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Plno o ROCK JETTY Y` (SPEAKER 8 TOUGH PAD OPERATED) n O w w w w Www O nn z o 871.59, Z O n eo O) .Q � (( / 6 � + + �( + 1(�_ -V(Iv + + )i )� + + l_ + � ) , - _.�_ � - — -- =- -- — --- w w w m � �� FIRE HYDRP.NTT SITE SECTION W Y PA E + SCALE: N.T S. � O + I. �� � � � \ i Ww wWWWWW . w'�: wwW . wWwwWWww c~n SII � + / w w w w w w w w w w W W�v w w W LL w W W w w w TIE LINE ALONG APPROX O J co 10 L — + W w w w w w w w PARKING NOTES 12. = o LL 23c 22c + + / HIGH WATER LINE .� Ir O + 1. 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SIGNS �I.I w SHALL R PERMANENTLYINSTALLED AT O Z 3 w w w w A CLEAR HEIGHT OF BETWEEN 60 9''Y \ \/ � W w w �,-�w �� w w• •��. w W •� w w w w w w INGHE5(1525MM) AND 84 INGHE5(2le5MM) C�' m N -w—'.c—ro--r_ �s L 2F LAND-BANK + I' /- drl .k, ' w W V w L NOT PARKING SPACES I . // .I ""'q +, t i-� W www W w W ' www w -�-w W w w w w w ABOVE GRADE AND SHAL Www . www . w W W w w W W W w W V w w w w INTERFERE WITH AN ACCESSIBLE ROUTE Q O .. � FROM AN AGGE55 AISLE. w z z LGRAVEL ROADWAY v � m IDENTIFICATION SIGIN5 Uu SEE PARKING NOTE I. TYPICAL -� \ � � w w WWwwwwwww w � � � W � wwW � WwWWWWWwww� wWWw " W ° w `\, WwwwwWwwwww � � T 20'-0' : / � \ v � /\ \ �• �. 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PA PING PARKING1 PTYP. + SIDE YARD / / "'r� / _ N3504'5TW n.6o' / /�� WOOD w I WOOD BULKHEAD SETBACK WALKWA w v J ACCESSIBLE FLOATING DOCK B'-0 - 3m'-0' 56'-0' PARKING 3 G SPACE DETAIL ol=noN (suP U (suP al w C-1 _ SCALE: 1"-I g 5 (SLIP d Q z PRIVATE MARINA LKLiEA,p W .\ e s + , W (SLIP 5) (SLIP 11) m w (SLIP 4) (SLIP 12) 9 w w w HEDGE ROWS WWW W AREA- 60,38186 SO, FT. w w w + / - w FLOATING DOCK I �.cli OR 1.3862 ACRES '20'-0' L. "Ti/ w y TOME LIN L W ACCESSIBLE PARKING E, OPTION - 8'x150' -(SLIP 5) (SLIP IS) LAWN�w IDENTIFICATION SIGNS (SLIP 6 (SLIP 14) � SEE PARKING NOTE 1. TYPICAL NEW DOCK 6 i PILINGS RAMP &OLF x 1 RT + FIFTAI °- GOLF DART SP / o z (SLIP T) (SLIP IS) � - RETAININ W w I PARKING - 6 � + � ='d.p � � z WALL W w w f SPACES W/ i. \ / ' �� NETURA - AGGE551BLE ROUTE SIGN 'GOLF I / \ ) w AREA GART PARKING I ONLY' w vw w �� �. �6 s + + + RAMP UP'—�/ 8'-0' o LL \/ r Z I oUTb 11'-0° 8'-0' S'-0'AN sls , , °�$° y RR caR access I / 5/P`GE r slo 1 \� r� )I W TYP TYP. PARKING n / \ \ ° ° $$ PARKING AISLE 5 + I 1111 - - - /1 I TYP ACCESSIBLE PARKiNu SPACE DETAIL `o p@ I PROP 4H d«°' �EdyY + ; I + �� / w5491 SCALE. ENGE i O I W i3/RIP,�1R o g 2GE5 IIANDS ;h�j ` + O% A / D ISI O III E STING B'JI I I �1RROU FOUNTAIN / /� G i � % I AGE E \ s, �'� I d G ' i � i ' ��' I) ER/RIPWRA T ISTRIPING T '70 ATE EST II ' RESERVED 'V �\ ; COL / �) W WA 2w POOL PAR \ S, ref 2 PARKING % \\'�. � 2 ¢ , AREA PAGES can LOADING DOCK � "hSRIGAL U �'fRFjpIS�ORMER \ _ - 'i 20'-0' r + (LANDSCAPE \ ' -ACE I BUFFER FROM { I/ _ - - c RES. 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OC THREE UNITS SLEEPING ROOM :A 30'-0" NATIVE LANDSCAPING _ ASPHALT PARKING O TAANSIEM MOTEL PRIVATE /SERVICE =meg N38'51'19'W 927.88' x E5TAURAN L_1 AREA CAFETERIA DINING HALL ®/ ENTRY " SL D G GATE ENTRY / (PRIVATE RESTAURANT)ANNEX w rn a n- MAIN ENTRY FENCE HEDGE ROWS n � > (SPEAKER E TOUGH m m HIGH WATER MARK O COVERED DECK O � � m PAD OPERATED) SHIPYARD LANE � `O I MANAGER'S RESIDENCE ROCK Q POOL HOUSE �- �� _ q p Condominium p V "' GUIDE RAIL O MAINTENANCE AND BENCH MARK \. tl s z 'Cleaves Polnt' V NAIL SET IN POLE - �- o. ¢ p Mlle9e Condo) O BENCH MARK URLRY BUILDING IIFF ELEV 20.00 now or formerly NAIL SET IN POLE ELEV. = r,00 Parkelde Heights Co. 4 ¢ N w U O COVERED GAZEBO 1 �t 0 now or formerly Gusmor Realty Corp- O GAZEBO 2 - L ° ALL PARKING LEFT OF sf O GAZEBO 3 l ^ ENTRY GIRGLC- TO BE —DONE RR o l r'+� PROVIDED VIA VALET Z SERVICE EXCEPT WHERE 1 NEED � U � o O m o m Lo SITE PLAN ° 1 � ZN 5CALE� I° 40'-0" SEE G2 FOR LOCATION MAP AT I"=100,0' DRAWING NO.: - C-1 II Zow� oo9yww0 aa�� �ZwLLpm�o� wwl�w wQ�` 3� wa �VUwU >V72�liQOT �ZKLLO✓�wai ZLLa"w �Ozm�W=oo g��zo zW zwv_ OaOQm�U dzdUa H �w0J3 OWW w�ZHm QllO��U�ZQ[Jw9 w ~�J ZJOm QQ Q'2_'2 S ¢�J o 01-OQO¢ �-�QNNQ�i UQE¢ILL2�U0 cn O a O O 2 N MU U U Z N m � d z 0 z0 O Fii z 0 m �gl - � �gJ �o1 z V Lo f0 N OD W ° T MOSI I �' J U ® F z V c W Z2 L r i � > U 0 MAINTENANCE H Z w LO3 J QO S ❑ DOCK cK <J Q Q J IL J = r) Er V / i TYOPICADE TURNING RADIUS. W � `z Q LINE OF FRONT �_ - - - - = =C777 I� � . z O WHEEL PATH - \' '� '� � �-.J \ \A \ 2 O — -- - - - - - - - - - - - - - - � o �. CAI— ` A - - - - _ 30' IN5IDE TURNING / e� / - _ r -_ _ - -------- --_—_ ---- .�- _ _ - _� — T- -- -�— — __ - - - _— �__-�- RADIUS.TYPICAL - -TTI - — — \ _ ENTRY — — � — — MAIN ENTRY � m N SERVICE LINE OF REAR /� ^'C WHEEL PATH ENTRY Li Q z zz WHEEL PATH _ -c3 pyARD-_LANE — -- p 6 J 3 Q U K m OVERHEAD UTI! � N 25'L DELIVERY U 'o VEHICLE. 12' WHEEL EASE, 5.5' VEHICLE WIDTH TURNING RADII — DELIVERY VEHICLE (25'-01L) —ENTER SITE AND BACK—UP TO LOADING DOCK ° 1 _ O a C'8 SCALE: I" - 40'-0" I I II 1 I I I1 O TRANSIE j T eo L r� \ %/ y6� -dWN7ENANCE H - ❑ / Le* - � I 1 LEI- LINE OF FRONT WHEEL PATH /- RADN5IDTYPICAG L 30' IN51DE TURNING / / / - _ Ir — - - _ - - - — —_ _—_—_—_ - - - - --_—_ ___—_— - - - - - - — _1. _ - 1 RADUS.TYPICAL - -I — — —. — — — — — AURANT — — — — — MAIN ENTRY WHEEL PATH EE / /SERVICE LINE OF REAR j EE PAT 25'L DELIVERY VEHICLE, 12' WHEEL BASE,8,5' VEHICLE WIDTH s TURNING RADII — DELIVERY VEHICLE (25'—U EXIT SITE ►'I I� N _ O Y Ip 0— C) —O z� O � a N vV T � U o O � 0 4 m s ' U zI O zN a � DRAWING NO.: C-9 ' ; I� Z�2W UI pOq y.'WWK ¢¢FZ �Zw�omFa¢ www wQw 3-� wa >zn 2- °YN ¢z€��NI�'ai F_ xo?m�m I QQLLaZ� NI_ FWIoO - _ Jo¢-0 KOZO¢Qm K~ O N�FSm p GNmuw ¢6W z - N =NfGK= OJW z,0<0¢ UQM¢Gz�Uo Y m STONE g o o_ ,11y Lot 4 rf .a - - _ - -s a GILLETTE DRIVE " � m C-4 (W p S 0 coz 50 C) k' 0 ID cc &ubdNiebn - Map Of 'Marron Manor' Sutolk County File No. 2036 DR, ZONE R 40 co z scc Ws 0 > m $ p � Z ¢ O OLL SONeI ° Lot 8 Lot 7 L t 6 w , Lot 10 Lot 9 O s .I - . ' - w now or now now or fo merry W Rr'S Lot 5 r- '` c Q C d W Z a now or formerly now or formerly Barbera formerly Robert F. Mulr + Nancy Y. Muir ; Q? now or formerly = Q CO) U D N m ohn Manoglu+ Gene O.Welker + ` T 61 Hy ManogW Heather J. C.Welker v� GRA55 PAVERS -1 LAND-BANK REQUIRE ARKING I J GRA55 PAVERS Joseph lm E. Piro m m v I Catherina E.Pino s M ROCK JETTY z oc o e I PARKING SPACE FOR B R DENGES U SLIDING GATE r o W z (SPEAKER 6 TOUGH PAD OPERATED) now m n S3B2200'E r — ----------------------- + - --_--- -__ FIRE HYDRANT " IW + WWWWWWWWWW W — ---_ cc Ud + W + + W 1 'SE� • V z 0 g � l I op a o0 oD JO p i oaoD + W W W W W W W WWWWWWW W W z W 0 W Jz � ogo + WWWWWW TIE LINE ALyy,NG APPROX. T ft O HIGH WATER Y„INE y iMd , J 23c � � 22c + + W WWW + + + + WWW + + WW W W QZ Fi alr 1� + W W W W W u W LQ GRA55 PAVERS �z f �t + y�'��'� I 0 f b r qm�Y4vfi.kr"�.N,�. + + `- - W + • W W W W W W W W W W W W EXIS'rING'°LAIDSGAT?Ih,6WT�W W W W o a V O z Z' '�� '#;^ 19C WWW W W W W W W W W WREMAIt�J . W W W WWWWW W 12c + W+ % % % %WW WW W WW WW WW WW WW W W W W W W W WWWW W W m W W W W W W W W W�� W W W W W W F . W W � W c I - W . W W W W W W W + .:,I y W W I z 3 0 W W W . I r N 2T LAND-BANK + + ;,T=art±�i';, ,,�, +� / i� W y� W W W W W W'�-�W SSW W �� W W W� W W W W W o Q z z PARKING 5PAGE5 i &`'`' ,:i Fr,r'�J,( / W W W W W �- W W W W W W W W W s;i 3 — � / �W�¢' a W W W W e W W W W � W W W e W . .� e W W W ❑ m ❑ O I I GRAVEL ROADWAY '` � ', ; W W W W W W W WWWW W W W W W W W W W W W W W W WWW W W W W W W W W W WWWW W W W W W W W I I � S \ W W W W W 20'-0.. RESIDENITAL g BUFFER FIREHI TER MARK W W WWWWWW W W WWW W W W W WWW W W _ ;-,' v HYDRANT w W I` } W W Wl 'OOi9 B17LKFEA� W W W W W W W WWWW W W 1� a. WARD LIMIT OF WE N 5 AS iF �:SVI�iY + + FLAGGED ENVIRONMENTAL JEFFREY AN, R.E,M. OF _ C a AUUe.COA512A2003G ORATION ON N e� ZONE R4O MONUMENT. TYPICAL �z NSB0ecr-\ 25'-0" �'� / 11.80' \\\ N 51DE YARD I a, �'rc, WOOD W + OD BULKHEAD SETBACK ;+ '�"" � - DEGk',IN6 FLOATING DOCK OOPTION - &xIGO' (SLIP 1) SLIP 9) (SLI PRIVATE MARINA e � W WW W (SLIP (SLIP IU W W W W ,n 11111 11H i1wil 11[11111 IN (5 P4) (SLIPEA HEDGE ROW5 + I N Wj \ �I *`' " 'W AOR 1.3882 A FLOATING DOCK OPTION - 8'x150' TOTE N Iki • �(suP (SLIP IB) LAWN TIRANSIENT/ � s., l W (SLIP (SLIP 14) 7 W MOTEL 2. NEW DOCK I W W W ♦ i r I GOLF CART b + 4r / W PIL 65 RAMP W W I'it:,,lj RETAINING 6.01N x 1o.0'D -O"H RE7AI H ly LL PARKING - 6 SP + s e .. t -moo a (5 P 7) (5L IS) F yryc WAL INI W W `�. WALL 3 SPACES W/ g ¢ 5ION 'GOLF ib "'B +/EOETAT1 GART m m AREA W ^ ''- CONCRETE PABULKHEAD RKING SIDEWALK ONLY' � G-( CARD GULP URE 5 + � D4 °gyp \ �\ +TE!RR r_ WWW SITE SECTION III � � 14r-m:: o ..ppm ¢ (PROP . • H "°+ c°'Y4 + + A ° �$ RB I WTp ?., ` C'1 SCALE: N.T.S. g m I 28ES I END5 sz 98' + ✓% 9 0 I E 5T 3 h � RROU /1 1 FOUNTAIN �� 8B 1 1 1 STRIPING T L 1 + Q 76 ' RESERVED \ > 6 k COOL I / gB �� / E7 IN ATE 'y 5� • WALK 9 Y iii // °o �t i / W WALLW POOL PA s, a , $ $ - c 2 P RKIN6 O 12 &C EREA / � � W (�s� �� LOADING DO K PAGS V/<Cs 5 // W W W W WWW E P RIGAL R 5F�ORMER !LANDSCAPE � 6 1 1 — RDTT�ES 15 x10 AREA _ _ 1 G T `:' SITE PLAN KEY KEY TU E STEEL / �— ME GENGY 12 TUBE BIKE / PA — vl Z ,Z I' 5 A X II 5 AG 5 rtj Z SP G 5 o EN RAro se 5 A Es RACKS yGAN x SYMBOL BUILDING DESCRIPTION SYMBOL DESCRIPTION AGC6MMODATE T8 � FIRE g AF SG PE — BICYCLES ENGL05U E HYDRANT - OB TRAN31ENT MOTEL JAPANESE GARDENS BY OTHERS TAIN IFN _ — - I5 P GE _ _ — _X _ — F'A _E _ _ _ _ _ _ ,l.__ — _ _ _ - _ — X _— —_ x ® FIVE UNITS SLEEPING ROOM y� sS4( r^,) MAN-MADE LAKE GARDEN WALL—� 1�1 CpA E 5 A ES E O THREE UNITS SLEEPING ROOM NATIVE LANDSCAPING ASPHALT PARKING OdNT MOTEL PRIVATE CAFETERIA DINING HALL TRANSIE ERVIGE N3B51'19'W — — — — 927.69 u ESTAURAN \�, '.t AREA (PRIVATE RESTAURAND ANNEX n � ENTRY ENTRY -- M N N RY 5L D 6 GATE 4FENGE o~ y a (SPEAKER d TOUGH HEDGE ROWS - O COVERED DECK a w HIGH WATER MARK _ o w SHIPYAR NE PAD OPERATED)) � _ O MANAGERS RESIDENCE d- ROCK O POOL HOUSE O �� \\ Condominium - --- p — -- -I GUIDE RAIL O MAINTENANCE AND z� BENCH MARK T///� �� -S U = of 'Cleaves PoInY W llflLTrY BUILDING \ ,� z Z BENCH MARK - o NAIL SET IN POLE •1 i m p (Village Condo) O I COVERED GAZEBO 1 ELEV. = 20.00 now or formerly y E 1 (� e Q F Pyrkalide Helghle Co. v 'm a `o m NAIL SET IN POLE ELEV. = 7.0 .E-�' O now or formerly O ,I Guamor Reality COT(( GAZEBO 2 ALL O GAZEBO 3 uv PAR INC LEFT OF ENERDY IRGLE ZONE RR PRO ED VIA VALET v BE CrIEXCEPTT WHH ERE c O on 1T � mN r U Z N SITE PLA "0' o C-� SCALE: I" = 4m""N 0' DRAWING NO.: SEE G-2 FOR LOCATION MAP AT I"=100.01 C-1 I _ l rio poxw � BUILDING CODE ANALYSIS BUILDING ANALYSIS ~w wa��omw�< � BUILDING NAME OCCUPANCY CLASSIFICATION I IF CONSTRUCTION HEIGHT LIMB AREA LIMB F OCCREQUIUPANC ERED S SEPARATION R REOUBIEMENTSRE RESIDENCE RFOR G SEPARATION REQ)REMEIRE IFIE INI'S FOR EXTERIOR FLOOR AREA GREATESTANCE RATING SPRINKLER REUD ER SPOCCUPAM'OARINKLER REODp WHEN MAXIMUM LOWANCES PERS MOCCUPANCYAXIMUM O(SEELE 'ACTUAL SPRINKLER SPRINKLER BUILDING NAME OUANTRY STOPoE9 HEIGHT BUILDING AREA UNIT TOTAL BUILDING COVERAGE Q z Q z w o uasi o Q i (NYS 302.1) E(TABLE 503 (TABLE 503) (TABLE 503) OCCUPANCY REO'D PROVIDED PER FLOOR PER BUILDING SIRE TOTAL (TABLE 302.3.3) BUILDING ELEMENT DISTANCE WALLS BASED ON FIRE SEP. THAN (SEE BELOW FOR GREATER THAN(SEE OCCUPANT BUILDING ANALYSIS �'w pw s O z m�w a rcz 1ST 28,932 Z� ,� AFF�zvioo (HOURS) (TABLE 601) (FEET) DISTANCE (TABLE 602) CODE SECTION) BELOW FOR CODE SECT.) (TABLE 1003.222) FOR AREAS) O8 TRANSIENT MOTEL 1 2 ___ 57,422 33475 33475 goo-O O o z w TRANSIENT MOTEL 200 GROSS 175.1&5 (35037) 2ND 430 d z w,- o z w N-E m�c~n Om O FIVE UNITS SLEEPING ROOM 'IST 1,190 w�iFw <OU��o���� ACCESSORY PERSONAL -� in m Z a ~z SERVICES(27 ROOMS) Gf 100 GROSS 44.32(4432) O 2 -0, 2ND 798 1,988 1,872 K,B48 =N m o J o z w a zw C THREE UNITS SLEEPING ROOM 14 1 30'-0' 1,190 1,190 1,872 26,208 z z~o M orr --¢63 CQn-1Z<UO OFFICE y vzQi i00 GROSS 19.82(1982) TRANSIENT MOTEL PRIVATE - PRIVATE CAFETERIA a _>30 0 PRIVATE CAFERIA PRIVATE CAFETERIA 15 NET(ASSEMBLY W/O 633.33 YES YES O CAFETERIA DINING HALL 1 1 32'-0' 3,834 3,834 7,085 7,085 N g SEE TRANSIENT MOTEL 2A SEE SEE B R-1 DINING HALL AREA LIMBS TRANSIENT TRANSIENT 111m DINING HALL DINING HALL FIXED SEATS UNCONCENTRATE (PRIVATE RESTAURANT) (PRIVATE RESTAURANT)ANNEX CALCULATION MOTEL ARCH MOTEL ARCH A-2 2 2 = (PRIVATE RESTAURANT) (PRIVATE RESTAURANT) (TABLE +(HOURS)) G o o S LIMBS LIMITS Z 100 GROSS 1.19 (119) O COVERED DECK(NOTE 1) 1 TBD TBD 758 75B 758 758 J RESTAURANT OFFICE 1 B 2 2 pp 5,000 100 CALCULATION CALCULATION F Q RESTAURANT OFFICE 2 '� (NYSI 9032.1.2) (NYS 9032.12) 100 GROSS 1.16 ME) 1 MANAGER'S RESIDENCE IST 1.1� O 1 2 �'-0' 2ND 798 1,987 1,872 1,872 GIFT SHOP � � Q N w 100 GROSS 1.17 (117) CO f_��MARINA OFFICE g ¢ S O V Q ® 1 1 TBD 1,373 1,373 1,373 W 100 GROSS 1.g (119) POOL HOUSE 1,373 UJ � rn U S O MAINTENANCE+ UTILITY M 2 N W W 5 p .�,i O 1 1 TBD 7,205 7,205 7,205 7,205 ul d 84 O 5�] O BUILDING U U `j,l g CO to Z m 210 3 STORIES OR GREATER I COVERED GAZEBO 1 (NOTE 1) 1 1 TBD 314 311 314 am a � © FIVE UNITS SLEEPING ROOM IR-T RESIDENTIAL(NYS 310.1) 2B 4 16,000 N/A 0 0 0 0 0 ( 30 ° (NYS 903..3.12 t 8317.3) 200 GROSS 9.94 10 NO NO d d 2 0_ CC fS O Q OC THREE UNITS SLEEPING ROOM R-1 RESIDENTIAL(NYS 310.1) 2B 4 16,000 N/A 0 0 0 0 0 > 10< 30 0 (NYS 903:.3.1.2+R317.3))3 STORIES OR GREATER GAZEBO 2 1 TBD 746 200 GROSS 5.95 6 NO NO 1 746 746 746 \ ' �j Z O LL OTRANSIENT'MOTEL 7 NET(ASSEMBLY W/O O QAZEBO 3 (NOTE 1) C [L (,'j G O PRIVATE CAFEfEPoA A-2 ASSEMBLY RESTAURANT 2B 2 9,500 N/A 0 0 0 0 0 ) 10 0 5,000 100 ED SEATS UNCONCENTRATE 547.7 NO NO _ 1 1 TBD 100 100 100 100 O Z C 30 (NYSI 9033,1.2) (NYS 903.21.2) 32 102,291 101,552 .d LU t D W ZO QQ DINING HALL (NNS 309.1) (HOURS ONLY- NOT FIXED) SITE [C 2 Q 0) U G N 05 (PRIVATE RESTAURANT ANNEX) TOTAL O COVERED DECK N/A LANDSCAPE FEATURE xx >< BUILDING ANALYSIS NOTES+ 3 STORIES OR GREATER d us O n a0 O O O MANAGERS RESIDENCE R-3 RESIDENCE 2B 4 UNLIMITED N/A D 0 0 0 0 _>30 0 (NYS 903.3.1.2+ R3T/.3) 200 GROSS 9.935 1 NO NO 1. ITEMS NOT INCLUDED IN FLOOR AREA. PART OF LANDSCAPING R-1 RESIDENTIAL ACCESSORY > 10 3 STORIES OR GREATER 2. ALL BUINDINGS WILL BE FULLY SPRINKLERED. -$SC K SQ f-7- POOL ® POOL HOUSE (NYS 3021) 28 4 16,000 N/A 0 0 0 0 0 0 200 GROSS 6.565 1 NO NO C 30 (NYS 903.3.1.2 t R3T/.3) O BMAINTENANCE UILDING t UTILITY U S-1 STORAGEMINYS (NYS 312 1) E9 3 0,500 3 0 0 0 0 0 C 3D D 12000(NYS 903.3.2.8) 500 GROSS (1626 SF) 3,252 2 NO NO (5579 ) r1� USE AND LOT AREA REQUIREMENTS O COVERED GAZEBO N/A LANDSCAPE FEATURE L< O GAZEBO 2 N/A LANDSCAPE FEATURE BUILDING NAME USE SITE AREA REQUIRED SITE AREA PROVIDED r k GAZEBO 3 N/A LANDSCAPE FEATURE TRANSIENT MOTEL TRANSIENT MOTEL 800 W Y Og 80,00��SF/ADDITIONAL ACCES RY UNITS-114)4,000 SF •� r�� SQ U TRANSIENT MOTEL FRONTAGE INCREASE DIAGRAM FRONTAGE EGRESS CALCULATION TRANSIENT MOTEL ACCESSORY PERSONAL (TRANSIENT MOTEL ACCESSORY - �+ L 3 SERVICES(27 ROOMS) SEE TRANSIENT MOTEL E TRANSIENT MOTEL Z U Z AREA LIMITS CALCULATIONS(SECTION NYS 302.3.3 MIXED USE/SEPARTED USES) z OFFICE TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL Q O ' ` .- +. (NYS 508.2-EOUATION 5-2) TALE T PRIVATE CAFETEPoA RESTAURANT 80,000 V I( -100 LP - 0.25 30 C04SMCTION TYPE" 2A- SPRINKLED (TABLE 503) MIXED USE SEPARATION" SEPARATED DINING HALL 80,000 ?(PRIVATE RESTAURANT) UJI _ a + w n a 3955% (SEE PERIMETER DIAGRAM) M ac FRONTAGE INCREASE X+ CONVERSION FACTOR 0.40 RESTAURANT'OFFICE 1 RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT W / ) Z rj alc 3 WHERE: (FROM 5062) V RESTAURANT OFFICE 2 RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT O O a N If - AREA INCREASE DUE TO FRONTAGE (PERCENT). SPINKLER INCREASE X; 200%(FROM 5063) CONVERSION FACTOR: 2.00 J GIFT SHOP RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT F - BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN 23953% (FRONTAGE INCREASE + TOTAL CONVERSION FACTOR TUTAL INCREASE %+ 2.4017) SPACE HAVING 20 FEET(6096 MM) OPEN MINIMUM WIDTH(FEET). - SPRINLKER INCREAE) 11.00 •THE ABOVE). - I MARINA PRIVATE MARINA 50,000 60,380 9F(UNDERWATER) � _z J � P - PERIMETER OF ENTIRE BUILDING(FEET). BALE ALLOWABLE AREAS A-2=15500,B=39500,R-I=24,000(FROM TABLE 603) - 19,618E (UPLAND) � z Q Q } W - MINIMUM WITHIN OF PUBLIC WAY OR OPEN SPACE (FEET). GUEST SERVICES PRIVATE MARINA SEE MARINA SEE MARINA i O D- z , Q \� (` I 100 Lw0 - 025 20 TENANT USE BASE ALLOWABLE SF CONY. FACTOR TOTAL ALLOWABLE SF ACTUAL SF %OF ALLOWABLE O FIVE UNITS SLEEPING ROOM TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL a N Q V U) F- If - 728 30 (FROM 302.1) (FROM TABLE 503) (TOTAL INCREASE %) (BASE X CON.FACTOR) FROM PLAN (ACTUAL/ALLOWABLE) ^ ' O THREE UNITS SLEEPING ROOM TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL -100[0,84-025] 0.67 1 TRANSIENT MOTEL R-I(310.1) 24000 2.40 5Tb00 35031 06083% 13 j 'TRANSIENT MOTEL Q - -10010,591 0.67 1 ACCESSORY PERSONAL B(304.) 31500 2.40 90,000 4,432 00992% ® PRIVATE CAFETERIA TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL r i 1 SERVICES (27 ROOMS)a,Y,Ey DINING HALL -3953 W g' "b4 3 OFFICE B(30411 99500 2.40 90,000 1,982 0.0220% (PRIVATE RESTAURANT ANNEX) (�"•2f, - b`;?;' i PRIVATE CAFETERIA 15500 O 3 A-2 (30311 2.40 31200 9500 0T554% COVERED DECK N/A - LANDSCAPING ci Z O DINING HALL O i N I' '" MANAGER'S RESIDENCE m -Tx (PRIVATE RESTAURANT) f SINGLE FAMILY RESIDENCE 80,000 SF (PERMITTED AS OF RIGHT) 80,000 3F w Q z z RESTAURANT OFFICE 1 B(304.1) 31,500 2.40 90,000 119 0.0013% r- a a m POOL HOUSE TRANSIENT MOTEL ACCESSORY o N o 0 T RESTAURANT OFFICE 2 5(304.1) 31500 2.40 90000 116 0.0013% MAINTENANCE +UTILITY G1 IE SHOP 5(304.1) 31500 2.40 90,000 IIT 00013% I O . 'w`5`•i BUILDING TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL (L7 " - � 1 GUEST SERVICES 5(304.0 31500 7,40 90000 119 00013% J v'. Y TOTAL PERCENTAGE OF ALLOWABLE AREA(MUST BE LESS THAN 100% -SUM OF RATIOS LESS THAN ONE) 51,422 0.9401% © COVERED GAZEBO 1 N/A-LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE U Y ` "K�, GUIDING CONFORMS TO HEIGHT AND AREA LIMITS OF MIXED USE/SEPARATED REOUIREMENT9 (YES OR NO)+ YE5 O GAZEBO 2 ACCESSORY TO RESIDENCE SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE U NOIR TIE SUM OF THE RATIOS OF THE FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE SHALL NOT EXCEED 1 (100% OF THE ALLOWABLE RATIO). O GAZEBO 3 N/A-LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE g SPA PERIMETER 728. 1' NUE"SEPARATED USES MUST HAVE TIRE SEPARATION RATINGS AS SHOWN IN TABLE 30233. Q TOTAL LOT AREA REQUIRED: 715,618 SF y 715,618 SF ( 754,677 SF OK n FRONTAGE INCREASE - PERIMETER W/ ACCESS ' TO PUBLIC WAY: 610 SF f"' �h n - ZONING OWNER OKI-DO LTD. 20 WEST 64th STREET N 24E LOCATION MAP SCALES 1" - 100'-0' NEW YORK, NEW YORK 10023 3... ,> ARCHITECT BUTT. OTRUBA-O'CONNOR ARCHITECTS w 1062 NORTHERN BOULEVARD fi ROSLYN, NY 11576 MAP LW LOTS) ) 9 ZONE DESCRIPTION Mll LOT AREA 754677.0 9F 07325 ACRES) "w CONSTRUCTION CLASSIRCATION OCCUPANCY GROUP -- - - - - !rt - -40REM PROPOSED REQUIREMENTS REFERENCE O ZONING Mil !i " MINIMUM LOT SIZE EXISTING NO CHANGE SEE USE AND LOT AREA REQUIREMENTS 100-110 O BULK SCHEDULE 0- _ LOT WIDTH GILL E DRIVE LO}4 it 870.0' Iso FT.MIN. ' ; ; ' ' ' LOT� � it 880.0' 150 FT.MIN � SubdMelon - Map OI 'Marlon Manor' Suffolk County File No. 2038 UQU i (; Is FAONTYAFRD J Lo15 �Fl7' 35 FT.MIN. Lot 10 Lot 9 �o -Lo -L now or former) 1 1' ) ( "' 1+'^ + 1 A, e ,�ltl SDE YARD 25 Fr.now or Former now or formerly now or formerly now or formerly now Llcclardi+ , d " 'v ' MIN John ManogM + ens O.Walker Barbera Wlegel Robert F.Muir t Nancy Y. Muir Catherine E.Piro BOTH 810E YARDS Batty ManogM eater J.C.Welk r k x 50 FL MIN fs��, of . H RF_AR YARD 25 FT. SETBACK FROM WATER _ - 75 FT• 239.4 Joseph A. Cherepowich ��(,Ir MIN.LANDSCAPER' 20% BULK SCHEDULE +Others (xa, , 16 FRONT LANDSCAPED AREA ALONG THE 100-212 u u LI z'a FRONT LOT LINE 8ga= 5'��IGAA ABUTTING THE FRONT OF THE BUILDING 100-212 I 0. o LL µ - SHADE TREE (MIN. 2' CAL) IN FRONT OF LANDSCAPED AREA 100-213 o pOH orme SHIPYARD LANE: n1'ff� 20' BUFFER TO RESIDENCES, DOUBLE ROW 8'HIGH EVERGREEN,10' OCA �P Ge rge H.Gregory + TOWN OF SOUTHOLD, NY w1 a4' a ' MAX.LOT COVERAGE SEE BUILDING 30% EVERY 40.0'700-21 arY C. Gregory a xn•_ ,r-"'"e "' ` # ANALYSIS 101,552/754,677-13.5 (30% OK f ,�= BULK SCHEDULE $ x ZC 1`3 E BUILDING HEIGHT/NUM.OF STY. SEE BUILDING 35 FT.,2 STORES MAX. BULK SCHEDULE ANALYSIS MI now or formsMY rd41; °);y r PARKING 182 189 )lobo Cadwallader � �'��' � � 7) 4' ' N ' '� SEE PARKING REUIRED TABLE �-�A y �' �� � (' N1W.AISLE WIDTH 22'-0' 60'PARKING, 16' AISLE 100-191 C MM.PARKING SPACE SIZE 9x17 350 SF. FOR STANDING AREA AND AISLE FOR MANEUVERING 100-191 C I PARKING ACCESS 2-114'LANES MAX.COPE" 6%W/IN 25 OFANY STREET LINE - MAX,107.ANY OTHER AREA 100-191 C LfI pCme LANDSCAPING FOR PARKING 4'-W H SCREENING W/W 15' OF SIDE OR REAR LOT LINE 100-191 C Jol)n Cadwallader+ ,� - a"� REJOINING RES.DLSTRICT T!Cadwallader O 0^n r n T PARKWAY SCREENING 20' PARKWAY SETBACK (00-191(1) SETBACK ACROSS ST 4'-6' H 100-191(2) 1 TRICK HEDGE. WALL OR FENCE INTERRUPTED ONLY FROM RES DISTRICT •POINTS OF INGRESS AND EGRETS W now or formerly ,� ' r� [ + c!G 11) A MAX HEIGHT FENCE,WALL OR BEAMS I (3'-0' H 100-IM A Robert F. Clerk '•� ;I 1 � 9)� ,'I U' ') FRONT TO 61/2' H 100-191 B LANDSCAPING, PARKING MIN.10 SF. LANDSCAPE AREA W/ PAVED AREA FOR EACH PARKING 100-214 A SPACE now rmerl ' a .a,+,x - �, , ^'µ MIN.1 TREE(MIN.2' CALIPER)FOR EACH TO SPACES 100-214 B Barb a unth, + Y ' ��� , - „+ MIN.100 SF,FOR EACH LANDSCAPED AREA W/MIN.DIMENSION OF AT McKe le R.Gunther '� ! t h xy syT LEAST 9-0' x 4 FT. WIDE LANDSCAPED AREA ALONG THE PERIMETER OF PARKING ( AREA O a � A + ,�'",- ,� F w ^I � �d`; MINI TREE(MIN. 2' CALIPER)FOR EVERY 40.0' LOADING 32,1800 SF. 2-3 LOADING DOCKS 100-192 ( ' O r ow or formerly � M^ e �° � �'� u � + h� 5,000-25,000 SF., ONE BERTH., EA ADD 1 BERTH FOR EA.ADD. s - 25,000 SF. HOTELS,1 BERTH FOR EA. 25,000 SF., 15 W., 14' HIGH, ��,•,I John V.Kent '+ e)n - , lsy. ` *� - ,1`, 45 LONG UN089MUCTED ACCESS 15' TO ST. STREET ACCESS WMIN.WIDTH 100-239.4 ' + i FIRE APPARATUS ACCESS ROAD 150 FT. FROM ALL PORTONS OF THE FACILITY OR EXTERIOR WALLS, NYS FC 503.1.1 3 N SHIP RD ILA E 4V EXCEPT IF SPRINKLERED, 300 Fr. rr ,, z i ) 9 ?< AMBULANCE ACCESS CLOSER THAN 300 Fr.MAY BE V -w REQUIRED BY TOWN T a 20 FT.WIDE,13,5 FT HIGH O o _ now or for e Y Parkside Height o. T�6 O vee P888� - - ] FLOOD DAMAGE PREVENTION - AE9 qg a° (Ytllage Condo) now or former PARKING CALCULATICVS v E Guemor Reality Corp. USE PARKING REQUIRED PARKING PROVIDED PER■ + 114 (GUESTROOM) TRANSIENT MOTEL 11 PER EMP OYEEM 4 (MAIDS) V a 0 ACCESSORY USE PARKING A3 R O'D 6 (ADMIN.STAFF) OFFICE:1 PER 100 SF 16 (PERSONAL SERVICES) 1 (VALED m° ' 2 (VAN DRIVERS) F N 1 1 SPACE PER BOAT SLIP 0 (SLIPS ARE PRIVATE) ■ MARINA 1 PER EMPLOYEE 2 (EMPLOYEES) 'I") o N 1 SPACE PER 3 SEATS24 (72 PUBLIC SEATS) r�,f z ZONE RESTAURANT OR 14 (EMPLOYEES) MM O 1 PER 100 SF W/E IB GREATER W o u> ■ RR RESIDENCE 2 SPACES PER DWELLING 2 (RESIDENCE) t 4 (MAINTENANCE/LANDSCAPING) DRAWING NO.: 189 TOTAL (162 PROVIDED 27 LANDBANK) 1 e u N N SITE DATA TOTAL AREA = 18.3198 ACRES o o ZONING USE DISTRICT - MARINE II 041) DISTRICT 0t ('"VVr••Ot°� / / C, ./S' • VERTICALN.G.V. DATUM = NGDATUM (M.5.L. 1929) //, • BENCHMARK - N.G.V.D. N.5.G.G.5) MONUMENT X525, ELEVATION 16.05 Ises ^ \@h0/j, /S C>. e� (3p�9 �� \ SURVEYORS OERTIFIOATION THI5 MAP WAS PREPARED UTILIZING BOUNDARY AND .y\ Vyq/3 \ �j �\ \ - TOPOGRAPHICAL SURVEYS MADE BY US ON MAY 5, 2003. 1 h, oma, � NE4y'Y' � \ p C ib, -� r 12 \ - \ �qn \ \ �T Y` "*:✓4' }�t m m K + e• \ . 17.34 \��vy O<P�Pd \ 4 �F \'' u•' ` .01 '\, � i/ ,j��jp \\ / /Oh `\ ��/ \\ S "o < / t yob' ' 'vEL. 96'RYIN CEG. \ V' \ \;`A \ / <\ 0 14.60\ %'e•o/ ,], I 10.'GPa. q,\ O \ pjr \\ HOWARD W.YOUNG, N.Y.S. L.S. NO. 45899 mVIM I vim+-�i� 1 \ I 6�'•� CS �9h \ \\ �F¢�' > b N 0 • n•vec. I + +r:. q o,�-- CAMI b"' rr ¢ O //' \ • /' \\ !`S DO .i/ e•GHeR33I / / Rrr ,9, S. 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II 1 \Ir 3.42 e 552 00 � k' / / / `\ '' `\ + 1x• '/ 02B / PT \� q� \ \ \ I 591 (0° / r0.05 ,pf/\ / /BN° �yh �p (�' S p �` I \ •\ ) +sae 11 / / (0+ 531 3.15 / ♦• \ y/ + .\ / + / n5.o1 O Ory r\ p]µ oswEr ----------------- i g ,Ao . 6.0, 6.,5 / 0 Yl'�\�G (63) i 1, r +4 // atj (es) (1�.q) �f,POQ-\90 �y 1' WEttANDS LINE A5 DELINEATED BY '\ \ ,�' / nl-IacmAR f P So_ 2r GOA5TAL ENVIRONMENTAL 4 LOCATEF. BY ,.4, I 5.293 172.,7 A /�10 (19.9) It � YOUNG 6 YOUNG ON 8426/03 •" `` `' \\ cV 1 p'�\ \ // e'cmAR \ n3.a1 (12.11 5.,214p V /L$M. / 1 %/ \/ / + 10 \,\Py\' / %f�'1+x.92 \\\\ „66 r ,bl.♦ +\+ 692 Y,N •Y /r/'3.�9 � + 36+9 I,. =W \ ''Y �(95) o \ �"'' I \ '` \ / \\ '3 `, ♦.'P'.y kr, ,D \ r mry _ _\- - -,_,_,J +\X . 820 \\\ \`\ ♦♦♦♦`\`\ r' rya \\ ♦ 4p4 \ 175) ` +� B \ '\`\♦ \\\ I il,. + ^ �\J s2 \ a NDl +1.69154 +lsabz B99\ y� 1 \ ♦ ♦ j % \ C 'S 6 4.B6 172.17 6.9 .19 164+Ibo..11r \ / / / �1 V W 19 ,.99 ` ` \a� \'\ `\ ``\ %/ + ` �:L 680 \ (99) (9.9) 174.4) 3 ,1.93 +200 35T•' / / O Ul .G'•a4"a N .C' Y 6.,6 'G \ •1' +3.W \ / ,y co O,Z R o 9.as,3.bz + / / .A1 ? O t3 ••+ o d yA B ; / \ , \ `a e9 (125) P" 3.33 \ ✓ / / I� Q,' o e' i• o �i \ \ \, \` + 6.9�♦ + bb, . 463 A 67 0 B.9 \ \ \ / / +�, ba Ct• A� \, C9(9A) (BD) r1\� 658+ 2DIC4+3.20+3.244 / / +917 % � N y1� rh \ \ \♦ dj`'>�, ` `\ `\ % % \� b. b CJ• \ II �0 / 6AI • D 2�Y \ + 693 //% / OY+• O y(� 9b5 / '•0 / /v,/. Sg6A 4b 1.94+ O,'Y.2i 405 / i/ / / °n/@ / (/{.iI N •21 yd N 41 \� + �. ♦ `\ / j + 6.54 �F i(9.a) I 5.60 F1' y1� / +2.1136 IIE 924 ///yyy ♦\♦ 265 // O d LID F4U d TH# / ¢ � + 9'' �i � + 43 99D3Y O(J/r AMA 'i .> / O \ \(1 6.16 + 6. 385 2.0 •\ \ \ 2� b�, 179) ..LL '�I,/yAa \\F, .\ Ibd5 .(¢`...1\p \ p/b 09 ;//// .B6 393 j 1154 �SY6 B9 X40 +31e n1ryp�� \y °1 V a W W \.; .Y y ty' ,b'' \ 54 3.43 1 a, 2 // (/) ry d •d G3 / N 3 d \ ' , \ ' , 625 +I.a2 ',29, s.91 / 522 }' . 1.42+ 951 555 \ \ \ 6.41 \{na \ '\,\ a?+?' + oB 620 / / "}W 5s9 % co d 6.17 / S @ 1D / / \692 ° \Q7O �+ / . 0 � \\+ \\ 9 6.15 aye �4 „o (�Iv\[" 6.19 ¢B�\Qp \ \\. `\ `` /, V"174• \Y 34 PS,p`. C.\� / O NrD �}Pd°Q'', ,+ 6�4.64 \ 1 �. 6. VS. / ` DOLPHIN O + (I6) alai •`?'1a7'Tp \` \. \+ ,'�\\i/ I ' o,' ,x2'i �3j /{ (2D),`IO R5MA1N3 of O o q`P EULKHEAD BELOW MLW \ ' , \+ \\ °9P'/ 6.64 �'�?�'697��'.,_�Ap" , s `\9P .4, � , � 4\ (To Be REMOVED) �� K \ .`4, \, �.• iy 6.66 ,5B\�.q,,Yj \\ Ory // \ ♦ E \ \ �`S\ 448 a��`P (� a ` ♦ . \ :Y�I Y y j n2) n \ �'\, 6.91 \ In a \SA 95 5, 00 9.99y.` Y r ,\C.E� +�� \\ v 4� �Jsa I ! Y\.\ ♦t'S2 ,.4a // nsl a\\ 4-) o (4 \+ 1.23 // .0 GWSiE1P,}N(1y}�(�. O m° 40 \\ \ F + moi' • o // ow • \ S \ 44 �I'1Ayk 2�ryA // n.0 o u7 k06 Y � s DRAWING NO.: - / QD.6) Y / qs + // k a 1 e � / PAVEMENT WALK5 E CURBING LEGEND DRAINAGE LEGEND 0 0 0 GB = CATCH BASIN ni 1 N OELGICO BLOCK CURB N pj = CONCRETE CURB GI = CURB INLET m //\\ / C\Jj (S♦Gr ♦ / /,( 9.y '+n, �/ \ ♦� MGG = MOUNTABLE CONCRETE CURB FI = FLUSH INLET o o LOCATION MAP N / C 6 O / / 7(� O On O qas GHDB"x24" = CONCRETE HEADER 4 512E OIG = CAST IRON COVER /,/ ♦ / FOC / / 09/G 3 \ \ = = ROOF DRAIN CONCRETE SIDEWALK 6 WIDTH RD = YARD DRAIN SCALE: I"=600' //, / C /' / \/♦ 9/ qn @n \ 1 GSWS' YB _ \ / O y y / / G / \ ` = ASPHALT 51DEWALK 6 WIDTH /// - / `\ // C`0� P/�wr°'� // / �Lp /� \\ \ HRMP = HANDICAP RAMP 5®IODxl2 = LEACHING POOL, OUANT., DIA., E EFF. DEPTH W E /'' b�r/ / / \ \ GA = OONCRE7E APRON LCB = LEACHING GATOH BASIN / Oy/ / \ ♦ LF = LEACHING FIELD /,' / / S ♦ \ Or = CONCRETE PAVEMENT / ' ,b /,y G O 6 j / \\ ^ ♦\ W •4. C MP Z MASONRY PAVEMENT RC-P24'/'' / // `\\q,// /// 655 \ o II \ G V MH = DRAINAGE MANHOLE `S /,/ // 6C\`� $' // `� C �- //'0� �gh� �" iOq h S ♦ `�P = STABILIZED GRA55 PAVEMENT HOPEPIB" = HIGH DENSITY POLYETHYLENE PIPE E 512E /,/ / / C�♦ 0'C`1 / \ / cB 55-P1 � T N N 'Y Oh ♦ GEA = GEO-GRID EMERGENCY ACCESS = REINFORCED CONCRETE PIPE E SIZE GGP E5SECTION //QC _ _ .�, `/ 3 1 a,{+\h yp9♦ 1l/>e NCO} i \ ` ` = CEO-GRID PATH IE INVERSE ENATION �r"`- ♦ / /`T\ �' U,C6 ��>� +• •rL� I 9 `\ 'i} n �6 N' \ EOP = EDGE OF PAVEMENT A 44 pm♦t .114 /,/ \/ E E- = EXISTING F� �� ' 'RIE==iOa `♦ Y /C, �'jN \ 9 ♦ = EXISTING 3<p° / \ lJ \l\Q' -_ cy;'" \° ' V/ MH I \ �t 9 I/ Nn .!1 q.10 m p / \ _ \/ ,` RIM ]5 6 a \\ d IJlhlfi ! r l a �' e.90 B ec 9 IrvJ', ( lel % 6i �% /� % (-_ �� y6 . 0 9m � '\ i ': !F "" >; O� ` S SITE DATA a " r�+ \ E C `c MISCELLANEOUS LEGEND TOTAL AREA = 18.1115 ACRES c o E •// l lel ll�l, .yi l Itil \`` �\ ' _ \ x \ ,( c D OR 815,073 SQ. FT. c ll/ r/1!)ipj1, 1 I,'allI' I�1/,I• - � Q/ '� \ , � / "'- i' LP 5 GEA` �P \ 9 \ v df O \ n SBL E ♦ O =P050 - BUILDING SETBACK LINE ° m e11'(��1/l )�l•i %I,, /��I)' / ns4 �F Q\ ,r \ el. _ _ _ m b \ ,.os O \ 'y +z9�5 EW SPOT ELEVATION CONTOUR DREDGED BASIN AREA - IB865 ACRES m Q A'� '� �' n '•;+ e9 �O rJ(� `\ zO = EXISTING SPOT ELEVATION UPLAND AREA = 17,2815 ACRES a D D � I�, � illi /Ui':' !;�(I , ♦ V� O \ y-,. 6 - ^ '� C \ t 't O \ a" \\� \`- _______2p_______ = NEW CONTOUR .N c c C O �J \ n, : + 4+\ 6 n \ 6 9 ` \ = EXI5TING CONTOUR .� o m c ' Il��l;rr1 OF `(\'(` .9 \ •. ` +" k 9 ,o` -_ h = ROOF DRAIN m E E v 0 ) F,� /' `�I . "'•v, e `\ sb " O ` MAINTAINAGE BUILDING = 6,114 50. FT. < < C7 / tip .i9,y4 50 , ..' � SEA. .� i � ' _ ♦ ,b \ 9 pn / \ n., / \ \ = AREA LIGHT PEDESTRIAN LIGHT POOL HOUSE = Ip59 SQ. FT. BF' I / ♦ / S' dy' ^Q yt" •.'JN I Iz z3I 9 6 ` N \ \ D u f+y _ -0,+ I I p0pi` ^ 11 ♦ � N n \ ♦ MANAGER'S RESIDENCE = 2,106 5Q. FT. 1 \ / /' 06 -_° •\"'• / ^+' ' Il O O d40 . \ I ,.} ♦ GB°sf�.S ' o ♦ \ UNITS(2,106 X 23 UNITS) = 48,438 SQ. FT. /i' \-) to \ N I 190 ' �• \ / GO d . �� \ I 7 \ A, RIM=Tm \ = SOC OC 4 / +'+ , Irr \ \ /qpJ' p 0 p p / \\ 11 5,00 / \ 'F ♦ \♦ TRANSIENT MOTEL RESTAURANT ANNEX = 4,450 50. FT. '/ OC d• C \ '+ `` ♦ 's NO IL/ II��11 \ i'.le ' \ ` TRANSIENT MOTEL = 2gS40 50. FT. 1 ON , \O \\ ` /'(� IM•1s , /O o �, 00 - ♦ ° / ON \ `♦ \ TOTAL = 82,913 50. FT. Vi \ �,^ 15. \ vS led. 0 \ d�P •! s„' ♦ � , t `. urv11 ,.I O" 1 , c hd ♦ / r Y 9 6A6 dO �. 6.93 \ Q W 5 room �1 ♦\ 8 \ \ / .(\ 0' '\^' ♦RIM I cB 1d9 D @� \ � � , O ./i' \ BUILDING LOT COVERAGE s J J � \ `(\ 2 41•: E. afp i RI 1.19 \ B\00P 12y0 Y'p\\ 6A-FI VO `� '\\ ` \ / m 1 O \\ c`ew \ >' I =9a 19. BEV' M=im @° V ,g ♦ 4 ♦ IQB,791 5Q. FT. /815,013 5Q. FT. Lu >- ', ✓' IO _ �N.r •49D ♦\ V ''6 � 'p N\ ,\ B.4 \ /, laa6 I .',A / ♦ ° m Lab ' 4w, b'qa m: GEA`\ oy Q< ; . B.IB , ♦ N r , UJI Z C'\C\�. \♦ ysi 1, \\�`C\" ° MIN9- M3 /�(p�Q l -Zh !" '_ \ \, �.\\O \\ .n I!� : NYSDEC JURISTICTIONAL AREA = 7,0540 ACRES = Z v rkOC \IQ I �s E" ' \/♦\..("\R♦ ° RIM=� '>b \``♦\ 'ty; . /��l'O \�T` \♦\ . D. B \ '3` ♦ N'i+' ` O U 0 �l O ,`�" I d ''seA \\s6F y \9 tom op '\ D we•daa d < z♦\ n/;. .@ \ '+.. - b 0\ if O . Q Q 0 \' \ ` ♦ >' L Now / /e ) 1066 rf-' r ♦.\ /, a ®� s• ,3 \ T. + + ,.4I \tb' i 'IbB s0 _ 2 >>�`,' %` \ ,� / X • • x '. _ / '�' N � ♦ = MARINE II (MIU DISTRICT s W I- DISTRICT T ' \ am nso , \ +",'/ \ ♦ 1,X ` � eo �� bA9/ ZONING USED 5 G a q' VERTICAL DATUM N.G.V. DATUM .S.L. 1928 \ ^ 95 ♦ ( ' � .,y ♦` 9hc n/S, '�♦ 4;6y �01�� Z O \ \ � bbl' \ ,D6 - •.16ao `y t) ssY. `_ _ /___ _ __ _ Yeya, N \ o I ` 's6F,%, `\ `y �o \ \� ♦,` (41 ) O Q / 2S.ae \ •4 CB aP _ / ° ° EL=-1.O 1 'e m `f ``\ �fj \ +s0 \♦ '' �� 636// BENCH MARK MONUMENT X325 6 T J N �'/ 4 v i a+ n _ \O " ^ \ ` 7 / ♦''' t06 ELEVATION 16.05 f Iw _Z \ \ .99 .0 ^'• 1 O I •9m / �U� � I C♦ \ \ /n 'LrJO:�•i''�+ri54 93 ,39 X H Q � O /'' C\J> \ {•1 / sx A / '',SRI NO.`4, \ pF`9 1- QO ,`yl im O o II x p TRIG Iba ++ \SIB w.T cs T.l-FI ,' a` / bo x,.14 SOUNDINGS SHOWN THUS (4.1) ARE REFERENCED FROM MLW F () ❑ Z Q Z a YY n .P'm �5 -_�Iw tiP 1' 1 N GAZEBO #3 / 3• =09PI6 SF ♦ AREA• i i! U \(`°� l e I, 11.15 FEEL=10.00 / ,\ O 1 is9 '�' \\ > IE•9.90 6.38 `� �/ LL' ��QII�� 3 \ \ O`T\ OCC•u'Q' r \ l •�� .^�_a Jnr„ 1 FL / ° o � J9 ',w ���\� w�s� 6'43 i 1 U a V N / O `) J j 'm Y , k ✓ '>`., Y' m 0, \,' 9Q '\y N m�J 'n l:v / ° o • d +n '. 3' . . 55' i I v d, ' s °F •Q, O9 a O . 2013f 68+ / `\ ° \ + .± IMPERVIOUS SURFACES DATA / \ \Q \Pl .. ' OC ,(\'� d^' / .6a / ,> +� 5 /�' ff' \ A / LF We � N 3 UNIT® tb� tl O rP \ 656 r1 , /;' `ti�\Op Fm .;'' - _ .,_.109,• v / I k,. •wE 5D •� , , I" 0.50 ...'RM ,.^ UPLAND AREA c \ �':._. �_. _. .. � __ _ 5•lo¢3b /e '�• rooms / ` EXISTING PROPOSED \\ s / ',r v° ^ ( m / / 12 \ - sle p Z ` \Q`\ "3•> `� Ba 3y�% \\ ♦\ IMPERVIOUS SURFACES 19015 AGRE5 5.2950 ACRES �1 C'7 / ♦ O � � '�� 149 o EL= \ \ \ .,> / 16.80 a°, yQ� V 1a.9I / / ,e. A;.`\ a„ , s.a \ O \ ♦ /' \ U' - PERCENTAGE OF 'u V O ♦ \J> \ / o `,\ C'C 00 v� / '`�.0 / ' 6+ °B y`. • a.4 'r3 E ` IMPERVIOUS SURFACES 19 % 30.6 % O 1 \ C \ a;>"' m ''\ / Z' �j /,C;sp6°/ - ° ♦ d+ '� ♦ L N 11 Q CC(\O w .r, Bso / 4 / o��°bp • 1 �6'ka v/ � \ (based on 11.2515 acres) m _^ m [n (T \♦ ♦\ � Qt ` \r\\f>'i.A`\ , / , IE9I40C ° 93a455F/ / `�tlp eb,'� / r �N� ' EL=9.00 ' \ ,m py4\O ,fj .✓ 'r+ �j j / em i�p�• �\ = LIM5 `\ O LL1 Q 3 OON R NY5DE0 a- \� "` +/, / / y /. / r 9' ExIs7wG PROPOSED m o o ♦ 0 r� \ _ / ® m b�.y ! / �;,y ¢ ®°� �.I, ♦\ IE•990 \ JURI5DIOTION \ B.B4 �Q ( � IB IroJB // A \' �%1, / / sj a aoaim' �( 14 ///�pl y- m I�"°• ♦ 19.41 \ b0% / •90$5151F •.�' O I,"'L-F' +I I3 / C \ N. `B / ' / 0 /, „'•':, IMPERVIOUS SURFACES 0.000 ACRE 0.1660 ACRE O \ '♦ f tr _ r 55\ \\ \ +\\, \ \\\\ -,> ,r•fa�?�' +/+ +/ ' // , • , y�B Q) ,0� �/� • / l _ y.9rpFU 1pp eQr9 / }`G'-+B O.,fI •NQ IE^.91'4 ;' � /\ � E€L=1 O \/ 114�,,,yyy R°IBM-7..00 NO.IE GAZEB 4 � ® \ \ p� PERCENTAGE OF EP < IMPERVIOUS SURFACES O.O % 10.1156 P � }o (basad on 1.0548 acres) Q m ♦ �.r , / Su' mk' ( 1 /--, _ 1,� �` 0.25 / . . - 1\ .. ..,.. q ' Oft\d•\ ,, .,o�`.>< ,✓ // \\ o O\` "9 ♦ 3Zo m \ w.1a `` .: / ��. .) f � r ,. / .�/ �`- � ®' ,'> a �?♦ Q. , ce e.4-F1 \ U \\♦\�.v.♦\`'♦♦♦•A\,+\\++°+\\♦.6 1B♦.�''�..�t,19O�3+�19�'+.1+0/.+�aE+�+�' +C`♦'♦*\vv ♦\\♦ h//mR-/\p1IeM.==/1l3,wm/1 AR'T"E°"RA;I_•B�2'iN$0O�.1I 'I AP t�kkpl.rJ�✓'`m®l/t`�+-II I /i`/�. --i/1.--./�)AN-/_D:1/A�,/I5_�A_,-_/N-__-IT--_1}/_I(Y�___G)Q_tN, T.L-IEPGLTA�ION:/\Th „•i`iIlB1k•F,/'/.,^'�/�/_/�'✓«:/4y'/B.P,.\/'\,�-/``\` 3b''�''.��a,c nm!a B0y12m,p�O.O I+ Jm �//(^//%/5/05/11'•IDo•Ha/p°P°EtP\" R =II99�m^-F°l Fi I:•x".�-' /FvN Fd�eBM/F\/°/g1n^bao�:F@s:\o1 e„(UP.g'- �T?�EG G O ED\�1 \ _I N a \/RTSY.�P/m S.�.,.T{�Yh-�tb}, - + ��i66P 1-`N�.LR,•,/IBE/•IA�Om IimE°;•�9&.97,°o IED=B4a8"rz./ °lo••lleam°LwIB9EM•.0mI.4IO.B4.A9fmaB0-oFPxI m BIe�.B.3�-.EIa nUbL��q=ITr10�oO-.05m0B5t_I N.,O-g -I� Q _1,`°°MH49.0,\.1 a'_S9.,^V'%'q�"n� /__('^+ m�OB J�_/�G/��(Oo_' B,,,sy nva-e:"s°0*b`.o0o`. >'�_o g•\b a°,«`o Io�`\.,q\d s�q�o♦\\\'♦b\4a�h(I�,E♦p•\�4\+A V <rH 4mSF 9F � n C), -;N -; nL+ ✓aji � \ ♦`\ `\\\ ♦ NET LB 14.1-FI LF EARTHWORKDATA oH%3 OUT 4' hN C ENTIRE SITE 12,142 GYS 27,688 GY5 I5S41 GYS FILL N\ /rr� O= 3 //' ♦ ` � - ---' +rA 9.Ifl 1 / / ' / LF NO.II \9'° _ i u . -•. 1000% �(00 ® � a o \ '�1 \ �,; F ,1 6 ♦ LP N0.14 p 1 '' � le � /� / i RIM.II IE}955 1 ( 14/ / I ° 1 . . •JDaOA 'F' �' O 2`IOOVS �• � ,4I� �'.' �i - ' Oy xu ° \�:Y+pt06 B 5• \�\ 'Y° ny 0 •1 Y v a:k r q �n �ry$o \N. ♦ ',� I ° p \0110Dx9 p -v ) 4 /� ,J_u^ 1 \'m:'• :"✓ / 6.16 O OB /M1EnB8145F r I}�as 'IE'3�p 1 IE•4b r , :' = °J yJ'\tOJ(vl' 5. ( ., l \ `;�•^A \♦\ NOTES am \\ zw? ,rF' ; 5�f i7 `C IO'Ie�IIDFfP/ \ ,9•�\O H:, e_^ IBopNkj r ByCve� ' '' rr ArsE�A.a -, y `•:, =ar r , p J' 10.50 ^ Cn sF \ ♦\ + ° � / � y(I_ ' _ - p Apar/ L' s1B "L$�11�a� i ♦ '^. I. ALL EXISTING UPLAND IMPROVEMENTS TO 8E REMOVED. � - FFE �... \ I 0PIn9 r'oo ' ' n ,2'• ' A r �` ,. _ "' 2. REPAIR AND OR REPLACE EXISTING BULKHEAD IN KIND h I / \o' R _i GAF T�ERI / - - _FFEL� II13 m ) I I!-� \\ ' � s LF 40 9 R O ly /- PRI V „"'. G450, ' ATE , / \\\\ , AS NEEDED. "-. . DTEL s,4s ,�' � 1 ➢ 't'1• �•'- I .0 `♦ \ R,. a \ m w , `(� 1 s u:a L'^ -r n �RININ6 H - lo,' S. APPROXIMATE HIGH WATER MARK SHOWN HEREON IS 1 $ \ ` s, ^]Q " P NGesn ALL d l' , m /LCB sSO I RESIDENC I = , BASED ON ELEVATIONS DETERMINED BY US AND UTILIZING A 'g ♦ + \ '�'ew'• , / N / " "iClorq°n O D RIM•590 e \ FF E I o_IerID Y .,. EL_ ♦\ 3' SEA LEVEL RISE OF 0.0078 FEET PER YEAR TO ADJUST ^' ♦ ' '. \ ' 1503 AO`, - \ / � \ - sr' ,n '�'�' '__� FEEL_ o .^� --__J /j O ♦`., \ t \ ',� \ O ,-° , \ re'+ ' �{� / r' z 109,0\ t H Dp / \ ___ „ ♦ \ THE N.V.G. DATUM (M.S.L. Ig2q). N/ "h ` 1155 \ Ti \ TRIB N°.15 T.- + 1 a' p��//���\ �.._� r F7 O b _ \ � ♦ \ J 4. PUBLICATIONS INDICATE THAT THE MEAN TIDE RANGE IS � 1 � 2.50 FEET AND THE MEAN TIDE LEVEL 15 1.25 FEET. q, \\ ,q ♦ SBI 3f1 d" l wH TWB NO3. �9 _R T / •`D ° / I \ / \��_/ i, / / REM��b4 `4♦ DRAINAGE DESIGN ,' . ''♦ \ i, �+ .o \,I'j• 5. z•-��,..- // `<) 6. ;' CRITERIA 4 CALCULATIONS / F + 5 '33 2.I= �• iS - 'la ,$ �Aa'9�' , ' \Q w \ \ \ b.,a 4}• ' ¢ IB 1 q, / / °y / N o-' .a ':S \,. / q,+9 \ / ♦ , V = ARG \(\ CC\ \ ,. +. o, \ � 19� !/'D / .O oq 16 1 / �,` CN '�� .. / �.• �9„r',p 9aT•1646E BBs ;moi' T" / 1 . \ / / / \ ♦ ..n 2.1 \ LF 4°.15 I sG O b C9 19.1 ♦ B /'" M+ r3•ll�' \ f / p A AREA of TRIBUTARY (S.F) /O Q a'O \ \ o ° 9•IODxI LOP�. "�6 we x.93 No.IOB RIMn / g �yll).pt t4L. ,\�9,�`� ) \\ // / / >S, ' R = RAINFALL (FT) '0(\A O9 O'(` \♦� +� ♦ \ / a, o z.l I _ - SF IE•5 pD y �P + LIMIT OF GRADING, \ / �,` >\ "♦ `'�i . \ A \\ \d•\ 3 .T / ly\ `C fir .3� .t,� / \ \�/ / , O = COEFFICIENT OF RUNOFF (/ J 0 C C'Q' ♦ '\ o / �dF n 9D �i, n '9 \ CLEARING 6 GROUND \ h O' P/ Q i \, o / f Y ' .1 50 e/ 3Q . =1.00 96 \ / \Z 0 CtC` �/ ` . +, ♦ / 'bap GNi O' ':' �A \ DISTURBANCE C(`(� Q -0 wa \I\ ♦. n D o G ° a a T OV a M'D'PB �+ / \ 1 O C O\ / bBO ♦/ A ° -10' ''� J• + a ^oo .�.'� / _ `� e \ \ . 569 TRIBUTARY AREA I ONS t Q IN ` I5v9 e. / / / • ar I b ,. / l� g a., EL=leo 4 25 m / \ 1 / ENGINEERS GERTIFIGATION O ,/ \ `. + ' '� ° O - \9�e + ° ° D tT+3) ,F fs3) 7•Q ` 4,- 1 + \ r15 1.5 J°J`` ' \ '.♦ `\ xmy` + V RIM•9 . tliCQ"Q� • / / \ + \ / IE•Tm 9\ O /\\ +_333 ` �6( J\\ 635 \ / ` `. \ aS \ frj O i• O > ! IEFibb ,35 \ «-1.46 \ / . 5.40 / t"A INS REQUIRED VOLUME ♦ \ 27,481 S.F. x 2/12 x 0.40 = 1,832 G.F. \ \., • / \ + 1a 9 \\ �. ,�� TR1B N0.1",, r . ,. N, ° // svM1b) (' y n.v R> •\, ( i.,e I \\ I // \ s y / 0 'T '� �, / GW 151-FI `\ / AREA=0yfB19F,,,., \ °' a 4 (11.4) \� � \ \ / / \ �O ♦ `.,,CA . \ / ` R1M.1ox, `. /. e.�3 dg / I U // i LS\,nC' �•.-':-` tl G\"'•- 5 \ \ \ .03 636 PROVIDED VOLUME A .\ �_ � ^h`+ a �'ec o!'°- : „ / •- \°+ \ I s9l O �'7; / ,- ;,�-g�.?p"'4 \:7 'H tl 1 .\\ s '. OCF P�» 1 m i"0 4 W, /yt" 9�) 0p✓ F :, \ I \ +518 i T / USE LEACHING FIELD NO.I � '\�-' +G u' \ / (1) 10' DIA. x 4' DEEP POOLS = 1,916 C.F \ - (0, _ - 1 t > C \ � O` 9'' � - �. \ �/ _ LB I /v., \ \ l ' /%//^'t•'//� /-. � � '�,:I{,: ! W li / g.1 \PS^. do al,,.+ , pw f / t` \ w \\ 4 I ,..,� V _ w a \ + � / 0 0y F'" \Q \ \ oa9sr t�T ..6.� '�\v �. �I / ` 'I F o , -168 n`>. q `°ram d^ I o '-..,i0z 6 T o° 05m) 4' y0 bry \,` +4 / II / s9l /+3.Is 7�' / HOWARD W. YOUNG, N.Y9. L.S. NO. 4.- TRIBUTARY TRIBUTARY AREA 2 AREA 9 \ ° o Cog bo 6. / pP \�1 a \4 (6s) h I / .' c?}d 3 Ci \ / . 11,2 p- a,;q, e� ` Dj 4 (� /I'� / / 0.48 THOMA5 G. WOLPERT, N.Y.S. P.E. NO. 61483 \ff. ;xti ♦ + 0.69 / ` �'' \ '•e - // ) �- 02.5) 0p.\40 ti 1` WETLANDS LINE AS P6LINEATED BY 1 / / GB 2.3 E 2.4 GB 9.2 E 9.3 y ". '♦ 'S° 2g `\`� TD 16.1 '`� /\/`y $_ / / v DOUGLAS E. ADAMS, N.Y.S. P.E. NO. B08g7 6 \ RIM•9a5 \ '+ "'" ' ( > C ' o •� COASTAL ENVIRONME�7AL t LOGATEp BY / g, Z' ! 6 51 (� ♦ IE•,95 g.1@ \\" "• / <u. \ �G (139' � - \ ♦ _ ,,4, !� 1 rpp ,. .40, 11/� YOUNG d YOUNG ON B 26/Os REQUIRED VOLUME REQUIRED . x 2/12 d(' ♦ \ +♦ `♦ ,w' Tin. <� 3 \- '� ' n2a) lli I / i 18,482 S.F. x 2/12 x 0.40 = 1,232 G.F. 26,241 S.F. x 2/12 x 0.40 = 1,750 G.F. \ \ '\ �a "'\ / $:. N0U5E 'oey % s) \�P to \ �a ,-, ry 9.50 / 0.,� POOL O s2 `^ ,+ PROVIDED VOLUME PROVIDED VOLUME \ b`' l ` T�,,\+ \ ! ,b6 PPEL-ILC + \'"$,6 � d`' \ /JQ- f1s.a) Pd (11 T) S,Tz >r� /Ppq />�1�.m j,/ / I 1 / f\/ `4 . 6.T\ C +801 / \''( 9 \ SS. °a\� ^ \ 033) vT m• / `/ Jv 096 / � 1 // J r A USE LEACHING FIELD N0.2 USE LEACHING FIELD N0.9 ♦y .," AIM=eso C! • T.a9 6.92 g,♦• . S69 / (4) l0' DIA. x 5' DEEP POOLS = 1,368 C.F (b) 10' DIA. x 5' DEEP POOLS = 2,053 GF \ LIMIT OF / 1 / 3, SUR TRIBUTARY AREA 3 TRIBUTARY AREA 10 \` \, +\\,\ Bsa25 a e5a BN+O 6sF o "` E�Q�oo +\ 3O 1 F� " \ $ rnA) n a n21 � DREDGING y /` \_l ------J Tv 169 <. `v c ' O ' '1 (961 - �', J � VEYORS CERTIFICATION + 50 t ___--__ GB 3.1E 3.2 GB 10.3, 10.4, 10.6E 10.7 \� 8,51 �\ 8.10\ C( + o �` ` . •\ $-$� ` f=° �,/ REQUIRED VOLUME REQUIRED VOLUME See +. 1 7co� 5,10 ':: Sz 11k,51 1 *1581.62 \ \ i l ry /� ( NELy , \ � y W 5.39 \ ♦ \ yi'C } bb / 4.86 (10.,) .19 / / V 32,843 S.F. x 2/12 x 0.30 = 1,642 G.F. 44,613 S.F. x 2/12 x 0.40 = 2,914 G.F. .\ ". B.5o T`•+ ^n„^ +\ `,� / 16a« +,. \ / / rt W. \ d.. *' ♦ .00 D + -G _ B' 69 1.64+' / / / P r \e �3 a PROVIDED VOLUME PROVIDED VOLUME 1.99 .t� t�'`\ `B\s4 �^� W < •.6.0� \ (93) (11.-11 (14.a) +I.9s +aOB«95'1" USE LEACHING FIELD NO.3 USE LEACHING FIELD NO.10 mA 65 '♦/ ` + o ° MASONRY PATIO °rT° ' . ?� 'y, (- q B.w \ .f / .� X M a< A,a (4) 10' DIA. x 6' DEEP POOLS = 1,642 GF (-1) 10' DIA. x 5' DEEP POOLS = B,o80 C,F , +'♦, \ ,11'00 6.6 , -Co d' i/ "'s z.00+ 3.45563.33 \ �/ / �y H O � '�i a d•� 8.13 ♦ \ ♦ 6.9 ° 4 ° o 663 E(ORVNA6E %�., \°s b. �\ C' �� (105) J 655 +930*81 \. / / / \ ' O O'J `� D) •` O W 653 / i 4) / lM HOWARD W. 20 _ +� / / +9.IT O w Bl'OTHERS) /„' � 2.25 / b.,l / 2.76+3.B / / ..G / TRIBUTARY AREA 4 TRIBUTARY AREA II �T I o LF .I6 0 } 4 po,o) (p .- / / pC��3 \ D' / 3.65 / ',t �JA'• \ '.♦ '..+ IB.noxa �'"" + si M+) ���:.'`.\\? / 4s6 1aa«�p,+�ij9.2�aas / / / + ,N� / n J � �' m c\! GB 4.4, 4.5, 4.6 E 4.1 GB 11.3 E 11.4 ♦ \ '+ \: g ° +. o ° i I \ �T`�PPf I «2.1 `°' S\EL� aA� ♦ ♦ ♦, + s ''l' i \ SOA{y t � `Y I. REQUIRED VOLUME REQUIRED VOLUME \ \+, r) b'/ 56� \ ° ° / 234-.Y'".A• + / P/ 263 / \ O'.) .Cl+a GI \ p �j N^ 41,332 S.F. x 2/12 x 0.40 = 2,155 C.P. 15,214 S.F. x 2/12 x 0.30 = bbl G.F. ♦ `, `:�' *\ � \ AP THR ' p ` \'° � + � '� 6.16 i� •� +`�3+p6'�Q.aWs \ \,� .+ .b ♦ `,; .12 r y C c 6.9 \a 69 FI b B.3 •IOD 5 A MIB N0.10 O9 2. 9 PROVIDED VOLUME PROVIDED VOLUME L /N O \. 8.03 a AaEA•zD SBF \ ' e USE LEACHING FIELD N0.4 USE LEACHING FIELD NO.1I G // h \ �♦' \ i 'b6 - 'C b' S, O sa i 2.a5a',d (6) 10' DIA. x TDF EP POOLS = 2,814 G,F (2) 10' DIA. x 5' DEEP POOLS = 680 OF G@ h0 /q 9L qp \\ `'\ 'y 00Lis �z ^ qt pn h/ `.. TRANSIENT / / °j2q.� 1S6 2.9 �4 / AREA TO BE DREDGED e M TRIBUTARY AREA 5 TRIBUTARY AREA 12A E 125 P cp o G� \ 5.9 00 MOTEL b6 / APPROX. 200 O,YJ e No,l, o FFEL=10.08 (/.°3 15, 1.42+ * 951 AREA-14,949 ` 96 b REQUIRED VOLUME REQUIRED VOLUME y n/ ♦♦ '\., ., ^ @ p ,a\b`�` / EXISTING ULI5TING hJN OJ \ +\ +\+ � e n ' // So �9 O3ry / NEW ROCK BULKHEADL. w4. BULKHEAD TEST HOLE DATA 13,355 S.F. x 2/12 x 0.30 = 668 G.F. 123,123 5.F. x 2/12 x 0.40 = 8,240 G.F. ps' `'\ +, „" \Y, 2 _ % / �,t �,@ 10 TOP EL. = 4.41 EXISTING TOP EL. = 695 ,6 \ \, ♦\ 5.•14 + �' I 1, \�9 // 365 d� /O@' 260 // REVET SEGNT GRADE PREFORMFD BY McOONALD 6E056ENLE ON 6/19/03 PROVIDED VOLUME PROVIDED VOLUME \ 895 fie;+ ' S+n "� ° �� / <o'>• k'' a / �d �' / �1* rN+1 TIw2 ,Nrl9 USE LEACHING FIELD NO,S USE LEACHING FIELD NO.12 ` '\_ J 6 / ,' `\ b // } (1'k G / ' 6115 q, \ 3 .i5 6� 0,[" EXISTING EL=6.33 O.O' EL=°.19 OA' EL=6.6, 0.0' 'O N % (2) 10' DIA. x (,' DEEP POOLS = 821 0.F (12) 10' DIA. x V DEEP POOLS = 4,105 C.F 619 \ + \* �'� o \y - _ J`� / DC / v.j \ / - - -` - SAND, SAND, SAND, / 'ay ( ` �J t` d BULKHEAD - /� �, / LOAM I LOAM 4 LOAM < O 'O = TRIBUTARY AREA I6 \\ \ \ ' ° r 9' B r \ /' / P \ / TO BE REMOVED /:., is, � F=1:64 \ SHELLS SHEL S SHELLS TRIBUTARY AREA b TRIBUTARY AREA 13 eT bb3 + a 4F .�� y ya ( / \ Y r9eW=, o:de'' \ 0.0' =369 25• a' N Y . :A\ e 'd n D ♦ \a•qi. / \ / .', / I-ealuMND SANT N TD 16.1, 16.2 E GB 16.3 40 ' 6A s. '+ \ r- 'r" \I' �� ,'"'' / ` \ '6 y�7REP5F TO (ELw-4.00) \/ \\ wL=8A3 FINE SANG 33' SAND B�� ro GB 6.2, 5.3, 6.4 E 6.5 GB 13.1 m qa° '\ °B 7 �' 1' e / 'P , '< ,( \Y / Yj Q' > p• `w� 1 \ L_�I'I \. \'\l\�,�\ / / / MEDIUM TO B.O \ \ IE=49•P 1.-1`0 � �` �'\''• / � \ � ,. ,,��. ,'' i,�\1i\\, PINE mlcSANiqA' BR°wN B SILT r ,p REQUIRED VOLUME �T� `\ ♦ ^ 4%, 7 \ 4 �; / B\ -/- OR6AN1c eos REQUIRED VOLUME REQUIRED VOLUME '\ ,� ° '�'{ \ \ cur SD' IO° SAND b'O 0 m� 29,133 S.F. x 2/12 x L00 = 4,856 G.F. \ +aMe ` s,� 6. 1 SAND SAND 29,016 S.F. x 2/12 x 090 = 1,451 G.F. 20551 S.F. x 2/12 x L00 = 3,425 G.F. @yyyQi ♦ '1.40 � / � \ !\ SILTY r \ z \ ♦,• \ 4 \+ \\ ' / � \ '$ SAND gyp, SAND 9.O' V.J Q PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME {9-`� .�` \ `. e6 .� p+`. / . \ / •'^ \ ` Bp/, o ' / ,(- "C �/\(161 �p SEGTIOMI B-B 15A' USE LEACHING FIELD N0.6 USE LEACHING FIELD N0.13 USE LEACHING FIELD No.lb > (, \ "♦, \* "'. ,}5 \,' 125 %',- U' ,l \ ♦ '9y / f°.� �T'2 / �\ 4.10 REMAINS OF " = 20' FINE TO O D (5) 10' DIA. x 5' DEEP POOLS = 1,111 C.F (6) 10' DIA. x W DEEP POOLS = 3,695 GF (18) 10' DIA. x 4' DEEP POOLS = 4,-126 GF `b \ \, '♦ I' s>• 0Q {/{�i� A\ (2D)+ BULI:HEAD BELOW nlw NEvmM ro Smp FINE To 11I 1 64 a•..F4BH 4\ /,LA a' "li // (TO 6E REMOVED) FINE SAND GRAVEL SAND I �I o ` ♦ �i``t;,/ ' TRIG Ny.10 6. Y`♦ �, D 1' Y � COARSE TRIBUTARY AREA -1 TRIBUTARY AREA 14 \ '`.. P♦ AREA. 9 asF M `✓ ° 3' q \CtiV Ny o 5i o ♦ �\ / \ TRIBUTARY AREA 17 A.. p Ao 696 , / rC( a' \ \ '♦ $1 111 2. GB1.1 E 1.2 GB 14.1 E 142 ("55 45 .40 LF NolB /♦ l} \ +`y 1x•4 Oo' s--714 nils 00' � aN \ 9 5•IOp� ''^^1 Y \ 4 5SILT BROWN T/1 REQUIRED VOLUME REQUIRED VOLUME REQUIRED VOLUME \ s RIM as �0 2 - \ 00 �'% / V G fBs)+ s1Lr LOAM Vl 14,-148 S.F. x 2/12 x 0.-1O = 2,242 G.F. 4' le•1 .35 D ' / \ ` 1s' os' a 4,825 S.F. x 2/12 x 0.15 = 616 G.F. 21,313 @P. x 2/12 x 1.00 = 4,552 G.F. \`oyv �'t. o «0 �. ' / __ °+ OOA¢E Fro PROVIDED VOLUME PROVIDED VOLUME DUM PROVIDED VOLUME TRIBUTARY AREA lel \\ ` �`° a 63s o 'O�F .1a S2� \ --\ 2 5A USE LEACHING FIELD N0.1 USE LEACHING FIELD N0.14 USE LEACHING FIELD NO,17 �,� 435 \ ° ,�lo•I Dx9 .Y+° B // ns) \----pREDGING b+ SAND a 6 5 (4) 10' DIA. x 2.3' DEEP POOLS = 629 G,F TRANSIENT MOTEL (ROOF) \+ ,� 0 \ ® ;� 0 // 22'* 36'2 LIMIT OF ` IN low �..� � 0 (8) 10' DIA. x g' DEEP POOLS = 4,-126 AF (11) 10' DIA. x 3' DEEP POOLS = 2,258 G.F' V o + 6RnvEL = .64 �, 4 O \e MASONRY (4U ,` FINE TO i ORGANIC 1 \ q pF : / `I. COARSE LLAT T TRIBUTARY AREA 8 TRIBUTARY AREA 15 TRIBUTARY AREA 18 REQUIRED VOLUME \ 40 RETAINING 28,515 S.F. x 2/12 x 1.00 = 4,163 G.F. `\ \ * bbo / WALL SAND sANw ''O' ® •Pi E N (55) WL=O.Bi 14.,' LLAT � [ ! N a0 GB 8.3 E 8.4 GB 15.1 TD 16.1 E GB 18.2 \ \ s\ T / TRANSIENT / FINISHED ROCK FINE TO sANv Bo' 1+"I + s / MOTEL PATIO CLAYEY /• PROVIDED VOLUME \ a5 as GRADE REVETMENT fBb) conRBE 110' U o 'M1 USE LEACHING FIELD NO.19A ♦ \ /!wry\`D6 // FFEL=10.08 FEEL=10.08 SAND FINE ra z REQUIRED VOLUME REQUIRED VOLUME REQUIRED VOLUME (IU 10' DIA. x 5' DEEP POOLS = 3,163 G.F ` \ /" + // EL=7.08 (Da) SSE o 15,6511 S.F. x 2/12 x 0.40 = 1,244 G.F. 25,423 5.F. x 2/12 x 1.00 = 4,231 G.F. 11,900 S.F. x 2/12 x 0.90 = I,g83 G.F. \ \! p�' "� / - EL=4.50 ftU nA' 11,0' o N USE LEACHING FIELD N0.11113 / - 1 06�/ - _ GARDINERS BAY HWM-1.84 PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME (5) 10' DIA. x 3' DEEP POOLS = 1,026 0.F ` k` / --- ^v USE LEACHING FIELD NO.8 USE LEACHING FIELD NO.15 USE LEACHING FIELD NO.18 a / "-- --" rF4 ? (5) IO' DIA. x 4' DEEP POOLS = 1,368 C.F (9) 10' DIA. x T DEEP POOLS 2 4,310 C.F (10) 10' DIA. x 3' DEEP POOLS = 2,053 C.F TOTAL PROVIDED = 4,789 G.F. / � ° /// SECTION A-A EXISTING n.6) GRADE m 3 atl 0 � ENGINEER'S CERTIFICATION 0 0 0 OF Ew ,, Io" DIA. X 28' PPILE ' 7 3 6'-O" O.C. WITH 5/4" CHAMIIFER HOWARD W. YOUNG, N.Y.S L.S. No. 458 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 614 614$3 DOUGLAS E, ADAMS, NYS. P.E. No. 8089 •S`{QSa lit VARIES 12"0 PILE 2"x10" DECKING 2" X 4° IS, A 6"x6" DECKING TOPOP WALEALE Y V HWM = 1.84 3" X e" J01ST U FINISHED GRADE IT"O.G, t 0 E Q SURVEYOR'S CERTIFICATION N et 3/4" BOLT ° ° EL=5.50 n Bc MEN = -0.66 !•:;�.,,..;.,�,•L.a. ,l ®„ r / r / ! (( n li X77/ " E PIL 2'%TRAP !% ,. p•� ; ,.• , 3 x 6 TGG SHEETING 9"x21"xq' STYROFOAM ATS. 2" DIA. ® EL=1."10 �wy� -�^ a G 2"x10" DECKING 2" ^ ,I'I diAU:T'IErRdD . t O E m w�4" STYROFOAM o! Q (� SUFPPORT '; HWM = 1.84 HOWARD W. YOUNG, N.Y.S. L.S. . 45093 3 d Vv N r.. •'• •. .• _ COUNTERSINK ALL ZAND$� 16b^— I 2-B" X 12" PILE •,^°.,. OF PILE HARDWARE AT FACE ---- GLAMPS 6" x 8" WALE r J PLAN TIMBER (FLOATING DOCKMLW = -0.66 Q I j w 3/4" DIA. J 0 10" DIA. x 10' PILE 8" DIA. LAYLOGS 71MBERBOLT AMEX _ C) , 1 NUT 4 NYDD AA5HER ,,wk^� o 0 J) V L FILTER Q / Z lo" DIA. x 10' PILE FABRIC °oN Q U p o 2"x4" BRACING Roti 06 —1 Z 0 L 0 < 0 (STING PILE ° 2x4" HANDRAIL 3/4" EYE BOLTS 4,_Q,� BULKHEAD E BOARDWALK T w z Q Z O 2-5/8"' BOLTS EACH POST �f F Q LL EXISTING GRADE EL=5.50 - NTS 6 Q ° ° HIGH iNATER VARIES ---rte_-_{4- OPTIONAL RAILING SEE DETAIL 3 w Q 3 s sr o WIN 24"5ENTONIf ENHANCED SOIL ^_�f�" III ( PN POND, K=' e OCM/SEC) "— —1 6 CAST STONE DOPING O O ' I = T- I 12"0 PILE f ,]TI V v 4"x4" POST =>_r=w.` _ _ O °�- N _._ rl 12� 6'x6" m 2"xlo" VarKING .."%-----' - IRRI&ATIq s _ EXISTING BULKEAD ® - - Ir °�>ry-T - ° '•`.tY.':�' a RAMP AHII ° 2"x6" GAP -V-1}-__ -r�Tl-�,. -" COMPACTED 501L "�'1•• a O � III III — — 2 •,•• 2"x8" III biix6ii ""---- `'' VI (�f 3 n HAM - 1.84 f LOW WATER VARIES ` =-'-�- I 1 �c - 5/4" BOLTS _ P PIPE PENETRATION 'D m O V O o Op _= 6"x0. = I"x4" SPACERS 4ry __ - - - n '"r 6 04 L co JI JI =-_' _ IT1 11111- m u rrn III t kl MEN -0.66 BOTTOM ___ .__ -_- -'—r 4:15ANDMENTONITE MIXTURE OR PURE BENTONITE /\\j\\j- FINISHED GRADE ' P '. m1 U Z 001 1 `/ `// ` /\/�\ (LEVEL) ��� ERICK OR STONE Q ¢ ❑ Q 3 m 2"x4" STYROFOAM / AS PILE STRAP q"x21"xIB' SUPPORTS 3/4" BOLTS \�\\ \ BACKFILL WITH ///\ BY OWNERSTYRD �I ❑ `^ ❑ EATS. IOAM PILE STRAP i SANEM4 GRAVEL 2" DIA, BATS. (APPROX. 520 G.Y.) 12"\ WHOLE P U 3 POND LINER G�\//\//\//\\/� D"- MAx. s=lb" U i EXISTING GRADE VARIES • . r NTS \\//\\//\\//\\//\\� Lw \ • `••"• FINISHED GRADE o ELEVATION crtuSHED sroNE �/ M SoHwEL ORT s D \ TIMBER FLOAT 4 GANGWAY L? CAP SCALE, I" = 3' GAP STONES B TO 8 TON EACH C FINISHED GRADE EXISTING ( BULKHEAD CONCRETE TO BE REMOVED I EL=4.50 LR � .•, :4 CONCRETE SURROUND ] b"REINFORCED 4 T STONES �4 _ TO B TON EACH � I/6' EXPANSION JOINT SEE NOTE 2 HWM = 1.84 EXISTING E GRADE SLOTTED CAST IRON TRENCH DRAIN �18TING GRM _ � W RAIL AND GRATE A5 MANUFAGNRm BY AGO POLYMER PRODUOT ,,INO., OR APPROVED MWV MLA = -0.66 _ 1:3 h11N ° i / NOTE CONCRETE RETAINING WALL f �® 6" MIN. _1�.I; ; ; • FINISHED) SURFACE OF RETAINING WALLS MAY BE ry �I ❑❑ -� ; ;,,�"r ;.,.•..,,�1-�,LT-- 6"MIN. --� CONCRETE FORMLINER PATTERN OR MASONRY VENEER AS h• C W s¢E U SHORT ° E. P N L" CSI ®o® =1i1 :.T� T7� FINISHIED ry DIRECTED BY OWNER. SPADING DOWELS GRADE L J 3' 1'-0" 2'-8" ,y4 0 18" NONE N4 9 18" 4-g4 #4 ® 18" NONE #4 0 12" NOTES, • CONCRETE SHALL BE fa = 4,000 PSI AIR ENTRAINED. C'j4 1.A minimum concreke strength of 4000 P51 le required. W 4' 1'-J" 3'-3" (/4 ® 1B" NONE N4 ® 19" 4-N4 ,}W ® 18" NONE N4 ® 12" The concrete shall 1 vlhe .n r e etirrke air packets, • ALL CONlCRETE WORK SHALL CONFORM TO ACI J 2.The Finished levelhe the controls sni ed muck be 5' 12'-2-13'-1 D" 44 ® 18" NONE ,y4 ® 18" 4-,y4 g4 ® 18" NONE ,y4 ® 12" —T GROUND WATER(EL=LOT) apRefer t6" WS the top al the channel edge. AREA TO BE SPECIFICATfION 301 - LATEST EDITION i 3,Relay t° ACAS latest IneWllatlon Inskrvctlons Cor BLANKET STONES s' 2'-5" 4'-4" ,y4 0 18" NONE /!4 0 18" 4-,y4 —#40 18" NONE ,q4 0 12" compleke details. DREDGED s TO Is Les. (APPROX. aeO G.Y.) SANITARY LEACHING POOL GROUND WATER SEPARATION TRENCH DRAIN NT5 ROROCKREVETMENTS NT5 NTS DETAIL – CONCRETE RETAINING WALL NT5 NOTE FOR LEACHING CATCH BASIN USE OAST IRON FRAME 4 GRATE CAMPBELL FOUNDRY, PAT. NO. 340-1 OR APPROVED EQUAL. d � wo o FINISHED GRADE O.BO COvNCRETE TO BE 4000 P.5.1. AT 28 FINISHED GRADE NEA ASPHALT PAVEMENT 6-O O t AY5. PROVIDE EXPANSION JOINTS 20'-0" OC. WITH 1/2" BITUMINOUS JOINTS. 4.00' 2 OO' - - ' ..;a•"• ' TOP OF GRAVELPAVEaTO BE ^ •, 00000000 ;' LEVEL WITH ADJACENT SOIL O N w 000uouoo O ELEVATION TO CONTAIN GRAVEL GRAVELPAVE2 GEO-GRID PATH & p TU m d O " . nnnnnnOO ••1 OAST IRON FRAME \\ �\ \/\ \/ /\ / / INVISIBLE STRUCTURES, INC. OR o I,}• GRATE CAMPBELL , / \T \/\ \ \ ;r : ,•:.'9,•:.�i..'v'', .�,+.:.: '.;,� APPROVED EQUAL �'V5 N y 1-1 u, ..,1 �OOOOOOo FOUNDRY,PAT.NO. y' / .�". '. , ., N Cad .C"0 /8" SCREENED C' a " . �OOOOOO 340iORAPPROVED " '" `` •" SAND CYC 0000000 BQUAL. vw!! 0000u000 \ o000000o IS G 67 illi it L� ° ° ° ° ° ° ° ° ° ° ° o d �, Z _ ° e O'_B. 12. *" 0.61 4" CONCRETE 51DEWALK p _�-III- -I -III-III- -III- I-I I- I-I I I- I= d T T 1f 1�-T=1 f I I If 1 L I IIIT-=TfI i11i o� w 6'x 6' WIRE MESH REINFORCEMENT - 1=1" �I i, II- IL 11111 li - � 0 =III- FINISHED G STABILIZED SOIL BASE O 7 4' x ET P-CONCRETE GO VER SHALL FILTER FABRIC W x0 x B GROUT AROUND BE SET I'-O" MIN. BELOW FINISHED ENTIRE PI GRADE 3" RECYCLED O CONCRETE BASE F q PRECAST SOLID WALL GRAT IRON FRAME < FLUSH CURB URAINACE PIPE RING AS MFG. CONCRETE HEADER WITH SIDEWALK DETAIL GARLSON PRECAST GEO- RID PATH 3 AVPTE A g ST &RE FOUNDRY, TE NO. NTS G 3401 OR APPROVED NT5 APPROVED EQUAL, EauAL. Ni r 0 IJ 0 In m AST STORM �— °:: GRAPREDIN RINGS AS CONCR4000 ETE�x AST MTs. ]I MFG. BY CARLSON nDRAINAGE PIPE O `) BY SUFFOLK GEMENT OR LCI( APPROVED EQUAL. O PRECAST OR i APPROVED EQUAL. TOP OF GRASSPAVE2TOES } f LEVEL WITH ADJACENT 501E 2 3 N �® m °•'t'. r.')>� "` " PRECAST REINFORCED ELEVATION. GRASSPAVE GEO-GRID PATH O 0 OOO CONCRETE BOTTOM INVISIBLE STRUCTURES, INC. OR x 2-O SLAB At SUMP1-1/2" WEARING COURSE APPROVED EQUAL c TOP SOIL 6 SEED Q o 2-I/2" BINDERCO1R5E / GROUND WATER \\/\ \ \ 3" TOPSOIL 4 SEED I hes- T} d, �\4A I 10101,--�- °• 6" RECYCLED CONCRETE BASE a ° 6" RECYCLED CONCRETE BASE ` � -11 Hll=a = LEACHING POOL WITH GONGRETc DOVER --� I. WALL REINFORCEMENT Wq' ILL NOT BE REOUIRED TO A DEPTH OF -O" — — _ 6" STABILIZED SOIL BASE 1y—TI— =LL—T_ �— = 6" STABILIZED 501L BASE 1, III Ir-III=1 —III ,�= -�— I III—III—I 1= �j I—I 1= = Ill II h rI 11 IT =l' T O = LEACHING POOL WITH OAST IRON FRAME4 COVER 2.DEPTHS GREATER THAN q'-O" SHALL HAVE WIRE FABRIC 711 CONCRETE REINFORCEMENT 3"xl2", AND 2 MIN. VERTICAL WIRES - I'—�—i FILTER FABRIC 12" O.G., I/2" MIN.DOVER. O W W $. STEPS REY' REQUIRED WREN DEPTH EXCEEDS -O". 6" RECYCLED CONCRETE BASE m STORM WATER LEACHING POOL/ I ` N LEACHING CATCH BASIN FLUSH INLET CATCH BASIN MO SLAB) {� m ASPHALT PAVEMENT SECTION NT5 NTS NT5 5TABILIZED GRASS PAVEMENT SECTION GEO-GRID GRASS PAVERS FOR EMERGENCY AGGE55 '� V OM Nis NTS z w N m � O u7 INA L f DRAWING NO.: C-5 0 0 0 0 IN LAND5CAFE ARCHITECTS CERTIFICATION n LOCATION MAP N SCALr: `=600� X Ol xn- w E J0 RORALP E. PI NO. 1447 QVI) Q 0 -7, < S< Z-0\ 01-) O� V\ bq, (,;Now 4, o I za >\1 E IV INS", < c < E E SEA L Z 1> vi + a-Pa b 0 A Of IZ k, Lu Nz Nis < 0 > NJ L-1 z olp "d 4_ 01 X �-O Z LU F- LU Z < 0 < 0 -17 C+ + li C) LL A I < <X z < z '�N C'r z 0"' 6"co so \0 Lr) + 0 0 * < (Y) 43 'A 0 0 A (y) ex, ff� C'4 b N CX5 Q 0 01 U' 0� Lu z A 01�1 V, O� -16 n 'T < + 4 A -AAN 2'k cp roo- 2W 2- TRANS) Z>' % cArMM7-,MO7BL FR,I- LEGEND to -p I,, - -�Il , (pr . 5 HA EXISTING TREES TO REMAIN JAPANESE PLANTINGS(BY OTHM�) 0) ZAO -'O'�' ep 0", \\� I \ LIMIT Or GRADING, ol ON CLEARING 4 GROUND "E DOLPHIN DOLPHIN aws'nuR -------- (83 PLANT SCHEMLE W, ---- 0A) Ar' TRrF5 u V'6y SIZE T SYMBOL BOTANICAL NAME: COMMON NAME OTY + ov, sp q3o- pip/ q AC A�HIW 4ANAEEN515 vml'Ea0S`y 6110-HT. Ste vi U .6 NO HYBEA 5�-VATaA 25-1-S.E� 540 V> �All IA-. Ste ��ETLAND5 LINE AS D11LINFATED BY 21 (12A) 2 5J 50PHO��POWOA RESENT ecHOWRTSEE 2511-9-0� 54D % COASTAL rNVIROMME$TAL 4 LOCATEJ? Br :9 �rOUNS 4 YOUNC ON &,f26/05 12 sw eNLIX NIPAE &DI-EEN?4EEPINS KLLOA 25-15-OA-. 5.0 AP (12.1) 5.4) EVERGREENS pl, arr I symwLI EcOTANicA-mAmE I COMMON NAME I SIZE ROOT POOL 01.0) IV &P rL=11.00 g� - 10 D BEBBA� DEODAPA CEPAR 64�80 HT 015 (12.1) %, .1% - ------------------ IS 61�0�WA�MaA �PANEBE I�OMMI� 6--W 545 �IPEM5 V[ItSINIANA Emmu'N Pap lw�g b-&HT. b-�-HT. 045 ISOM +lhfl� Se POEA ADES �y 5�E IS PA jq + t`2 + t`2 m R5 Mims S�OS4 EAS�mim PIKE 5 SAL. WNT+ L.4 2 L (14.4) C) 615-HT. S40 K-0 + '; TP Ml�TA hm&��VITAE +24 E q15 "Z� I Ll L MASONRr PAT[O 200+ FL=lt.00 (125) SHR)55 5� 2.16+5.5� SIZE GTf I 5YM5O-I WTANICALMAME COMMON NAME RaoT v 4 C�d C;� 115 As �.Y AMELIA B.A� WNT. u. p C2 40 CA �ONFA5`nBt APIUI-ATA O"Kvtff�6MONEtOnSt a&N-. WNT DD HE HIBI�5YN� �M OF SHAIROS 41WHT. COW. xoe 0 21 W �CA MS6�VMI�A BAYBERRY 51-t.W. Dw. It 11 AP v Ry a Y'6 0 N 1�1�11 + LEAP�W�qffl� 514-Hr. W. 0 0" 2.48 fl�l a sm)W5 415TE" �5�RITIM 5�11 PLUM a&AL. 2-145 -1.42 c) Ep IR, � 1-3! 0 O�� Vle`�T.N4N7DSJm BOUSLEMLE VIIS�H 5-4� �T. 0 TRANSIENT C MOTEL 1. AF ASSIS�F�OA NT �u� A + PERENNIALS 4 VI NE5 Q� 5YM5OL WTA141CAL NAME COMMON KA 4E 51ZE ROOT MISE�SINENS16 5 SNL. NT BE H5 166 NK KPPONAN�UN NPFONI� HOIVMK BABY 5 IAL. 01 m PH PENNISE�ALO�Om VAAW P�AIN 5 AP (D MOMI AS A�MHILA�ILIW�TA�An PAY 6me�llm m�� 107. "Lm NOM 1.mmwl�EHA�Be�T DMERS�T DOLPHIN z DEC IDUOUS TREE > NOTE5: 16 OF N 1 0 zp 0 WL"EAB SeLcAmi-,i I'M BE REMOVBD) REMOVE ALL PLASTIC 4 NIRE TAGS EVER15FZEEN TREE REMOVE ALL PLASTIC rOPZD5 FROM i MULCH TO BE KEPT AKAr FROM \ \4- TREE BALL, 17 PRESENT 0�) TREE TRUNK cd IN 6POUF'lNr5 OF SHRUBS, EXCAVATE Kh N,' AND BAr-KFILL. ENTIRE SHRUB SHREDDED BARK MULCH @ 5" DEPTH % BED AREA vdFREPARED BACKFILL SOIj- SUACER TOP K/MULCH MIXTURES. kw 5" DEEP SHREDDED BARK MULCH SCARIFY AL.L SIDES Or PLANT PIT % > PLANTING EAcKFLL mixTuRE NOTFS; k (4.1) ml) * REMOVE ALL PLASTIC, AND AIRE TAGS. DOILPHIN 0 P-4 ED * REMOVE ALL NON-DECOMPOSIBLE CORDS AND PLANTING, 5ACKFILL MIXTURE DO NOT EXCAVATE LONER THAN BURLAP FROM THE ROOT BALL, IF PRESENT. - FROM SIDES OF THE ROOT BALL. BALL DEPTH. . DO NOT CUT 5URLAf * SET TOP Or ROOT BALL I" ABOVE FINISHED GRADE. 10A 0 , 0(0 (7.1) -- - REMOVE ALL- ACCUMULATED GOIL OR MULCH FROM THE ROOT CROAN AREA. SHIRUD DETAIL TFME DETAIL DRAWING NO.: N75 NTS REMOVE ALL V41RE BASKETS PROM ROOT BALL, IF PRESENT C-6 awl Sr po ww¢ QZww¢mzor W www wQ�z3w~¢¢ wwwa 'AL wo ¢ Jz 01=/IOQI 111Nw KU 20 zm�U1Qtt2 gazZo �ozOQzwoo dna d �o�wo9mo wwww wm o?w wiz+, gwUm ow ace 015❑i-o❑aoa c�QEawz Mcyo Wig O c�ryq N� STONE DR. so GILLETTE DRIVE Lot a ~z Q DO Q¢ G - - - V O N z DO � � z g o R ZONE R40 �m 20 EZ o D 0 Lu E ETON I d.\ O `� O 'IZ_. Lot 10 I Lot 9 I Lot 8 Lot 7 I Lot 6 wRTH Lot 5 z - - _ - .N W F U W Z O o O Q all Aim 11 Ail Ala all Gia 00s 96 Aos = Qrn 00 N a ti GRA55 PAVERS GW>55 PAVERS ""a9 , 7 LAND-BANK REQUIRED PARKING J Ail Ais o 0i1 Ail 9,i9 Aim 0.i0 0m Am m e PARKING SPACE FOR 3 RESIDENCES V SLIDING GATE ROCK JETTY 0.16 610 A¢ ols oil 0.is ie Ala on Aos z N T(or, W 01 n 0 (SPEAKER 4 TOUGH PAD OPERATED) 671Cm9' 011 0z3 A9s 0.96 Alis 09a o Ail ots All m Z 8 911 0bf ' 011 O9s Al 011 Ail 911 0.01 002 003 0.07 0.7 024 014 0 37 020 0.23 al 020 013 0 0, 0, .3 6,05 �t' �' _ 6 N53 0.39 1. 51 1• .9 67 .7 0 101 166 139 0, A9b AL oae nat o,9 .OS 0.10 Oa S1 3 1 3 1 5 A I• 2.46 1,16 257 7, fi 2.49 1.79 2.56 t. 2,51 107 2,59 L "6 2.77 2.34 2.78 �B 0.& '556 0.76 '2 'I 320 31 3.18 L 4 ,f4 1 3.23 3.1 3,16 L i do a�_e' 4fi- 93 i o16 aim 131 a3O A3b Aif 6zfi Am wLv + ♦ '.+ . Y 1 .,' }_+_-+_ - -y-_j-_,- _ _ _ _, _ _- 1 IN I 1E A 2U 'As nl6 0.16 0.16 6i1 4.�7 4 , t t , + + __�-+ i-,_�_' !, + I 4 , 'I + 1 Y ! i p q + f ♦ ! ',i I + P +' 1 Im 2 21B A) 0 ; N n19 ' ' 1 " 0� 0 �I a`6- , :.40-336 S' ,4 .fi-'i,i1-,5 ,7 8, 07 5.17511 7 9 L. 1: 2.24 . 1,45 17 3:fi t,Pl 4.1fi 1. 1 11 1,2 W i O 191 A /a J tib 09s 170 9M N z J O.Sfi 0,59 0, .9 4.S 2 1 1.4 ,ifi 053 0 0167 0.43 045 0.40 04fi 0 0.56 0.41 0,39 03fi 0,41 OSO 0.47 0.34 032 032 0.39 0 0.43 0.26 I Lie xll zs6 1,ir ile 1.16 x31 zn ai1 073 0.74 OSI 0� 036 0.M 0.41 047 038:`:,:; 'r,Q57 0.54 039 031 0.32 0.37 00.1 0,37 018 023 0�5 0.3{7 0,7 0.{40 0.p`15� 2 2.4 3. 3, 1 1.9 B Cfi3 035 0.29 0.31 0.30 016 040 0. O.S5 036 0Rfi 0.25 015 0.19 0.1fi 0.17 0.21 014 013 0,16 0.14 0.14 0.f7 0.76 0,16 0.14 0,73 0.13 0.1fi .1 0,16 0,11 A zos 261 zil 1' in+ I' 9 la zN Q M , , • . , . • n , , , • , • , '6H5- 9-0.3 �@ ; • • • r , • • • . u r . , r • , , , • , r • • r , , '\ 0.12 A A+ 23a 99 2 a- W .7 0,55 041 o:a6 0.1 02 0,16 0.75 0.16 d1d51�18i:10.71 0^i6 013 0.13 0.74 0,13 0.13 0.11 0.&-0.'11 0. 6 79 2.7 .05 O.fiO 023 013 0.11 0.10 0.10 0.16 0.25 065 0.36 0. 071 0.14 0,09 0.06 0.106 0.07�01�7 0.07 0.07 0,07 0,07 o.ps 0.05 O.Ofi 0.05 CA5 0,05 0,05 05 005 0.0 05 005 OW /� Z Am1 0.16 a5 0.39 41 210 i9 ] 219 LV / \ f \ 0.m6 6ma 619 0.11 m. 211 0.66 n66 1.13 Q' ,4 5.♦-0' BiB3 1. 42 0,13 O OD O / 21C /eC / 2 0 4.23 39 9 042 0.14 0 °0 0 \ ms Ass Ala Aie 0st 16 zl6 zw 291 go Z lJ QD0 ° \ \ / '\ Gas AW Am ois 6,16 Abs is 1,77 1. 636 'I- 0_ AO ' .10 2 029 000 �I \ ` ,\ Aia Aa ON All Ai6 Ai6 060 Ae1 As9 Ais =; W 0. 1 S4 58 i6 024 0. 0 Ay} , �m�i4'4 � � \ As9 495 0.11 nal 0..6 AW 91a 9dA bas 917 J Z O ns1 At6 Dal ail Ai6 0s6 Aa0 0u Q e qi �a Alp `a �A 100 / \ � 0 l�L J ol¢ l�o¢ zi/ 961 Seo 3s mo6 oa9 6¢3 o¢a < 23c 22c w 293 z31 6i 0.36 6s2 6w AaI w W Z GRA55 PAVERS oae 211 aol/ z39 16¢ 6,1m oat ms om p W 3 "�"� l Y i 99a Ifi6 LP 6i IIA 110. 0.10 gal Am 90. i 1. oie 9,ia o° F y 9 rr 11c S O + ♦ 1 d C, 7 ; I ,\ I6 21a ri zi6 z3s 101 oio u Azi o¢1 /R � F- 6 1s 1, fii� 022 oto 00 19C \ ass s 213 a9 ti 951 Gia as 0.10 675 611 0.11 0.60 019 619 ii Ai9 031 '.1.4 1➢25 010 � Y 12c \ 0.94 000 om A all o,+, 011 06 6s1 06 0.W a 036 9.N es I 116 9fi1 1 fi 6, 9.39 6 008 012 OQ ` �'°I' /p 7 W a ,II / z311H1 '� U \\ r< H _ 0 p 6,19 am ws Om 011 0. 166 26 119 1.63 CJ a al 6 0,37 D11„ I! / ;9 y l0. TM" 20C O 3 F k '1 r 0.n a2l 0.m Aa oat .h zl¢ zl x1s za � � t {{ A r yl(}t 7,44 ; 07 Z O 1� 2.6 ,, fi3 D24 DID �� 14 ll , 1 _---- ZONE MII ASR 9,19 NI am 6,31 9,99 116 13 9 l4 0 N 27 LAND-BANK 1 < r,,rr1 i <a''u 1 _�- -�.� \ co rn .. IW1n >a 6 �' l 1 PARKING SPACES 9 L0� 1. 0. 19-009 µ er� aw.!'�h I /-' -�.� �\ au An Alm 096 0v Iol 163 l9s n9 1,N W Q Z Z 7-0.2R-Ap3 slal�e x ? � 1�4 ' �'. / \ ♦ Q U mp /L � � � ' 4v � 613 011 Oaa 0.16 013 fi 231 21s ' J a.i3 4ml 1 Dsz�aa ' ' / GRAVEL ROADWAY 0,u 0.v 0aa oza o,',u 0.66 166 z61 2aa tat o ❑ ' . • � +fi � � CGS" 015 nID 615 0.ml ON Oi9 Ols 969 Affi 0W 9..10 021 911 912 N 0.39 916 919 96 99 U t .3 u1 �r pae-dol \ 8b a 13c \ \ Ale 013 Ago 0 oil Ayr o a oat �' v \ 4.19 025 0' Ass L I 991 oS o, Ais ) a"',3`" 4`^ - % _ -�i�, z6a 09s 0L or ois U 0- 017"-0,01 /\ .y / ^ / � As1 a19 IA I' �1 ' 191 I6 a37 Axl 20'-0" 326 fl .1 fi- 011--6 / \ FIRE / / o �/ g16sE-S3 EC�va. \ 0.21 0, xu z41 6a 04 ois 3 +I / � 7b ''a � HYDRANT � -`"'�'� ( A10 Au xIz 91 29 sis 1n A`sn 0.m = REBUFFE TAL a.4r 4 33' 6 \ I BUFFER I ow Ait lie lis o61 t6m 0t; o32 o.i1 Ild , FIRE y�, 0d9 0v 1 2ii xla is o oe: 031 i6 2 DB P.17�A0fi HYIDRANT i= i /` .. An oil 0.w tao 0.W 0qu aia o 7 + •7 A14�AD6 / \\1l I 913 919 911 0.37 616 9, 9%+ 9� 9.13 AI WOOD BULKHEAD I 01a Ais Gig 0v 09m Ase 090 Aii Aia 010 o �s ma�-Ioa6 ,e .p..v14C \ Od�a�> 17c \ 4. 445 1. •8 0.17 0.05 "I'=? I I v 122!E gz5w QpN3T52%0'W- 4.39 4�2 ,01 �i Ali- 0.05 � �� R� a d � c' 3 �fi r ZONE R40 , 04 06� 6�6 , '�'W � �19 r fi 1 8 . sd O yN 9D6M�m � x7_: r 8 -N WALKWAY DETAIL SCALE: I" 10'_m" 8'-0" 30' FLOATING DOCK I, 6b OPTION - 8'x100' (SLIP I) (SLIP q) ., I t lSLIP 2) (SLIP 10) i" "ao E 27 I I �l6;Nd71a 4 / "' ® ; W0 KHE,AD ~ PRIVATE MARINA oil e 114 1 zs�, �` � 4' " (SLIP 3) (SLIP II) _ (SLIP 4) (SLIP 12) e HEDGE ROWS " -° / \ " AREA- 60,361,66 SO. FT. 025 a �o o.b4 ` " " ''". 1 ` r` OR 1.3662 ACRES FLOATING DOCK IPS �1 v r ({ L' TOTE LINE, OPTION - 8'x150' i �lSLIP 5) (SLIP 131 LAWN 027 0. 18 50.6 3,54 1,4 0.26 °b' .nf (SLIP 6 (SLIP 14) _ US 0.4 0 ` 6 23 � NEW DOCK GOLF CART 03 o, R _a„ f /� PILINGS RETAININ PARKING - 6 ,W 0.8 0.3d D. 1,fi '. / \ r ,. / 15C (SLIP T) (SLIP I5) WALL 5PAGE5 W/ ♦ ♦ + <" SIGN 'GOLF 105 0.17 0.5 91 < 3b .3 - CART " ' CALCULATTIONSUMMARY. PARKING .D9 027 .78 .B 4 < / 7 \ Q - �: AREA AME GIME SIONS GRID NPME AVE MAX MIN ONLY' W .fi o� 2, 2. 1. 1 / d ELEV: LwrRgt Pk99 Lot NewGdd a> 1.8 5,8 0.71.0 16c / f 4.0' ap as e.9 6 t 3A III ks NewGdd <+> as ai ao . ♦ « + . I �� ALR:, A _ :, , Lwr AP Lot 16 057 480 13 1.2 tl 4 ,:;g, ELEV: \ `,,+. ♦ ' .1 ''+ - +I.0, ' \\ <p> 1.8 51 1.0 Y- .1 \ Left Lang PAgL 77a481d0F1 NewGdd <10 2,0 fi.2 015 o LL RAMP UPS/ ♦ # A 1.0 59 00OU7D a O .5 6.11 L2 096 1, 6 6, H' I # - TA Pk LAA •e+ ` A \ \ \\ 1-5- TERRA R ;:'U P 9 No Grd <+> OS U 0,5 A 4dB 3_ 1.10 I 1.07 1216 1 \ TERRA E - , ♦ + , ! ! � _ � � � \ \1 0.0 17 a wa 1 � 2.6 0.,1 0.7 tl b1fi 114 E 4 " P V NewGdd <,> ob a> D,B as 9.1 121 .76 2.94 8.4P 1. 4,13 / wT. E 1l LUMINAIRE SCHEDULE i TYP SYMBOL DESCRIPTION LAMP LUMENS MOUNTINGBALLAST LLF OTY O.M 073 s4 112 12 4.14 4,96 s 7f I 0.1 U.S.ARCHITEVMIAH Types 475o8ard 5 ♦ 1' , ! 1�1 / D (1)'B507'BSAB-IUJ00MH (1)M-70NIME 5500 0,62 f9 28 ' 0.92 14 512 U.S.ARCHITECTU 175VV MH TYPE SED 6,0' H 9 (1)"VTVRS41-011 (1)M4751U-HOR 12000 NIA 0.59 POLE 059 25 513 U,S.ARCHITECID 176w MH-TYPE 3 (1)TTVRSIII-0111t)M-17W-HOR 12000 NIASBS POLE 059 q8 40 42 5 0.73 .A 1.6 597 0 1 Si4 U.S,ARCHITECTU 175WMHTYPE 4 14'555 POLE 1 I I I IMG + h F I f (1)V4'VRS-IV-175MH (1)M-17W-HOR MOO NIA 0.59 0.63 0. Ofi .36 - d I ' f,l+; I � 515 U,S,ARCHITECTU 175WMH PE5 AL Y Y WAWYTFi i� / i'�°� 14'959 POLE 2 CONTROL // hi;.= (1)'V5'VAS-0SO475MH (1)M-075N4gOR 12000 NIA 0.59 Q PA + + + + + , + / 1.39 .d E 1. 0,77 ROOM / LAB AREA 510, 2 4:E� 1. 1 6.fi0 1.10 1.62' 1.30 1.16 0.31 20'-0" 1. ` BZ A96 76 ' fi1 .4fi ' 1. ` 105 .49 33fi 1. 95 0,21 0,13 0,13 0.17 Ail 0.15 0.11 0.W 0.11 0,15 0.12 0.16 0,11 0.09 0.11 0 7 SITE PLAN KEY (LANDSCAPE ' BUFFER FRoti D.Ss s4 AN D. 0 ss 2 2. ala 1 1 6,a 9 D. o.s s o 026 oat "1 SYMBOL BUILDING DESCRIPTION I I RES. DISTRICT) 7 0 A 4 ' ' ` ' ` 0 ' 1' IL'11 ' 2. L 80 0.• 9 r ,90 291 92 0,56 E 2.Ifi r 30. I,A 0� 0,38 y t + I + ♦ + , ! + ! I t ! I { 1 ♦ I I , ♦ + ! , , + ! ! I I I + I t t t I + + + + .� 4,6 2 4 37 15 564 4, 19 6,63 4,64 19 .79 OA 11 5,69 0..94 19 .�1 gJ s BI 9 OB ,8 4,6 11 .8 3.4k 2� 6�1 47 .89 '�i��!'_';� �B 'TAAN61EN1'MOTEL \'3 ` ♦IO,y OR4 � + , I t ♦ A ! � t 4 t ♦ ! I � 1 ! f + I p ryry ',jd� + I I 4 ♦ ♦ f I 4 I I ♦ i t t ♦ ! ! I ! + + .l 0.91 0,9 117 1. S.1 SPO 6.14 0 1.�0 92 ,�1 3B7 0.90 1, 0.91 .67 0.�0 0,31 ,61 0.901 0.�0 03 5.760s Al 1a S3 1 ! ! ♦ f + ♦ + ♦ + + D + + - © FIVE UNITS SLEEPING ROOM G 1 + , + + ! ♦ + + ! ! ! , + + 1.fi 4.8 7 1,07 .66 077 0.75 0.7fi 0.78 0.11 0.M IA1 117 3. 6.55 5.50 pY9�15 1. .M 7 '0 79 0.83 0.16 07fi 0.71 0.06 1 W L 5 ,6 Lu L03 0,9 0,92 0.60 0.76 0. 0, 1 I,5 0.61 0.78 0.76 E71 0,7 O.Bi 0.B A S 0. 0.71 0,7 0.�1 0.78 0.5 0. 0.71 077 OA1 0.77 0.73 A 0.78 0.fi 1 9 66 fi.69 37 0.9 0.69 0,92 f 11 20 5,45 = '_1 � F5 ♦ f , ! I I , t ! ! ♦ ♦ ♦ + , e I I ! , , , y I + ! ! ♦ , , HDR T + + I , t , + ! , I I , ! + ♦ i0d':' OC THREE UNITS SLEEPING ROOM 1� 1,fi2 .fifi 73 0.71 ,R�P.�5-9.9 7 1.fi0 90 052 .07 0.61 fifi 0,5fi 0.97 1. 0.9) f- N 143! 9G�533�d.A. 0.76 0,31 0. 0.1 0,77 0,7 0.71 07 0.77 0 10 1. .6 5�9 "- _ , r ! !!� r ,_ _ _�_�. _ _- O TRANSIENT'MOTEL PRIVATE OSI 0 0 1. .6 L 1.11fi 1.9 0.91 0.9 0. 01 1.10 1.25 L 2 1 .37 14fi 70 1.09 0.4 0, .W I0fi 0.76 0.6 16 207 2 4 2 1 L�0 2 7 0 .70 .0 0, .91 7 0.5 0, .90 17 .05 0, .90 1 .05 6 0. .9D I. .W 3 0.7 7.1 296 1.1 121 .16 1 d GARDEN WALL 1 CAFETERIA DINING HALL ♦ I , t ♦ ! I , + 1St ! , t , r I I q ! ! t + t gg k yy�� pp q ! + I �, Ei + t + ' t + 55 E I + , + + ! ! I I + ! Oaf L0 .N .S7 .1 I.7 .6 4 4.11 4.63 2. 0.90 0, .3 4.U5 4.S 2. 1, 1. � 4.24 4,71 2.6 0.96 0,7 4.10 4. 27 0.96 0.7 � 28 075 0. 1.47 4.2� 3fie .15 1. 1 58q41 fiMl 9s6 1.75 .�fi W OS 4.37 I 0, 63 44 651 4a0 0, 3E7 .44 4.67 410 0.3 87 .44 4.67 430 0.3 .67 .41 467 4.30 1� 0,6 1. 1 840 5.36 1, 0. 01 I 3fi7 3,79 1.6 4 ,:11R (PRIVATE RESTAURANT)ANNEX 57 i6 .7 09 Bfi 0 6 418 6,7fi 0, 0.6 fi 414 3.T1 0, 0.7 fi d,0 3.81 0� 07 .16 3,79 0. 0.7 419 8.76 0.7 0. .W 4.Ok 3.97 ,16 I,a6 2. 4� ` 4 7 4.1 .71 0, 8.72 4.0 70 0.7 3.72 4, .70 0, s.2 4.0 0 a0 p. 072 60fi .fit 1, �3 541 1. it 0. 2. 41B 414 S 1 2 , -4 1.4 0. 9a O COVERED DECK SERVICE N3ET51'19'W ,920.89'+ r r TA A T' y' :�' AREA L7 PARKING y O MANAGERS RESIDENCE rS••I n N ENTRY u aa5 0.10 0.19-011-0r .19-027--Bao-8d2-0:23-O:N-F.1 A-M9-d1Y�.3�0SY023-Ot y73--F.i -P3F-A3 29L p' y q MAIN ENTRY F 6 GATE FEENGE HEDGE ROWS -f L"1 ® POOL HOUSE (SPEAKER d TOUGH PAD OPERATED) HIGH WATER MARK rl 1 e o o SHIPYARD LANE 1•••1 N 1'`- MAINTENANCE AND `O UTILITY BUILDING �y y° ROCK O COVERED GAZEBO 1 O m z GUIDE RAIL GAZEBO Q N N � Q O � O OAZEBO 3 1� � ALL PARKING LEFT OF ENTRY CIRCLE TO SE r+�+ PROVIDED VIA VALET ZONE RR SERVICE EXCEPT WHERE V NEED o O1W, T 0 0 • •I••I m t � , N N 1 SITE LIGHTING PLAN pa o N SCALE: I" - 4m'-m" DRAWING NO.: SEE O-2 FOR LOCATION MAP AT I"=100.0' C- /7 jl II Qz= �000�m=o ww�z �Q"LL3�~wa w d'-OWE �SOIia OT VIWpfLU 2�=m�VIJa gaoz� 12 I o o ¢omo OZwa, to Q �am¢ w WEiFw ¢UDHZ< ZJVima¢ z W I-zaNNa3 uQE¢Gz�c�o m N ^o 92 O z Q J Qz a pQ s 8cm U 8 IS z inn 8 � z (Ino m zwz0m �o Wg� Z� Wgoz za � U-1 U-12 = Q COCO O s ` N a B z LO (1) N Go 0) N 0 87L59' _ - S38'22'00'E - - - - - N� DEMOLITION PLAN KEY WN PROPOSED STRUCTURE z l — — — — — — — — — — — — — — -----_—_-----------_—_—_—_—_—_---_—_—_ ------ �, T$ � xtr' Q 6EEC-1 FOR CONTINUATION OF BITE PLAN T PROP05ED HARD SURFACE J Q 9 BUILDING AND WALKWAYS a i ,,q 0,y21�P � _ _ EXISTING STRUCTURE TO BE REMOVED O NOTE: "` CHAIN LINK FENCE AND FLAMERS.DEMO ITEMS ON .a~'' E�P,�+���Pt�� tnE�t V Z *, •\ 6\0 FFA" (?���` �.2i I i PROPOSED SITE ONLY. SEE C-1 FOR BUILDING AND WALKWAYS OF SITE PLAN ra _'t`'` S�kG O DEMOLITION PLAN NOTES _I DEMO PLAN REFLECTS STRUCTURES TO BE REMOVED.SEE CIVIL O � W AND MEP PLANS FOR ADDITIONAL 61TELUCW (I.E.ROADWAYS, C J Z :3 LANDSCAPING AND UTILITIES) C a O \' THE FOLLOWING ITEMS TO BE REMOVED: Q O J 11 'Via. � � � S MWAI s \ r' OI 2-5TORY BRICK 4 CONCRETE BUILDING. EXISTING FINISH FLOOR 6.99 d a Q a 11 r z ' W rz "f� '' • s'. _: 2 2 IR STORY METAL BUILDING. EXISTING FINISH FLOOR 1.06 0 I_ Q er AM1 CONCRETE WALKWAY � C' ''I qi ® REMNANTS OF CONCRETE STRUCTURE i r CONCRETE BLOCK PUMP HOUSE Q REMNANTS OF CESSPOOL FIELD W m n.41;:• .. '� �l HOIST Z —_ DOCK O W m N Lj o `a7„"'. %;;. ” � �- \ OS METAL BUILDING ¢ a m - to� Im MOVABLE CONVEYOR o i s ° � - •� '� II OVERHEAD PIPE w 4 u N ggg .tfi, �^ _ _ '*- •\ •� •\ �, 12 CHIMNEY v 13 SHED •` '�W. � _*_ —*— "� 7h 14 CONCRETE STAIR _ 47.61' 22.54' 42. � Y w J S46y6'16'E Si47'2 1,E82q�2'E 2' \ \\ m 15 CONCRETE WALL 2 3 65527 4T )¢7. 1, N a at I6 FLAG POLE wF e g ', CHAIN LINK FENCE N InNOp w /+/ -+ •a:, . I. %�+ �° IB. FRAME SHED PLANTER S36'55'22'E 97.59' 6140.88' PROPOSED STORY STRUCTURE /./ 'tl,�` F N3752'10'W SEE C-I FOR CONTINUATION OF SITE PLAN N36'28'44'W / �;;�, � �N N &+ _ BUILDING AND WALKWAYS '..:§i. :e4A_ \ kw N 26'-m" ,+ , - ,•,,� \. w GENERAL DEMOLITION NOTES: N3 SIDE YARD 9'04'57'W q SETBACK \ y N38' 2W 7835116 REMOVE STRUCTUREb,PARTITIONS AND FLOOR AREAS AS - Z or•0� �ju J�P , , 'rl INDICATED ON THE REMOVAL DRdWINGS ALL CEILINGS AND / N �' aFNW a, MECHANICAL EQUIPMENT TO BE REMOVED. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CAREFUL /+ uq. F -1 LTUDYOCA OF THE EXTENT ELEMENTS O DETERMINE THE /+/ 3 ,yrcr� T s., �' "";roe. PRIVATE MARINA LOCATION AND EXTENT OF ELEMENTS i0 BE REMOVED. i x L 3. THE CONTRACTOR SHALL VISIT THE 611E AND VERIFY THE EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED. A. CAREFULLY IDENTIFY THE LIMITS OF SELECTIVE REMOVALS. E� r B. MAW, INTERFACE SURFACES AS REQUIRED TO ENABLE WORKMEN TO IDENTIFY ITEMS TO BE LEFT INTACT r1 SEE C-1 FOR CONTINUATION OF SITE PLAN 20 xi ';^ _71 4. PREPARE AND FOLLOW AN ORGANIZED PLAN FOR THE ° i - �r � REMOVAL OF ITEMS. BUILDING AND WALKWAYS 8 1 3 ' A. SHUT OFF,CAP AND OTHERWISE PROTECT EXISTING UTILITY LINES IN +,ra :" :%'+ " �. X91,W 't I ACCORDANCE WITH SAFE PRACTICE AND REGULATIONS OF UTILITY al N, ir-.` rim '' `' _ v y�y yi I ffi COMPANY. Y Li•:>>?.�. `f COMPLETELY REMOVE ITEMS SCHEDULED TO BE REMOVED AND `+,'M,"•. � � � 50 REMOVE LEAVING SURFACES CLEAN,SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. I In — — ` N36'56'24'W 200.09' C. IN ALL ACTIVITIES COMPLY WITH PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES AND BUILDING MANAGEMENT HAVING JURSIDICTION. 5. REMOVED MATERIALS SHALL BE CONSIDERED TO BE PROPERTY OFyff+ d� I — — ._.., —rpr*,,. `` „ r T r — — — , THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE JOB SITE, 3 6. USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A J c I NUISANCE TO THE PUBLIC,TENANTS AND TO OTHER WORK BEINGO PERFORMED ON OR NEAR THE SITE. 11/ i + ;, r a • I I 1. IN THE EVENT OF REMOVAL ITEMS NOT SCHEDULED TO BE REMOVED, PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL OF THE ARCHITECT AT NO ADDITIONAL C067 TO THE OWNER OR THE CLIENT. y 8. REVIEW ALL MECHANICAL,DOC ELECTRICAL AND PLUMBING REMOVALS WITH ✓� - '` — — — _ _ �I THE ARCHITECTURAL DOCUMENTS AND PROVIDE ALL REMOVALS AS REQUIRED, 9 UPON COMPLETION OF GENERAL DEMO WORK,NOTIFY ARCHITECT UTILI D FOR NEW H VAC WORK OF NEW OPENINGS TO BE . . . . —_—r —X —„ —x — N FOR INSPECTION TO REVIEW LOCATIONS A. zE n y� p� — —— J h 10. CONTRACTOR TO CAP OFF AND REMOVE ANY ABANDON H.V.A.C. 1 r. ELECTRICAL EQUIPMENT. 12 SEE C-I FOR CONTINUATION OF 51TE PLAN BUILDING AND WALKWAYS � 3;•Cd>� I r — — iH I I II j r 7 -'— —•— —*— —*— — C-- - - - - -- - - - - - - -- - - - �- -� — \ - - - - - - - 14 — — — — ——— — — — — — �/ N36'ST19'W � // � -- — — — — 927.89' 0 w Z V .� c O T 0 SITE DEMOLITION o SCALE: " - 40'-0" ,•y�.�I E SEE G-2 FOR LOCATION MAP AT `=100.0' m L � U � I Ga � o � DRAWING NO.; R V —V _ 1 II Ns 11 Young do Young \ x\ 400 Ostrander Avenue, Riverhead, New York 11901y�� 631-727-2303 yy Howard W. Young, Land Surveyor Thom" C. Notyert, Profeeaionad Engineer ls / t o. x `\ x Ronald E6ePfuhGT andecape Architect I I � � SITE DATA p�Q0 TOTAL AREA = 18.1115 ACRES / pc br°' cy / \ OR 815,0-13 So. FT. ya,Qr P Otir� \ / \ N� \ DREDGED BASIN AREA 1.9862 AG . 5 UPLAND AREA = 11.9253 ACRES 6 / 9jL \ \ PUMP HOUSE BUILDING v 263 50. FT. (� PUMP HOUSE = 289 54. FT. �Er�,Ota `x + < /O x V/ \ ' MANAGER'S HOUSE = 1,200 50, FT. Ot 40< 00 4, 'a \ 11 O ' `x �/�/ PYRAMID HOUSE - 596 50, FT. / J } 9 \x �`� \ • _ E UNITS (2,400 X 15 UNITS) • 96,000 50. FT. /,/ \ �� �_� `\ \ OFFICES 8960 50, FT. CoA � \ � / \ + �Qp.'�\x \\ SHOWERS - 450 50. FT. U'Q * \ / x \ HOTEL - 21,919 50. FT. / / RESTAURANT IO,BOO 50. FT. n \ \ ^ \ TENNIS COURT = 8,825 5Q. FT. ++ + \ + ,' 7 '� \` S' PATIOS 19,006 50. FT. ��� ` + + / 9�p \ \ \ TOTAL = 108,991 50. FT. egoN / + + + + \ \ o \ / J� ` �' + Qt O ` BUILDING LOT COVERAGE I. /'/ �• `x 0� �� \ / + + C4 108,991 50. FT. / 815,099 50. FT. 19% + / �'� o / + + t \ + per„ / + + � PARKING CALCULATION /, X600 + i + \ + �G,a.� \ `x HOTEL -125 UNITS a INTUIT = 125 SPACES p \ RESTAURANT tk / + -IF \ + -10,600 S.F. FLR AREA a 1/100 SP. - 100 SPACES dW= �Nyy + ` +10 EMPLOYEES a I/EMPLOYEE - 10 SPACES / + � , fin/ } + \ \x \ PARKING REQUIRED - 243 SPACES + + PARKING PROVIDED • ITI5PAGE5 - d�GGPd�o / a Ham + + < ,/ x\ �0'- \ /Jo, to , T /e /� \� ' / ZONING USE DISTRICT = MARINE 11 � k x / o I 0 \ ' - VERTICAL DATUM = N.G.V. DATUM I(MSIL.929) + \ + '''O/' `\ \x /�' ,E O� BENCH MARK MONUMENT X525 yj6 / ` f� ELEVATION 16.05 * \ !� _\ b + `'\ a e \ / R �r \ + �t r < + + / of �Jo O611�61 K± + \ + .a wolf x \ „ � 1 ',•cl dJllli�l _ '1111 '. it u� I ,o ., �I i x i ✓ r - q� v O h Ic .•f1� ' 1 '� N N a 'xik 1f F '' _ N� y�. \ LWseraa, < _ f r _ � O S' \� } - + - , vk l 1i o 55 .�L `i1x-,r�'ir. eh, k' r. ,� 1 1^ -;k'( e A•* „f,i*'ly/S.Y,F(',,'..{°,lv_ vF„-',v.yh o F�+Iti ♦x. �- Y,n- 11it 1 ii' 1pl I'- '_lllli \ \\ @ e � k� +: t0, ,1„ wr• �y -.. Ti u - �liiilll I. \ ��WF I — — ,r - - 9 sd — .9• +h NV O o \ I _ b- l 1 / , ' J n 1 ti I - O - c° + \ ! �'� � WrI N*2 Oh s 11%, ell _ . a 5. I i ,.I I / �.y � Ilk. ��0 c \ + QQlI� _ . � =('I V.F ! i O J P ENGINEER'S GERTIFIGATION a t o �' 0� Y 5 AND/OR } i T � � � • I HEREBY CERTIFY THAT THE WATER SUPPL O / +i 4� �� e0. 4�V� / n 'r SEWAGE DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE 1, e , • \ojO qx DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A \ + n I �'r�- 4ary ,�-� / CAREFUL AND THOROUGH 5TUDY OF THE SOIL, SITE AND . ' GROUNDWATER OONDITIONS, ALL LOTS, AS PROPOS p S CONFORM TO THE SUFFOLK COUNTY DEPARTM a 1 df •L I / SERVICES CONSTRUCTION STANDARDS IN EF ry DATE. T tkB h CO Ci w� OE \` \ a I i•l A "JJJVVV”' \ / Otl' I���, � *_ O � '� \ "J + 1 " ,O • \ / N HOWARD W. YOUNG, NY.S, L.S. NO. 45095n THOMAS G. WOLPER7, N.Y.S. PE. NO 61483 \ + + �, hU11M6 POOLS vk c $� \ / p�OFESSIO\ o o tom o°� �� SURVEYOR'S CERTIFICATION FyO ' ” tFv' ����q THIS MAP WAS PREPARED UTILIZING BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY'U5. Sep pz� CO +` N 2c � \ } ✓ r , � .� HOWARD W. YOUNG, N.Y.S. L.S. NO. 45899 �/ O FPS oq0 �4 S�8 ��� SFOLAND `x A FPS10 o '\° HOLLISTIC HEALTH IN5ITU7E I ` N\ 'v .� , ,` OKI —DO LTD. �10 xl 'p At East Marlon, Town of Southold Suffolk County, New York 'sb GOunty Tax Map Dlu,Ot 1000 s•=uan 35 91Ock 07 Eot 7.1 PP58 7. _ LANDSCAPE AND ALIGNEMENT + np 2 PLAN \ D C IS 1�1 L� '#+ i .Ql ea. � enb3 RA 1 �� �,.•��;';:�`�' ,�q ��„� JUN 7 5 2003 8 \ • "`` �p,'O MAP PREPARED MAY. 1112005 eyD x\ SntholdSnthold Wn n / PlaomTr?,.rd SCALE, P-40' `gQ -- JOB NO. 1999-0619 I OF 9 DWG. 990619_990999_landecape.dwg Q MONUMENT SET 0 - MONUMENT MUNO 0 - STME SET A- SUNE FWND t II I� Young & Young \J> ,,tttt'0�" \ / / 6 ♦ 400 Ostrander Avenue, Riverhead, New York 11901 631-727-2303 °� / Q \/ \ Howard W. Young, Land Surveyor QThomasC. t, Professional Engineer D/ y Robert T. T¢st, Architect X r / Ronald E. Pfuhl, Landscape Architect �jag �s SL \ LEGEND 55L = BUILDING SETBACK LINE / \� O� h �l `♦ N GG = NEW CONCRETE CURB //i�,0 \ / RI .50 \ ` MCC = NEW MOUNTABLE CONCRETE CURB N , tPIV, BG = NEW BELGIAN BLOCK CURB Q �o /7 // \ �` (V % / •a °RI S.32� / \ ^j. \ HRMP ` NEW GONGR NEN HANDICAP RAMP ANTITY / / // ` �8%��� _ \ / ° ���/ / •b \�• // \\ 'b/ �♦ . 910 \ FEN5 WOOD = NEW PAINTED PARKING EW FENCE, HEI6HTU4 TYPE/ / �` ` _ 1 3 R,eECDFl ♦ 9O ( \ / \ ` `4. r BB P = NEW TOWN HIGHWAY ASPHALT BOLLARDS 7HA 3 1110 \ ls•s'IB \ / \ \ \ RCAP =AP = NEW NYS, DOT. ASPHALT PAVEMENT \ _ W RGAP = NEW RECYCLED CONCRETE AG6RAGA7E (RGA) PAVEMENT / _ U> \ I wy hp \II\Z2 \ - ~\ �9 \ ♦ - - p COP = NEW CONCRETE PAVEMENT d/- SBP = NEW S= EDGE PAVEMENT . 1154 �'\ \ Orx\0'd \ "� eo NB6 \ \ . ,of �♦ \ �O ` \ '"; C P = EDGE OF PAVEMENT \tom 0\ `\ \ `� �♦ e ,/ \ ') ` � � DAP = NEW DRIVEWAY PAVEMENT 4114. `^ O �� \ I4 �,f I I \♦` \ <O \ 24"CHP = NEW CONCRETE HEADER 4 51ZE / \ • 0 G \ \ \ 6 7 LF = NEW LEAGHIN6 FIELD \ t` (\ •'� \ Q O `\ \ 501ODx12 = QUANTITY, DIAMETER 4 EFFECTIVE DEPTH IIs FI \ I ° \ ` - - h0 ♦ RD - NEW ROOF DRAIN a ' .75 / ` \\ l• ` G5 = NEN CATCH BASIN \ 0 I �, B \ \ Y = NEW YARD CATCH BASIN / m BOO �'y / 8,12-2DFI 13351 1. / r _ \� \ S ` \ v LGB = NEA LEAGHIN6 CATCH BAS IN RIM•11D0 a / o \ \ m$ ♦ '> L� \ `\ DMH = NEW DRAINAGE MANHOLE /'' / IE.990 `§ y♦ \ N . 5,3 TMH / - 154L I Q(\� 91 \ I J� / \ \♦♦ \ O{� ` \ SMH = NEW SANITyARYESEWER MANHOLE / (� pUC J `, CRM yy,\ R T \♦ // \ ` HW = NEW HEADWALL Ot d' t \ \ VERFLO ,II r y N♦ "1,16 � \ ♦ ES = NEW END SECTION Ot F \\V �y \ \ / / @ O \ FI = FLUSH INLET < .� \p . 1 / \ / L \ \ \ 2DFI = 2'DIA FLUSH INLET / \ I �0,(a A d 0 / ,la \ 642 '�E \ • / GI = CURB INLET )` o' o \ /, /3 // ° F =n < ♦S' GIG = CAST IRON COVER \ 0\GI \ (J Ib I 9 /'' 57 = NEW SEPTIC TANK a MH4 13, /.' \ •,.... a ` O G //\ �\ P NEW CES = SPOOL /' /' N♦ lo\ B la ` �' DGP = NEW DISTRIBUTION CESSPOOL 0 IE-51 5 •0 IYET/'EIJ- \\ / I F'ONDIN6'• �♦ �' \ I>\ +5�p / 'Q GT = NEW GREASE TRAP '....J�.A...•• ylp cBTle- BIB +b Ie ' w 46 / \\�I \ // / / 10.90 FRROM Po \ 'I A IM•�oo O„ '� ' \ r'`36 P P = FUTURE CESSPOOL 2.42 ♦ '"R PF = NEW HIGH RENNIN POLYETHYLENE PIPE 4 51ZE IE•49T I 5 2 7p�♦ ((♦ \ ♦` \\ /' v 12"INM = NEW REINFORCED CONCRETE PIPE 4 SIZE "T @♦ 3 \ ' a 3 '4( 9r 12"WM = WATER MAIN 4 SIZE r F �l I / / 9.50 i so 9 •'.1 N\ // ♦\ \ ' ` \ 2"WN / Q �" \ IRF /r N♦ y� \ ♦` / C1 HYD ° NEW WATER SERVICE 4 RAZE \ = NEW FIRE HYDRANT $ Irkp y'/y�'D / = NEW WATER METER § �8r� // ` / I .70 4.25 ftIE•• ^b� II I ° `�. N\♦ /' � \\ \ \\ ``♦` t3\b� 6 + b5 W\'T = NEW WATER VALVE dose \ r'`4 ,41 fig¢ / r 6 RPZM = NEW RPZ 4 METER VAULTc`$ / ♦ / I Q 4 a n ♦ \ ♦` ,,06 /' TRF = NEW TRANSFORMER �. 995 I B 2 "•• N♦ 6m/ < \ \ UETGTV = NEW UNDERGROUND ELECTRIC, TELEPHONE 4 GABLE T.V. gjBN r 1 IE• sl N` O `� \ ♦♦` GLYN = OVERHEAD WIRE5 $ 9 ',1� // SLITE = NEW STREET LI&Hr xs / ' / \ // / / �? r 111 �• I k' o o .i10 N`` \ S +,s° ;v. lJ bA6yyO6 ELITE = NEW PEDESTRIAN EXISTINHIT G pBq ,20 ' +,54 93 +129 x20.50 Rg3i �t,\") �� + 680 la +2926 = EXISTING SPOT ELEVATION �1a / t �/� RE . o \ '/' 'a t ` / BO / h Tn ab = NEW CONTOUR 1F °O = EXISTING CONTOUR �3g / J / 1 1.Da 0 RIM•9°° a v` B \ sso \ Slm. ,Sg' RO = ROOF DRAIN " °E ` ' \ ♦(' p y\ // / fh I IE•264 RO 1 E ,•••• '� ♦♦ \`�' AREA LIGHT 6}dq Vtly' \ BY � ap ♦ / \ ���/// o-, � d' .I \♦ a � � = PC-DESTRIAN C� 'j.\ /I,bB / 1'150 f� /� - � \1, \♦` s�4� 0 (\ / IT IO / + / 0 4'•o 400% a bs6 a= ' Oj GB 99-2 / RIM-6.15 5d / - 00 RIM•1049 RI + ♦ \ IE295 \ \ ♦.t♦ 6A RIMm{ 14 I ' IE•b. IE•6,09 B.SON r�"' \ 5.43 J" / ♦ 3� 3 TRIBUTARY AREA I \ \ 16.95 ,p• 9.60 / m. 1 .91 tr�/ P ANITARY DESIGN CRITERIA 4 CALCULATION 9 50 / 68,485 S.F. \ / IT 16.90 1695 / � LL � 4 ry \ •� 4 say �\ S S \\ + FEET \ / Q( _) \ 1B sa / p5 16.00 ,,Q/�/ / V ,yQO \ V Ott\ �� \ 16."10 / �'�• '% / ` fin• / 5 (k /klM.b.10 \ \ METHOD OF WATER SUPPLY - PUBLIC / ./• / \ \ GROUNDWATER MANAGEMENT ZONE IV \ Ot J ,r \ // 16.60 Ib.6D 16.65 9 / / \ f , / ) RIM• 5 \ ` 17.3253 ACRES x 600 GPD/ACRE = 10,395 GPD F Q / \ MH 9- Duc O 'e•2n9 \ ALLOWABLE SANITARY FLOW 600 6PD/ACRE ` \ qa / p ♦^ 16.60 1695 / f `' PI 4 , I IE• ` \ �1 \ +10 a / / 0 w�1 \ 1082 / / 16.50 / •IrT/ p. 2DFI ,9 / \♦ DENSITY CALCULATION \ \ ♦ > \ .O / ,90 7.0 ° 15.00RE; � 00 IE / .So B / ;� 4F e - \ \ RESTAURANT= 200 SEATS to 10 GPD/SEAT = 2,000 GPD \ ♦ as \ / o /16.95 0 16J0 u o ➢ 9. / \• 25 HOTEL 0 1005 F ISO GPD/ROOM = 3,750 GPD ♦♦ \ o / 0 9a / \m / / E594 \ 100 UNITS ® 100 GPDNNIT = 10,000 GPD \ ♦ / ' ♦ 96 / / IE2 �• < MANAGERS HOUSE ® 300 GPD = 300 6PD s o� \AV \ a1 •14. 1 / •5e,/ �•., ♦\ A TOTAL PROPOSED FLOW (DENSITY) = 16050 GPD 14 \ \\ %/ // 14. / / O .5. `'B'/ m• (� / // •• .•"5263 "' ♦` \ Q `� ♦`\ / ° ° / 70 2 / \N�/ � // � / / � ' \ \ DESIGN GALGULATIONS SANITARY SYSTEM \ 0 168 0 0 o Ib. n� E�/t ° �rRIBUTARY AREA VII ` 9a ` \a 6.45 ' o r / / • a,..' 2 3 \ 545,-104 S.F. ` RESTAURANT= 200 SEATS ao 30 GPD/SEAT = 6000 6PD a \ \ 25 HOTEL ROOMS to 150 GPD/ROOM = 3, 00 GPO \\ \ ILO o o '0 16 16.40 ry hrY \�f<� ♦! � i / / / � 3 5 '• '. \ 100 UNITS ® 100 GPDNNIT = 10,000 GPD MANA ERS HOUSE a Boo FID 300 GPD \ ♦`♦ eer wa 19.0 a 10.35 / 15.1 Q,(. / r / a/ / / \o H / MH m ..3•••,• \ IS O \ T07AGPROPOSED DESIGNGFLOW = 20,050 GPD TAT / R1M.lo ..4 s. . ..,•• < \ + \ O O / ', / [ ♦ \ "- 659 0 \ � 1E.19as x / 1M•u / .f / \ •, �' \ 16,0 PPs 1 ° / ye o 9sd_ + 66, \ . SEPTIC TANK E�•k` Sq o / t . 7 / / r s. � � ` REO, 20050 GPD x 2 DAYS = 40,100 GAL. o + Its, 1602 IS.T 1' 9A"� \o Qj 00 0 p,. \ USE (B) 12 DIA. x T LIQUID DEPTH TANKS = 42,037 GAL. Ib, O O 15.90 15:6 /, `..`• .I 4`' a , ` :moo I5. •' Isss / / •o' / + \ ,eo \ / / 9.20 9.20 s e p� Bo4 \ o° Omw, LNOE•/EL Ls: ` LEAGHIN6 POOLS \ ♦♦ \ 16.g9 0 0 / ♦b °' EA 2LO ..\ STORM WER M w6H WATER EL•4 REQ, 20050 GPD / L5 GPD/S,F, = 15,961 5F5WA o / ° ' i���, � T � 00 � 2vo R1M.9.25 •\ \ USE (43) 10' DIA. x 10' DEEP POOLS = 13502 5F5WA ,916 \ 9 \\ \ RI 996 \ryp '.50T4 ` F • . , I �• " \ \♦ `♦♦ m I .017. 0 16 P S 15.5 /555 i 00 . 135, ````♦ 4 N � ,g / X/ / . , I ' ` ♦ /`m'Cb WLK911.00 :m \\ \\ 55 , 13.00 RI •T 4 \/ Od F ' S0 �� 5Ilk ♦ ♦e PIrMF PIT 3.aD `♦I •9 4 / / `\ ♦ 5.5 6� VALVE m / f QJ 9.62 d / \ 9, 9 �L' p •'�,. B.00 O V q � \ LB 12-FI p \ ftIM•1520 j / 11 11 na 15.4099/� + 11A0 .•o��______c e:��F 6��0 9. � \SO •ri.56 / �\ +T�I�o2 LF NOI \ fyf 54 1134 ' 1O. , FF b"�= b - Pr . say` TE57 HOLE DATA °y�t� �♦ 9.IOD.9 :% o \ T / p / � p. .B'So __ � rybp '. 6 9 \ rbc o eop ` A \ \ g \ \ \ • . \ \M155 P$ ' \I \ v 9 y/ \ry' 4`t `•Y /1Ti BA9 a 5 p.. b-2DF \ RI .10.99 / b \: \\ \ THAI THI12 TH15 q o 'B'\9 0 \ / + 1107 ,�/ Q- 11 0 �'„ IE2 f .� 1E=LTI / B \ \ EL=693 00' EL=619 O.O' EL•66, O.O' -�C ♦ \ '\ R1M.15 ($' 1 cB\'I➢_2DF ° ge, ` / OO \ . • / . \ SAND, SAN°, 5AN0, ♦♦♦ 14.33 IE• i RIMS. ' t� , , ` / B/ / •• • •• •.4• �/ \ \ LOAM / LOAM / LOAM'l \`, ♦ MH LO + 4 / p IE•G // / �'4 D ' ' O , q• +b •• 3 '. / A.••" ,• THk /...,.!•••y•• // // 50/a3 / MEDNM TO SHELLS SHELLS �oN9 A / 20' WL=369 }� \ \ P /0.E'•260 1 'p a / / / 6 - I OB r 5 3 \ ♦ + .I, y• / / WL.909rKE 93' 51LT '., 69 / / // +2 IFTDIM11TO snNO 5O 9ROwN � �e ♦♦♦ O '° 'T RIM•I3.°OLICJ ° / / ) \ / WL•L°, \\♦ \ `/ ,L1v- / 91E ,A0 \ 9. / / 5 +6,.5 / / / ••'�'••/•. f0 6 // / /' FINESAN° 40' BROWN BROWN 6D M \ SI�EElOp9 / ,9.W {.// / 233_ 212 \ 55pp 6.9- 3 ••••• °ftaLLAY° BO6 100' SILT ♦ '♦ ♦ 16,8 NWIE•9 / EIE• Neo / / 92.71' �}55UG it .. ; / 22, 5.0' SILTY 51LTY 51LTY SAND \ \ ♦ 9� O 2.Da 4DI ,F5502 s4 - \ O / BAND , i SAN° 90' ` \ ` `\ P5 // ry `ry / ;" �� p \•Op y 'X \ A1q 9 \ \ \ '� \ / / /� /, '595 / +290 � h� MEDIUM TO COARSE FINE T° ` ♦` / / \0 11 / $ }p 1 `•Dn + \ "F'�'96 ' '• ` /��/^�`� FINE SAND SAND LOARSE \I6�5°4.^ `♦// / MH 22 IL _ / /'pG% M4.CO a. \ ♦ 1 6S F1 l♦ RBI•M39'E \\ 5 •3 .. .�•• •. 5 110, GRAVEL 210' SAND I,°' RIM•IO Bo RIM• ' \\ 9.45 `♦ r 936 E• I O \� /� I / / 209 ♦ ♦ , ° Nn2 IE,9B ,116>� 9 ✓ N 0 N . I a'•i. / \\ / / TIM THM5 TRIBUTARY AREA II �� : N I m I k +612 \ / / ,.\ /' +521 .1oD 1Y / 10.0 a i+ _LI I / q,575 SF. ♦♦♦ ' GB\2,1-FI / ♦\` + 1,9 35 6�9p // I / / EL=ItS, SANDY 0.0. EL=tl4 BROWN 01 L \ \�L ♦ V 1 E.t'9 1/ 105 d\ IE.B•A HM.t°O' f (\ (r bl6 680 I / r 3:42 / \ ♦Q94,b ` 4J�.•♦ ♦` / \ FINE T° FINE 'S ? SILT LOAM \ 2 IE•292 �l ° _ 10.40 > 552 F' 2\2 /\ \ w / l / 'O cTO BAND 5 DI \ `M ♦, \ ,A N / 0 0 SAND MEDIUM 4/1 / tib'• ` II,00' / `' \ \ \ / \ / �%Y 0 WIV5 SAND \\ QA ♦ 1303 10.08 �,^p `�•`BG2B a 1 7.0 / "(( V1 f\ \ \ 1 53 / / i�0 ( bRAVEL 7 0 WL=2,64 6REY 0 \\1111\\\ `♦♦a \ `r" 9.00 BSO 1 OV\ I / +516 / ' B. P FINE To OR6ANIc 45 \ ♦9q .0\ 9. \�,,p MH 2,o Ic9 53-2D ^ 'e , °yp f t\ \ '1 1 / ry l7 COARSE CLAY \ \216 ` •2 a\\13 10.50 / .� k9/( RIM•e92 RIM. O 7.0'0 6�t'd \� P4 \ 33� . 1 s6 / / 021 sANv sANvr 1O' ♦ / 0 R1� 10.24 p / IE•492 I 93 N694D010 '♦ 9" / y '2BT 141' CLAY _'( 97 �' i IE•5 e, RIM• / �' \ ,\ E-�y oo / I +4.6x4 V/ \ `♦` / 92e . BAs / � `e°� ` r �'RO.gPo !•416 // pg -Qy yb Q�,y �y I / I / 246 3P OOFAFI sAmID Ila, _ 1 ' NJ_ 2, CLAYEY Ba 0.50 0 9 y�l \� 6/y\ ?$ s0 +I b,sl ,.�• I / / A�O/,2 SANv rAARze / o `` 33 00 00' A - r l / ,t` 1 1,,0' SAND 11.01 '♦ o \ 9.5 5,21 �a\y41�\$ IA / / _ I DRAINAGE DESIGN CRITERIA 4 CALCULATIONS \y �o♦ Io'p LF"° q'75 0.00 a B o P�P� ao it 8ry R ° l 9 2•IODAs\ •0 5,2 x f I+ 1146 9.75 O F ILO 1 5 ` ♦ 6, b 9 ✓ 1 +301 V = ARG 4s\ IE=7.20\ \ i9 ,66 \° • \ a�1 r•S U ry• /� / I / I^ A = AREA OF TRIBUTARY (S.F.) `\/ ` \ 9 4 j `° \ vay P9.n NT /// �• 036 , / / 96= G = GOEFFIGIENTTOF RUNOFF i \\,\ ` 9.0 9 \TD M1 _ E.9 O2f, ' \ �•'o �v�� v v7 ,.PP'' s //. ,03 \\J� ' II // / ENGINEER'S GERTFGATON oO Fi py� ,0 ry� il6 \ 1 HERSEY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR �,a F \ I/ + Ebb / �m SEWAGE DISPOSAL SYSTEM(5) FOR THIS PROJECT WERE TRIBUTARY AREA III '<. ♦ 4s' a ,q q Op05 6°' 4Oa \ \ / O DESIGNED BY ME OR UNDER MY DIRECTION. BASED UPON A TRIBUTARY AREA TRIBUTARY AREA V 12,231 S.F. \ "'� B `` 'a 0'-7B 7O\ 0,0 Q .`\ ,, `\� \\ 53, '0' 4 6 \ /1 / CAREFUL AND THOROUGH STUDY OF THE 50IL, 51TE AND B. 0v \ GROUNDWATER GONDITION5, ALL L075, A5 PROP GB 1.1, 1.2 4 1.5 TD#3 633\ < `♦ I 0 870 6,6 4.56 611 . \ \ 55, / �ry CONFORM TO THE SUFFOLK COUNTY DEPART 539 \ ♦ .00 \ `b. IMMIN6 POOL_ c b.l-2 FI 1S \ \ / / SERVICES GONSTRUGTION STANDARDS IN E REQUIRED VOLUME REQUIRED VOLUME 799 S ♦ �� •( PATIO-111.0 0 982 \ aby e �p \ \ // 26° DATE. �Q- SO_ wp, g5ge �' \ \8\54 \ r 60 cF` \ ` _J �''eb 68,485 S.F. x 2/12 x O.qO = 10,273 G.F. 6,372 B.F. x 2/12 x 0.85 = q03 G.F. 40`6 Bs ✓ ♦ �7f. � ,�" 9 \ / p ` � E b \ `-J6 O . ,9.o0 66 63 a \\ e" o° ,'y \ / 3. '' r * E�'g�1 ERP PROVIDED VOLUME PROVIDED VOLUME e,i o MH 25-Olc ` 60 691 yp. \ A"i6 / b 'M• \ / / S/ USE LEAGHIN6 FIELD NO,I USE LEACHING FIELD NO.S 4 \ '♦ ♦♦ ,p a ,4,`2; ft1M.9To Q ' \ r `gyp 9j�t • 6,63 / / +311 / 4) / ',p�yyy L ' ' m ys"eea I \ ` \ IE.665 t, 39 R9 1 Y Y / / (9) 10' DIA. x 9' DEEP POOLS = VIII G F (5) 10' DIA, x 3' DEEP POOLS =1,025 G.F ♦ s b + 365 i OVERFLOW TO TRIBUTARY AREA VIII = 4,731 G.F. ` ♦ 8'O FPS r 6s4 A' / 6 S 10 HOWARD W YOUNG, NYS L.S. NO. 45,14 6 € 0 'Q �. / / % \ _ F, v� i bo 1. ,� \Hg / / ' =N �¢ THOMAS c wpLPERT, N,r.s. PE No 61483 'O9p�5S10 P� �mg \ \ ♦ � N \ Y / Y '\\'G 635 � � � � B \ \ LF N°.4 H 9 Q` \ \-N TRIBUTARY AREA II TRIBUTARY AREA VII \�' ao - \0 p6' \ \ ♦`'� BioDxa THlfr' 'o° \0� � . 616 X64 6 0.3 1 09 6 / h 5,532' s SURVEYOR'S CERTIFICATION GB 2.1 GB 5.1 �\ P$1 e 1-1I B.o$ .��- W oa e 9 Q B6 s4 ` \ ♦ l E\4 TI 0.21 4 U' fC�4 ,\¢\` / \<p 5s4 > �� ��,1' // ym oN TH15 MAP WA5 PREPAIII UTILIZING BOUNDARY AND REQUIRED VOLUME REQUIRED VOLUME \ '\ \``` 991 62 797 • y P ry�apO d 1j"A-,.\1,1, XF° / ymm TOPOGRAPHICAL SURVEYS MADE BY US 10,573 S.F. x 2/12 x 0.90 = 1,586 G.F. 4,618 S.F. x 2/12 x 0.75 = 577 G F s1 0 \LO 00 P a 33Z 5, PROVIDED VOLUME PROVIDED VOLUME \` ` -.y` \ O'o rj66 536 X24 141 USE LEACHING FIELD N0.2 USE LEACHING FIELD NO.S \♦ sB3 7.3 6,41 '/3 B$1 (2) 10' DIA. x 6' DEEP POOLS = 821 G.F. (3) 10' DIA, x 5' DEEP POOLS 616 AF \ ♦♦\ TI4 Pp$ d + oe 620 S,3 29 ,O.�m`� ,�D E , y� OVERIII TRIBUTARY AREA VIII = 765 G.F. TRIBUTARY AREA IV\\ ` �' '�J ry ` W O - Iq,5585F. \\, ` a o \ 692 PP513 /� \0.7' y09 PA. 3Bs /Q 26° b O �O \ ♦xb 544 ?�� ✓7' 6♦35 TRIBUTARY AREA V ` s yy ty ` 'y0�, TRIBUTARY AREA III TRIBUTARY AREA VII 6,505 s.F. 645 � , t' 01 r �b o TDI 4 TDk2 bw „p \ \, ♦♦ / r ,laf'w t�(2rQF'A1� 3a 0 "0vA� HOWARD W. YOUNG, NYS. L.S. NO. 45893 �,�S�D4589SCi REOUIRED VOLUME PTJC' 663 ` P6 ?"A'Pq r LAND REQUIRED VOLUME .�0`6 609 s �'3y ♦ 9 12,231 S.F. x 2/12 x 0.75 = IS66 G F IMPERVIOUS AREA `' `'° ♦\ 450 �j ° �v1Or g,pp 66 515 ry,4.'i qP° Q 4/w0 �vv 148,461 S.F. x 2/12 x LO = 24,744 G.F. \ ` •3 9' 770 N2 ' 3 Ie•9.ttle- �� 2p� �Q�P PROVIDED VOLUME $ \ ` e a \ \ 740 ,1. Bel �e 4�Pv Of USE LEACHING FIELD N0.3 NATURAL LANDSCAPE AREA @ 9.� ♦ t' (2) 10' DIA, x SIDE POOLS = 821 G.F. 408,043 S.F, x 2/12 x 0.1 = 6,801 G.F. `�`L` \`i''\ \♦ 400 "e6 \ / ,#�0o•e.00s 1 9\�\ PIPED TO TRIBUTARY AREA VIII = 745 G.F. ♦ c 1- 610 OVERFLOW FROM TRIBUTARY AREAS I, II, III 6,241 G.F. '� \ \, ♦ 1M ao '\/MH I. /+o ett + „2 '^ al° \\ \ \`\♦ 4,3, 4 6.0 .$RIM.TL90 0•y IE•5,bb1 !/'� TRIBUTARY AREA V TOTAL REQUIRED VOLUME = 37,756 O.F. \ `'�\ ♦ 450 \\ 566+ 9 59 6 ^� �y PROVIDED VOLUME RIP.01 ' 172 ya �� HOLLISTIG HEALTH INSITUTE GB B. USE DRAINAGE PONDS AND PONDING AREA = 44,516 G.F. TD a 650 1E•9. r .0 }y REQUIRED VOLUME \� ' 3 RIM= 0 7.50 i 0 5 6' / 6.00 _ 9,388 S.F. x 2/12 x 065 = 2,100 G.F. \ 'b ° b 1M= A" • bs3 Boo PROVIDED VOLUME \\� 4, a sa ) I5• DPP58 °s2 ,4,5 OKI -DO LTD. USE LEACHING FIELD NI \" '0O ,23 At East Marlon, Town Of Southold (8) 10' DIA. x 4' DEEP POOLS = 2,18q OF \ 0 4O .0 10 Suffolk County, NEW York 6.80 TRIBUTARY AREA VI \ \ @ ^ 7'20 1'a1 \ 43 TRIBUTARY AREA V 6,372 S.F 6 GOunty Tax Map Blenml 1000 s.mon 38 EacR OT Lol T I GB 4.1 - \ \ / ♦ I �A.040 � - GRADING 4 DRAINAGI= PLAN REQUIRED VOLUME TRIBUTARY AREA VI 2, 16,808 S.F. x 2/12 x 0,80 = 2,241 G.F. 4,618 S.F. 12 PROVIDED VOLUME g< � USE LEAGHIN6 FIELD NO (II) 10' DIA, x 3' DEEP POOLS = 2,258 OF qFFIE E / 301 MAP PREPARED MAY, 5, 2003 6ea� E IAQNOIAEM SET - MONUMENT FOUND Q SiANE EEL A- STAKE FOUND SCALE °=4p' JOB NO. 1999-0613 OF 3 DWG. 990613_gradedraln°ge.dwg oo II 0 � Young & Young X\ € ( \ 400 Ostrander Avenue, Riverhead, New York 11901 0(\\� r� `\ / \/ Q. \ \ 691-727-2303 jgg Howard N. Young, Land Surveyor ggpq% 5 k0 / \ / \ \ Thomas C. Walpert, Professional Engineer P� • Robert C. Taet, Architect �ya (\0 /YO�rp�C Ronald E. Pfuhl, Landscape Architectoil; X\ plyogi / y / _ e /, 6� \ � / � / / \ �` 1 836 y� � roC� U � _ I ((\0 6p< \ a lk cIt 11 RR \ ( ^ 14.60\ 56,TMM°E4 T.OD \ / ` \ // /� O�• /' +/ L+1°•LM a PEc 'voce + \ �Q `\ // `V► \ I .l, 530 / 1 y. \ 'y0 S I \ " v welur I I I \ o I2 29 e�Pec \ 'I- I, ] ,9, e•Palo. \ \\ I \ 06 M e^Pec. \�Y/�G� \ 19 a4 I / 0 (\`� 4a \\\ / / + i 'e" I \\I Blt>\ n'•bec. ' `\\/ \\ 512 \ (x b a�( \ /rol-le^rnx eXoeler IN ,{ TH \ \ \ of// I\ '(`OL/6,46, 0,\6 \ 1s6B /// �I II eab . 'v^PeG &q2 �OyCJ\\\ �� boa I ry<�•va. // I°TT I I �ec. SS �O� .S' � \\ \ / `\ \ I 8�-`-`` > 19.46 i \// (\_)I \ / I I/ — _ /I II�•y.p \�/'_\\ roJ'' GXE ~Pa\\ , 0.14 \\ ' /J 191 Wce, /\ ♦\\ e1e ``♦ ���CCC ♦ V �0 T Q( I \ ¢•cM-RR / I I I] '\ \ ,30 ]P Palo. \ \\ 0. 3 `♦ \ A a` \ It \ 1 b Q� locHeur I I t \ r cwl 4:! ]'ED, ` \ ♦ / ,.Is I]^wenn I / I la_"\,/ 1 6•P \\ \ T ,41 6 3048 r 995 IS I IP"GXERRY /' \\ ♦ / � ��/y"� 6]9 � 6 e'Pea 631 / \�\ \\ ♦♦ 4 �]I�l /, I ) + + ' 9MM \ 6 +,50 ♦ � y / 15.99 1 / / 141.IP'eNe0.{\ ro)-I]•GCpM \ J V'' // (� /I.( \ // / 1 / /10^LEPM • Sl 120", 95\( JJ k/ / ceP R 0 W � \ 1145 1115 / ( ' ,n B s30.19 \ o�' a(° � \ D°CQG / 1 (9)-B"CHERRY / S.`'O \\ i/ / $301' .OI Is do el /". ,.bB / 11 1 // lo' 10•LIEGIY I I]'GXERRY ' 6� V Y/ J. u'citRRr J"Tm / �/ 1 \ 5Y94 e"GXERRT \iYTI/�04VbLL�\'�Yy / / \ tl� e I I]"GHIR¢Y I / / 1 % // 5A9 WWW / 0.9T 1]' 10' may/ 1491 / // // / 6'LEPAR 1�,'�A�-�/y/�� \ /J'-' / \\ x 0 \ I,¢ EWI¢ e•GH6ART \ SQ3 \ \\ « 19,59 V (,�(\�(� � � I '\ / // / // /// eiGpp IP c/ 6'S6 I / y \\ \\ Of o \ I / 1596 // e'cmM + IO-ABRT « 49s \ \ o�Q\�\'�`� � . ' \•, /// / — C",GSA ON LX \\ ♦ A41 \\ ` baa I \ / / ]q]e1aRw ♦ \ / / / pfe.Rr / \ + 10' He�IY// I 19.14 \ 14.10 / 1 I \+ / / \ 5.26 \ \♦,6 \` I]' // T.], / \tf. / •/ 1 y I `+\ / « 4.65 \ THp4 / \\ / f / / \ / I]•dIelwr \\ \ +\ ]'CHERRY \ \♦♦ 1931 / I]' / 1].46 / / / \ +\+ / ]4'Pe4/ ` 1559 a 1°•O� //,/�$Y�4\\ I // \y\•\ / + + nl 2-cNERY >/ �O� \ o o• \ ♦`\♦ // / // 113, u / 15.61 \ 45"a 569 ` n � ` \ ♦♦ 1632 \ // /// �\ \\// // / \ I I \ / \ l p�«Jb oa . 46, \ 632 \ `♦ I // I /i1/p� / aw2\] \ 15� I to b5 \ j IN-10.coo. I° \ 3.4, 11551 111, / + °•LXeRRY JILe ' ...111 Y.i1r�o2 `♦ °' / \ ' 1952'/, ,3p/ W \�/ Z50 — \\ I +\Cy, / \ \ 1 sGeoM / \ �` / / \ . IIBO / %�� 9.,, 11.94 1 \ 1 IP .45 / \ « 456 \\" jj \\\ ♦ I\ \\ +\ \\ \\ // / ////// \\ 11 \ // \\\ \ t55 11,50 0-Pec, \\ ] // + \ \\ \\ �/ �•� // ND\ \\ I \+ 1] / \\ V n, ♦ l' g \ ♦ .& I \w \ \ \ \ / d5s' 045 ZP\' // 172 f �e n• eom + / \ \ I \\ \+ v / \\ \ \ \ / 49 \` \ \,\ ♦♦`` � I I] �+ _N) \\\ 6.44//// I/ � e6% / b� B IN \\i / us9 // y1(R- /i/ / /I 903 41 + ]' \ \ \ ♦` ag I // \ II I6 // // I //' ell! \'\ \6`:Bo`\ `♦ / O // / 1251 // +\�— / /:' // // I \ �95Q t 'M'91 � / / 1], 139 + / 9 ' I } � 21\ 5.95 "�- \1\ X. ,)\ Iz29 S/% / // // ' / . I // �p�y°.,eR•s \ \+ I / i 0yry'm ��1 \ 2` / / / \9/96" e,9 // Ii/ I \\ �`h SITE DATA \�'\ ♦ , // // I `;>}�} / 1 56q / 2.09 \ TOTAL AREA = 15.1115 ACRES 1.55 Ile+ \ \ ♦` / NOAR ebe ( ZONING USE DISTRICT = MARINE II (MIM DISTRIG7 ` � �♦ 3w \ 5'52 GTI l « saa 'It- - VERTICAL DATUM = N,G.V. DATUM (M.5.L. 1929) \I 0 ♦ / \ ry \ � BENCH MARK MONUMENT x925 ELEVATION 16.05 `\.\ 1e/ , // // Deb _bA�� -\\ I \ 'E6 I l 01ry i1 y cEIN, r v6 u\'\\'\,,\\♦♦` `• _/ /-�-__-__ ---------- + 930Ix� ice/ « 691 6.1II 5 69 rv-1 •L \� o"qqQ •]. • 6� I I 5.9/1/ / 2410.61eo yy ITI \\ 1.41 35 m0'11� ' 1.4 10 y '\ \I�Q,\ y'\ `)/«X93 \\ ,b6 � g 5.,4�6t/19 INP b I ,Y_/ I 1 / `\ \`\ 642 1; � \\ ban �/// 91.8.96 I I I � EN6INEERIS CERTIFICATION `Aye`` 1.2 \ /1O 7� I 1 / + See •\ \ \\ % ` 'b `•\ iF ,o \ 1 I/' Y \ I / HEREBY CERTIFY THAT THE WATER 5UPPLY(5) AND/OR \\\ '\ ♦ e.0e `\ \`\ ``\ + / A� ,y I SEWAGE DISPOSAL SYSTEMS) FOR THIS PROJECT WERE \ AO + I m DESIGNED BY ME OR UNDER MY DIRECTION, BASED UPON A \\\ 6'cEOMr ?o. 1 \ •Y' // \ 5,ee / y. CAREFUL AND THOROUGH STUDY OF THE SOIL, 5I7E AND 7,04 \ 641 4.04 \ - I / GROUNDWATER CONDITIONS, ALL L075, AS PROPOS e99\ D. ♦` ~\ \`\ II /M T' �`Jy.� 22 \ s.9, I CONFORM TO THE SUFFOLK COUNTY DEPARTM *\ C ♦?\T 52 \ \ / y. SERVICES CONSTRUCTION STANDARDS IN EF gill.6 ,ly 496 6,11 "• \ I 5.BT (Dry DATE. C O 5 NI \ �lj \ /I Q, g40`�Yb.z '✓ `\ \\ \\ / / b.,e ,t� \ / � - �rC$ w c,0 �b 4, / / 26o fi) Q • -1 IA 8.13 \.\ ♦♦� `V « 69jV bb, u� LpI�1- .069 �(`E§ Ie, \O \ • q rS� / / • \ 6.89 // / i/ . �� HOWARD W. YOUNG^ N.Y.S. 6,I L5. NO45593.1 cP� f4C� & �1 \ \. \ \ __ A . O / !� S \• p� THOMAS G WOLPERT, N.Y.S. . 965 P.E. NO. 61483 EEE /iT � \\ ` ♦♦ 3 \11 THNI ; 10 \� p�p,\0�1 \ '/ Y✓� / 3 A-4^q„W N/ 269 w� V SUR\/EYOR'5 CERTIFICATION ' 6 / 616 . 6.4 i 5 O6`` / {�7 4 6'0q 06)117 989 / rso Ss9 // mry\b` /.A� • THI5 MAP WA5 PREPARED UTILIZING BOUNDARY AND ' TOPOGRAPHICAL SURVEY5 MADE BY U5. V \ i'622 �'/ b, 595 5.91 b -\, \'\ ♦♦7/(-°'.s .5.w'� /// �mm ` ”` ♦ / \ Abe 44 \\ ♦ 509 % ' "O, I^' \ \, ♦\` I \ / Oi Be D: + 06an p,\by6� P nQ W.co 0: She */J 1nJ �- ~ y\P'- \ \ ♦\ S.M \ �Tl° 1p0 \yQ 6.41b ' 60 JJJ 0 ` 25 6.45 ♦♦ 9 6.,5 1 •'\ y" HOWARD A. YOUNG, N.Y.S. L.5. NO. 45899 �?O 6.11 sp ;. ` !iC\ S 45889 JP3.. � 6\05 ♦\ S(- � yc�y` Q � 6.16 �FDLANSS 00 to \yp. rP� \aBd• 4r \ `♦ B « 4.64 1 6. 11144+ \ \ \, o, d. �� `\ '\'\ `♦♦\♦ 49, ' ,\% I �O/ " 6.6, 6.6a � �12 410 °�4 0. ell HOLLI57I0 HEALTH IN5ITUTE ♦ . 44e %/ ` d\ 6.96+\699 a ° 136\s\a,l�' �/� ^\ 51 112, 5.o0 _ _ \d"%' \ gyp- OKI—DO LTD. �G-_ 4. 91. 4 j' -__ f '2 +\ At East Marlon, Town of Southold T39 Suffolk County, Naw York @ �\ 4 4.0 \ \ 489 o County Tax Map DII 1000 section 38 Block 0-7 Lot 7.1 � 5 ,aobzNV EX5ITING CONDITIONS MAP \\/ \ n3 MAP PREPARED MAY. 5, 2003b� /^� O - MONUMENT SET - MONUMENT rouxo - sT+ME DET ♦- STAKE FOUND BGALE, 1".401 JOB NO. 1999-0615 �/ GP .PJ f DWG. °I11O613_99OTSS_J=se