG = 25.20 CATCH BASIN STA = 14+10 TG = 26.50 IE = 22 50 LEACHING FIELD 2 STA = 15+65 TO = 26.00 14+00 15+00 STA = 15+00l ELEV = 29 40 K = 55.71 0.60% / CATCH BAS~ TO = 29.17 16+00 17+00 18+00 19+00 PI 8TA = 19+00 PI ELEV = 81 80 HIGH POINT ELEV = 51.72 HIGH POINT STA = 19+00 K = 4%67 EXISTING GRADE ~ F1NISHED GRADE 20+ O0 21+00 22+00 23+ O0 Pi STA = 2~+00 PI ELEV = 29,40 LOW POINT ELEV = 29 47 LOW POINT ST^ -- 25+00 K = 41.67 -_q HicHPI STA = 27+00 PI ELEV: 51.80 HIGH POINT ELEV : .31 72 POINT STA = 27+00 K = 41 67 MANHOLE ~STA = 25+50 ITC = SO 80 247' OF 19" @ 0.500% 275' OF 19" ~ 0.500~ I CATCH BASIN STA = 23+00 TG = 2864 LiE = 24.78 CATCH BASIN STA = 23+00 °/° ° 24+00 25+00 26+00 27+00 STA = 28+28 20 ELEV = 51 05 I MANHOLE STA = 28+27 58 TC = .30.99 16 = 26.12 N lIE = 22.16 ~d 28+00 29+00 28+28.20 CL " ' -TER LINE PROFILE ROAD 'A' - STA = 28+26.20 MANHOLE STA = 26+27.58 TO = 50.99 ~E = 26.12 N IE = 22.16 E,S 28+00 28+28.2O [STATION 28+00 TO 34+27.48'1 MANHOLE iTC = 28.63 IE = 20.80 6O% 105' OF 18" @ 0,500~. CATCH BASIN STA = 50+00 TO = 29,17 IE = 24,43 W 21.~2 N,S CATCH BASIN STA = 30+00 TO = 29.17 IE = 24.79 CATCH BAS~ S/A = 35+00 TG = 27.37 IE = 28.37 CATCH BASIN' STA = 55+00 TG = 27.37 29+00 30+00 3~ +00 32+00 PI STA = 86+00 PI ELEV = 26,40 LOW POINT ELEV = 26.47 LOW POINT STA = 56+00 K = 41.87 MANHOLE STA = 54+50 = 26 77 29+48.71 CATCH BASIN STA - 36+00 TG = 25 64 iE = 21 84 CATCH BASIN STA = 56+00 33+00 54+00 35+00 56+00 36+51.17 37+00 EXISTING GRADE MANHOLE MANHOLE STA 36+00 TC = 26 77 0.60% 200' OF 18" © 38+00 39+00 40+00 CATCH BASIN STA ~ 40+00 T6 -- 27 97 IE = 25 61 ~ FINISHED GRADE AT~HAoB+Ao~IN Ti?EoT= 27.97 = 25.97 4t+00 42+00 ISTA = 43+27,4,E ELEV = 31,27 43+00 43+27.48 CENTEN LINE PROFILE ROAD 'B' STA: j 0+00 ELEV: 31.03 0.6( CATCH BASIN STA = 0+23,54 TG = 30.47 fE = 26,47 DATUM ELEV 20 O~ 0+00 1+00 PI STA = 2+00 PI ELEV = 52.25 HIGH POINT ELEV = 32.15 K = 40,82 HtDH POINT STA = 1+99.49 2+00 EXIS~NG GRADE FINISHED GRADE ' CATCH BASIN STA = 4+75.0O TG ~ 29,64- IE 2584 3+00 4+00 5+00 5+07.3, TER LINE ROFILE ROAD 'C' DATUM E~EV 15. O0 STA: 0+00 BEV: ~ · EXIS*RNG GRADE MANHOLE STA = 0+16.90 TC = 26.45 iE = 20.90 E 0+00 1+00 2+00 -0.60~ CATCH BASIN~ STA = 3+00 CATCH BASIN STA = 5+00 TG = 24.08 IE = 19,72 W MANHOLE STA = 4+74.26 = 28.53 IE = 16.55 (~ CATCH BASIN STA = 6+43.75 TO = 22.07 IE = 1807 CATCH BASIN STA = 6+43.75 TG = 22.07 IE = 17,71 S IE = 16.04 E,W PI STA = 6+50 PI ELEV ~- 22.81 LOW POINT ELEV = 2Z90 LOW POINT STA = 6+43.75 K = 31.25 3+OO 4+00 5+00 160' 0F'18" ~ 0.306~, 6+bo 7+00 MANHOLE STA = 6+84.02 TC= 23.15 IE = 15.92 1.00% FINISHED GRADE 8+00 9+00 9+65.05 & Young, Land Surveyors 400 Ostrander Avenue, Riverheac~ Netu York 11901 5~6-727-2303 LEGEND LEACHING FIELD LEACHING FIELD NUMBER STORM SEWER NUMBER ENGINEER'S CERTIFICATION · THE WATER SUPPLy AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WHTI THE STANDARDS AND REQUIREMENTS OF SURVEYOR'S CERTIFICATION · THIS MAP WAS PREPARED EROM TOPOGRAPHICAL SURVEY AND- BOUNDARy S~RVEY PREPARED BY US IN ,SEP:fEMB~ 1999. JOHN SCHNURR, HOWARD W. YOUNG, N.Y.S. LB. NO, 45693 OWNER LAUREL LINKS, LTD. C/O CHARLES CUDDY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 SUBDIVISION MAP LAUREL LINKS At Mottituck, Town of Southold Suffolk County, New York 1000 126 1000 125 1000 125 1000 125 1000 1~5 07 04 24.1 04 21 03 13 03 t5 Block 03 Lot 17 PRELIMINARY PLAT [ DETAILS & PROFILES JAN. 19, 2000 MAP PREPARED 0C% 15, 1999 SCALE AS SHOWN dOB NO. 97--0717 0F 4 GRASSEY DRIVE SECTION (EMERGENCY ACCESS) NTS Young & Young, Land Surveyors 400 O~tr~der Avenue, Riverhe~d, Ne~, York 11901 UNE '% ROAD SECTION 'i UNE N.T$ .I I CENTER 28' OF 18" LINE PIPE PROFILE PART OF STORM SEWER NUMBER 1 HORIZONTAL SCALE 1 inch = 50 ft I VERTICAL SCALE 1 inch = 5 ft. EXISTING GRADE MANHOLE 1+DB 13.50 FINISHED GRADE 102' OF CATCH BASIN STA = 0+00 TG = 15.48 DATUM ELEV -5. 00 [ 0+00 .EACHING FIELD 1 STA = 0+25,69 TC = 16 O0 Ie = 11.24 LEACHING FIELD 1 STA = B+25.69 TC = 1550 1+00 2+00 END BECKON STA = 5+27,50 IE = 9,00 3+00 4+00 I CONCRETE HEADER CURB& PAVEMENT STS. t STorM WATER LEACHING POOL STORM WATER LEACHING CATCH BASIN N.T S I F o" RBNFORCED PRECAST CONCRETE LEACHING RINGS TO TEST 4000 PSi CENTER LINE PIPE PROFILE PART OF STORM SEWER NUMBER 2 HORIZONTAL SCALE 1 inch = 50 ft I VERTICAL SCALE 1 inch = 5 ft I DATUM a O0 FINISHED GRADE -- EXISTING GRADE MANHOLE STA = 2+50.97 tC = 23.80 = 15.15 50' OF @ 0,306~ 0+00 1+00 2+00 END BECKON STA = 2+9~.85 IE = 15.00 SURFACE EL = fS. O0 [POND 3+00 3+55,62 LEGEND CATCH BAS_IN TYpE B MANHOLE NT, S I LEACHING FIELD LEACHING F[ELO NUMBER STORM SEWER NUMBER S~RUCTORe NUMBER 'ENGINEER'S CERqqFICATg)N: : · THE WA]~R SUPPLY AND S'EWAG~ DI~pOSAt FACIU~IES SHOWN HEI~EON COMPLY V~ITH THE STANDARDS AND REQUIREMENTS 0~- THE ~UFFOLK COUNT~ DEPARTMENT OF HEALTH SERVICES,  I~~ aA`RS AT 6' O.C. HbWARD W. YOUNg;: N.Y.S. L,S. NO. THOMAS C, WOLPERT, N.Y.S.P.E. NO. . SURVEYORtS cERTIFlCAI:tON ~ ~: c.I. FR.~E & CO'~- CA~PBE3J- t ]~iS ~ S PR~RARED FROM TO~OG~AP~iCA~ ~JEV~y AND ' , '-¢ · I : C/Q CHARLES :CUDD~, ESQ. RI~ERHEAD, NEW ¥0~K'1t901 SUBDIVISION MAP LAU'R:EL'. LI'N K S Al MotUtuck, Town Of SouthoId Suffolk County, New York . '[. PRELIMINARY PLAT % '[ DETA-fLS '& PROFILEs' I · - MAP PREPARE~ - --.' _ OCT. 15, t999 " Subdivfsion "Sectio .... " ' ' ' ' ' ' ' ' ~. - u / of vroperty of Oeorge J Tuth f & Others" I I / ' ,;, I .~ ~ ~ Suffolk County Mob No R~I ¢ ': ' . V , . ~ ~,:' k~_ L' '._ = ¢. - - i I ~ ...... . EOCA~ON MAP SCALE .... . - former , _~ ~ , ~ ...... Y _ ~ . , ~ , . .... ~.,, , errm I now ~ ~er~ -' - ' - - /, ~ ~ . ~%~ ~ ~ ~ '~' ~ ~ ~~~, ~D ~ '- - ~ ~ :~--1" ~ , r '" ~& ~ ~~ i~ %. ' =~- ---: :" ~ -'- o~ ;~ . ,_'~---' ' - .... ¢, .. ' -', "% '~'~ ~ ~ ." ' , . ~ ~. ' _-' -' /" I -~:~--:-: - . ' ' ' , ,~' S~ : ~ ~ ~. . ~ , / ~ ~ ~' ' . ., Young & Yo'~g, L~d S~rveyors 1 ' SI~ DATA ENGINEER'S CER~FICA~ON , /1~'1_~ ',~ ~ ~ THOMAS C, WO~ERT N.Y.S. P E NO, 614~3~ R--~% - ~-/. I ~.~s 0~ER ~1 ~ C/0 CHARLES CUDDY, ESQ. ~ LAUREL LINKS~ ~ At Motti~uck, Town of Southold ~l Suffolk County, New York ~ 1000 125 O~ 15 ~1 ~000 ~25 05 ~5 I ~1 ~ ~1 T~ ~~N ]~ 0F4 / / / / / R / I I I I / / / // / ~ I // /I I ~ I /' / ,/ I I / / / / / / / / / / / / " /' t I I t ~ I . N \ \ ', I / 1 / / / / / ~ ~ / /II / / ' \ t // / / / / \ / // / / / / L / I/ / I I I / '~. X ,/ It I ,. / / / ~/ / I II~ / / / / / / / / ~ I/,',',',:,';' ,',,3',',' f / /,: // /1:/,; / ,: I///(/,/// :, .1// / / / I/ /.//'//- /~ ~ ~ /~ ~//~~ ,, /// ,,/ / / /// /iI // / ~ ' / / { / I .//// // : /~ / ii // ii ,/ illI (I ii /./ '~.W ~,- ~ "/ / .I ~ ~ ' WA' ' x SEE ' '~' '-'-'>. (SEE SU~ VISION /// , : //:: :' -"--' -'-.-_ -- / / ' / ~~ ~ ,~~ ~ LEGEND (~) --- NEW ASPHALT PAVEMENT ~) NEW STONE BLEND G --NEW CONCRETE PAVEMENT (~) --NEW CONCRETE CURB --NEW HANDICAPPED RAMP -- NEW TRASH ENCLOSURE - NEW BRICK PAVEMENT NEW COBBLESTONE CURB -- NEW STONE WALL NEW CONCRETE SIDEWALK NEW 6' HIGH CHAIN LINK FENCE --NEW CHAIN LINK FENCE NEW SIGN NEW PARKING STALLS --NEW LAND BANKED PARKING STALLS [] NEW LOADING SPACE NEW WALL MOUNTED LIGHT -- NEW PEDESTRIAN LIGHT NEW AREA LIGHT NEW RPZ & METER NEW TRANSFORMER NEW ELECTRIC, TELEPHONE. & CABLE ~--NEW SANITARY MANHOLE NEW SANITARY GREASE TRAP NEW SANITARY SEPTIC TANK NEW SANITARY LEACHING POOL ~--FUTURE SANITARY LEACHING POOL (~)--NEW WATER MAIN & SIZE ~-- --NEW HANDICAP SIGN -- --3z-- -- EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION · ~;'~ --PROPOSED SPOT ELEVATION Young & Young, Land Surveyors 400 Osfrander Aven~e, Riverhead, New York 11901 516-727 2303 40 I LEACHING FIELD NO. 1 I INLET NO l~ I 12 POOL 10' DIA x 1~' EFF DEPTH I 11495 I LEACHING FIELD NO. 21 INLET NO 19 v (c.?.) 7580 7585 8 POOL 10' DIA x 14' EFF DEPTH I LEACHING FIELD NO. ] I iNLET NO, 1 12,1 13,1,1 1~ POOL 10' DIA. x 12' EFF DEPTH 5747 I LEACHING FIELD NO. 4 I INLFT NO 2.1,22 2 POOL 10' DIA x tO' EFF DEPTH 1568 I LEACHING FIELD NO. 5 [ INLET NO. 5 1 roof=421D seeded=70000 · ENGINEER'S CERTIFICATION THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REOUIREMENTS OF THE §UFFOLK GOUNTY DEPARTBBNT 9F H[~L~I ~[RVlGES, , SURVEYOR'S CERTIFICATION · THIS SITE PLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. JOHN SCHNURR, N.Y.S. NO. 49517 HOWARD W. YOUNG. 'N.Y.S.L.S. NO. 45893 OWNER LAUREL UNKS, LTD. C/O CHARLES CUDBY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF LINKS LAUREL LINKS At Mdttituck, Town of Southold Suffolk County, New York i County Tox Mop 1000 126 07 1 1000 125 ' 04 24.1 1000 125 04 21 1000 125 05 13 1000 125 05 15 oi~t~t t000 s~uo, 125 st~ 03 ~t17 CLUBHOUSE AREA GRADING & DR/UNAGE JAN. ~9, 2000 MAP PREPARED DEC. 22, 1999 SCALE 1" -- 20' JOB NO. 97-0717 ~ ~' OF 4- DWG. NO. 97717_$1~eplonff40 J NEW ASPHALT PARKING - -- ~- - - 400' IA 15TH GREEN e · 8 6 F4 Bss NEW SIGN 13 JS ,1~ 8 Cd I ~, · / %. NEW GOLF CART UNDERPASS & Young, Land Surveyors 400 Ostra~er Avenue, RiveThead, New York ~190~ 516- 727-2303 Alde?~ If. Young, P.E. & L $. (1908-1994) PLANT SCHEDULE SHADE TREES EVERGREEN TREES ORNAMENTAL TREES EVERGREEN SHRUBS lC ILEX CRENATA 'C(~'apACTA' COMPACT ENGLJE~4 HOLLy 18=--21= Sp. O0 EVERGREEN SHRUBS j I DECIDUOUS SHRUBS DWARF DECIDUOUS SHRUBS GROUND COVER j TURF GRASS I PERENNIALS ENGINEER'S CERTIFICATION i · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WiTH THE STANDARDS AND REQUIREMENTS OF ~R~ ~UP~OLK ~OUN]~' DEPA~I~N~ ~ ~AL~r~ §~V~OE~. ~ II ~.~. HOWARD W. YOUNG, N Y.S. L,S. NO. 45893 ~ SURVEYOR'S CERTIFICATION · IHIS Stl~ PLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. JOHN SCHNURR. NO 49517 HOWARD W. YOUNG, N.Y.S. LS. NO. 45895 OWNER LAUREL LINKS, LTD. C/O CHARLES CUDDY, ESQ. P,O, BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 126 07 1 1000 125 04 24.1 1000 125 04 21 1000 125 05 15 1000 125 05 15 County Tax Map mstr,cllO00 s~1,o. 125 e~o:k 03 Loll7 JAN. 19, 2000 MAP PREPARED DEC 22, 1999 SCALE 1" = 20' ~ JOB NO. 97-0717 ~ OF 4 DWG. NO, 97717Mendsc~pe_40 PEDESTRIAN LIGHT SCALE N.T.S CLEAR TEXTURED POLYCARBCNATE GLOBE ~,.~ HADCO DIV., CRAFTLIH~ INC., CAT. NO [ ~', // V-731-A-175-MH, OR APPROVED EQUAL. ALUMINIUM POLE HADCO DIV., CRAFTLITE INC., CAT NO P-2080 lO'-A, OR APPROVED EQUAL. CONCRETE SASE z \' 1 1/4"¢ PLAS~C CONDUIT I AREA LIGHT SCALE N ~175 WATT METAL HALIDE LUMINAiRE ~TH PHOTOCELL · BALLAST-HADCO DIV., CRAFTLITEINC., CAT. NO. HCH-2175--HP, OR APPROVED EQUAL ri SQUARE ALUMINUM POLE HADCO DIV., CRAFTLITE IND., CAT. NO. P-295-20-HSI, OR APPJ~OVED EQUAL / I I 1/4"¢ PLAS C CONOU T CONCRETt: BASE CATCH BASIN TYPE b SCALE N.T.S. I NOTE L ~ELGIAN BLOCK CURB &: PAVEMENT SCALE N.T,S 16" CATCH BASIN TYPE c SCALE N.TS PRECAST REINFORCED CONCR~ TRAFF~ D TOP REINFORCED CONCRE~ BOX GALVANIZED STEPS NO7[ STORM WATER LEACHING POOl SCALE N.T.S. ALLOW 5' FOR F~NAL WATER MAIN THRUST BLOCKING SCALE N.%B. PLAN ELEVATION SECTION SECTION VERTICAL DEFLECTION HORIZONTAL DEFLECTION FIRE HYDRANT SCALE N.T.S. 6' H'f~RANT (2) - 3/4~ SEELJ (2) - 2 1/2' HOSE NOZZLES f MAIN WATER SYSTEM INSTALLATION REQUIREMENTS GENERAL MATERIALS INSTALLATION TESTING I TEST HOLE NO. 1 I EL=32.5 EL=31.5 EL=29 0 EL=!S.5 DARK BROWN LOAM OL BROWN LOAMY CLAYEY SAND SC PAL~ BROWN FINE TO COARSE SANS SW 00' 35' TEST HOLE NO. 2 I EL=3! 0 EL=30 0 EL=2S O I EL=~4,0 DARK BROWN LOAM BROWN CLAYEY LOAM PALE BROWN FINE TO COARSE SAND OL OL 30' ITEST HOLE NO. 3 I EL=2B 0 EL=26 0 EL=24 0 BROWN LOAM OL PALE BROWN FINE TO MEDIUM SAND BW TEST HOLE NO. 4 I EL=19.7 EL±lB 4 BROWN LOAM PALE BROWN F~NE TO MEDIUM SAND gO' OL 15' SP TEST HOLE NO. 5 I FL=27,8 EL=258 EL=24 S EL=IO.S BROWN LOAM Ol PALE BROWN LOAMY SAND SM PALE BROWN RNE TO COARSE SAND SW Young & Young, Land Surveyors 400 Osfra~der Avenue, Rivewhegd, Netv York 11901 516-727-2303 Alden ~. Young, P.E. & L.$. (1908~1894) SANITARY NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOL~ COUNTY HEAL~ DEPARTMENT SERVICE REQUIREMENTS. 2. ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY PAT. # 1007C, 5. ALL STRUC~JRES TO BE PRECAST CONCRETE 4000 PSI. 4. IE ~ INVERT ELEVA~ON. SANITARY DESIGN CRITERIA & CALCULATIONS 600 GPO x 222~85 ACRES PROSHOP (RETAIL): 912 S.F. © 0.03 GPD/S.F (40~ OF 250 TOTAL GOLFERS/DAY) 133710 GPD 5060 BPD 27 GPD 1650 GPD 136 GPD 574 GPD 270 GPD 170 DPD 150 GPD TOTAL PROPOSED FLOW (DENSITY) IDESIGN CALCULA~ONS SANITARY SYS'~EM NO. 11 CLUBHOUSE: 204 STABS ~ 15 GPD/STALL = PROSHOP (RETAI~: 912 S,F. ~ 0.05 GPD/S,F. = RESTAURAN~ 165 SEATS ~ 10 GPO/SEAT CART STORAGE BLDGJ 3400 S.F. ~ 0.04 GPD/S.F. 6817 GPD 5060 GPD 27 GPD 1650 GPD 138 BPD TOTAL FLOW GREASE TRAP REQ 1 TRAP 12' DIA. x 5' LIQUID DEPTH USE 1 TRAP 12' DIA x 5' UQUID DEPTH SEP~C TANK REQ. 4073 GPD x 2 DAYS USE 4 TANKS 10' DIA. x 5' DEEP = 4873 DPD 4000 GPD& UP 4000 GPD& UP 9746 GAL 10000 GAL 3249 S.F.S.W.A. LDESiDN CALCULA]]ONS SANITARY SYSTEM NO. 2I POOL HOUSE: SPA: 1248 ~,F. @ 0.30 GPD/S.F. BATHING: 50 OCCUPANTS @ 5 OPD/OCC. + 4 SHOWERS ~ 5 GPO/SHOWER CATERING: UP TO 34 @ 7.5 DPD/CAPITA 374 GPO 270 GPD 255 GPD TOTAL FLOW =UP TO 1000 GPO =UP TO 1000 GPO 599 S.F,S,W.A. 600 S.F.S.W.A. [DESIGN CALCULATIONS SANITARY SYSTEM NO. 31 MAINTENANCE BLDG.: 3750 S.F. @ 0.04 BPD/S,F, = 150 GPD 300 GAL. lOOO GAL. HALFWAY HOUSE: 1200 S.F. @ 0.15 BPD/S.F. 100 GOLFERS @ 5 BPD/GOU~R . (40~ OF 250 TOTAL GOLFERS/DAY) 1BO CPO 500QPD TOTAL FLOW SEP~C TANK REQ. 880 GPO x 2 DAYS USE 1 TANK 8' OmA. x 5' DEEP LEACHING POOLS REQ. 680 GPD+ 1.5 GPD/S.F. USE B POOLS B' DIA. x 10' DEEP 680 DPD 1360 GAL, 1500 GAL 453 S.F.S.W.A. 500 S.F.S.W.A. ~DESI~N CALCULATIONS SANITARY SYSTEM NO. SUPERINTENDENT RESIDENCE: 300 GPO SEPTIC TANK REQ. 300 GF'D x 2 DAYS USE 1 TANK (minimum s~stem) LEACHING pOOLS REQ. 300 GPD+ 1.5 GPD/S.F. USE 1 POOL 8' DIA x 12' DEEP 300 GPD 600 GAL I000 GAL, 200 S.F.S.W.A. ENGINEER'S CERTIFICATION · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY ~TH ~lE STANDARDS AND REQUIREMENTS OF THE SUPFOLK COUNTY DEPAR~ENT Of HEALTH SERVICES. w. YOBNG. THOMAS C. WOERERT, N.Y.S.P.E. NO. 814~ // SURVEYOR'S CERTIFICATION · THIS ~TE pLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED ~)Y US IN SEPTEMBER 1999. JOHN SCHNURR, N.Y.S~LS. NO. 49517 HOWARD W, YOUNG, N.Y.S. LSL NO OWNER LAUREL UNKS, LTD, C/O CHARLFS CUDDY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF UNKS LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York t000 126 07 1 t000 125 04 24,1 lO00 I25 O4 21 1000 125 03 13 1000 125 03 15 Map m~tn~tlO00 ~,o~125 ~,o~ 03 Lot17 County Tax DETAILS JAN.CI9, ~000 MAP PREPARFJ:) BEC. 22, 1999 ;0F4 JOB NO. 97-07t7 . DWG. NO.' g7717_siteplon_detalls