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AN, R,E+M. OF y COASTAL ENVIRONMENTAL G PORATTIE tNe ON z 0 IN E "14 0"' N ~, d + AUG. 12, 20031$. yr,'_011 _ w MONUMENT. Tl'PIGAL 'k- `� if.60' hN SIDE YARD WOOD w OD BULkHEAD ' SETBACK ° �4 No w P D EC K I g o . WA KWA �6 lip 61-090 FLOATINO DOCK 301 0 11 5 1 1` \ . 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FIVE UNITS SLEEPING ROOM MAN-MADE LAKE GARDEN WALL / 5 A ES �':;� C THREE UNITS SLEEPING ROOM . � NATIVE LANDSCAPING TRANSIENT MOTEL PRIVATE ASPHALT PARKING ® CAFETERIA OlN1NG HALL ERVIGE N36'51'19'W — — , + ;,�;;,�,:�_,- AREA (PRIVATE RESTAURANT)ANNEX 927.89' ESTAURAN •rte? '-. 0 �” J 110 04 ENTRY r , SL D NG GATEEL - f- ENTRY I M N N RY FENCE HEDGE ROWS e I� r�s� HIGH WATER MARK N (SPEAKER & TOUGH , O COVERED DECK ,n PAD OPERATED) r„ _ a SHIPYAR NEth MANAGER'S RESIDENCE to POOL HOUSE 3 O .• �► p p Condominit�ri p i- MAINTENANCE AND z Z :W U %•"-� GUIDE RAIL O BENCH MARK �� x w Cleaves Polnt �:4 j UT1LFiY BUILDING ^ ;, E Q z x r,. , NAIL SET 1N POLE ° vv •� (Village Condo) BENCH MARK c,, o � 0 now or tormerty V m O ,��i; I COVERED GAZEBO 1 f� ° ELEV, = 20.00 rkskle Heights Co. m o °� now or formerly NAIL SET IN POLE ELEV. = 7.0 Gusmar Reality Corp. O] GAZEBO 2 U ALL PAR INC LEFT OF ENTRY I RGLE TO BE . O GAZEBO 3 .. PRO ED VIA VALET BE ICE EXCEPT WHERE ZOINE RR ED 4-) °> 0 Q 0 '� m141 N L � 0 o � Z N { SITE PLAN - .� oCID F r v SCALE: I" = 40'-0" '�` ! DRAWING NO.: BEE 0-2 FOR LOCATION MAP AT 1"=100.0' I✓® BUILDING CODE ANALYSIS BUILDING ANALYSIS Q¢~z < m=o�- 1t7vo� jaw��--�4.w0¢.. OCCUPANCY CLASSIFICATION CONSTRUCTION HEIGHT LIMIT AREA LIMIT REQUIRED SEPARATION FIRE RESIDENCE RATING FIRE FIRE RESISTANCE RATING SPRINKLER REQ'D WHEN SPRINKLER REQ'D WHEN MAXIMUM FLOOR AREA MAXIMUM ALLOWABLE ACTUAL SPRINKLER SPRINKLER BUILDING NAME QUANTITY STORIES HEIGHT BUILDING AREA SITE TOTAL Q z 0z�,w0-�o>z-z BUILDING NAME F OCCUPANCIES (HOURS) REQUIREMENTS FOR SEPARATION REQUIREMENTS FOR EXTERIOR FLOOR AREA GREATER OCCUPANT LOAD IS ALLOWANCES PER OCCUPANCY(SEE UNIT TOTAL BUILDING COVERAGE (NYS 3021) E(TABLE 503 (7ABI E 503) (TABLE 503) (TABLE 3023.3) BUILDING ELEMENT DISTANCE WALLS BASED ON FIRE SEP. THAI4!(SEE BELOW FOR GREATER THAN(SEE OCCUPANT BUILDING ANALYSIS OCCUPANCY REO'D PROVIDED PER FLOOR PER BUILDING M n E E 0 =O z m zwCLu..w u) V,Pzw¢oz a TRANSIENT MOTEL _-„ IST 28,992 z Ce o r 0 z z w,� (HOURS) (TABLE 601) (FEET) DISTANCE(TABLE 602) CODE SECTION) BELOW FOR CODE SECT.) (TABLE 1003.22.2) FOR AREAS) 1 2 51,422 33,475 33,475 500-0� z < r O8 TRANSIENT MOTEL 200 CROSS 175185(35037) 2IST 1 Q w w 0 w v O w LJ 0 0 m v-' © FIVE UNITS SLEEPING ROOM 9 2 30'-0' g=� ¢U o w 0-1-00 ACCESSORY PERSONAL 100 GROSS 44.32(4432) 1, SERVICES(27 ROOMS( 14 1 30'-0' 2ND 798 1872 1fi,848 I cy-z w U m z J 0 m r 0 0 o x z O 1,190 1,872 26,206 7z C THREE UNITS SLEEPING ROOM � �`'¢¢� 0 Q n? �a OFFICE z Zd 100 GROSS 19.82(1982) TRANSIENT9 co MOTEL PRIVATE PRIVATE CAFETERIA SEE TRANSIENT MOTEL 2A SEE SEE M _>30 0 PRIVATE CAFERIA PRIVATE CAFETERIA 15 NET(ASSEMBLY W/O 633.33 YES YES ® CAFETERIA DIMING HALL 1 1 32'-0' 3,834 3,834 7,085 7,085 o 8 DINING HALL AREA LIMITS TRANSIENT TRANSIENT2 p ` N B R-1 � DINING HALL DINING HALL SEATS UNCONCENTRATE (PRIVATE RESTAURANT)ANNEX cj � � (PRIVATE RESTAURANT) CALCULATION MOTEL ARCH MOTEL ARCH A-2 2 2 m m (PRIVATE RESTAURANT) (PRIVATE RESTAURANT) (TABLE + (HOURS)) COVERED DECK(NOTE 1) 1 TBD TBD 758 758 758 758 RESMAURANT OFFICE 1 LIMITS LIMITS B 2 2 w F z 5 000 100 100 GROSS 1.19019) CALCULATION CALCULATION Q U RESTAURANT OFFICE 2 co (NYS 903212) (NYS 903.2.1,2) 100 GROSS 116 016) O MANAGER'S RESIDENCE 1 2 30' 98-0' 2IST 1189ND 7 1,967 1,872 1,872 a.GIFT SHOP 8 p 100 GROSS 117 017) -1 M 3 z O 100 GROSS 1.19 OW ® POOL HOUSE Q (MARINA OFR O 1 1 TBD 1,373 1,373 1,373 1,373 © W O oS ac U a TBD Q co z MAINTENANCE+UTILITY 1 1 W BUILDING , , , , p ON c0z D I>' cc U UIJ 4 07 f!O > 0 3 STORIES OR GREATER COVERED GAZEBO 1 (NOTE 1) 1 1 TBD 314 314 314 314 5 --+ � O FIVE UNITS SLEEPING ROOM R-1 RESIDENTIAL (NYS 310.1) 2B 4 16,000 N/A 0 0 0 0 0 < 30 0 (NYS 943.3.12 +R317.3) 200 GROSS 9.94 10 NO NO O Z Lll ��- CC 3 STORIES OR EATER GAZEBO 2 LLI � Z Q t- �C THREE UNITS SLEEPING ROOM R-1 RESIDENTIAL(NYS 310.1) 2B 4 16,000 N/A 0 0 0 0 0 0 200 GROSS 5.95 6 NO NO j i 1 TBD 746 746 746 746 p W z M E O LL 0 < 30 (NYS 903.3.1.2+ R317.3) 03 ® TRANSIENT A-2 ASSEMBLY RESTAURANT 2B 2 9,500 N/A 0 0 0 0 0 > 10 0 5,000 100 7 NE7 (ASSEMBLY W/O 547.7 NO NO O GAZEBO 3(NOTE 1) 1 1 TBD 100 100 100 0 CL O Z p PRIVATE:CAFETERIA <30 (NYS 903.3.1.2) (NYS 90321.2) FIXED SEATS UNCONCENTRATE 'cn J W Iz DINING HALL (NYS 303.1) - SITE 32 102,291 1%552 d) W ._! W p Q (HOURS ONLY-NOT FIXED) 0: S Q (!� U © N co (PRIVATE RESTAURANT ANNEX) OTA O COVERED DECK N/A LANDSCAPE FEATURE BUILDING ANALYSIS NOTES= f MANAGER'S RESIDENCE -3 RESIDENCE 2B 4 UNLIMITED S REIDENR N/A 0 0 0 0 0 _>30 0 3 STORIES OR GREATER .91ITEMS NOT INCLUDED IN FLOOR AREAPART OF LANDSCAPING z 'n � N 00 °! � O {NY8 903.3.12 + R3t7.3) 200 GROSS 935 1 NO NO . . POOL HOUSE R-1 2B 4 16,000 N/A 0 0 0 0 0 RESIDENTIAL ACCESSORY _> 0 3 STOr^►1ES OR GREATER 200 GROSS 6,565 1 NO NO 2. ALL WINDINGS WILL BE FULLY SPRINKLERED. 9 (NYS 302U < 30 (NYS 903.3.12 + R317.3) O MAINTENANCE+UTILITY U UTILITY+ MISC. (NYS 3121) 2B 2 8,500 3 0 0 0 0 0 q 5W GROSS (1626 SF)3,252 2 NO NO BUILDING 8-1 STORAGE (NYS 311217 ) 3 17,50 < 30 12,Ctafl(NYS 903.3.2.8) (5 579 SF)tf158 USE AND LOT AREA REOUIREMENTS O COVERED GAZEBO 1 N/A LANDSCAPE FEATURE Q GAZEBO 2 N/A LANDSCAPE FEATURE BUILDING NAME USE SITE AREA REQUIRED SITE AREA PROVIDED W k GAZEBO 3 N/A LANDSCAPE FEATUREx xv O TRANSIENT MOTEL TRANSIENT MOTEL 80,000 SF+ADDITIONAL27 MOTELS UNrM Q- Q 1>>< 4,000 SF/UNrr ACCESSORY UNITS -t14)4,000 SF >- ACCESSORY TRANSIENT MOTEL ASERVICSEOSR(27 PERSONAL TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL - W TRANSIENT MOTEL FRONTAGE INCREASE DIAGRAM FRONTAGE EGRESS CALCULATION z Z U z _ AREA LIMITS CALCULATIONS (SECTION NYS 3023.3 MIXED USE/SEPARTED USES) "•-� (NYS 5062-EOUATK)N 5-2} OFFICE TRANSIENT MOTEL.ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL 0 TABLE 1 PRIVATE CAFETERIA RESTAURANT o USTAURANT $0 Opp � -- -- --� .� . �� 1 DIN NG HALL f- o F W }- - . :-:'.>� :,�._ �:.:_- ,... .a<:;;;;::_ `'�. _ ...._. CONSTRUCTION TYPES 2A--SPRSNKLED(TABLE 503) MIXED USE SEPARATION SEPARATi`D > �- -.i ;:.. ,;';.. I -150 0.25 30W 'Q1JP J �y� 395551.(SEE PERIMETER DIAGRAM) RESTAURANT OFFICE 1 .. RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT •-.: .' CONVERSION FACTOR: 0.40 W z FRONTAGE INCREASE/.• F 0b2) WHERE: { ROM 5 RESTAURANT OFFICE 2 RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT -----=--': . If - AREA INCREASE DUE TO FRONTAGE (PERCENT). SPRINKLER INCREASE X: 20051. (FROM 5063) CONVERSION FACTOR: 2.00 do O (� GFT SHOP RESTAURANT ACCESSORY SEE RESTAURANT SEE RESTAURANT F - BUILDING PERIMETER WHICH FRONTS ON A PUBLIC WAY OR OPEN 239,5351. (FRONTAGE INCREASE + TOTAL CONVERSION FACTOR [ Z C� LL TOTAL(INCREASE /.• 380 SF(UNDERWATER) CC (� SPACE HAVING 20 FEET(6096 MM)OPEN MINIMUM WIDTH (FEET). SPRINLKER INCREAE) {1.00 +THE ABOVE): 2'� MARINA PRIVATE MARINA 80,000 6a, P - PERIMETER OF ENTIRE BUILDING(FEET). x,618 SF(UPLAND) Q Q BASE ALLOWABLE AREA A-2=15,500,B=31,500,R-I=24,000(FROM TABLE 503) � � � �- z W - MINIMUM WITHIN OF PUBLIC WAY OR OPEN SPACE (FEET). GUEST SERVICES PRIVATE MARINA SEE MARINA SEE MARINA O z = O TABLE 2 610 20 © FIVE UNITS SLEEPING ROOM TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANStFJY('MOTEL N Q v - - -0.25 - M=NANT USE BASE ALLOWABLE SF CONY. FACTOR TOTAL ALLOWABLE SF ACTUAL SF X OF ALLOWABLE 728 (FROM 3021) (FROM TABLE 503) (TOTAL INCREASE X) (BASE X CONN FACTOR) FROM PLAN AC If 100 TUALIALLOWASLE) C THREE UNITS SLEEPING ROOM TRANSIENT MOTEL SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL -100[0.84- 0.25] 0.67 1 TRANSIENT MOTEL R-1(310.1) 24000 2.40 51,600 35,031 010083% TRANSIENT MOTEL 11-""t";'-"'- 2 ACCESSORY P�ISONAL B{304.1) 31500 2.40 90,000 4,432 0.039251. ® TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL SEE TRANSIENT MOTEL O _ -100[0.59' 0.67 PRNATE CAFETERIA W SERVICES (27 ROOMS) DINING HALL of -39.53 3 OFFICE B(304.!) 31,500 2.40 90000 I,eW 0.0220% (PRIVATE RESTAURANT ANNEX) � O � � (� f Oco r _ 4 PRIVATE CAFETERIA A-2 (303.1) 15,500 1.40 31200 9500 0255451. COVERED DECK N/A- LANDSCAPING z N r' DINING HALL (� m , MANAGER'S RESIDENCE o VWATE RESTAURANT) f SINGLE FAMILY RESIDENCE 80 000 SF(PERMITTED AS OF RIGHT} Q z z � 80,000 SF TILT Q ;` 5 RESTAURANT OFFICE 1 5(304.1) 31AOO 2.42 90'000 1I9 02013% m r` POOL HOUSE TRANSIENT MOTEL ACCESSORY ' 6 f:F.STAURANT OFFICE 2 B(304.1) 31,500 2.40 90000 116 0.0013% a 90000 111 0001351. O MAINTENANCE +UTILITY TRANSIENT MOTEL ACCESSORY SEE TRANSIENT MOTEL �E TRANSIENT MOTEL W 7 r,;1'SHOP 5(304.1) 31,500 2.40 BUILDING 90000 119 0.00135 y. $ GUEST SERVICES 5(304.1) 31,500 2.40 U COVERED GAZEE IO 1 TOTAL PERCENTAGE OF ALLOWABLE AREA MUST BE LESS THAN MY.-SUM OF RATIOS LESS THAN ONE) 51,422 0,940151. NIA- LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE U �� B..!LDII�9D CONFORMS TO HEK�I-IT AND AREA UMrI3 OF MIXED USE/SEPARATED REQUIREMENTS (YE OR NO): YES Q,r / O GAZEBO 2 ACCESSORY TO rESIDENCE SEE S.:SLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE U O E OS OF THE FLOOR AREA OF EACH USE DIVIDED BY THE ALLOWABLE AREA FOR EACH USE SHALL NOT EXCEED 1 NOTE THE SUM F THE ROTI k GAZEBO 3 NIA-LANDSCAPING SEE SINGLE FAMILY RESIDENCE SEE SINGLE FAMILY RESIDENCE 4,* i (100%OF THr*-ALLOWABLE RATIO). GPA PERIMETER. 728. E �> 4: NOTE SEPARATED USES MUST HAVE FIRE SEPARATION RATINGS AS SHOWN IN TABLE 2 . . TOTAL LOT AREA REQUIRED 715618 SF _ ,.;.. 6 715 616 (75477 F SF OK S EIFRONTAGE INCREASE PERIMETER W ACCESS _. TO PUBLIC WAY: 610 SF `� ZONING OWNER OKI-DO LTD. 20 WEST 64th STREET#24E LOCATION MAP SCALE: 1' = 100'-0' NEW YORK, NEW YORK 10023 BUTT.OTRUBA-O'CONNOR ARCHITECTS, :Y ARCHITECT _ L 4 n;a ,4.... a.,. as. ..._. _. ,...,,_:...- . ..... . 062 NORTHERN BOULEVARD aV R OSLYN, NY 1157 ' s MAP L10 4: _;. LOT(S)} 9 s , r, ZONE DESCRIPTION f LOT AREA 0 54 6 (17,325 ACRES a. 7 77. SF. .4L = - CONSTRUCTION CLASSIFICATION w�. „ OCCUPANCY GROUP - _ w ^XJ -40 ITEM PROPOSED REQUIREMENTS REFERENCE l z ` O << ZONING ASI 0" J MINIMUM LOT SIZE EXI,T► NO CHANCE SEE USE AND LOT AREA REQUIREMENTS 100-110 BV1..1\S</Rr..VLILE DRIVE Lot 4 < LOT WIDTH ±870.0' 150 Fr.MN. GILL LOT DEPTH r t 860.0 Q 150 FT.MIN. n ti � xi �� F F\` FRONT YARD S�divislon - Map Of 'Marton Manor' Suffolk County File No. 2038 LU r F .J Lot 5 5 35 FT Mid Lot 10 Lot 9 1. -L -L now or former _ L "� ✓ y r 8®E YARD 25 Fr.MIN. now or former now or formerly now or formerly now or formerly L"�cclardl+ John Manoglu+ ne O.Walker Barbara Wlegel `Joseph BOTH SDE YARDS Robert. F.Mau' + Nancy Y.Muir Catherine E.F'uto r< ✓ 50 FT.MIN Betty Manoglu stet J.C.Waflc r I ` "j REAR YARD 25 FT. F SETBACK FROM WATER l x G 75 FI s 239.4 Joseph A Cherepowlch L MSV LANDSCAPE AICA 202 BULK SCHEDULE + Others w < Y 15' FRONT LANDSCAPED AREA ALONG THE 100-212 L� •� �, �' u u x \ 7 FRONT LOT LINE 5 ABUTTING THE FRONT OF THE BUILDING 100-212 ►�s� G� o C o1. Gf-1IA SHADE TREE(MIN.2 CAL) IN FRONT OF LANDSCAPED AREA 100 SHIPYARD LANE :` s N 1 L z < z �r 20' BUFFER TO RESIDENCE DOUBLE ROW 6' HIGH EVEf{GREE 0' OC ge H Gregory + 1. TOWN OF SOUTHOLD, NY ary C.Gregory COO \ 4� MAX.LOT COVERAGE SEE BUIMNtG 30! EVERY 40A'100- ZONE C ANALYSIS 101,552/754,677-13.5 < 30% OK BULK SCHEDULE BUILDING HEIGHT/NUM. STY. S BUILDING 35 FT,2 STORIES MAX BULK SCHEDULE< h ANALYSIS M11189 now or formerty s PARKING 182 SEE PARKING REU�TABLE 100-191 A ohn Cadwallader .a . ...::. . .. r DTH 22'-0' 60'PARKING,16' AISLE 100-191 C -� -�' - ✓' MIN.PARKING SPACE SIZE 9'x 19' 350 SF. FOR STANDING AREA AND AISLE FOR MANEUVERING 100-191 C ,: .:.:.:...:... . a.,. ,. 2 LANES P ACCESS MAX OPEC 6/.WIN 25 OFANY STREET UNE 100--191 C MAX.10%ANY OTHER AREA fie a G 4-8' H! LANDSCAPING FOR PARKINSCREENING W/IN 15' OF SIDE OR REAR LOT LINE 100-191 C I John Cadwallader+ ! - REJOINING RES DISTRICT 0 Ili Cadwallader PARKWAY SC 2 PARKWAY SETBACK 100 P R�11NG 0' P 1 l-a.h r'- 4 -6, H w SETBACK ACROSS 8T 100-191(2) Q THICK H WALL OR FENCE INTERRUPTED -_ ONLY {. EDGE, S. FROM RE DISTRICT I O a POINTS OF INGRESS AND EGRETS MAX HEIGHT FENCE WALL OR SEAMS Uj now or formerly - „4 Robert F.Clark - FRONT TO 6-0 LL H - 1 A - rt: - SIDEREAR D OR 6112' H 1�- .4 �i B r' r N DSCAPI ARKING MIN.10 SF.LANDSCAPE ARE W PAVED AREA FOR EACH PARKING 100-214 A o ® - LAN P A / SPACE now me - w MIN.1 TREE MlN. 2'CAL IPE \ *` ( R)FOR FwACH TO SPACES 100-214 B r; Barb aanther+ MIN.100 SF. FOR EACH LANDSCAPED AREA W/ MIN. DIMENSION OF AT McKe ie R.Gunther y r f i LEAST 8'-0' r' - l. 4 FT.WIDE LANDSCAPED AREA ALONG THE PERIMETER OF PARKING i 0 AREA O MIN.1 TREE(MIN. 2' CALIPER) FOR EVERY 40.0' LOADING 100-192 32,800 SF. 2-3 LOADING DOCKS 0) r L LO r � rOjwz formerly � 5,000-25,000 SF., ONE BERTH., EA ADD 1 BERTH FOR EA ADD. C V. Kent 5 25,000 SF.HOTELS, I BERTH FOR EA 25,000 SF.,15 Wy t4' HIGH, N 45 LQNa UNOBSTRUCTED ACCESS 1S TO S Y co 1S MIN.WIDTH 100-239.4 o MEET ACCESS >- Lc) SHIP RD LAE l \ FIRE APPARATUS ACCESS ROAD 150 FT. FROM ALL PORTIONS OF THE FACILITY OR EXTERIOR WALLS, NYS F C 503.t1 O u� °n, EXCEPT IF SPRINKLERED, 300 Fr. z AMBULANCE ACCESS CLOSER THAN 300 FT.MAY BE a REOUSED BY TOWN �A S 20 FT.WIDE,13.5 FT MGH _ inkim now or f1. n -`w` TY E9, FLOOD DAMAGE PREVENTION A46 Parkside Height o. U v�P311ZE'- 1oGi (Wage Condo) `:�. ,.r - __ _ _ - PARKING CALCULATIONS $ now or former gLo Gusmor'Realty Corp. USE PARKING REOUIRED PARKING PROVIDED U� < 1 PER GUESTROOM 114 (GUESTROOM) -+� TRANSIENT MOTEL 1 PER EMPLOYEE 4 (MAIDS) o ACCESSORY USE PARKING A8 REQ D 6 (ADMIN.STAFF? � m ` z OFFICE-1 PER 100 SF 16 (PERSONAL SERVICES) o \ L\ 1 (VALET) ® LO m ;,4 c 2N AN DRIVERS) a ` MARINA 1 SPACE PER BOAT SLIP 0 (SUPS ARE PRIVATE) ref Y \ 1 PER EMPLOYEE 2 (EMPLOYEES) o y z04 ' 1 SPACE PER 3 SEATS 24 (72 PUBLIC SATS) ZONERESTAURANT OR 14 (EMPLOYEES) �,�t o cO t 1 PER 100 SF W/E IS GREATER ''`��ii t � r� R R RESIDENCE 2 SPACES PER DWELLING 2 (RESIDENCE) w 4 (MAINTENANCE/LANDSCAPING) DRAWING NO.: 189 TOTAL - 162 PROVIDEDDS 27 LANDBANK) KU 2 V_ \\ PAVEMENT, WALK5 4 GURB I NG LEGEND DRA I NAGE LEGEND 0 0 0 GB = CATCH BASIN c�i P, ,' \\ /� �./P \ BG = BELGIAN BLOCK GURB N ri �O� \ CONCRETE CURB\� INLET L2 MGG = MOUNTABLE CONCRETE CURB FI = FLUSH INLET N ' \ // 0�\�� / / �9�0 oti /Q \ q.o2 \ GHDS"x24" = CONCRETE HEADER SIZE GIG = CAST IRON COVER 0 LOCATION MAP / , \ / kp�� / �\ / o9iG \ \ I - S = ROOF DRAIN SCALE: I"=600' , / / 0t / /\ 9j ` Oma', , `\ GSW5� - CONCRETE SIDEWALK 4 WIDTH YARD DRAIN \ / (� O� / / G / , \ HRMP ASPHALT SIDEWALK P WIDTH= HANDICAP RAMP 50100X12 = LEACHING POOL, QUANT., DIA., 4 EFF. DEPTH W E `(\ O / 1c / \ \ GAP = CONCRETE APRON LOB = LEACHING CATCH BASIN / , \ = LF = LEACHING FIELD GOP CON 6.53 / SG \ CRETE PAVEMENT = DRAINAGE MANHOLE \ ;`; AP = ASPHALT PAVEMENT MH MP = MASONRY PAVEMENT S / / 'Ff< / \ mss' �'� \ o q,o7 �/ ♦• SGP = STABILIZED GRASS PAVEMENT HOPEPI8" = HIGH DENSITY POLYETHYLENE PIPE 4 SIZE G �O S/ ` G \ :", ` ;�1` GEA = GEO-GRID EMERGENCY ACCESS RGP24" = REINFORCED CONCRETE PIPE 4 SIZE ' / / O� / ` ! cess=Fl•I• -� @ \ «.{ / �(\ \ / ,, �, , O �y O I f :,• ES = END SECTION / O O -/ � / �Rt7 k k O O .0 \ GOP = GEO-GRID PATH IE = INVERT ELEVATION / ( � ,� \ �o \� y•c \.�' �j pro /ti / ` \ \ / 0 v Qj"> " �A, EOP - EDGE OF PAVEMENT ,Apr,., '/ `,( Q� �� (�� ~\ °�� '' \\ : 6^ \ O \\ E- = EXI5TING ,, , GB 52� a / ■1 sF \ / O , E- = EXI5TING OGS ~ V �1\ __ s 0 °'` �,j/ MH / I / •�,Oi, \ q.lo RIM 25 6 a `\ q ( \ �\ Q y l !! ��jr��rl ri l" 0 / // �` _ \ ` > ' �,,� ` i O •q.001�3 !N \\ "/� S 1 O� \ \ �\ SITE DATA ° to " \ M 15GELLANEOUS LEGEND TOTAL AREA 18.1115 ACRES SNE 0 e \ 1 / , \ O E I �*� o ._. '� OR 815,0"13 SQ. FT. 'v - C r i \ N 6 , / � LF 5 \ Qh r r 1794 \ '" / a. '� \ _ �' a 0 Q I / \ /O ` *20.50 = NEW SPOT ELEVATION G � \ � � , GEA \ \ / SBL - = BUILDING SETBACK LINE DREDGED BASIN AREA 1.3862 ACRES � � L � j r / \ 'dill 1�/l rf, �� f�f t X11' � p \ II. ,. \ ,.00 O '� \ +23.25 _ ��Il'f�r 1 [tl fil' J ! r �l O• o \ m \ EXISTING SPOT ELEVATION � a� ry s• \ b o �O \ ` 2O = NEW CONTOUR UPLAND AREA = 1'1 \ 6 r p ,,•• \�\ �";' ' .,,. �. rtr �.y \\ R� I 9h \ 2815 ACRES o h f �'' \ 1 ;t �O � ,' \ �, ° ,' � ^ � 6 Oi- 47- \ \ = EXISTING CONTOUR •� � � �f/ l �� ' O r ) c8+ s . ,.••'� L•' • `\ @♦� q,,+ ` ' \ \ RD = ROOF DRAIN ANA G - D Q Q (� _N0 \ .� 1 O M I T INA E BUILDING - 6'774 5Q. FT. e�• � .30 0 ,' GEA "p ! \ � c. �$ \\ •�>� Q O,ti \ ,ti,� \ AREA LIGHT , �� / ` ,� �s .° % / 1 \ ( 10 4 ' ..y 9 `\\` \\ ��\ o = PEDESTRIAN LIGHT POOL HOUSE 1,059 50. FT. o \ ♦• @ O,',/ \ \ \ MANAGERS RESIDENCE - 2,106 SQ. FT. Z - N c+7 ' O ` S .S' rn `\ PYRAMID = 576 5Q. FT. X10 ,.° ,e' ! I� \ n b 5 \o / �\ . � O G / ' / \ ✓'�` ■ 9O ,,p 0Q, /\ I Ob�IO 0.16 ,�'`\ o'e GB bS-FI / , \ p \ B•t2 UNITS (2,106 X 23 UNITS) = 48,438 50. FT. ' 18.44 ) Ot\� ' \ �" I y ° ,�� \ , / 0 Oo O 0009 \ r \\ IE 5.00 \\ \\ \ TRANSIENT MOTEL RESTAURANT ANNEX = 4,450 50. FT. \\�� \\ ti \ c,a� \\ 09 o w� `,. !' \\\ lie ,' O\ \\ \ TRANSIENT MOTEL = 29540 5Q. FT. 3 Z • 4' ,( \ IM■Is ® o O� , jam" \ =.� / G \ TOTAL = 92,9'13 SQ. FT. 11 15 v C`o V�� ; cB ti 5 U� oK'g 6.46 ,� d0 \ ar \ , -e- \ \'( 7.1 0 I 1� \ W 0 r ` \ .(\ ,«•" ,,' \RIM I ` � GB e \ g r O 1\ � \, ��, O \ ' BUILDING LOT COVERAGE � 2 h �,.�' \ ve■ �O,i RI 1.12 \ g\0 p \ZSu r \ GB 6.4-FI o,A %Sk 1C /�\ \ \ / ,y '�.� •-11 12.11 pF M■7.00 , \� 80 } i� ` \ , 108,77111 50. FT. / 815,073 50. FT. = 15% U Lu V �- , \ / ,O •4.80 - ♦,i � O\ \ 0.14 f] I / ' \ +8sq .76 W 6EA\\ � �w 0., N,� /,' \ 8.18 `, \ , ♦ O c v Z \-\N ON DO �` �n"� \ e `\ •�O� ,� \ `♦ \ / i NYSDEG JURISTIGTIONAL AREA = 7.0548 ACRES ,^ \ c �,Q o� eo f r \� r 2 ,� \ 0. 3 ♦ °` rn Z / TIN 0, I > �, / \-'T\ O RIM■Z? //� "/ 7J� q. B b -FI , \ b , \ ♦ ,' ,fi° \ O r ' \ y IE c Q ii GB 69-FI ■4 .10-1 �(�, 'ti,' ` ♦ ° `� J ' O O C'c, / ,�,ellm «° ,'' GEA `\ y (� 0 a RIM■e0jo , / \ + ,•,, ,Cg \ ♦ _ _ b ° • ,.° , \ 3y .000 (�' 0 " ' / \ / , \ \ ♦ ° \ \ may\ v \, be No.4 / • 'e 1 + 7,. \,' ,, ,+ 0 Qy ,° sF' ''+,,� \ \ \ ♦ y\b� i / .2 Q ' ) O �+ I ZONING USE DISTRICT = MARINE (I DISTRICT _ 1 � 1 m f ,,' �' @ \ \ 7•� `•� 7.41 � °° + 3 , CMI I) H W F- / \ n m, r+�nctn +,.^ \ \ \ `., I ■791 q.q5 h ° 1 e '' \\ �R ,' Q/� ~/ \ \ ♦ 7.06 / 7q/ O� J Z / W t:m - °«�` N ` \ pq \ p"g ♦♦ \\ n� 6.21 �.!'S. \�\ \ �., �� , VERTICAL DATUM - N.G.V. DATUM (M.5.L. 1°124) u < 0 i' 20AD , \ �� °e , \16.80 �/ C� SSI:. `� !8' � � `. O t2 ` ,ate' y `\ �l J'� O \ -_ , •` i � / 1� J \ ,� \ cB w gip- 1� ° l q� � O ,' a� \ ` ♦ �'/ ,�/ / BENCH MARK MONUMENT X325 6 v = V) / � .. � � n EL=1.0 �► ,� ' �• \ +Iso '♦�, ° ELEVATION 16.05 � iL [� E \9 LL Q \ \ \ �� 4.1-FI O tX' \ ' y \ \ G °• SA 7.ob O ry O O I ■q.00 / O 4►_ �\ v \ \ �/1 2tOrc�z°Isa,�,7.54 .93 ,.2q 6 ~ Z Q + \ \ I No4� \ o L O 700 / � TR16 Nob \ , ♦ eo 714 SOUNDINGS SHOWN THUS (4.1) ARE REFERENCED FROM MLN i- C7 Z 241,016 SF H •� \ AREA--AM, , i I Z tl`g =JL O ro SIB NO.7 Qj� ` / Q ° ,.4 \ 0 1CL GAZEBO #3 3 Q I I ` GB 7.1-FI Q U �(\ ` '.� \ 41,992 9F C Ol I!1 / t► �+" > \ \�� a9 FFEL=10.00 > le■s90 \ a� < -_ - a / \ - _ �laa-s�v/ i , 0 j w / gyp �rJ��r � / �� '� .� �� `\ \` \ , g\°0� \�. u�9� n.ls / ° • '`, \'� s.5o LF NO 650 / n ,.s o < /�� 0 r _ 0 O V �✓'' �\ 0&V �,�L°+ '>\\ IbJ4 ` ,\• 1 // O O \ .� ISO •�q \`\\� LGB 7A4OIODx9 . •' S \ 9 ` O C , ° \ �+ ' \ x o RIM-520 r• °' . I _: 0 I ° ` \` / s,,.,, ,s� / 8 IMPERVIOUS SURFACES DATA ~ ^ s o IE■9.92 MI{61 .68 , J )\ d I LF NO.b .,a SI •{q UO ' e, /8 fE� ' - 5 Orf19 .�\ \ 4 , 6 0 (\ �' 4 `. ' UNIT / Qp \ ,-\ •• o ° . \ �, b.sb \`� \'� 00 -ly y� slv:r-v o " ` '� � ? a o s.43 V \ \ EXISTING PROPOSED O 0 � q r0 � \ s oq UPLAND AREA sLO \ \ °'° �^ \ \h 149 10.97 9 / FFA IRS Z q ., °,� a,\\ •'`� 04 9� \ IMPERVIOUS SURFACES 1.3015 ACRES 5.2980 ACRES ^�' - � /jr .... , .,. •.♦ \� ,� „,m 5.22 Q In \\\ / f t -r.6 F`IRI't•ZON c+. kl\ GEA 4s. o \ PERCENTAGE OF � V O B.so �� ° o `. / �� rc�" N / 6 T I'Z 0�% / Q� ° 0 •\ Fav N, 4A p ' , \� IMPERVIOUS SURFACES -1.5 % 50.6 % (y II Q 0I �� .' ' R ■� oo ° \\ a ! / / WEIR \ � ) `\ (based on 1'1.2815 acres) m ;- m TIN w \ \ ( C_ v�' °1 �� °19E°•1 Ao © g A4s SF \ 6 r„ EL=4.00 . .•�•.••` .;o a`• �. -Q'a `\�" cB 72-FI ` O W J O •fir' \ Qa °r o / ) / / i ,.•�^ \� ,�' m \ RIM■ \ ill `\ OV, r(\�I . ,. I °. / ��1� /.� /i•' a w a•9�m,,., /. ` • ®OF O 6 GEA \\ \ IES ao NYSDEG Q Q U < m0 \ p \ b s+' �a/ ,'fl \ JURISDICTION EXISTING PROPOSED of o \ ¢ +/1 10.04 .' •,.� IB NO.Is / // ®0'F \' /` / S%�w3 m /� 0 > �♦ `\`S (t) -0 e (4 m 0' �♦ \ +/ V , •'® •2oysl sF ® LB /�� <p/h9-'h '�O B.Bq 13 / me �g \\ \ y ,, 1 �l••tw / �i IMPERVIOUS SURFACES 0.000 ACRE 0.7660 ACRE O \ \ G 19.1-FI / 0? m0 /,.�' / o - 1�"3 s�°g / GS 10.?-FI 0 < 0 „y GB q.2-FI a- o \ ♦ © c / ?, x %_..-- , m \ e 106 !j� �s W ♦ / ,' ,a m/ `m RI F N0.1r4 ,/1 Q �� / ry / 00 3 cryy��r s r ' 700 ��IE■964 RIM■d 00 ,°,m♦\ GAZEBO # �8 RIM•700 0 i \\ \ J } \ \ + 'A e'• 0 IE■14 •� >, Ing , �' • 1E■4,go eB q 9t .�" PERCENTAGE OF �,♦ / "ar \fie ® 10 fpm f� F ';�' �• qb tq i °^ " g1°0p1\00 •s� IE■ .74 `\ �ML••1zI O dt RIM■7oo0� ,I \� •� , `� IMPERVIOUS SURFACES 0.0 % 10.9 % U \ ♦ 41 + �' `°' / Q` �l A FFA / C' A ° i�� el ° p IE■900 ♦ \ Q tY a� m 1•• •a ° / ` �( O (based On "1.0548 acres) \ ♦♦'ky \\ �J /r/ / ....... e A •.>® / ,/ Y♦ O\\\ Q+ \ O ♦ Iq.14 \ ` / ' { /> 1 f 1 "\ +. / 8 25 n x e.A.. / p (i, r.. P// �` ° ® i > ♦♦ \ ` ® ,f \\ ♦ /+ ,, ' 41 TRIB'�1Oo14 / y� / \ ��< f /. ° .\ r � i Q `\ o ® ' ♦ tib ` ` RIM-6.00 F_ + , AREA�27,919 SF/ �, 1 J 5E GENT�PLA�IT >. . ,+ \/�°e! + 6 5 ; 61 O O-,___, ._.- _ IE•s. / o \ _ NO.a o \m / ♦♦ \�\ IE■400 \ \ ZAND?SANIT Y G LLEG 10 ♦ \1 / SY TEH MY.,O ' ER5 � �� \,° C� 00 7RIB to IE■s 9'I Bg o 7 0 / f ��+� C S � \\ O 3 1-F1 T © 'V° y ' ,g. x o O • 9 o '� EARTHWORK DATA \ / , 0 \ r / ® + G' AREA■ X619 SF / LF NO.I � �I rj 4 \ ® �� /+ O \ _ ♦ + IE-15.41 \ \ ( i i`� r• , O O MH 9.1 0 s' ` '♦ ' � o'` IE■19.41 � + � � ;1 r ( \� �,'/ .,12. i ,. ,Ab \0 �� Gs to FI 4el lC \ \ < �' .� / 7 ^f ) - °e V' \\ TH#3 RIM=L"0o M•eoo ® ,� 0 i \ ' Lo \ - GUT FILL NET ♦ 19.31 +/ \ `� 3 F b I ' °0.6 ^07° len oo 0 0 Iq 4.71 6' S'� �0 00 «/ O ' G \\ '`'/ �/ 0,,. \ ` i q.Io \ e / > TE EO \ 1k o o p ti•� e9-FI �' '� c ` ENTIRE SITE 12,142 GY5 2'7,688 GYS 15,54"1 GY5 FILL \ , + \ . ( +� - --_..i 01 / O d ey�a 6 / IE■482 18 HDP EP 1T e r \ ■b.00 ♦ 18 ° \_. / \ 0 ° 3 Aj `C ole \ o.400As pine room a mQ Fr \ h N ♦ •b 1 ,o + -_._�.. "•_ - / u9-F � \b \,, -� else �r � s.eo \ � �. � 9 •', _ 01 N / // R aAp 6.67 FFELc1050 '�.,.•„,, .y.,t1,, �m °a F s ..> o \ � .S' \ �Q «• \ / t > / '� �O « ^ Ry/ Y \+ a 8 HDPEP GB to •,. h ♦ 9 ` ® \ / / 1 �_ / +I .87 / //5.88 • d�0 St" �.� a � O` � O G / s e I RIM■ 4-FI .641 1 ,...•^, .' / 6�aye WE bA0 ♦ \ _ \ // '� TEPS B o0 1_• -. ( !• �'�o�oyy GEA \ / �� 10'►yyr". '' f \p 66P /,• IE■4.90 ..�.,_.. Off. t 4ti • \ e�-' � +L � 11 ,0009(' � � OB�I 4�FI °�a q •f• ,\ ./ 5�..r.•...• 00 ,,. � •_d •\ 4�7�' \ '♦ "•:� -(1' \ `. � } ._l"l\4 1 �.ppm $ S d1 , e O f. � �1r.�■a.o� � ` `"",q � !O'er ,,..r••"1 1•� \ p 'O•,� 0 \ \ `\'1• \ ♦ . � �e0 yi\ 1 J'-- �' -f / / F6.4o\ +' Lta� ar,a• ej :• •"" N.- IE `^e,e °f \ ♦♦ •�� \ V�a ;� ;�� r. -/ ✓/j LF No.11 \�fo �_ ' nTe A 1.0 00� LOO ® • "^,,,� , p \ '�' LFNO.I4 �A \ c ^sy -;j; _ 11 GB 9.1-FI \ 92-FI ///.l �\' Bq'118"HDPEP 0 T p eIODxS \/�^ y�.. ,.-..r.. 1 •pt•1e,� nst c�,ynom' ��g '✓ 10 c u O LF O \\\\\ \ ,' \\ `'♦ n >tt` b O p BOIODxq i�l�«9. •�1, /(�r 1 R1�q `\I I ■1158 / 1 O11A00A' 085 1 TRIB NO.II I Z " ' '" ! '+ \ 00� .+` °�. ,. `\ \\ \\ \ ♦ `� T-� +a r :10ay f/ ,+ ! E�g58 , i� 8.16 MI{ o AEA■13,214 sF I 1 + ' RIM I ` y1 T I \ NOTES ♦ \ I - / \6�% ! �._J f(i +sa f,\e�� s 1 �'`' JYt Op /i t� =3 T .,xe�B t`�_ r0orn� IE.4b ?i 1 \ �/IE■b r'O \ 1 r r•' ` �1 el p nF� INE b I� � �00Q .\0' 1 g �,V a nit i 'z� e�� ..+ rte; a+ �`+ 1 \ 1 �( ,,°' � ■8 SF `\ '�+. , \. '♦,♦ I - _ + \ / 0� Aare c•�1'cx � 10'II8IHDPEP/ ,�' - '11'.. L.X050 5. �^r o \ / p 1100% / FFE \ ; s1e aT ,, ,,o �O i 1 \ I. ALL EXISTING UPLAND IMPROVEMENTS TO BE REMOVED. \\\ ♦ I .O _ 1 r + .'LF No 0 O i.� / 4 aping r0orng ' I� �`°�e ^ ^�• i r- \` y 1 _ 2. REPAIR AND OR REPLACE EXISTING BULKHEAD IN KIND 4el b �1 / t \ / N I .,s q �1 _ - - � �.4 1 -� ^\\ v ti 9 ` \`�*�9 \ `�•` �',� \ q AP .. '�' s ,'' + o ` / �m s L \ n o`0 1 / r "= a 'uu� GAq�FI�r 1'QS 7 BL pR y iseloD 1 n 1 cy �i ^ „M a.,.. rr¢ 1 4 s6 i / \`\\' V AS NEEDED. ♦ ` P ( m 1 �' 1.3 °`H" `"1' lv �1N1N6 NAL H to r s45 ► N. 3. APPROXIMATE HIGH WATER MARK SHOWN HEREON 15 + RIA 1 ATE ->s , r 1�,q ! / ) P1` �drxls L d l',c 1. "e /Lc-5 8.1-F1 �,- _ rS1DFN v/� urgnt�, .� °A �� o n RIM■5.Bo , GE '^, BASED ON ELEVATIONS DETERMINED BY US AND UTILIZING A nrar r \�Y IE■995 \ I -FFEL=70, OOJ / \ \ SEA LEVEL RISE OF 0.0078 FEET PER YEAR TO ADJUST 1'5.23 / s 00 \ / \ p S5 i / _ 1 's 1 O I 1 .r \ \\ tJ1 'S � ` "♦ ` d \ O ' e � '�' �� , O,� , 0 1M .00 v••�.�'• �.' \ / \ __ Wb \ \ THE N.V.G. DATUM (M.S.L. Ig24). O + TRIO NO.Is ( d' -� -1 /- 1 i• h '' 1'1.95 I7.50�> \ � � ,' T+„! * '-' O ...� /°rt Q ' � o^''•' ,ter \ \ AREA■25,423 sF '0 / \ 4. PUBLICATIONS INDICATE THAT THE MEAN TIDE RANGE IS 'S� .ti/ `\;I,.O ♦,` . \ \ \ \ ' ) \ � \ / +.v 2.50 FEET AND THE MEAN TIDE LEVEL 15 1.25 FEET. TSI ♦ ? \ �\ B N0.2\ �i1 \•\ `•` 1 +:S \� .a `\ 14 © 4 2 ` 0 I 4\ / / EL=7 > dz♦ � `\ f ,A°\Q'- �°°N' \ +b.o9 5,1 \+ /J T 2 6 \\"/ ,'/ // /� // DR,4)NAGE DE51 GN ` ''\ - , / B r- a,. ` ,• � 14 + � 6 � �'•.`.\ �, J 6.08 CRITERIA 4 CALCULATIONS + 1 ti� / b s \ 6 o ��„_.•,.•-••-.T_. \ / /.�) 6. , / ` ), k\ i 4 . w �' ,.- „ 2.s3 2.12 \ / \ •' / / � s .l �.' � � 3 \ +iii •'�' 2.20 �, + 3 + / / / r\ 6.46 � \\� \ 6.78^3 19 �, �� Q> / �J ' `� '�l ` .\ / �., 82.71' 5.54 / i \ / / 1 V = ARG \�` \� ♦ 19 �j'Y O .I6 1 e"' \ c'' i'' 4 C6 .� 887 I6'48t _ / \ ' . p 1 \ � ° ` `, �. � / 'O / '` �u GB 12.1 �'" \ 3 / �'' 'Ma'y�"?I s��.Af, \ 'y + i A = AREA OF TRIBUTARY (5.F) /O a0 ` ♦ s° 2.7 \ o LF NcO.15 �L' / O�w • n �'• a F / \ `• �� + ° ge101DxT GGP \ • r �t '13 t IB N0.12B RIM■7 / 4 ,� ��. a4= �,\ Or�\ ' `\ \ // R = RAINFALL (FT) , 0C` 0� O� �`� '` ♦ \ / \ `iR�' \zi �' 9 �I )CJ \ IE•s \'d5 + \ LIMIT OF GING, \ \- / /L`j / r G = COEFFICIENT OF RUNOFF (� �I V t ` �'' 0` � '�� so a' 8/ L='7.00 �°i,� � \ '4 \ \\GLEARIN�� GROUND \ �0\ \''\ `'♦ / �° ` /O / I I `� / yQ Oo(ij�' \0 p(` +a" ;� 1 • ,6 3 b, j y ,p qb + \ 015TURBANGE / / \` \�)/ l(,rp 0'( �0 , r ►2 . c"y: u _110 If TRIBUTARY AREA '1 \ o N.♦ Is.29 ^� o o ,�► \/\ + + 36 0 o , ' ,0.7 EL=7�5o �'�s 1 (59) *> - (`p' t / 'y + \ 4 / / `� r �, o p, � ' / %�.. T\, + \\ f // 2.Oq // ENC'INECR'S GERT11=1GATION 4 GB 1.3 Jy(t`� \ \ `•, \ / MH 12 sa`% rye n tts�o t a � ,\,. , / \ +b(i2 RIM■q + `9 O m i RiM■ J J Q ,v N. y \ e / ` ♦ \ / \ IE■7.00� Y 9 1E■4bb 7.95 ! .(\ +_ 2 \0 �� O ,' . pY»E�7.10 ° 8l `(� '�\� 993 +-1.46 . \� / \ I / 9.42 REQUrRED VOLUME _ \ ` ♦'♦ / \• + \ / \ \ \ � C o F« / pP', (7.a) , b.,b \\ 1 / I ,� ,1 / / ,:v :2 481 S.F. x 2/12 x 0.40 - 1,832 G.F. \ \ 14 2 u \ \ TRIM,NOI a' =�•, / s.s2 Q� y i / \ � / Is �I \ \ / AREA-21,467 9F \ �' 4 ® . ° t d\ / i p�� t� �'- \ � \ d � s ,�;%4 l / .5l pj-� (11.4) ', i 1 / ` j \ ♦ 1 \RI ■10.26 \ /\ l3"••.,,. + .F' B. /j d' X ,-. PROVIDED VOLUME ( \�, 'O + I�•esb \ � `�' ° yp ° \ E GING FIELD NO.I \''Fs_.• �' � y ` s `\ ,/ �� s e � , �"� 1 /�°°�o' LF 1 �f ^ /bpg (Is2) p� rC�' '•.�\�� \ \ 1 +s.Iel / //�°dry �' // G} ti`~ ;' '�,;L, '\.=•� USE L A H \ ~O �:\ -� +' \� QL��\ \ r _ \ 9 + ` o` 9-• .,;� a° } / GB FI 7510 4 ��'/ /�., � D i'• \1!. x \ \ J % / ��'�'I�� O�. d/N s i" f,r•i ` ..`;f l � -� (7) 10 DIA. x 4 DEEP POOLS - 1,116 G.F . \ 9 \ - �,. O aZ• , "�-• f\\ •'\ 12.1 " / �1b\ ._, " cw�,p- ,d"'�••��" ��IT�Er'ut`L:iu� r wr ��dmr •` v, .""'�•.�,�;�■• 0 ,d� - �M1 °.App // o (II.7l nU,� \�1p_�i \,\ \ ^�� / ( / / ry 0(/� �// 't \ ♦ / 4.-1 \ rp r mr + mirr rtsr fE 5.00 ♦ ^C" Y 1 2v\ t -v- TRI BUTARY AREA 2 TRIBUTARY AREA �1 11 `"`10 o R+� 4\\ ^ ' r- �'" :b /o 6 // o (190) ' �0 gory \,\<'�' / 1 0 � 5.31 /+3.15 � / HOWARD N. YOUNG, N.Y.5. L.S. N0. 45893 \� 50 412 \ti 6A` Is . / ��/ + " �.��o% / �P ) \� �'. 0,�\�C. (69l `N 1 i 2.40 / THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 GB 41.2 41.3 y °'bq s m / _,yo 12.a ��( WETLANDS LINE AS DELINEATED BY / / DOUGLAS E. ADAMS N.Y.5. P.E. No. &C - 1C, 052.542.4 25 \ TD 16.1 ' , / ,, v�'- (12A) p�p4- $L , / ./ , II'' ♦ 6'I \(RIM■925 `�'• ��e.* /" ' ( '� q k COASTAL ENVIRONME TAL d LOGATEIP BY REQUIRED VOLUME REQUIRED VOLUME dp `.\ `•� \;E•72Ap 5 �•4;'i$. �\ +° / '�, 7.47 'R �. �p � ° 3 ps.q) �b 12.7 I 1 651 I i \ ry ( l �� YOUNG d YOUNG ON 826/03 / 2 - 2 12 x 0.40 = 1 32 G.F. 26 47 S.F. x 2/12 x 0.40 = 1,750 G.F. ` \ ` 'o,\ \ 5 ' 9) '' '; • 0 i / / 18,48 5.F-. x / ,2 ,2 \ ♦ -6 5 1 \ / L N� « ► A + B �/ If I / / PROVIDED VOLUME PROVIDED VOLUME \ 10 "�• I Q' " '", "° qNZ. "/ , �F ,=11.00 +s2 �' s ; ¢� ps.4) ,p 1 ra ' �•\, M• � + \ 'lA2 •♦♦ 7.66 � � � �`1.,,�, � � (II.-1) �� ry /B+•`�q / / !! ' // r\/ +9,01 // USE LEACHING FIELD NO.2 USE LEACHING FIE' D NOA \ 1.•+ NZ. �, • "1.43 \ b.q2 \ `� \ (132) tlF rY/�r/ x8.96 / /! ' / 3.bq / I (4) lo' DIA. x 5' DEEP POOLS = 1,368 G.F (6) 10' DIA. x 5' DEEP POOLS = 2,053 G.F ,,.y`� \ + M•Bso q.75� e + .�• Q 6.50 0 10 POOL y 21 �°�' \ (u of LIMIT OF ';(q b) / T.0�\ / ( / &Z/ I ( \ � 8.25 EL=11.Oo \ ` 7.01 "�"-- _ tic \ n1.7 DREDGING !/r ! / ,3- / k�n� SURVEYOR'S CERTIFICATION TRIBUTARY AREA 3 TRIBUTARY AREA 10 „ , \'\ �'. 020 + 5O IB 9199 SF '`� ♦t �; + _______-- Q \ \ ♦ t n\ \ (12.1) /� J? �o-- ------------------ --- - - �/ 5.88 / 01 / �C� ly Obi 0.1 `•.( ♦f♦51 6.-10\ ♦+ a\. 7.37 20 E , Q \ \ "�{1 �, PO / 4.04 GB 3.1 4 3.2 GE3 10.3, 10.4, 10.6 ( ♦ `F,q + c 80 "0 r5 7.04 s (bs) / 34 �■' L; •...�/, ` ` \' + �`st _ _ ` (111.0) +I bq REQUIRED VOLUME REQUIRED VOLUME 0.33\ �, ( 8`(O \ s2 +I.Sq +ISO ` \ i ry � �i '.\ -w-W ♦ ! 6 4.016 12.7) +1.62 32,843 S.F. x 2/12 x 0.30 = 1,642 G.F. 44,613 S.F. x 2/12 x 0.40 = 2,1'74 G.F. Bs9 \ 8.50 ♦ \ �- - l Iq • / 5.0, / ,t�(, W .1 \ •♦ .00 + � O `q♦ �'�.,• + �• ' � �� .�y\ b 6.3 Q 1.(74+1.60+.72�� \ �/ / ��-` YC��••� � N e� � � p�j�'� PROVIDED VOLUME PROVIDED VOLUME 1.qq "p\� ` +`� +J o , o° �, M F \ (419) 4 �p +I.q3 +3.5h \ // 2.60 // •C ` ` b.b� (14.4) �1i; +2.08 / �. �J� �'c O •r' �' USE LEACHING FIELD NO.3 USE LEACHING FIELD NO.10 d }b=e kf+ �'� M .t3 ,o d o r r + - \ 4.00 • _ ,. 7 ,4 2.00+ ` / h^ 05 � MASONRY PATIO �' a' � C)F q +9,19 � . ♦ *, +�. «' 0 +Lq5 +3.451.9.62 + / r � � (4) 10 DIA. x 6 DEEP POOLS = 1,642 C,F (1) 10 DIA. x 5 DEEP POOLS - 3,080 G.F 013 ♦ \ `� o , ♦ b'6 0 0 \ 6.63 EL-11.00 /- \ (a 8) (125) 393 \ �/ / �` y � o M d + / . \ (8.0)� O �, .28 ,. ` 6.83 / / +a17 i/ HOWARD W. YOUNG, 1 L.S. 4589 rC \ ••\ •, 6.9 \, � ,, \. (URAINA6E � ,s.'�• Sy 6. (/� � 6.58 2.01 +3.20+32`� Y (� � � V1 TRIBUTARY AREA 4 TRIBUTARY AREA II Qp 1 O LF I6 z y0 O �` BYOTHERs) ° Q O "� q \ �''0 (10.01 r b.11 0 2.2�f0t2.7b+3.8 / / f •�� nJ `/ "� �. d GB 4.4 4.5 4.6 4.7 GB 11.3 + 11.4 '`., 185 ODx4 6 /� ay + s '� \ / R' 9.65 / / �- p • "P, (41.4) 4.6 I.q4+'�, 3.2 4.05 / / / V� � C\j �1 N « « ' `\ \'\ `'� ••' @ ° �'"� o ° � � / 1 \ �VO�'C�'� � 5 6- ,°cy+2.1 � j\'a\'\3 24 6.85 / / / Z,- o w F'•C REQUIRED VOLUME REQUIRED VOLUME • c \ (B' \y^ ��- 6. y 9;%�* 50- f/,'' / 0)v \ '` ` o / / a °�.* y - \ / / ' +O e4�' 2 a� + //' v/ 263 / 41,332 5.F. x 2/12 x 0.40 = 2,'155 G.F. 13,214 S.F. x 2/12 x 0.30 = 661 G.F. AQ TH \ "f �j % c ' \ ''\ �., + \ # .; S k r�e4 4\� ' 6.16 ' 9.03}0 06�n.05 2.0 /,/ � � 0 �• � 'Q'i 9s ' C \ 'b.q ♦ y LF N0.19A • 4 TRIG N0.18 6. 09 , 2. 9 ` 1.72 ! �� •n0 rl• d V ai,�w PROVIDED VOLUME PROVIDED VOLUME r' / ` + 169-FIG 8'3 .� ueloDxs ` � r � @ O �'\, �♦,�. R AREA.28�75 SF g / 140+6O Q .40 USE LEACHING FIELD N0.4 USE LEACHING FIELD NO.II GG ,S j/ 9 '� ♦ \ ° I bb a- U �o p 54 r �/ 2.43 +IS4 , (6) 10' DIA. x 7' DEEP POOLS = 2,8'14 G.F (2) 10' DIA. x V DEEP POOLS = 680 G.F S �/y S O ` \ ♦♦ s.a1 + 6.2 ` �+ ,821 c CNS, p p pd \\\� s:s ,'N. �� "2'2 / D�° / a� S �7�• \ \ 7. - +1.42 1.30 / 2.97 M \ \ .00 MOTEL / n I. 2 O � TRIBUTARY AREA 5 TRIBUTARY AREA 12A � i2B ~ �� c ''��'� \ ••'' •.♦, SI •,, � � ° , � 3�ayy '�,� + / AREA TO BE DREDGED 9 s ` •, TRANSIENT , '� ♦ 5.qF' \,'"' / �� 033` 3S6 I.bb 4 / (APPROX. 2,500 G.Ya A GB 5.2 5.3 0512.1 .', tt 56 b / O '� '� \ ` ♦ + TRIB NO.17 ° ` , FFEL=10.08 ,/ /� - 1.42+ + :351 �•l 1j., \ ♦ 5.83' �� .'`1.� AREA■14,948 rrj�i' / Q 'L lOry)k / EXISTING_ EXISTING �, + s\ W-3 55 ! -0 0 BULKHEAD BULKHEAD TEST HOLE DATA REQUIRED VOLUME REQUIRED VOLUME S '�'j ` \ ♦ \ a. ^ \ �' /' / S� / NEW ROCK C \ '\ \ / / TOP EL. = 4.41 EXI5TING TOP EL. = 6.35 '723 S.F. x 2/12 x 0.40 = 8,248 G.F. �' ♦ 2 c �, PREFORMED BY McDONALD 6EosGIENGE ON 6/13/09 13,355 S.F. x 2/12 x 0.30 = 668 G.F. 123, O \ •� ° + ��17 �,`` ,� / /c4, / REVETMENT GRADE oQ'/, \ •\, ♦ .544 e�. 1r" x3 .. / `�j``� ,' / 3.85 � O, 2.60 ,� EL=4.50 ° PROVIDED VOLUME PROVIDED VOLUME \ e*<P '- �s�s` �' / <y / 5o't \b� ♦ + `^` O � � r'�e'C � / � / TH#I TH#2 TH#3 USE LEACHING FIELD N0,5 USE LEACHING FIELD NO.I2 (2) 10' DIA. x b' DEEP POOLS = 821 C.F (12) 10' DIA. x 5' DEEP POOLS = 4,105 G.F 6.45 ♦♦ \ �1 s 7s � � ,., • � pc� / 1+*4,4 G / Dt EXI5TING EL�6.33 O.O' EL■b.lq O.O' EL■6.67 O.O' LO N b.iq \ \ \ ♦, + �� ° { �� COd / BULKHEAD nr - _!!,,r �oAM�"e �oA 'a ionto a cCOo TRIBUTARY AREA I6 \ ^'' `� $ >»'� \��' �` r P � \ r- / TO BE REMOVED �,%/;:r/ r//,, �M=1:84 \\�\ SHELLS SHELLS SHELLS O I TRIBUTARY AREA 6 TRIBUTARY AREA 13 blb3 ♦ + c +y Q r ,p- ML' 10 6/, /// 2.0' WL-3.6q 2.5' 1.0' In ♦ �C \,\\.� )\� qj \ \�0' / `I" \ y� \ MEDIUM TO CLAY N I GB 6,2, 6,3, 6.4 4 6.5 GB 13.1 TD 16.1, 16.2 GB 16.3 y^ 6.o s. ♦ \ GB , \I ^� s�,��, / \/ \ '� 1 i \ \DREDGE TO EL=-4.00)\\ \ \\// WL=3.03 FINE SAND 3.3' SAND SILT X ED I ♦ 4.08 r- \ 17.'kF1 > k`'r� I I //\// r . r r .( . . //// // MEDIUM TO B.o wL=Lo, RIMS4 '� 8. �i ,{ , x� , 1 L I (��' /\/\/\/\/\/\/\/\/\/\/\/\� /\ FINE SAND BROWN 56' /•1 } c0 \ r \� (J r\ \ \\\ \\ \ \ \ \\,\\ '\ \ \\, 4.0 BROWN REQUIRED VOLUME ` ♦ \ 1E' �"�'` / �' \ O \/\ \/ /,\/\/\/r i,\i� ' REQUIRED VOLUME REQUIRED VOLUME p\�C` \ 7,�'o x� b ' ,(�> '� \ -� /�//` /i\/� ORGANIC, � SILT 3 21,133 S.F. x 2/12 x 1.00 = 4,856 G.F. 2' 4.64. ` <� C b I /}� \\ // Q� \ CLAY 50, 10.0' SILTY 6.0 O Z 2x,016 S.F. x 2/12 x 0.30 = 1,451 G.F. 20,551 S.F. x 2/12 x 1.00 = 3,425 G.F. �,�\ '\ ♦ 4 \ �. X7.40 , b , AW \ s1Lrr SILTY SAND > X ` 'Y\.\ ♦.` + \\ / \ SAND ,.O' SAND PROVIDED I DED VOLUME + \ '� / . / '� �. PROVIDED VOLUME PROVIDED VOLUME �fi ♦ f, Q , USE LEACHING FIELD NO.6 USE LEACHING FIELD NO.13 USE LEACHING FIELD NO.I6 �,y ♦ �' 1725 \h�,, o, / \ / d \(1.61 o SECTION B-B 15.0' .. c ' POOLS = 1711 OF A 1' DEEP FOOLS = 3 15 G.F (18) 10' DIA. x 4' DEEP POOLS = 4,126 G.F '� \ `.\ �,` S+ \Q /' `'�5,\/ � / �U U' i MEDIUM TO COARSE FINE To -��, (5) IO DIA. x 5 DEEP P L (b) IO D1 . X ,6 N. , q� 7\ C 4.10 REMAINS OF I = 2O COARSE �y \ \ ♦ • '' \ fir / v J A\ (2.0)i BULKHEAD aELOW MLNI FINE SAND SAND SAND f �j W/10% 4.37 v\ �' 35 I 7. G 0�, 64 r 'r i 7.(�1. ° `�� / �C' +' I (TO BE REMOVED) GRAVEL bTRIBUTARY AREA 17 \ '. \ ♦'�, TRIS Nllr.18 6. o 17.0 21.0' I7.o M TRIBUTARY AREA 7 TRIBUTARY AREA 14 \ \ 450 AREA■h,\q sr- �-� ow. °'.96+ �, ° ;�6 \ °� / lP (1.21 d\\ °s♦ C� GB -1.1 4 -1.2 GB 14.1 4 14.2 GB 1'1.1 \ . b.ql O 2, / ♦ TH#4 TH#5 .45 7.40 \+ ,�1 fid\ 3 18.1 , 6 35 O ^ LF NO.IgB/ �/ / ` G/\ ♦ EL-175, 0.O' EL=1.14 0.0' N REQUIRED VOLUME _ \ S. \ o ,y 5elopx8' �,• \� �j� SANDY LOAM �n REQUIRED VOLUME REQUIRED VOLUME 5• RIM qts \ / v \ ° SILT LOAM 14,148 S.F. x 2/12 x OAO - 2,2.42 G.F. ` �• IE• s '�, 2 00 y ,' G (3s1 4,125 S.F. x 2/12 x 0.75 = 616 G.F. 27,313 S.F. x 2/12 x 1.00 = 4,552 G.F. \\�.� 7 `�35 0 o '<, / \ ♦a FINE TO 15' FINE o.s ,.I.� NN, v / \ �4` COARSE TO PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME TRIBUTARY AREA 111 \ ` 9�, )CB 18 -� O �.00 a2 + 8 / G SAND MEDIUM o USE LEACHING FIELD N0.7 USE LEACHING FIELD N0.14 USE LEACHING FIELD N0.17 `t; S4' RI 625 o j LF I8 / (1.51 ]7C71N a ry IORs SAND (4) 10' 171A. x 2.3' DEEP POOLS = 621 G.F (8) 10' DIA. x 1' DEEP POOLS = 4,126 G.F (11) 10' DIA. x 3' DEEP POOLS = 2,258 G.F TRANSIENT MOTEL (ROOF) �� •42s \ fool rix9/7'40 / r LIMIT OFD `a GRAVEL HL-2.64 4S' N •`4 \ �� X. .O \ .® ° .OB � 3 / 22 t 36 t (4.0 C% FINE FINE TO ,.O' OR651G O �CLAY m i REQUIRED VOLUME \ � 4:O /' / MASONRY a. SANDE 7.0' ■ � 6 I RETAINING SANDY N TRIBUTARY AREA 8 TRIBUTARY AREA 15 TRIBUTARY AREA IS 25,575 S.F. x 2/12 x 1.00 = 4,7763 G.F. + d.8o / �5l WL=2.07 14.7' CLAY .{� L_ CLAYEY 8.0' \ � �-�:� �. �' 7 // TRANSIENT WALL o � GB 8.3 $ 8.4 0515.1 TD 18.1 $ GB 18.2 PROVIDED VOLUME \ \ \ a. ,� s` / MOTEL PATIO FINISHED ROOK FINE TO SAND V \ 45 GRADE n.o' USE LEACHING FIELD NO.11A \ r \ / FFEL=10.08 FFEL=10.08 REVETMENT 0/0) COARSE FINE To Z to ' REQUIRED VOLUME REQUIRED VOLUME REQUIRED VOLUME \ SAND (I I) 10 DIA. x 5 DEEP POOLS = 3,763 G.F \ + // 18,651 S.F. x 2/12 x 0.40 = 1,244 G.F. 25,423 S.F. x 2/12 x 1.00 = 4,237 G.F. 11,100 S.F. x 2/12 x 0.10 = 1,18:3 G.F. \ EL=7.08 (B.0) coARSE N SAND \ A ` �� // EL=4.50 17.0' 17.0' � o LO USE LEACHING FIELD NO,IcIB \ / 1 6� / - _ 6ARDINER5 BAY �1) PROVIDED VOLUME PROVIDED VOLUME PROVIDED VOLUME (5) 10' 121A. x 3' DEEP POOLS = 1,026 G.F `,� 8(p�00/! _ HWM=1.84 USE LEACHING FIELD NO.8 USE LEACHING FIELD NO.15 USE LEACHING FIELD NO.IB / - '= - - '-"-' -MLW=-0.66 DRAWING NO.: (5) 10' DIA. x 4' DEEP POOLS = 1,368 OF (1) 10' DIA. x 7' DEEP POOLS = 4,310 C.F (10) 10' DIA. x 3' DEEP POOLS = 2,053 O.F TOTAL PROVIDED = 4,781 G.F. 12 // SECTION A-A EXISTING v) / GRADE (10.6) 4 0 a t i 10 Q O 0 O N CN ENGINEER'S CERTIFICATION Cq CV OF Ns201 `. C. 10" DIA. X 28' PILE b'-0" D.G. WITH 5/4" CHAMFER :1. HOWARD W. YOUNG, N.Y.S. L•5. NO. 458 THOMAS G. WOLPERT, N.Y.S. P.E. NO. 614 67483- 8,-O„ DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 8081jo�� . VARIES 2"x10" DECKING 2" X 4" 18' X 6" X all 12"0 PILE DECKING TOP WALE b"xb" 5" X 8" J015T v FINISHED GRADE HWM = 1.84 SURVEYOR'S CERTIFICATION Z EL=5.50 E " B � z F. 5/4OLT o o 0 611x611 PILE STRAP _ __ ° r ' '{• ` 3" x 6" TdG SHEETING •��i � j iu MLW = -0.66 , / 211x811 ; �' ®" �P '0 - r' 2 DIA. ® EL-1.'10 + 0 a 4' STYROFOAM BATS. 4 ;, .h , .:' `•k,' '+ ' , ,'•,y' " r•ti'i.l'r } '' "r''''i+r 'f f %% _('o., C cI"x21"xC .',•y,y.,,•4 • ',, ' +'.I rf .,•., ' ,,,p•'+, r'1't• . ':n'• ' �,"' ••y,. ' ,V•• , ',1, �•�1.tS{ i '� E r,,i',' + r.', ,i'{'T31,�.•71E'f�dIJ ,� ti ;, fr. ,�;,•', I d i Q (� _j I211x4" STYROFOAM a �'�;. ;� i: y',, ,.�, :'i, ;;, _ 2 x10 DECKING SUPPORT ''•'" ';,,; .j. „ ,' r HWM 1.84 • '.'' „•;. •••, HOWARD W. YOUNG, N.Y.S. L.S. 458x3 � +','" '� �3 � o ,,,'� „ +„•,• ,• COUNTERSINK ALL LANDS \. HARDWARE AT FACE ` 4'-0" 2-5" X 12" PILE :r ;'�' OF PILE - CLAMPS `�' • '•.,, _ * J 6" x 8" WALE TIMBER FLOATING DOCK o W MLW = -0.66 W � PLAN Iv SCALE: (" = 3' ' „ 3/4" DIA. � 0 J 10" DIA. x 10' PILE 8" DIA. LAYLOGS T�t RNBYD12LDT ER m W r 1 FILTER •Q ( W 10" DIA. x 10' PILE FABRIC v z Z U o Q ° o V o I H W � C45 J O Q O 2"x4" BRACING j it J V) EXISTING PILE ° 2"x4" HANDRAIL BULKHEAD I$ BOARDWALK w Z "' = 0 `_ 02 0 I " NTS 3/4" EYE BOLTS 2-5/8" BOLTS EACH POST 41-0" o ZQQ _ z ° Z Q U �-- EXISTING GRADE EL=5.50 0 HIGH WATER VARIES ____= OPTIONAL RAILING SEE DETAIL Q - Q. 0 o MIN, 24" BENTONITE ENHANCED SOIL ----_= _ U Q / n O r n TIl 6"CAST STONE COPING O `,/ v = O ° 0 12"40 PILE (PERMEABILITY, K= I x I 0 SCM/SEC) ___-_- I I �* „ 0 "x4" POST 11 12 4 •Y• 6" 6" 2x8II O 0 2"x10" DECKING IRRIGATION POND 3 1_0 0 0� (y) HWM 1.84 :-_.��.��- COMPACTED 501E � � � EXISTING BULKEAD RAMP WHEELS ° ® 2"x8" GAP - LOW WATER VARIES 2„ I N o C7 O 00 211x8" u l I I l u u I I 4 PIPE PENETRATION a - Q •1 ' - 5/4" BOLTS - 111x4" SPACERS ___=-__ __==_ I=T i v> m V, 01 -- 6"x6■ _ _ - - __ -__:____ -________-=s rsl 1 FINISHED GRADE `; • ': . r lA \.I MLW 0.66 BOTTOM -----------------------___ __ ___ ___ _— 4:I SAND/BENTONITE MIXTURE OR PURE BENTONITE v (LEVEL) \� ' ' •' w LU � 3 Z� - \//\ :,./\/\/\ F- 0 Q a o0 `/ BRICK OR STONE ti -- —tii, T =r1 n l—=TIT C ' ;• AS SELECTED Q EiACKF'I LL WITH //\\ ,% ,; BY OWNER N O II 11 1 " " „ , / / CLEAN DANK RUN / �. , 2"DIA. 2 x4 STYROFOAM (APPROX. 520 C.Y.) 12"� l0 clx21 x18 SUPPORTS 3/4 BOLTS PILE STRAP /\ \i SAND � GRAVEL \ O . J o PILE STRAP STYROFOAM � � \ WEEP HOLE �' W 1 . "0"_MAX, 5=18" \ Q POND LINER 0 \//\\//\\//\\//\\� \ • +• FINISHED GRADE U EXISTING GRADE VARIES NTS LW OAJc 3 CRUSHED STONE / • ' ' M ELEVATION / SHORT = TIMBER FLOAT 4 GANGWAY DOWEL u? DOWEL > SGALEt I11 - 3I GAP STONES _ 5 TO 6 TON EACH �\ 4. ,,r L e FINISHED t GRADE � EXISTING •'' , „ •I.a• • " • M iv BULKHEAD I EL=4.50 L6 Al ° :'. a ' ' •' ash TO BE REMOVED ;• ' , •' d .: 'CONCRETE SURROUND TOE STONES I 3" 6"REINFORCED 4 TO 6 TON EACH 1, SEE NOTE 2 _1 8 EXPANSION JOINT HWM = 1.84 EXISTING GRADE . TRENCH DRAIN SLOTTED CAST IRON RAIL AND GRATE AS MANUFACTURED 13Y •''" AGO POLYMER PRODUCTS,INC., • OR APPROVED EQUAL _ /N NOTE CONCRETE RETAINING WALL z ",•• i': ,+. ; IT�=r " T-- * FINISHED SURFACE OF RETAINING WALLS MAY BE h' C w 0 D L. P M L. 6 MIN. 6 MIN. - -1 . . , , f -iL CONCRETE FORMLINER PATTERN OR MASONRY VENEER AS SIZE SHORT ❑® }'• ;•:,.w�' �'' - SPACING DOWELS N _ . 1 `: '" ' M FINISHED% ry DIRECTED BY OWNER. ❑0IiiT!' 1 -IP' 1k�' I•,191 GrRADE —J 3' 1'-0" 2'-8" //4 18" NONE #4 ® 18" 4-#4 /{4 ® 18" NONE �/4 ® 12" E�❑M NOTES: • CONCRETE SHALL BE fe = 4,000 PSI AIR ENTRAINED. I. A minimum concrete strength of 4000 PSI Is required. k 4' 1'-7" S-3" #4 018" NONE #4 018" 4-#4 #4 0 18" NONE #4 0 12" The concrete shall be vibrated to eliminate air pockc:s. • ALL CONCRETE WORK SHALL CONFORM TO ACI 5' 2'-2" V-10" #4 0 18" NONE #4 0 18" 4-#4 #4 0 18" NON 2.The finished level of the concrete surround must be SPECIFICATION 301 - LATEST EDITION GROUNDFWATER(EL=1.0'1) approx. 1/8"above the top of the channel edge. AREA TO BE 6' 2'-5" 4'-4" #4 0 18" NONE #4 0 18" 4-#4 #4 0 18" NONE S.Refer to ACOS latest Installation instru(;flo ss for BLANKET 5TONE5 complete details. DREDGED 5 TC 15 LBS. (APPROX. a5O G.Y) SANITARY LEACHING POOL GROUND WATER SEPARATION TRENCH DRAIN ROCK REVETMENTS DETAIL - CONCRETE RETAINING WALL NTS NTS NTS NTS I t NOTE FOR LEACHING CATCH BA51N USE CAST IRON FRAME a GRATE CAMPBELL FOUNDRY, PAT. NO. 540'7 OR APPROVED EQUAL. C.) o� NEW ASPHALT PAVEMENT C`� o CONCRETE TO BE 4000 P.S.I. AT 28C) a FINISHED GRADE o.50' FINISHED GRADE O� W Ga DAYS. PROVIDE EXPANSION JOINTS 4.00' ^ y 20'-0" O.G. WITH 1/2"BITUMINOUS JOINTS. 2.00' 1. TOP OF GRAVELPAVE s TO BE 10 •N "' '• LEVEL WITH ADJACENT SOIL O WQ M R1 O ELEVATION TO CONTAIN GRAVEL 2 i• 000000 O GRAVEL GEO-GRID PATH O 9 v - /%/%/%/ /%�/// / /%� //�/�/�/�/�/�/� APPROVED EOUA„RES, INC. OR N �_a� ODD00000 't3 iib � � � � � � � " 00000000 CAST IRON FRAME a i ,; , / / // / / / / e ,, . +ti.. ,; ;s' 1/8 SCREENED 00000000 •r• GRATE CAMPBELL • ' .� , .�� , o,� tq Q, 4 SAND h FOUNDRY PAT.NO. i + ' 000(]0000 3407 OR APPROVED 4 .� 00000000 QO000OO •,`,• EQUAL. _ -I I—III—III o 0 0 0 0 d M K,�1 D D ° •o.G�' ISI(IIl I—I 0 0 0 0 0 0 0 o a I o000000 o al� 6 II 111=111-I e "I ., � 1 4 CONCRETE SIDEWALK p •� � O1,r; • ,'.; 1 *: 0.67 1-;111 '�,— _ _ O � "d o csj f 6"x 6" WIRE MESH REINFORCEMENT I—I e � STABILIZED SOIL BASE FINISHED 6RA4" x 2'-8" CONCRETE COVER SHALL O-e. 2-2 2 BE SET 1'-0" MIN. BELOW FINISHED FILTER FABRIC o GROUT AROUND GRADE CONCRETE BASE lti A ENTIRE PI i M +' t• '' :,'.•' �:: �''R+ FLUSH CURB CONCRETE HEADER WITH SIDEWALK DETAIL CAST IRON FRAME a (5EO-GRID PATH PRECAST SOLID WALL FINISHED GRATE CAMPBELL DRAINAGE PIPE RING A5 MFG. BY GRADE FOUNDRY,PAT.NO. NITS NTS NTS 940'1 OR APPROVED 0)CARL50N PRECAST EQUAL. OR APPROVED EQUAL. O L c co r- in o J . N m ~' ,. 4000 PSI PRECAST 14'-0" PRECAST STORM •,1,1 o_ CONCRETE BOX M MFG. TOP OF GRASBPAVE TO BE l DRAIN RINGS AS � DRAINAGE PIPE � BY SUFFOLK GEMENT OR 2 LEVEL WITH ADJACENT 501L O z MFG. BY CARL50N APPROVED EQUAL. 3 PRECAST OR _8. GR:ASSPAVE GEO-GRID PATH f e4 APPROVED EQUAL. ELEVATION. INVISIBLE STRUCTURES, INC. OR PRECAST REINFORCED APPROVED EQUAL 21 DOD 2'-0' CONCRETE AB W/SUMP 1-1/211 WEARING COURSE TOP SOIL a SEED O �j o ®❑® �'-2° 2-I/2" BINDER COURSE E ��'��'� 5" TOPSOIL a SEED I a - 4* M t GROUND WATER f -101011— A' a d• • d '`� a _' 6" RECYCLED CONCRETE BASE 6" RECYCLED CONCRETE BASE 1010u a 1 -!L -Int-TII-1-II-11-II=II -"'-III-1 I I I I 1=1 11=1 11=1 I-1 I I- III- NOT 111=III—I I1=1 I f—iTf III — 6" STABILIZED SOIL BASE III-1�f-111-1�f—II—ISI— — 11 1=1 I I— 11=1 I I-1 11=1 I I III-1 I -1 I I-1 I _I 11=11 I-1 I I-" 6 STABILIZED SOIL BASE = LEACHING POOL WITH CONCRETE COVER — — — � I. WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF 9-O . — — — — — V O. = LEACHING POOL WITH CAST IRON FRAME a COVER 2. DEPTHS GREATER THAN 9'-O" SHALL HAVE WIRE FABRIC 0—� 1—� FILTER FABRIC o b" RECYCLED CONCRETE REINFORCEMENT 9"x12", I AND 2 MIN. VERTICAL WIRES - a� n 12" 0.0.11/211 MIN. COYER. O a CONCRETE BASE � 0 ■ � 3. STEPS REQUIRED WHEN DEPTH EXCEEDS 'f'-O". N STORM WATER LEACHING POOL/ -� L � LEACHING GATGH BA51 N FLUSH INLET CATCH BAST N (NO BLAB) ASPHALT PAVEMENT SECTION STABILIZED GRA55 PAVEMENT 5E-,TION ON CGEO-GRID GRA55 PAVERS FOR EMERGENCY ACGE55 U 0 U ZN NTS NTS NT5 NTS NTS N I m 0 LO 1' 1 O LO i DRAWING NO.: m I } 1a•� _ m I ! 0 0 0 L4ND50APE ARCHITECTS CERTIFICATION c ` \ N N DVVt A LOCATION MAP ,� // °tom t SCALE: I"=600' 0C h / /\ 9j sF O.ti , \ a .-�}!. SG RONALD E. PFUHL, N.Y.S. L. . NO. 144'1 �qr°• 00 hq1 ¢�• 6/• F0F NEW"B / �• / � G '>p s, `\ G \ ;.. °�K ° =/ `� / �. \\ � g�, u 4A �'�O p plc \ \\ IAP V ?��l/(l�l//(r Q , C r1vQ •{��i _ `\ / sF' C \ S j c �'� / \ r/i•�1'� ({r (f/r1v' f��(/?j1 r 'r/ \ \ _ `` ` , ' i + — — 47 \ I p C O _ &EA \ 9.ti \ � \ � z p` E ' fl l J I \ � ++ o �`- o U 6 Otal / /i/ GEAi 10r \`\ 9 \ ,�\ O Z ell 5 VOOmg1 \ } < �S' \ \ \ ,' x r ,0 —1J \�\�\�\oD �, '' F \\ \\\ \�yY' ` gleOP d9 r \ ° m v O , /Y' ryIlk � Lu \.J 142 01, Nx Q � Q <'' ,' `\ ,%'`' � ` \ ♦`'♦ -- I �' O` .J F— O `s6n • { 1 \\,4',/,, B \ a-.N,,''' p~� \ \ ` `\ \ ♦♦ y\b� �r'r; ' / ,' \ �° / �`'Y� ,,' \ \ \ ,"1 2-N5 / y ` 1 /,, \`\ ,'' Yq �'ti \ ♦♦ c� CL LU eP w J Z loo, 1 <\ s \ CL Q Q O cl PA ! \ / + + ` \, ( /.� o OND + o `\\\ �A G s� a to z Q Q O Lij (L °\ �wr00 \ // �, e" tn o + `� 'O < Q o o = O + elf , ` � � // '' + ( gl0pins rOOmg r \\ / \\ ` ` 0 N O 00 (T p , \ C ® \ u 1 0 Q `` m / 6EA \\ \ �0� �� • O ,/ , I // 4 q-Ps ,�GQ, \ vUi pI O r , 2 y, \\\ \\ Q \ `♦♦ \\ ` r�� a.IJ '' ' r / 4)R� ' 0�a 0 n9'roomg / O \ LJ < U } \ ♦ \ O V / \� x / 9�0 p a3i 0 \ PZ ------------- 66P oOo + \ ♦♦♦ \\ LAM ;`� /? ,-G,1 / I q `\ a-Jv 41,5�b p,, �p _ \ ♦ `\ INS $ fi / \g 1k + 3 UNITO `\ ♦♦ + \ \ / / `'"'�' ~ c� / bGa° \� slooping rOOmg �fi, ♦'♦ \\ I-NS i 21-TP // ma // \ 66P / 6EA ♦ \b 5-TP 2-NS Ott \ \ \ ♦'♦. I \\ \e I 5--TF/ Nl,Troomg + 0o?\��i \ \ • ,' \\, ♦'♦ + / i '� i so-Pfl ,;� gl "�eap� 18 s 9\ _, \\ a-Ps �\ ♦♦ e-ac \ l \ I� slew CJI \'\ ♦ N / b Ib o? E'I^9 rooms t� ♦ \ L' r• / m �gV SNS T `"a'�`�. _ - ----__ Q O \ �, ♦ `\ GApEIEN 1'QOTEL pR b r �, � •♦ ,,, / to� � / '� TFR�_�� 1 Ate_ ••�, ►"1A A 1 TE ° p_ NAGER- r / LEGEND �� \ ♦'♦ \ \y, / I-NS ,� �,�� :r�� \ m / W/� / �{ oU° (prlvQ},a re�Q�,a CALL ;no,� � / r R i9O•r , , ` ` '" W '" ANNEX r Y 4 \ c( + = EXISTIN6 TREES TO REMAIN 9��sp~/ \\. ♦•♦ \\ \�4 q-Ps \ I I ' ! \ _� / c vu loll All \(\ 0�'4 \ ''\ ♦ \ \ 13 l/'G // ,,�' '�,6 •�t'e "s'►'le'4r,"e ��, / / \ / / , 4 k/ - JAPANESE PLANTit16S Y OTHERS) COP \ d°1 \ \ ♦ \ �� . \ � trio►� 87� � \ F � � � �0 (` g (\ w ` \ / .y \� \ LIMIT OF GRAVING, ''()° '4 !i° (\�t��\ \'\ ♦ y \\ / R��pc�^ s PON �'\� ,far `•\, 44 / \ CLEARING 4 GROUND ' Ply 0� �(\0 (�° , \ \ ♦'♦ \ / ' '� �e �7 \ / `\ DISTURBANCE �\�\ CLUSTER s�0� w\�j \ ♦. / 6° \\/ / pi,�9/�, I / a .E Q \ / °/ 2 q no I �l•44'ba DOLPHIN '♦� \ , / / �` / �° �( / \•• o/ °♦ �Y \ / / POND/ is 2) CLUSTER " PLANT SCHEDULE v° �\ ___-`_ "1.46 "7 00 Jrry TREES I O ME SIZE ROOT \ ( \ ,♦ + / \\ + /b , (19 2) 1 • ire�\ •`� \\ \\ I / / /10Q°l / \ ` QTY SYMBO.- BOTANICAL NAME COMM N NA \Fs ♦ \ 2-ks u, / q AG AME.ANCHIER CANAVEN515 SERIGEBERRY 8'-101 HT. 845 \ \ ` / / v/ / 9 W. OSPREY NEST / � O=v / 26 NS hYSSA SYLVATICA SOUR" 25'-5'GAL. 1348 \'•\ II \ \ // / t $ 119.0) (ow r07. 21 Qc QUERCUS GOGGINEA SCARLET oAIG 25'-B•cAL. B4B y \ ,'� / `\ i ) (12A) �QL '\SCO $ 1��/ WETLAND5 LINE AS DIiLINEATED BY 1 � / v / 2 SJ SOPHORA JAPONICA REGENT' RE6ENT SGHOLORTREE 25"-9'GAL. B48 \ "_ . � '\ ♦'., �\ � + � '� ng•v ,�; M� % l; YOUNG 4 YOUNG ON COASTAL 826/03 LOGATEI� BY 12 SN SALIX NIDAE GOLDEN WEEPING WILLOW 25 9 GAL. BIB \ AP LL °°�',ll.00 00 h- I I/ i I EVERGREENS \�qs•\, ��+ \ / _L >;pE►- \ 'Q � � A / / i 1 L \ as.2) i X/1/ I QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT i� ''\ ♦ + / \\ POOL (II.o) / / / I / 3- IB GCS GEDRUS DEovARA DEODARA CEDAR b'-8'HT. BIB ; \`\'\ ♦` + / \ t EL=11.00 - tic \ -------- 1 �/ 05 GJ GRYPTOMERIA JAPONICA .JAPANESE GRYPTOMERIA b'-8'HT. 1348 \ \\!, ♦♦♦ / �+ \\ -NS _L /,YQ \` \ �YpA 6 $'�' 00 (65) - \ --- // 4 `�`' � 00 JV .LNIPE"VIR&INIANA EASTERN RED CEDAR b'-8'HT. 048 \\\�� ♦•♦ O 9 `\ \\�y, ) \ ('15) \ / /1 / I O ♦ \ rf 150-NN 'IlY ln.o) +I/'+1.54 158 / I �► W U 9 ,3 PA PIGEA ABIES NORWAY SPRUCE b'-0'HT. 548 \ \ L 199-NN _ + /� w �•\ '♦ 1 oq PS PIN15 STROBUS EASTERN WHITE PINE S GAL. GOVT. ` i- la ^ .Its .a OOi ' d \ ♦ \ .L 1.64+ 112 ^ N N \ \ / \\ I (9A) +1.45 // / o)54 co o rL A.,o /' 114.4) v% ++9.Iq+B.5'F` 0 'Zj •r+ C� t3 46 TP THUJA PLIGATA WESTERN ARBORVITAE b'-8'HT. 1348 f ` \' ♦ 100-A& ,� \/ ♦•♦ \ L L L L MASONRY PATIO +I.qS 2.00+ +3.4513.62 + / / Q,' O yJ i• v y \ ♦ \ EL=11.00 (125)!4 8) / 3.33 \ /�/ / / 3• / I�I °� d 5HRUB5 \ \ ♦,♦ �`a�` // ' GoE- / se +5.20+5 24� \ / / / i 4) ! / o) I O�w \ (8.0) 2.0N V40-1.° 2 2s ° r \' \ ♦ (lo.o) /0. 236.2+54.50- QTY SYMBOL BOTANICAL NAME COMMON NAME IZO , - 5 j% 1Q /♦ N iC' QI 0 1,5 A6 ABELIA 6RANDFLORA 6L055Y ABELIA 3 GAL. CONT. \ \ ♦ /' \ °c°° / ' + \ .\ ♦ + \ °�u` Ir / \ �\�� / / OQOpOpp �� °6j+2.1OgS� �` 92 t / // ryry //I '� w ^ r CO 40 GA COTONEA5TER APIGULATA CRANBERRY COTONEA5TER 9 GAL. CONT. - \ \ ,♦'♦ ,•' + \\ \\ '�— ' � / 50 HS HIBISCUS SYRIAGUS ROSE OF SHARON 4'-5'HT. CONT. ° y O O O O O /J d . d 6� .r85` ° ,, \ \ AP .,00 ung )OUO OOOOOOklO00Up 3.03n°Q ,r N ^ ^ �i� d 154 MP MYRICA PENSYLVANIGA NORTHERN BAYBERRY 9'-4'HT. DONT. ♦ \ °°°° ° LAWN 0 O°AB�O O O C,O°O U r Q �1` `Y , / `� / U ° R,v ^, / ` + °DUu°u°v°° . 0°O ?O°O°a°O 2.29 O ♦ 'o°°°°Ro°c• \ a a a C:' a O 148+ ° .40 � � O � O �-• \ \ °o° °°° O O d si O O O 2.43 +1.54' ♦ U' N n 22 PG PRJNUS C15TENA PURPLE LEAF SAND CHERRY 9'-4'HT. DONT. G // \ a Rev v. O d a / G 'y / 9 q- \ \. ♦ + \ 0 \\\ / o o a a 0 MSs PM PRUNUS MARITINA BEACH PLUM s GAL. CONT. S O 9 p ` ` ♦, ` 2-NS A O 0 \�\ m O a°O°a°'�y O°C' +1.42 1.38 ^o - ,,� �i O1 Ib VT VIBURNUM TOMENTOSUM DOUBLEFILE VIBURNUM 9'-4'FT. DONT. � � � �S \ ♦ \ 8 // °°O 0NNS G o a° � �2.q, 4 O @ \ ♦. TRANSIENT a o c a o o r+ o Z•�� 2,q / lY, °f 'ti ''` c '� /G \ \ ( MOTEL 4000a°aOpOpn,�, M y ,tip�OO'plc',� \ \ \\ ''\, ♦♦♦ + \ �ooa°soaCONT. Jo WI6ELA FLORIDA OLDFASHIONED WEI6ELA 3 GAL. oa aoo0,0a6 � o 0(00 4j3 I. 1.42+bib/ \b.Dc\1 � cooB A / H A M PERENNIALS 4 VINES aC00 ; / QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE ROOT it{�r 3 .•, ♦ + \ °a o o° v o° t / O, �11, 'd \•\ \'♦ \ \ '- � / 'o amt p-"��Q�i o D C` � // �y / I I 55 M5 MISCANTHUS SINENSIS'6RAGILLIMUS' MAIDEN GRASS 3 GAL. CONT. G " \\ •' � !♦ + '�� o?trr�a�° (pa // -}..•O�a� (1.0) 04 j 168 NN NIPPONANTHEUM NIPPONIGUM MONTAUK DAISY 5 GAL. DONT. ,4' ! Ilk: co Iq, PH PENNISETUM ALOPEGUROIDES DWARF FOUNTAIN GRASS 9 GAL. GOVT. 1fP " \�,�!' \ '\ ♦ \ \ AP p, °O n CJ 19 Ci D L l / In c NOTE I AB AMMOI'HILA BREVILI6ULATA'GAPE MAY' GAPE AMERICAN BEAGM5RA55 I QT, GULM .) �.!s `�(r 4,/'', ,� ��' •♦ \\ \ \,\V,j. l ♦ � �°per a // i � co ) NOTE I.QUANTITY SHALL BE AT OWNERS REQUEST �j, N � yc • �`, S \ \ °`�j,.ua000aoa• o.. ! r t == 11' 3 ♦.` \ \ ,Cy a� \,,��ye a�a° // �1 i >- crJ I 4r \ �� \'\ ♦ �` ,' dam/ ) ``O! O (7XT O N� "C ./� \ "♦ '0�' ,, a`"O°O°C�O O O`. Ti� �S�\\\\ \ \ ♦♦,♦ + \` \ !`. / u3°a°o°°o�J°o° Z CLUSTER LL- 0anc000 ) ' 0- / e- e / /DEGIDUOUS TREE O c) o XQ 21 U O NOTES: .`/\!A r ti 1 \ ♦ ++ , / �' � "D°d°D°D°j O°C� / REMAINS OF O / / w \ \ ♦ O O O O O O o 7 C" v (2.0)♦ BULKHEAD BELOW MLA I �, �' a, O` / �� ♦ MOIVE O°D°O°O°a`)nl�l'D�C)`70°< `` REMOVE ALL PLASTIC 4 WIRE TAGS ��%`_ :,, ) I l� ,sr 1\. " EVERGREEN TREE \ \ ♦ �• \ �-./ ry`� / BE RE D) REMOVE ALL PLASTIC CORDS FROM , �.�. --- }• i, \ ♦ ` !, f! :� c o D, o o •Q M / \♦ ago TREE BALL, IF PRESENT � IMULCH TO BE KEPT AWAY FROM \ \\ ' \ I-Ns `J ` CIO V� ps) ♦ `1'- rTREE TRUNK ° 0 n o ° a o o ° oa IN GROUPINGS OF SHRUBS EXCAVATE °SHREDDED BARK MULCH ® 5DEPTH AND BACKFILL ENTIRE 5HRU5 D ' ♦�(s' N BED AREA /PREPARED BACKFILL 501L SUAGER TOP W/MULGH 0 .5 ) avy ♦ MIXTURES. ♦$ ri , U 5" DEEP SHREDDED BARK MULCH \ m \ \ IBJ x , JJ - - ';" ROOT BALL �i';,,�• •� SCARIFY ALL SIDES OF PLANT PIT \\�, 9 � 2-N5 \ �,;�,; ,'' .a // ♦ � 4 > ••, \ ,� �r�� ,�,w,• (151 ♦ I � PLANTING BACKFILL MIXTURE �� ,O- l :"ti %" : !^� // ♦, O Q - NOTES: ,o-MP r,� >s ,\ O REMOVE ALL PLASTIC AND WIRE TAGS. 14.1) BILI * �\ b� / �' 'f� / � • r1 c N J / DOLPHIN, \♦ m z CLUSTER' L. I ILL'. PLANTING BACKFILL MIXTURE `fl - - * REMOVE ALL NON-DEGOMPOSIBLE CORDS AND \ � ' �' ;•�,s' / j q:!• BURLAP FROM THE ROOT BALL, IF PRESENT. �' / 5) ! 4" _ - s• - - DO NOT EXCAVATE LOWER THAN \ jsy' ' 'i " // ? o uj * DO NOT GUT BURLAP FROM SIDES OF xv. yYr,? s:� Z cv ��.� yv / III- I I—III- IS IL DIA. BALL DEPTH. THE ROOT BALL. \ \ /\\, ;?{• / 1 �,.+ Z —�I. 11-1 T: BALL WA. X 2 \ \ + � ,,� Q cr, -III I I—I * SET TOP OF ROOT BALL I" ABOVE \ �" lelw I FINISHED GRADE. \ \/ .`A• `n TREE DETAIL ' ,�/�/ � rr.0 �-•• SHRUB DETAIL * REMOVE ALL ACCUMULATED SOIL E �(p // DRAWING NO.: NTS NTS MULCH FROM THE ROOT GROWN AREA. / * REMOVE ALL WIRE BASKETS FROM , / 0.6) / N ROOT BALL, IF PRESENT e J a I ZzLLi ZV) >-Qggj mw x d¢�Z ZL13 201- w L` ,9z U- 0_5~Lug �v0M6 > LIJp�QL- LLJrZj QZF-JO�LL_< cn��aU <0 app -ln ILLI �z ZLrra-ZW U)hNZ1=V200 g00^O =O�OQzw t_ �ww0LJ M a:Ld O�sW�ilW�oZoJ 17_?¢Q3 z_jUUQM¢WzMOUo STONE DR• 0 o 52 o 0 GILLETTE DRIVE Lot a . � Q N p --- O O Co z Q F__: 0 CL 0 O_ z R ZONE R40Fm = © W cc m O o � ° F M �z0 z 1 Lot 7 Lo 6 "�= ,- - r ;,•=�I,, : T, Lot 9 I Lot 8 'P�, o �; a ,; - ^✓ ` }`, s-`� `� Lot 10 W A/ Lot 5 Z `fes: '�'� ._.�.� �� ,�_ + + + + N W J W > 10 0 0.11 0.13 14 0.14 0.13 C.U1 0.10 0.03 0.07 0.06 = Q co on N Q NQ I , A GRA55 PAYERS LAND-BANK REQUIRED PARKING U GRA55 PAVERS _ '� o.,a 0.,s 0. 0.+1 o.+1 0+5 a.13 o.io a.o9 oor 03 o o PARKING 5PAGE FOR 3 RESIDENCES 5LIDING GATE @ ROCK ,JETTY ats oTo o, a+ o4l o.t9 t6 a.13 o.i, 009 n o m m - (SPEAKER 4 TOUGH PAD OPERATED) 871 rte+ r 022 aT5 029 O1B 02J 023 O 0 tt 0.13 0.11 f -1 - , , + + r , r f , t ' 1 \�`� • r • r . , . , • ! . , . �r_.i• • • r v_i1 • \ 1 02T • 0.55 ; 031 0+8 0• OTf 0.11 0.'d O,Ot 0.02 0.03 10.07 0.7 024 0.2d 0. 3T 0.20 0.23 .37 020 0.23 4. 0. �- 3 5.05 : =7fi 5 .53 0.39 1. 7 51 1. 9 57 0. 7 0. s 1.01 f.aa 1.39 0. a.3s o.31 028 022 o.t7 •� , 1 1 f ! ! f I , , Y • f •• • I f •f f 1 Y -' "'� - # r • • •♦ f • • '• • • f • � "� � } , } + • • " 0. .05 0,10 10. .51 3 t 5 8 1 5 1 0 2.48 1.78 2.5? 1• 2,49 t.79 258 1. 6 2.51 1.81 2.59 1. 277 254 278 0.84 ';5 075 2 326 3.1 3.18 1. 14 1 3.23 3,t4 3.18 1.7 + + + + + + + o.is 253 132 0.50 0.36 03t 0.26 0io r , I I • 1 , • e , I , , r • • 1 , r , 1 1 ♦ f • r f + * �' + :+ 4 +'. +'' ++_�! _ t--f-`-'+� _ - :{ ; } } 9' 1.4d 1. &B 0. 2.33 9 0A0 0.36 0.30 014 0. 0.10 1 a 3,57 3.4�j1 3,39 2 9 2O 6 3,38 3.3 3.35 2 7 .19 6 3.38 _ F82 ___5:44 _.98'. 1.56' ,6 38__fi t8-540 - f 0 543'a14"- 4.12 •5.49. 5.29' t: 4,60'' 4. 2 67 4.57. 4. 9 + + « { {' + +. 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' :1 6- 01.07 ��`t�, \ FIRE / '� , 021 a. 214 22S 2 025 0.t9 O 3 I \ ' + 6±�2�' ' \ l OTO 0.43 212 3. 2� 1119 SO 024 RESIDENITAL 3.17 45• , i3' 024--1001 7b / � � HYDRANT BUFFER + ': +.. f I f / OTO 0.31 1.48 1.15 0.51 1.83 0.42 022 0.17 322 5112:. . .5 4,29`-0,07 / /, �� + + + + � FIRE- .09 IRE • �• 0.19 all •, 211 ti3 0. 032 Oil fs I ' 1 • 0.11 OTf 0,40 130 a44 023 kiB 0. .off DtN0,a6 HYDRANT � /(!�� a.15 0.,9 02d 0.31 0.45 0. 0+ 0� O.ifi 0.1 WOODBULKHEAD + + + D ' 0.12 0.,6 0.19 012 013 a12 OTO 0.17 0.13 0.10 I o.afi 14c o �, a a. 17C 4.38 -3.B9' .I8 0:0.05 �f 4.6 '445 0.11 J 4.39 4.42 Olt, 011- 0.05 r � .,..I.� d ` � �V � ro 0.14 M51 046 c \ ?y N39'04'57'W �' TIE bNE I ! 1 ♦ 1 13 iri 0.08 i / '\ + 11zu"' 1\40 E R 4 0 .60 �N .vp Vii. - \ 1 I. I WALKWAY AY DE 0 TAIL 1128 0.14 2 A a 1 13 .36 I 31 4.40 .93 •'�' I I 11 1 11 n LE• I 1m -0 8 3sa-PJ ,_� •, N I 56 -0 FLOAT K I I G DOG + + + + i i r O ri' I I r<, 4.6� .51• t. 63 1' N f�. r - PTION 8x100 O I SLIP (SLIP LP 6 b e ) 11 � - 1r - 1 +. :1 �N L- f\ I In I 1 n I I Ik Ills I I I Ili III , r I Inns 1 5t - iT" l I I _ ti - 65LIF 2 J :..� L SLIP 10 1- ( ) 2a a I W OD E - z 1\ 1 ;.t t rr`Y 1:. I r - 1 . PRIVATE A E MARINA ru f t; U KH I• L EAp f 4 2 .8 24 2. .4 .1. 1. m . 1 t :�. + E (SLIP 3) (SLIP I I) I I • � � 4 unnlunnnll nnuunl III{nil III I m nl l � �. 0.20 0.46 + +'• + + O B ` .� \ (SLIP 4) (SLIP 12) o AREA-60,381.86 S0. FT HEDGE ROWS * ` ''''' "' FLOATING DOCK ' 0.25 D 4 0.54 1 OR 13862 ACRES 1 1 1 1 � OPTION , T N x EO k , 8 f l - TO T[ E LIN '3' 3.88 t.0 0.37 2 .22 36 4.7, - 0. S IP � L SLIP 13 021 0• .1 :5.418''3.54 1. 0.26 A-7 •'""""'V'"' "'`"-�%`""' IIIIIIIIIIIIIIIflllll1111111 I Illllflllllllllllllllllll ZLANN '•rU (SLIP 6 (5L I P 14) 0.18 0.4 1'0 25 - NEW DOCK 6.0'W x 10.0'0 + 16 PILINGS L CART ♦1 1 (SLIP 7) (SLIP 15) 1,, v 15c RETAINING '1 PARKING 6 .04 0.11 4. �0: ''1:,6 II nlnwll a ulu I unnuununlu Jul l \ :;• WALLkA SPA t GETS 3� W/ I 7� 1 I SIGN GO .45 0.17 D.5 0.91 LF .. I , Ill; 3b CART 09 0.27 .73 * 38 + \ CALCULATION SUMMARY PARKING +o ' ' + / ^ AREA NAME DIMENSIONS GRIO NAME AVE MAX MIN ` ONLY' W .17 0. 2 2 1. t \ / \ 1 ELEV: - ti=,r LwTRgtPkgLot + + { \ = 1.0 3.4 0.1 l` + - - ��ta'. I �/ 4 - / 47 1. 483 -- - 4.54 4. / 24 0. - J '` •t � 8.0 ! � B 16C 2.6 1.4 F 2b ; 0 ,. lwr ti L Pk Lot+ + + ,\ rid 9 New G e - - cn r 1 � _ I h �\ - as 4.7 �,• 0,0 Ev• �. EL r }_ + + \ V � 1.8 51 I 1.0 - f 0 z3 aLL - I. t - - L Long Pk L 71x48f w ri + Leg o xOFi a 2, N G d 6.2 9 9 0 0,5 RAMP UP-,/" <+ 1.0 5.9 0.0 I _ _ -_ \ Top Pkg Lot New Gnd 2.3 6.6 0,5 SLI, - : - OU D R f Y + + + T 1 r fi 0.9 6.5 0.0 4 439 126 t \ \1 TERRA E1;;L� 4> 2.6 8.1 0.7 1.0 4.6 0.1 41 426 f24 E$�4' i �b \ \I uVr, 12'patway NewGrid <*> 1:21 18 2.94 244 1. 4.13 ��-i'•'=�; lUhdiNAIRE SCHEDULE •�"�" TYP SYMBOL DESCRIPTION LAMP • + + + + / I �,• �,, LUMENS M UNTIN 4 r: 0 GIBALIAST LLF QTY 0.54 0 4.14 .96 11 , B-1 U.S.ARCH[ M C TECTU 70W MFType 5 42 II rd bo a .-� YPe 5 • + 1+ + + 10f a- l i(I r' (1)`BBOT BSA6 iL•100MH (t)M 70NlMED 5500 0.62 + I + ' 1 SED 6.0' H `��r ; S1.2 U.S.ARCNITECTU 175W MH TYPE 2 14'SSS POLE 25 19 2,8 0.'92 1 4 1 r r • i � q (1)'U2'VRS•]I-115MH (i)M-i75N-HOR 12000 NIA 0.59 F w :� `� �;» 4 4{ I} 7 0 9 + 5.46 i:� A r D US.ARCHITECTU 175NVMH TYPE 3 14'SSS POLE 48 40 42 0'13 }6 ` I� 7 Q 1 ,J'� (1)'V3'VRS-1I1.175MH (1)IM75N-HOR 12000 NIA 0.59 , a h g F f 1 (1)'V4'VRS•IV•115MH (1)M•175fU-HDR 12000 NIA 059 i j Ti4 U.S.ARCHITECTU 175W MH TYPE 4 _ 14 SSS POLE 1 0.53 0. >� E 0• 1135 .2 E CONTROL ✓ ' (" S1.5 U.S.ARVRS*TU 175W MH TYPE 5 14'M POLE 2 E E 1 VNTR �� d %� ;`,r�,ry (1)'V5'VRS•VSO t75MH (1)M-1 751U-HOR 12000 NIA 0.59 Y 1 \ ; •tiyI + + + + + + + + II �� .I .>i 1 ..f{b 5� 1.39 1. E i. 0,77 ROOM 1.5 1�11?0 2 1. 5.20 2. Y. i. 5,60 1.101 1.32' 1.30 1.15 07 LAB AREA • + + + + h + + I L+ + + 1.5 4 5 0,72 1 1. 5.9fi 3 3. 1.291 1. 0. 0.51 1 t + + + + + + + + W + + + • • �%;� SITE PLAN KEY 20-0 1. 82 0.68 78 61 .46 7.3 f.45 .49 3.36 1. 55 0.21 0.13 0.13 0.17 0.12 0.15 0,11 O,OS 0.11 0.15 0.12 0.16 0.11 0.09 0.11 0 7 1 tip _ (LANDSCAPE • i + + + + + + + + + , r r f e ♦ • r • • • , • • ♦ If BUFFER FROM 059 94 0.82 0. 1./ .59 2. 1 t 18 1 7 7 0.30 .9 . 0, 0.36 .9 � 0. 028 4.31 1 ��`;; ,4:. SYMBOL BUILDING DESCRIPTION tj f RES.DISTRICT) 8 .03 41 t itr� 2. 1. 88 0. 9 2 2 2.91 92 0.56 E w 2.1b 3.4 1.6 0. 0.78 1 0.82 ( I + v+ + + + + + + +1 + + + + + + + + + + 1 I �► I I �+ + + + + + + + + + + + + } + + + + + + + + + + + + + 1 - 3 5,4� 5.6� I 1.01 0.5 52 5.6 1. 1.67 86 t 4.64 5.901 4. Ol 80 1, 4,541 5.87 4. 22 q 5 1 4 81 0 15 5.84 5.83 4.841 t 9 .79 D.9 14' 5.83 4.8d 1 9 484 9�y9 5 6 4• t 1 8 3.4 2. 77 4.T 66 .3 ^`� a TRANSIENT MOTEL f + 0.9� 1.55 3 2 1 3 I , 10.89 4,87 0.89 ; i 1.17 1:3 5.1 + + + + + + + I + + + + + + I + + + + ++ I + I + + +I + + + + + + G 520 5 4 1.00 92 O� 1. 10.91 .81 i 0,901 1. 0.91 .811 0.90 I 0.91 .871 4.901 1. I 91 0.90 03 5.7 1.39 I I i ri4'^ © FIVE UNITS SLEEPING ROOM • I 1 - 1.07 .88 0.77 0.75 0.76 0.78 031 0.84 1.01 127 3{ 5.55 5.50 Go~+s�� + 540 0 75 0.83 4.18 0.76 D.TS t 0.85 1,08 1 + + + + + + + + + + + + + r + -. 'GL• 5• .56 1 5.03 0,99 0,92 0.80 0.76 0. 0.71 0.78 0,81 0.78 0..75 01 0.77 0.81 0.78 0.75 0, 0.11 0.77 0.81 4.78 0.75 4, 0.71 0.71 0.8i 0.77 0.73 0. 0.78 0,96 1 9 .86 5.59 3.7 ,49 0.89 4,92 111 2.0 5.45 �:y-'�a + + + + + + + + + + + + + + + + + + + + + + + + + (��ti O THREE UNITS SLEEPING ROOM + + + + + + + + + + 1-!~ pRAh1T + + + + + + + + + + + + + + + + + + + + 1 .. i.62 .66 .73 0.71 7 1.60 .90 O.B2 .Ol 0.81 .66 0.56 .9 0.91 1. 0�1 � N . 0.78 0.7 .. 0, 4.7 071 O.l O.T7 0.7 •S--O:T,P'0:64•�G:& 0.71 0. 1.0 1,57 .8 5.59 ��-,;� r�. 0.51 0 f. 6 1. 1.161 1.091 0.91 0.9, 0. 1.01 1.101 -. 125 t.2 1 1,371 IA LO I 1.09 0. 0. 1.00 k f.061 0.761 0. t 8 2. 1.00 + f TRANSIENT MOTEL PRIVATE 2. 2. 1.O t.0I .101 0. 91 1 7 I .051 0 94 t.7 1.05 - D. 90 i,7I .05 i D. 90 1 7I 1.04 r ,3 4, t.1 298 1.t 127 ; .16 1 1, i`,�.'�',' CAFETERIA DINING HALL. GARDEN WALL + f + !+ + + + + + + IB+ i + + I + + + + Q + + + +I + I G p� ## $$ ## + + + +A + + + + + + E + + + + + + + + + + + + + t1'RNA71`RESTAURANT)ANNEX 0.31 t. 9O 1.57 l t.7 5 4 4,11 4.531 2. 0.90 0. 3 14.OS 4. 2 1. 1. 4.24 4.71 2. 0.96 0.1 4.iD 4.6 2.1 0.96 0.7 4.44 . 2 4.75 O. i t•47 4.26 3.66 .16 1 3.R1 8 3.83 1 5 :; ;' ## +� 09 05 4.37 1 0. 87 .44 4.57 4.30 O. 3 .81 .44 4.51 4.30 1 0. .81 .44 4.57 4.30 1 D.3 .87 .44 4,57 4.30 1 0.6 1.1 3.40 5.36 1. D. 01 1 9 3,67 3,73 1.5 .4 16 • 89 Bfi + OT 6 4.16 3.76 0. 0.6 5 4.14 3.77 0. 0.7 5 4.20 3.81 0., 0.7 4.16 3.79 0. D.1 5 4.13 3.75 0.7 0. SO 4+ 397 i6 .5T 1 + t t'b6 2. 4. d 7 4.1 It 0. 3.12 4.0 .0 .70 0. 3.72 4. 0 70 0. 3.J2 4.0 0 7D 0. 3.72 4. 67 1 33 5.41 1. 71 0. 2. 426 4.24 5 1 2 O COVERED DECK • , • • • ASPHALT PARKING k • 1 1 if f f f f • ♦ Y • f ♦ , • f , • • I ~ 5ERVIGE 0 N36'51119'W .� • r ♦ • f • +92 .89'♦ • . i;�,- 1 - AREA O MANAGERS RESIDENCE TA NT I,•,,.. EN1 TRY 6 J13d 075 0-19 (119_ n 0.49 _net nen--"2- 23-i".49-44 5-f15--121-0:34--093-(1.2$�1 44`131--13 4Z-Q.46_4 423! 4_15',`t �!% L j (o DC-� GATE ,- 4a MAIN ENTRY FENCE Q (SPEAKER $ TOUGH HEDGE ROwS `- �f ('�` ® POOL HOUSE '- Lu PAD OPERATED) HiGH WATER MARK e SHIPYARD LANE '`'`' `� MAINTENANCE AND `D ►n -;: h UTILITY BUILDING ROCK 1 COVEI�D GAZEBO 1 C� � -i7 o zx ri I La I GUIDE RAiL O GAZEBO 2 21 � � I Z Z ,:%f•,,�, O 0 Q ;{ k GAZEBO 3 ALL PARKING LEFT OF ENTRY CIRCLE TO BE PROVIDED VIA VALET SERVICE EXCEPT WHEREZ0 IN'E RR NEED � o T_ T 0 0 ® ■t-rl °o Ln � cN c:7 � I 0 N 10 fi SITE LIGHTING PLAN p� o Lo �1_1 C--7 SCALE: P - 40'-011 DRAWING NO.: SEE 0-2 FOR LOCATION MAP AT ZoUjLf) poo t,st.Ys(if `Z¢mz ZLjLLJ ire LIJ iz Q sL o ►- Wvo > wO3¢�wa- �j Ui0 �Ul=�tr_20� to ¢w�z� QZ~woNL�¢z 20?m�-M_3m U_w V)F- vo p o o g� zo =oZO<-7 LJ ° zILF-(L OZLu10L <w U OLLI= F- V)MF-�ib =VnwZpz�w W� 2_j z JV)mQQ�F-z ��UJ -i zs—OQZ F-K¢¢� C)<m<az�00 ws u 2 1 0 cn a zz 005 Cc WO0o " mo 0 0 z O O Q azo o �WL1z � m om ogF_ F � � mz LL_ .� w w � � 0 a r m fA = 2 Q Cly to N Lu`i O z d' to (C N 00 0) 1 � O 871.59' _..... .._. S38'22'00'E _.._ ---- -- - - DEMOLITION PLAN KEY r PROPOSED SE STRUCTURE RE z ----- —_---- PROPOSED HARD SURFACE O SEE C-1 FOR CONTINUATION OF SITE PLAN AN r BUILDING AND WALKWAYS t „ •0 PG� — — EXISTING STRUCTURE TO BE REMOVED Z W NOTE: z CHAIN LINK FENCE AND PLANTERS.DEMO ITEMS ON \?�� D PROPOSED 517E ONLY. SEE G-I FOR CONTINUATION OF SITE PLAN I DEMOLITION PLAN NOTES J E— o f BUILDING AND WALKWAYS i t O _ W FS � \ DEMO PLAN REFLECTS STRUCTURES TO BE REMOVED.SEE ClvIL . , s _ .<. . ......lzm AND MEP PLANS FOR ADDITIONAL SITEWORIC(IE.ROADWAYS, } \ LANDSCAPING AND UTILITIES) Q O _ —t CA I THE FOLLOWING ITEMS TO BE REMOVED: to LL QI 2-STORY BRICK E CONCRETE BUILDING. EXISTING FINISH FLOOR 6.99 Q Q i : QJ 2in STORY METAL BUILDING. EXISTING FINISH FLOOR' 08 — O a CA t- 4.,�. CONCRETE WALKWAY � i t ' REMNANTS of CONCRETE STRUCTURE 4 r 5O CONCRETE BLOCK PUMP HOUSE =<Y Y, REMNANTS OF CESSPOOL FIELD p }W— j \, O H015T z rl ED - \ ® DOCK Q Z ` 7_1 _: �'�_ U9 METAL BUILDING Q o i do o vi o _ � -'•_�� /- `\ �s 10 MOVABLE CONVEYOR w OVERHEAD PIPE a U 12 CHIMNEY V 13 SHED {) r_ Go CONCRETE STAIR *1 z O F-- 2254, 470 ��836'4726E 24-C u 15 CONCRETE WALL = 3 '* ?9' ATS �� u 16 FLAG POLE Ln CHAIN LINK FENCE ti's ' � o u- IS FRAME SHED I .✓/ i'? = / �ro ,�� i z 19 PLANTER S355S22'E 97.59' S9 Q PROPOSED 1 STORY Stf2UGTURE I �::•. '' :,, 40.88 '. 3 N36'2V44'W N3?5270'W I SEE C-1 FOR CONTINUATION OF SITE PLAN `'S BUILDING AND WALKWAYS / *, cV Aa 25 -D + RM = . , , . ��, GENERAL DEMOLITION NOT t ... c�U N39�045)W 6) SIDE YARD / ` •� Y SETBACK t>-;.` � , .w;= N N36°32'35'W 78.35' I. REMOVE STRUCTURES,PARTITIONS AND FLOOR AREAS A5 1 - cb.Dc 4 INDICATED ON THE REMOVAL DRAWINGS. ALL CEILINGS AND MECHANICAL EQUIPMEN7 TOBE REMOVED.D. F� N + :; -'" ;: :;;:;,'- ;"• ' -_ - ti 2 . cy 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CAREFUL t7 STUDY OF THE CONTRACT DOCUMENTS TO DETERMINE THE LOCATION AND EXTENT OF ELEMENTS TO BE REMOVED. PRIVATE MARINA 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE _ --1 I I EXTENT AND LOCATION OF SELECTIVE DEMOLITION REQUIRED. sEyy A. CAREFULLY IDENTIFY THE LIMITS OF SELECTIVE REMOVALS. I I � ,,^ . ` ✓, t l B. MARC INTERFACE SURFACES A5 REQUIRED TO ENABLE WORKMEN TO IDENTIFY ITEMS TO BE LEFT INTACT. r 1-` I 4. PREPARE AND FOLLOW AN ORGANIZED PLAN FOR THE 1 SEE C-I FOR CONTINUATION OF 51TE PLAN 20 "`? �I I I �::,::1 1 ` REMOVAL OF ITEMS. I BUILDING AND WALKWAYS A. SHUT OFF,CAP AND OTHERWISE PROTECT EXISTING UTILITY LINES IN l ACCORDANCE WITH SAFE PRACTICE AND REGULATIONS OF UTILITY ' - N COMPANY. 1 1 I B. COMPLETELY REMOVE ITEMS SCHEDULED TO BE REMOVED AND SO REMOVE LEAVING SURFACES CLEAN,SOLID AND READY TO RECEIVE NEW MATERIALS SPECIFIED ELSEWHERE. w ' _ G. M ALL ACTIVITIES COMPLY WITH PERTINENT REGULATIONS OF 110 N355S'24'W _., --1-- 42 . 00�'. ...,, -`i` GOVERNMENTAL AGENCIES AND BUILDING MANAGEMENT HAYING Y _, R JUR SlDIG 0N. y- I t { ...:..... ...,:ice.:......:..:. A W I _ _ ,_= _ = _ _ _ — _ i� — — 5. REMOVED MATERIALS SHALL BE CONSIDERED TO BE PROPERTY OF 4t, ,.\ _ .,...,�'— - -':STI r —— THE CONTRACTOR AND SHALL BE COMPLETELY REMOVED FROM THE I xm 1 I I - , h JOB SITE. I 1 Q USE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A z I e I TO W IG T HANTS AND TO ATNF Wo NUISANCE THE PURL E R RK BEING p 3 � -3 cr e .,:�.,�x�T�- � _�. -�: �� _� _ j� - - �� = �,, PERF ON OR NEAR THE SITE ' = V� 1 - I T MOPED �� SCHEDULED 0$E REMOVAL ITEMS NOT 5 RE T of L E - 1. IN THE RE •' - E EVEN ., s • �.:•;; :_,;:;::_ ;,�:,.:-"'-;- ' PROMPTLY REPLACE SUCH ITEMS TO THE APPROVAL of THE ARCHITECT r� vn'• , _ ; AT NO ADDITIONAL COST 70 THE OWNER OR THE CLIENT. ; I t S. � � �' {�I } REVIEW ALL MECHANICAL,ELECTRICAL AND PLUMBING DRAWINGS WITH I I1 I1 X A - 11 6 THE ARCHITECTURAL DOCUMENTS AND PROVIDE ALL REMOVALS AS 1 � \ � y „ _ _ II REQUIRED. I $ j 1 X—I-- .� "'— ;fix =Gr -- -' � �- L —.—— _ J I ' 3. UPON COMPLETION OF GENERAL DEMO WORK,NOTIFY ARCHITECT < y 3 � Mi- ,... FDR INSPECTION TO REVIEW LOCATIONS OF NEW OPENINGS TO BE _ '� — — — _ _ _ — — , _ — — — �� 1 • 1 a UTILIZED FOR NEW H.YA.C.WORK I4u. 899a I -"` �' � - 10, CONTRACTOR TO CAP OFF AND REMOVE ANY ABANDON H.Y.A.C. 4 -x- — -x— _x-- —x— _x_—x— —x— -••-'x_ —x— —x— —x R— _x --L<'= x� x.� —x— —x— —x— —x— _x— --x— —x— --x— —x— —x— —x —� ah1 VJ ELECTRICAL EQUIPMENT. I r 1 € s -- L J SEE G-1 FOR CONTINUATION OF SITE PLAN R BUILDING AND WALKWAYS - vi Ii ta� tI -x —x x _x— _x 1 --- _ - - - - -- - -7 — _ _LL ! I I 3 �I 14 ill �• 13 ------------------------------------------------------------ ��--------------------------------------------------—---— — - co cn N3551'19'W , / �l 927.89 1-3 / L • i/ //I J � // / _ '6tpY� / //// C�� Vic° �- C14 m u- r� a� a o � 0 0 4-, SITE DEMOLITION N C-j SCALE: 1" 2 401-0" SEI= 0-2 POR LOCATION MAP AT 111=100.0' 0 cn � cn � I Z 04 N (D N~ O Ln DRAWING NO.: ZZ21(- >-aono i wflf QQI-Z -ZWLu cy- WOO°Fa� LLlv�g w� ::J�W� Q> CW�� Jwm2L'mo>--w =�-Z - -Jzl w— ow �¢= {�v Ld =0z QZliaz( �F_OZZOTOO -JO0—O 4¢ I- fl-~CLI-d oHcLn<m=8 wt,.IV v�t,.l� OZr...J Lu WD It=m WZJ^ W af S F- �mQQ�I�Z =(nCEaJ O-JInZ'o<'x I-�QQ� UQ�¢I.LZ�UO 0 z z a co � � g W U $ � CV m UUU zco 4) ()Lu Lu -, a azo o F Z 0 0 ul� � � a. © z a a z 11 w COXd1 co N N z 0 TRANSIENT2 -r w MOTEL z 0 a: U f z MAINTENANCE L // D > 0 0 H / �— W 0 Elz f LOADING / `� 10 Z DOCK 'Q '—� J 0 ❑ JQ 0 cn LINE OF FRONT -I�— } Q.. ,—. 2: to LL l WHEEL PATH ! '' � I �= — W — }I }� 30' INSIDE TURNING RADIUS, � d 0 �i TYPICAL W � }- z ulvz O �.-_-- _ - _ - - - - - .- - - - - - - - -- - - _ - _ . _ - _ - - _ - - - - _ - _ - _ �\��\ 'r"n- l0 3: 0 �i-- - - - - - - - - - - - - - - - •- - - •- - - - - - - ._... - - — - - - - - - - - - - - - - -- � _ - - - , —, _- - - _ - - _ - - - ,- - \\ � ` � V♦ U. V v) I- 30' INSIDETURNING / % -- - -- - - - ----- -- - -- - - - -- - - - --- - - -- - --. - - - --- - - -- -- , — - - - - -- - - - �� - RADIUS.TYPICAL---\ - --- — - - - - - - - ------ - — - - - -- _- ---- - ------ - - — — — — — _ ,— — —— — — — Fl L—FF w SERVICE LINE OF REAR MAIN ENTRY — — RESTAURANT d ca m N -- i, WHEEL PATH ENTRY y o WHEEL PATH a z z -SHIPYARD LANE ft� p o 0 0 OVERHEAV UTILITIG5 ui 25'L DELIVERY � � � (� � a � U VEHICLE. 12 WHEEL 0!� a) BASE,8.5' VEHICLE WIDTH 0 TURNING RADII - DELIVERY VEHICLE (25-OCL) - ENTER SITE AND SACK-UP TO LOADING DOCK r 1 � a O � 1 ,Il 1 .I TRANSIENT J MOTEL I MAINTENANCE ' f � LOADING 5 DOC< l ❑ f LINE OF FRONT I I WHEEL PATH U"� / // — — — — —` — — — — — — -i j A---30- INSIDE TURNING 30 INSIDE TURNING / / / — — —_ _ RADIUS.TYPICAL �- - /--,�-- - - - - - - - - - — - ------ -- - - --- - - -—-—-—- -—-—-—- - - - - - — — - _ -- — - -- - - = — — — — / ----- RADIUS.TYPICAL � — / SERVICE' LINE OF REAR — MAIN ENTRY RESTAURANT WI-IEEE PATH _ SH! ENTRY `- — — W-IEEL PATH — --- OV=FZHEAD UiILITI'c5 13 25'L DELIVERY VEHICLE. 12' WHEEL BASE,&5' VEHICLE WIDTH 3 TURNING RADII - DELIVERY VEHICLE (25'-OCL) - EXIT SITE C-9 SCALE: }" - 40'-0" n N 0 (O I Ln xIN ca 0 3 N v ` Z (oyn/] X u- c: C U) 0 E. a� C 0 Lo 0 uj 0 � Z N 04 �a O � tn DRAWING NO.: