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HomeMy WebLinkAboutRcvd 1/9/2023 Rev. Site Plan . � I ..I . - - -____ . . i _­ , 7 �-�, . I , �I I�11 I � ­1 ,,, -�', �,-, 777777-1 la'i ��� . . , i�_, . I I� �. I -, � , , ,I I 1, 1. - . , ,. . ;� - - , ,,, I � � I ., , . -1-1 - I .� ,� �,�, I A �I :1:11": ,�­" ,. e. , ''I �,;, , � .1 . '. .1 I I- 1� ,., "­r , ; -,:� �,� _ �- I , ! I ,,� � I I . . r k'�:1 I �.I . I �,l ,-,�- "� i- ,!� I "::� 1, �� - ,, i � - I i ,. - , � � , ld I� ��':�', , - . 1, lk� . �_,, I � , ,� .,� �, , ", -�� I I I I ,, ,�� ,� ���, , " , ,i '4:� ��,_ �"I ., 1. , � I , il " I... - ," 7, - ,� �'��'�,,�,` ''.�j,� , , 11 I� :,-� , I 1, - .� ,� I �� � � : , " :�,;'_.... ��� ,. :-I , ,�� 11 .. z;. .. ,"�, - -1,:-,'::-, ,.,: ��4 11 - ," ,� ,��,�1..-11"1. , ,�.,�:"., ,��,- ,�� I'll, , - , I I ­_,� -11, I "I � �, ­ 11 I'll �, _ I. 11 I . . - 77 � ,:, � ,_:,�� 1".I �!� .� _,.�f,'� ", I , I , ,�'�"'lili, I �, ­ . �, :,__�41 ", �.I �­�� I- _0 - ii_,._­."'­,��, " I"" - I I . I . :1 I . I neral I � I I I . I � Utilities ' , I . , I I . I I � � I I 11 . I I ' ' I I [� , � I I I I r I I 11 I I � .I I . 1. � I I I � I I I" � �, I 11 I L I I . I - I I I 1. CONTRACTOR SHALLL NOTIFY'DIG-SAFE'(1-888-344-7833)AT LEAST 72 HOURS BEFORE EXCAVATING. 1. THE LOCATIONS,SIZES,AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE ALLOWABLE SANITARY DENSITY FLOW . I I � I I I . 11 � IP/ N­e ,-/, ,�\ -- -xl�. ,b ... .,_� ��' JLX'�� ,�, , 11 REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S)HAVE NOT INDEPENDENTLY VERIFIED V Plar �V.iz�. 0 1 * __�// , :�...� * " , - I ., __ � I't , 1 6.75 ACRES X 600 GPDACRE=4,050 GPD * f F ir�-_ - , . otfj�_- ��__ , - .1 2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY.CONSTRUCTION ACTIVITIES THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE ,:�r , CC I * , , , !"t, ��;�� �1�- 13 11��' ,� " --��-��-,., I , erft�Z ,tA2!&r * , .,,;� 0 SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS. THE ACTUAL EXISTENCE,SERVICEABILITY,OR OTHER DATA CONCERNING THE UTILITES,NOR DOES IT 12 1z 11.1."__.,r__ _- I ,_"`\\�. * i 91 .,�-,4!--j!!_ 17 , , , 1<,11 of^ 4-�i;-�K., 0 1* ti; I . I I GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN - r . ! 4 . � * .1 . -��'-1�1.ljl�s , . 's, I 11:�V I * . _-___­_.. 0 ,, '), ,, � + Z.. I 11 ______� *',� .. , t I 40 c 11 " �., - ..,...-�� - '44. , ,- 3. ACCESSIBLE ROUTES,PARKING SPACES,RAMPS,SIDEWALKS,AND WALKWAYS SHALL BE CONSTRUCTED IN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION,THE CONTRACTOR SHALL PROPOSED SANITARY DENSITY FLOW O.. ., * _"1-_.__._..�.,4_- I -A, : Ila 8 It 17 �--;�.* 01 _11'��_______",� - -`-\ shilob 4"t,4* " " 11715�1 1 __�-;=7��,­_ -�., . , _4 ek,? �7 ,*,- CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND LOCAL LAWS VERIFY AND DETERMINE THE EXACT LOCATIONS,SIZES,AND ELEVATIONS OF THE POINTS OF CONNECTIONS 74 SEATS RESTAU RANT X I 0 GPD/SEAT =740 GPD �, '' ..!.# . - ... , -_ 1---v�_­ - ,Noi� 1.4, � 111 0.�",�e,o 0**Nk�%, 117 & i AND REGULATIONS(WHICH ARE MOST STRINGENT). TO EXISITING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES - . .40 * **.. ,;r1V �,, A'J- 11� // % �,*.. - _4�­ 'J", -*-- - � f .1 0 4 I 0, : , Strategic Environmental and Engineering Solutions 414 4 . __* : . . - *W�� , . - �� �'jl 7 g 44 UNITS HOTEL X 150 GPDIUNIT =6,600 GPD �_ . . , .�,,,'1" 11 __ C* . - i, � ,�&o I 1_�116% ­ -, - AND THE PROPOSED UTILITY ROUTES,INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY, �:11�,__.__. ', c 1'� - . . . : ,% * - --c 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD 0 , 111� \��,"', 0,W\" . *,��-_!��**... ." V -______-_-_--- - - F .7,\ ,"'," 11 I , . ,/�/ .% ,C x , �J_tg_- k - - 0 1 1'�� ;"M ;1 , �� . " 16 ,-, *1 - 4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES(BUILDINGS, . - ,ell �,� - 11 , .* Ic-- - � I,- - 9 L 0 R;k-1116M71" iMMIISAM" i�,� :� " , _ ., / - ",Z;, - � ,i:5- to - _ k , - �,, ,� N'­'# ,,,>, ,�,111L ,_ PAVEMENTS,WALKS,ETC.)SHALL RECIEVE 6 INCHES LOAM AND SEED. �,�� � 0 . _�;5�s��� 2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK,OR EXISTING CONDITIONS =7,840 GPD 4 /,e� , TOTAL SANITARY FLOW . �, � - �, I I � I ..,­.. I I - �0 7 , - I- I *'\ // 0 tl,0� 0 10 11 �4 � , ',�_ ­­ , � .. � ,�,'O.-�,;�-,­­ Y,��,_ k i�� ,�, - 1, -, � 1� I I -I_/-, - �\ - 'e't D, , DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED,THE LOCATION, �___ \ .- I ., , � � � , �,-,' ,'�', , � 9 y 1, V, ,� 1, , � , ') 1%,z...""'., 12�1 , I'w 0 I , �, � - , W-1- & , , ��, ,4 i, I u, . W k � \ - ,*) ��:,!, � , k � . �; 11�� N\ - I __ 54 .+ ��Z<l - �� C�. f 0 :,��_ = ..__. 1J­1 - ­­. -OF-WAY SHALL CONFORM TO LOC I 0 , I � , , -�.,i,__� -, 11 ,� * ,\ , �, I 1 5. WORK WITHIN THE LOCAL RIGHTS AL MUNICIPAL STANDARDS. WORK ELEVATION,AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE 1, �,. t�, . �\ % \ _:: 19_� f fil 0 4� WITHIN THE COUNTY RIGHTS-OF-WAY SHALL CONFORM TO COUNTY STANDARDS,WORK WITHIN STATE CONTRACTOR,AND THE INFORMATION FURNISHED IN WRITING TO THE OWNERS REPRESENTATIVE FOR THE SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGETREATMENT PLANT(STP) ",*, �� * 1� �1�-41 � "� I -I RIGHTS-OF-WAY SHALL COMFORM TO THE LATEST EDITION OF THE STATE HIGHWAY DEPARTMENTS IFY PRIOR TO PERFORMING HAS BEEN PROVIDED. 0 1 �,�� . \\ ��v \,.0/'.' . 'L - P-13 - RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO NOT '� - // - _____--,-,.. ___q_ -11 I . _U�11 4111�> �. 0 C, I � ­ - __%\�� / -_� * 0 . 4. - � ­­� , , - _��_ "I ,)/ I % 11�) 630 Johnson Avenue. . Suite 7 STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES. ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE � . 0 . F�,_//- . � 0 �_ - . __1, �r 01 I;N- � . . poAD==��v,�,*,"' " . 0 1 - *,;� ,* O/ -_ �'o ,�_, C��_ MAY BE WARRANTED TO RESOLVE THE CONFLICT. PROPOSED RESTAURANT-GREASE TRAP SIZING - - �� ,\ % , . Bohemia . NY . 11716-2618 W. 0 '�11� � �_�__ I t k 414-- ,-, 0 �,."-_�-_-_,:* � , 1* =��. � 6. UPON AWARD OF CONTRACT,CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS AND � , * N T1 4..�, . * + . ,,�) I " - , \� - -_ Phone: (631) 589-6353 - Fax: (631) 589-8705 APPLY FOR AND OBTAIN NECESSARY PERMITS,PAY FEES,AND POST BONDS ASSOCIATED WITH THE WORK 3. SET CATCH BASIN RIMS,AND INVERTS OF SEWERS,DRAINS,AND DITCHES IN ACCORDANCE WITH . j C /4 ��.---rk a I - "r " 4 I 0 ��r / 11 0_1 I� - �-4 .\ PROPOSED 74 SEATS RESTAURANT 0 1� 0 � , �� W ,-.-,,I, ., .\\,.!4 1� - .� \\ . ^- - ;� -mail: INFO@PWGROSSER.COM INDICATED ON THE DRAWINGS,IN THE SPECIFICATIONS,AND IN THE CONTRACT DOCUMENTS. DO NOT ELEVATIONS ON THE GRADING AND UTILITY PLANS. . 4'\ �\ 0 -11 -_1;�, I =---.... E , , . , %, . "I " , i 1\ CLOSE OR OBSTRUCT ROADWAYS,SIDEWALKS,AND FIRE HYDRANTS,WITHOUT APPROPRIATE PERMITS. 01 -// , . \1 - �, , 11 � 11 � " .4 p� � - -.1, _�' _:� .0 1 - - , - - . - . - -_ � 11 %7�1 C-11V # -_ i, , . * I . -.--- �11 4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES,WATER VALVE COVERS,GAS GATES,ELECTRIC AND KITCHEN FLOW=20 GPD/SEAT X 74 SEATS=1,'80 GPD 0 *,,,, -2�A -t,_,. ". * .. . �\\,��,, ____ I'll �� I I 1� ,a .i,�4 .4 - , - n � �!a NI 3 CONSULTANTS V"S . ,. -I -- ,6 % 1 7. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC TELEPHONE PULL BOXES,AND MANHOLES,AND OTHER SUCH ITEMS ARE APPROXIMATE AND SHALL BE . �� , kI ,I . _.___ - . I - I 40 , ______ - _�/,�' �, I . -1 :" C-?11 1, - " CONTROL DEVICES. SEVRESET AS FOLLOWS: PROPOSED 100 SEATS EVENT SPACE ` ,,i:�,�� I ----.--- 0 I e-_- 1 1,4411 ,<��,t - - - ,C:4 .� " " , lk . . 1� "1,��"'�l -- t "D # i�l _,w , " / , i--*-. . * _� �_� ,�/�\\-,\,t, 'i�rr - **, ,0 A. PAVEMENT AND CONCRETE SURFACES: FLUSH 0 , -----_��/�, - ,!,:,. RACTOR'S OPERATIONS SHALL ,� - .� 8. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONT 111 !,:��� .- I � ­<-r4, . I -.- ,­1 , -�-� 0 \1 I -�-�.9446;ea , �­:�, KITCHEN FLOW=2.5 GPD/SEAT X 1 00 SEATS=150 GPD � . ----.-,-- / ,1,�.;­,=,�-;-. , - I,� �._ _W� 41� ��\ _1 ", 11 BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. . V�ilii . - - 11�1\ * �0 ft '.11 " N.. ",;�,­�\\ � �, - -- U.N -d .1,...-., B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH 1\�'. . i ,--",. , "� C. 0# .. . 0,,,L, ,.:I . k,.!r _'_ '�� I � �� te, �/,- ,,, , .�"L,-.�i .* , , '. ,�/ , ,_J wk 9. IN THE EVENT THAT THE SUSPECTED CONTAMINATED SOIL,GROUNDWATER,AND OTHER MEDIA ARE TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD N�11, k'A . . \% t�,, .. �. , " , . ,!?, _ I - �­� . , I I . , . 1. , , VIC,Z/--"*- �t- __r �� �,­� * 'I � ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL,OLFACTORY,OR C. LANDSCAPE,LOAM AND SEED,AND OTHER EARTH SURFACE AREAS:ONE INCH ABOVE SURROUNDING X .* ,1 �,_. i� ,,- -'-? . "�,, .-) � * 4 a I ,e ,,, . .,� / � . . .%�___ . . - -1 ­. , �4 C V ., � � � � , OTHER EVIDENCE,THE C014TRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT MATERIAL TO AREA AND TAPER EARTH TO RIM ELEVATION. 0 A,4 _� 0 ". , , * I, * & / GREASE TRAP(GS-1)DESIGN �,."t*. " '110 * . �_,*, - I .I AVOID FURTHER SPREADING OF THE MATERIAL,AND SHALL NOTIFY THE OWNER IMMEDIATELY SO THAT THE # :*� * . 'k,* 0 0 '. %, 1, , �^,,-,,' .e . .0UP. 021 19�1 6 "O , APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN. 5. THE LOCATION,SIZE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE UTILITY 1� �, V ,V,"'., V,�. I I / .r �,z " )) --" U". ��Cq1t ..# SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY,AND APPROVED BY,THE REQUIRED: 1,480 GPD X I DAY=1,480 GPD " 0,\\,,I 0 0,14 ...*... �­ �, I , 0 1 to - - .���. , . , t'�!- � il ;_ .4 10. CONTRACTOR SHALL PREVENT DUST,SEDIMENT,AND DEBRIS FROM EXITING THE SITE AND SHALL BE RESPECTIVE UTILITY COMPANY(GAS,TELEPHONE,ELECTRIC,FIRE ALARM,ETC.). FINAL DESIGN LOADS AND f. ,;;�,�==� ��,, � � / '. 0 �\ I # �'�,. 0 \ � ", 'e" �\ . I C_M�k I I . RESPONSIBLE FOR CLEANUP,REPAIRS,AND CORRECTIVE ACTION IF SUCH OCCURS. LOCATIONS TO BE COORDINATED WITH THE OWNER AND ARCHITECT. PROVIDED: (1)8'DIA.x SLIQUID DEPTH GREASE TRAP(1,500 GAL) 1.11 �.\ 4 �, .�, . I rT­1­ I -1,0 .,1 3 / � \. I D'alve")A 11 .. , #4 to \ .. . - 11. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONT ." *, 1� , Vq Q*r­� . . 6. -40 RACTOR AT NO CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR POLE , 1� ��A ,�� -Z, � . n, ** �. � I 'q;� V"A 'A"C' ADDITIONAL COST TO OWNER. RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS,ELECTRIC,TELEPHONE,FIRE ALARM, GREASE TRAP(GS-2)DESIGN , 9'19� - I f_ �v * I- 0 F,gtav;�,, ., / / 1� -i\ _,,, I_ ,/,.. � ,�, '&, , ji .It -_ ., " 11 _z ',�/ 1, , I - * I + ,1 7 AND ANY OTHER PRIVATE UTILITIES,WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY THE UTILITIES 11 " -, �,,��5�1' C25) .V/.,�,%. ,�. .� , Iq 1��,,, Y,' ,>�,\ " - . , , 12. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE COMPANY. � I * � - �,I- , _�_�_' r...�, 11 .� �� * . / el -, - , '* REQUIRED: 250 GPD X 1 DAY=250 GPD "'. " "I ,.* I i., 11 "I 00^\ % -% 1\ _> .1�, :- * IMPACTS TO OFF-SITE AREAS,AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,IF ANY,AT NO lkl�_1_1�A . 1.Nout 6 d .. *%\��,-,:��,_\___'k I's- \ , 'kl�- ­ I />___ �­ * * � - I COST TO OWNER. 7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS,UNLESS OTHERWISE NOTED ON THE PLAN: �� �p ___1' e� -,,, \\ �­ lw I I / �:� I if ,-Oz4 / `�* , I ­­ , N A I ." I \ c . I _( , ,� PROVIDED: (1)8'DIA.x SLIQUID DEPTH GREASE TRAP(1,500 GAL) /r �\r \ "X I I "'X V . * 'k�zo /'A \ 7 X 1, \ 1� I 11 I . �,, .:,(//" ,`,\,:��,, -% I �1� I I � I -\� N, > �?,I� , , \\\ �, - \\ \ I I , �, 13. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 A. WATER PIPES SHALL BE CEMENT LINE DUCTILE IRON PIPE(CLDI) ,,� lw\,� ) k\ 1140 le, , >1", 71\� 4 1�1_1" . , ze LBS. \\ BM P� 1� \ 1�� ,-V.�/ 14 STP DESIGN FLOW ,��,� I,,"' --3,,,'\, V, �, ,;P,11 �, ) 3 11 I B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE(PVC) " 0 \\ � _�_ \ "I I � , - 1\ -, I I .... -lyre" � I � 1, �, V )� ,\\ , I " �*_411" I 1��p _A� � 11 \ k �Nl_ ill 14. ALL CURBS WILL BE MOUNTABLE. . �7,�, "I - , \\,� 1_�!7�1 "I'll, I Em"= . 11 A 1�1� -_.-- � I \. � �� I ,,\\ % / _,­� .,,\., , 1. . � PROPOSED RESTAURANT DESIGN FLOW r �4�el I "",ii, - I "�":�� f C. STORM DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE(RCP) ./ IN., 1�k\ . I, / ,\,��, 1. I Ili 4�11 0� � - -�,,,4 * .1 I " z ,;,_ , � 15. IRRIGATION PERIOD WLL BE 16 WEEKS AS PER THE TOWN PLANNING BOARD / \ � 0 I / t ,\, N - I \ IF I I \' ;� \ "I I 9 3 U , 74 SEATS X 30 GPD/SEAT=2,220 GPD � fl',�'__ r" '. , " "I ,�.__ - ,,, , I - f - 11 � �A',1, 1�� , �� CONDITIONS. 8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH EXCAVATION, I///,/ .1�1� ,!I ,�\� , -­­__ ,��-,i '**\ INSTALLATION,AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS SUCH AS PULL BOXES, ;1 �don, I 1, Jb ' . * , .,�� n­ * .__�_ t1j, ,1�,WO " , 16. WILDLIFE SWEEPS FOR EASTERN BOX TURTLES AND/OR NORTHERN LONG BAT 1� � ', .;\� � , I ,-*;/ *­1 CONDUITS,DUCT BANKS,LIGHT POLE BASES,AND CONCRETE PADS. SITE CONTRACTOR SHALL FURNISH ��-) ,� 611, EARED . � , ( PROPOSED 44 UNIT HOTEL 11,j, / : \ I �,�, S IT ,E L T E R DURING CONSTRUCTION PHASING. CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON /� I -�-=:�,_� na'.. 'Y', `�, 1 Z3 1� ,�\ S, ,,0 �_ Harp I . ­­­_­�_; �=­­.1�7- � 1� . �, � 1. . ­ 1q1i.iii!,-7!­;�0@7 THE DRAWINGS. S,outhold 1p_-��, fi ors 2 � I � � � -" , . ,�� " - ,�1 ;,, - � � . ,�, " , , 150 GPD/U N IT X 44 U N ITS=6,600 GPD I" (� . I � I . , . f/q, 1, - Zl* I I : , !,�� , � , I 1, ; , 77 , � 4,,q 2.11 MsJi Sch N-1 "I Pt .? , �� �� ; I �� � :1 .� ,�. I—,� . �� ,�� , \Y� ,� .. I ,;, � I � a A I , I ., I I I �,ij?�_� I , I I 9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS COMPANY'S 1, /;, 1- I I I- , U4­ 1. I , �­­ I ; C . I � ,�: � '. \\ 4 Of� I I �" 7, � - . I . ­ . , I , � . �I 'll ", .!! �,'. .,�� �- -1 ,�,1 ��� -,".�!, , .1 I I ,� "j.��1','_%�� REQUIREMENTS. PROPOSED EVENT SPACE DESIGN FLOW I 0 1 - I ' 11, �� �� '�,�, ­ 1. sorthold _�_j _��.��,� 1 I ­.- - __ . IZI \\\ I !��=�,_ ., , \ �, \ Grading and Drainage Notes , , I 10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS(4'MIN.)SHALL BE DETERMINED BY THE N.\, f N - ,V,61 ,. i ;, I I I . , 100 SEATS X 7.5 GPD/SEAT=750 GPD '�\,, i-I-�_ 0 C .I I,.. MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL MUNICIPAL "*',\ "�_ ,� 1 34 r_ '''I 'li., I Jl,/"_­­ Bay . -I'. �* STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER,THE MINIMUM DIAMETER SHALL BE �, ''' ' I :)A�l �', �, . ii`7 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND I _��_ " \ �� 5 FEET. .REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD 1*�__,, ,----- A Marina )..... : S 0 ri N ,,, ­_ �,�---- �\ . SPECIFICATIONS OF THE TOWN OF SOUTHOLD,SUFFOLK COUNTY HEALTH DEPARTMENT,SUFFOLK COUNTY 11`�111 � .. . ' (( .,. �!���_ I , ,.�.� 6 DEPARTMENT OF PUBLIC VVORKS AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION,AS Willow Hiw. , . , _� k ,\ 'y ,3'1.� , I ___ ._­_�­- rrK r�- ___\ - . . 4 �_r, I. I I -": .. . , 1. .­ :I " , APPLICABALE. LEACHING POOL DESIGN Cem _L_ P P;F N_!��,��­, � �r �, , � , ­ \ �'..,+ 1. -. I 3 , tit"', " , -, ""'""""­'­­_­_­­ - _­­ - " ,, , "­­,__,­___­__­­­­ -_, , """""""" - � I ' , illo Infor'Mation I I "I I I \ . ! I I �, , \\ I ,_ � :_*%:, " . .11! �".1 � II " I . , . . ­ . ­ .z".1 ­ - I . . .1 - . . � I 11 .... I \� 2. UTLITY INFORMATION SHOYVN ON THIS PLAN IS BASED ON VISIBLE FIELD EVIDENCE AND AVAILABLE I .1�, 'OF4.� I .� %- ,:_I REQUIRED: 9,570 GPD/6 GPD/SF=1,914 SF I '* 20 'k� I _', 1�___,,�T = __,!.'_­_"!_.__!_ - - RECORDS. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO COMMENCING SERVICE OPERATING AUTHORITY : :1) .11.1- 1 � \) v; .--.'�'­-�. i . t , I I 1. WORK. CARE SHOULD BE TAKEN NOT TO DISTURB EXISTING UTILITIES AND SERVICE CONNECTIONS(OR * 25 �Ii I ­ . N, � , /I I . �� : -:�--.�� -- .4'.. I , %-I _ ."i� _... i CP . -*'!.. . 4 . I--.-- "�. . � ,,-`--�­ I -4*1. , PORTIONS THEREOF)TO REMAIN. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OF ABANDONED PROVIDED: NEW LEACHING POOLS ,,�, -��­ii , - i ,>,,, .z!--.,!, ,*11 /!;, `�__�, � �tl_ .\ f?r .i----- I - , - '111� ?J \ 1�� ,- ,7* 1 � . .. " , %1 x � 1�_ I , *, _1- 11 I--- 0 UTILITY SERVICE CONNECTIONS AND INSTALLATION OF NEW SERVICE CONNECTIONS AND SHALL .\ .!! � - - - I .1. ------- V!,'_ � �_ ELECTRIC PSE&G 1 O'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) k ,-,\_,­I� -_�,- _.� . - - -_ Q� I *. ,��A,6� . e . . %, I .1 COORDINATE WORK WITH 7HE APPROPRIATE UTILITY COMPANY. <�,e - ,*. 11... - It,P7 ---,T�- F 4 il. ;�;.j ---- I - I..I - . i - -�, � :k:, -� * . � � I . .!I. , . T",!,�*,h I. p.-iii... � � 0 �" a . � 0 " . -, � 0 " �W­- i -D. - , __ , 1,914 SF/31.4 SF/LF =60.95 LF � , , #*� r i // 3. REMOVAL OF EXISTING STRUCTURES,INCLUDING BUILDINGS,DRAINAGE SYSTEMS AND OTHER STRUCTURES, WATER SUFFOLK COUNTY WATER AUTHORITY FIVE(5)OF 10'DIA.BY IT EFF.DEPTH LEACHING POOLS I I # " � . I I , 1[;�. C:� TELEPHONE VERIZON ,* * . * 4 , : * %J ,* I � - ?* " ii - , : " 'r . -, . . �, - IS TO BE DONE IN CONFORMANCE WITH THE REGULATIONS OF THE TOWN OF SOUTHOLD AND APPLICABLE 65 VLF PROVIDED; __", 4 . , . - I .0 A . k I,,,�"1I. .!I,i i�W", I . ," ,q, I& 0 * i . I_� ; r­zr,r,,-.,1 0 i�' *1�- /A.� I ,-..- , 0 �� " - �, *�Ili, -/"/" "- " -!� , M 1% .. " 1�� ` � -_ � �K - -� I i I . . COUNTY,STATE AND FEDERAL AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS SANITARY SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES . __J ,�\ , ­_ . . � , " - I zi I . M I �, V FOR DEMOLITION AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. GAS NATIONAL GRID 4. ALL STRUCTURES TO BE REMOVED(FOUNDATIONS,CONCTRETE SLABS,DRAINAGE STRUCTURES,ETC.) SITE LOCATION MAP SHALL BE REPLACED WITH CLEAN,GRANULAR MATERIAL,COMPACTED TO 95%STANDARD PROCTOR DENSITY. SCALE: NTS 5. ALL PAVEMENT TO BE REMOVED OR REPLACED SHALL BE SAWCUT. -­�777;-,7��77­_7� . .� .. 9 REVISED PER TOWN COMMENTS 12/21/2022 _� . � . : , 'I.,- � 11 � I., I 11 I ��­11 I I u I �-�_� . , !:�� � ��� 1 :� , ,�, � ­ ', I .�,_., ,� , � - 8 REVISED PER TOWN COMMENTS 12/05/2022 - ,. � � � � A ,� . , �3 � , �, 111� 6. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PROTECTION OF TRAFFIC MEASURES 1� I � ,1 - , - 11 � ­ ,., � , " I I .f,� �, ; - -,,��r'. .. I ; ., ;1 1�1, , , 7 REVISED PER TOWN COMMENTS 11/2312022 . .,� �,� .i I I�.% ,I � 1, , .i:, �� 11 - ". I , � . �,,! :� , - � 6 REVISED PER NYSDOT COMMENTS 09/15/2022 DURING CONSTRUCTION AS APPLICABLE. MEASURES UTILIZED DURING WORK SHALL BE IN ACCORDANCE ­�,­�6�_!III , , �, '1­1, � m -� .1 I ��111�" , , � � . �""',,��,� .�"', 11 I, � WITH THE N.Y.S.MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. . 4 5 REVISED PER TOWN COMMENTS 02/15/2022 1 rosion Control , , I I � , ,� , - ., I.. ':I , I - ,� . , - 4 ,REVISED PER CLIENT'S REQUEST 02/18/2021 1 11 � 1, ­ � "I'll ­ � " -,�-.',�A��c "�,lit'O"-, , .13, � ' '4��%-,tj., 4 VY���'Z,,&,. �, I ­ I I I ­ "A'. , " ;, , , ��, 1-1�� ' I , 1 , I I ;1, I "., ,� 4� r,,",""."'.,,�,,,;�:,, "i''c " ,- I 1"', �,,,-.,� "'., �4 " I 71, � I -A ,�," �.� - , I ,I .4 i4­ Z,�,,��,'­ I - - � , � . , , ., 1. . I li, ,,,I It - �­ . - ,� ,., , IMMENTS DATED 12/9/19 04/08/2020 .V V'W.N' -­ , I � , , ,," I ., (I 3 Co "�� I 1, :�, I,�,,��,_,,If,,; . ,� ,,,, i��,,� ,;c 'a-, - _-, *j. , , � -, ,��" , " , �_ I _ , . �11 ,_ � - 11 1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE,THE CONTRACTOR SHALL NOTIFY APPROPRIATE . �T,`?�-­,�, , 1,5, �­­ 4 - �.' e,�k I I . I � � ,��"I, .41 2 ADDRESSED DEIS COMMENTS 07/17/2019 � , I;� 7._�' --j� ,� P, ­�", "'0��,"', � , ,1, - , ''. . _1 Ill I 114 ,,A,," I'A - I 11��,' " .. ��U , �, �1�w" � " ", , I ", ��%,.,,�,".�, 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 , I I ,',`� ,,, , 11'' - ". � -�.'I -:,2�,! � ,%�A �­ � ,�"­'. , , � ,.� - IV � , .,I AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS IDENTIFIED I � 1',� ', 1� , ­� , , I I 11 -1, : �_f�'.'I I *, ,!',�, , ,, ,_',-.'� � I . 1 - 11��,1*`� I- "", , , , 4 , .4­-­ �,­,� �­�- 1, !� �,lil, VJ ") ;nl*,�V 'Ilk , , �_i �,e-,- ELEVATION. THE TOP OF CURB SHALL BE CALCULATED 6"ABOVE THE EXISTING PAVEMENT ELEVATION. , . ", ,k� �4 F Y,t*-�­ ,", I 4. " ­ I , ,, , -,!"! ,,�,�,��, � � 4 ' ' , h �� , ,�'N � 1;� � V41 1� I I I I W; " � I � . -, "F " ,. I lf-,,,� ! , ' . -- - , , "" "; 'It,f:", ,", '. -" ' , " ,,.� ,�"r;, w " .� �� I., I ., ,,, �� ;� , , " , , , , 114, _�2,; -;, I ­­ ,� P --, f)A,,�!t-,, ,�'< , � o - , - ,.� 'I, I I " ,1 , � , , , � *�,,, -z 'y-,'�,�� 7 1,i"�17-,,',,,,, � ;\ ?f � ,,. �,�� '4� , � , ,, ,��4'1'il�_`,,�'11�, -� - i, ",, ,- , �: 'I"i."t i - ;� ,;4 A , - - - T�n� ",," 1 !�� �`­`,4"Z,F,� , - ., I � '��� , ,, -" , � �� , 1_31 " ' '�� '41'.�,�," . , , ,�,z � ,A *��, i�'­' -4, ­�­ , , , , � , , , , ,;"4"� � , I ",%-_ I ,�- ve'�AR--�-;F :,�;,'�",,""",, , I "I 11,OU ,,� �-, ", , , -� ,T"-; , 1, \ , 'k�," , , ,,, , , , _ - �.` � ,,;r ,,,�,�� ,,,� e�vgf�l"i�.,� --- ,-,,'�,�-,'.�;,,,�, I ,,�, , ,4�1',,z i �"�3, � :.�,,,-_,�V','�-g �1, ,, PROPOSED,THE BOTTOM OF CURB ELEVATION SHALL BE CALCULATED USING THE EXISTING PAVEMENT � W �,:,�', ,�,�". ,,,,%� � I .", , ,�I, , � I I , 11, i -t� ",�I ;­� , �,,%V,_ I" Ir , , , ,V "'I', ­,�,� M.'. ,"' 5�.,��­_�;i, 1, ,,, �, I , '! e \.;,�­­' , , , � ,,, -- , �-4- Ak i'A ,,,,�,�'��,',J,,",,,,�,,,e,k �V.�.'t;-�s,1 ,I�� ."', . I , 'y , " 'r ,,,,,,,��1, ,j .1 , �- , ,e. , " � ; ", ' '" 1 , ,5 'N * '�`i [�, I " '',4, ,­;,�,�.,,�',' , - , �,, , ­', , - " - �<, ,�,, ,,,�,'_,�, .,�,, , 11 _ I ,�','�, . , , ?�11 14 :*",�41 4;"4, � 7. EXCEPT WHERE OTHERWISE NOTED,WHERE NEW CONCRETE CURBING AND CURBED ISLANDS ARE I 11 Ir":U, I ­,W�­,,_ ,�� , 11- � �, F­;�..'-,R r- - ,,,'- � I , 11 : �,V,';,�,� � 11 0 � I��, )4' N11 � � � , " ' ' I � , 4 N -, �', , .�� ,�U,7�_,A - ,.�� , ffil NIIN, � I . , -- N � ,,, '"; , C ,� , �,_ � 4t, -I - -11,4,t,,.'., , , - \I` , ,, , � , _11�1111'14 , -,_,�� � ' ') ,� , � PAVEMENT AROUND THE PERIMETER OF EACH ISLAND SHALL BE GRADED SO THAT WATER IS NOT TRAPPED , A � , .IV- �-�� ;, " , " ,�I-,z-,, ""� I , I 't f-T, f�'_ ,,, 11 �,_', '� I - - � �" . Number Revision Description Revision Date � �,� ­4�..i, 0 ��,',,�, , � _,' 1,��'r., _ 4, " ,i, ,,,- I ,,��,-,, 1$ 13 ,,.--_z"- "I ,,;I­r;f� "41 " .'��, , ,� � I "�ik �y� , I AGAINST OR NEAR THE CURB,AND WILL FLOW FREELY TOWARDS THE NEAREST EXISTING OR PROPOSED IN FEDERAL,STATE,AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT. ­,�_,��,,, A 'r, ,�" ,-";,.y, ,��,�, "j" ,11 , ,1 �, V i� I -­g ��,;0�1 .4""X,r,'�" � , ,,, , ,� ,4 , ., ,�_, I I i."�, �, 1. 1, t-i,� I V - ". �� , � 1. ,!,� I , I kk",�,. . .� �� f, ,�� � , 1, � ,I ­,t_�,,�,,, 4'f­ ' ' ?� - )-�,, - , ­ , 'k�, " " �� , � , � , I i ".,Z, t,- , �," 1, '��A'�, I I I - � , , �,�,:J;'��; , ". ,��, I W, : ,�,, ,� �-Z�� & � _ , I , , , 1 � � N " ;­ 11 11� 1 . �, � . , I 11 I ", �,,, . - 1��.- _��-, ," " ,4. f 11 ,�_ '1.1"d, 11,�'T��I I,-, , :, � i" , ,., ''i .", , "., � 1 2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES,AND REMOVE SEDIMENT �". ��oj "�"I,�,,"';i"!", , , �- -41"', z � I I 1� JWII�" y , "" , -, , �Oj­ � , �`,�,M, 1 5101,4�: "�, �� �, ., . , , , -�," " - -�," �, "�'4'.". #7�'," tli�,�iZ,711,�" , �J"4''� �';_X"�"'-*_j"�'­ " ;e_t!e.r,),i,­11��r %�'..'­,�,X� � V , ,114C, 11�' , , , \ * ,4", �'",r�"'�� , - t i,j,"," �,_'�, - 't. " � 1 - r ��`,� 'r ��_, !�,%`�- 1� U. . , . � I 'k ,�', " , , 1, -, , ­.­ � 'XI", � "7..I I K 11- I �� Designed By Date Submitted � BACKFILL AROUND THE THE COMPLETED ISLAND SHALL BE CLEAN,GRANULAR FILL COMPACTED TO 95% - - 54 - 6�-w� , " "� ­ 'J,":IP: " """ ,T' "'� ,X�*­ ,",-4,�,,4 I�Ti`,� ' ,,w"'. �,'�., ' ", r �­ _"', I ­ �I � , , , I�,", , ,ill 7, k I, I �T,4 l�,," '­':,I'i� I I I ,:" , _,V ,_*1 I li,. ,i,-, " I - - " , , "!�� I 11 ;,�,j�� �-," _,), ,, I I -T - , , , " - ", ­', !, ,� , , 5", . 1 e -,,,,, , , i �k -, , ,%,,,�Pr- . , �r,­ ---Xi . , oo�,,­, "!'A'!, ��;�,;­ir�',,,,i"IA, � k _�� -� -."'O-w `�`_'4 , ,, �,���%'��. , , DOWNSTREAM INLET. EXISTING PAVEMENT SHALL BE SAWCUT AT THE LOCATION OF THE PROPOSED CURB. �`­.` ,,�,_��­; _,� , , � , - ,,, �,,., � �',�' "' p , � i',�, S . i I, ��j'�" 5, "_ri� �, .. .... . 0, , , , $1 �,J­�� 1- 1� , � �&t,J , . , ,- r ",­ I ,�, -i'�`��*�,-­ , , , %1, _ ��­ ,,,,, ­�,q,A��, , .,Z;� �,, �, TC 01/20/17 �' " '(4,,,�" " I,' , ,� I STANDARD PROCTOR DENSITY. NEW ASPHALT SHALL PROVIDED A SMOOTH TRANSITION TO EXISTING ��''- ,r';�- �,­�,�- �� , f '' 1� 0 ""'l, ��', , , I , , , , , ,�,,* - � -$ -, � , , , I THEREFROM ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT AND DI POSEOF V - .i ,,%.'t)l­�j: �,�-X' ,"1, . � " , r ,, �40 4,,""",::01'"Al - J� . I , , , I� 1',�..�f ,!_..'­" ­_,,"�jl I I , .,ej-- Cv! -.,i�ikk .,71"���,�,.1 I I�L,- I V,�1 5 I'' �. SEDIMENTS IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND � �"_','k�"':� ,';,t�,:t4 a�, ,,,,,";V, , . , ,,, �r,�,C ",� ,X, ."," - " r,, Y - �,.J,;,.`ik,A vz'� "'r, I � , A, ,I��,q'.i��' � , PAVEMENT TO REMAIN. AU I _ �11 1-� ­� - IiNll " - .�-,� �, I i" , _", ,!�:,�: 11T�,,�V-�.f ,"',�,'�'��, -, , ,,� ,­­�,'J , ' 'I .1 "J�,. ,,,�:��0 . " ,� � I IN Drawn By Date Created - -f�,,,, I , I.W. ""I I I , - ,� � " i, I , , I � ,,� ,� , -, ,t " , , __ 11 . .,Cl �., �,",��!,­� � , ,�� V,t�l '! �r," � ��\4 " A:, L7"01* T�11 � I , , I � �1. , ,�.,�, , k � 1, I, 1. . I -14.1 -, I t �, ,!�:� ", I 1,,'� " � , � . , k,,V I I � ,I _� Approved By scale �d"'­- � 1-�- � ",'z Y, ,:,'� . ,­O,��,.,,,, :.,h ��-t 1,�� I ;:.� k,,'i-�,,�-�,,­ I � - ��-' �,V, � , 1, %�;­,�� , -­,,,�,,�� �44'.� 1 r'. �-.r,--,,-,"%, � , PROTECTED AREAS. - .-T, v . ,­�,�,:'­ `_J�,,-_#",1�t­,'C',,! i� "-,�, ,V,P5,� " IV_1P1'1_1_1, . �, ,,, V I � , TC/LT 08/23/16 :,_4 _�, � W, ,,,,"I��,"'�',,, ',�", ", , , ,,, I I ,,;, * - _ � "': . I - � ,- � � 1,4 ", 1 , ,;�, � 'C", I I �` " , - - � I',�," -, " ��7:�,�" , - � 0 �, ",�,, ." ''r, ,-�F,�,-"-",o;,�_,& "" , , , A`!V,r� 11 - �-11171;,o ­­',�'e';�,� �� "',� �,��,�-i '. I�', , � ,,,� � ,��, , � , , , ,� � . , ���,,,�­ , , *f,Ar,y�--,P,,:,`,"'­�'xjf-,-,, �k li�� ) ,�,,,S,, I I � ,,, ��,,�,, , 'r � � ,, , , �� , I, , � I -SAWCUT LINES SHALL BE SEALED WHERE NEW PAVEMETN MEETS EX STING 1, � W ,� " , 11 ,, �,, , , _ � , � � " f,� t 'I " I ii�", " , . : , � , � "W-, - . -, I . ,, - PAVEMENT TO REMAIN. ,*1 .,w ,,� , , , '"" I !, �, ' ' , _ �, - , I ir , ,!� �;!" � ;,,,,,:,, - I , , I 1, , * - "�;., ,:O 1� , " % N ,� ,� ,� ....11 I ., ,* � , , ��. I-;,.,0 I,1,1:.,:'1' ., ­,?t,i`�� ��f ". z M , 'r � ,,�' *, _ -V, ,, -, ,.� s �p ,� 1,-, , , - \1 ,4 , , , : , I "I .1,I . I ,t , , -- ---�,,�,:, � , ��­x �­Orv�,'12, � r'.�,, 1?��,'��, I"��_i,I �'," ,,"�,'"i,. 8. ALL EXISTING CATCH BASINS AND DRYWELLS SHALL BE CLEANED OF SILT AND DEBRIS AT THE COMPLETION 3. CONTRACTOR SHLL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION �,� I 1.�T, I 1, A��." 4"I" , I ;"' ' , 1!0�:,: ��,:� " "" I , , ,7 , T . I ,%, -� , , , I I �, , , , 11. - ,. " I � ,..- , ­ , BG AS SHOWN 'f�; ,�';��;!G!. '', , . , ,nf4� I �. -,-I . � � . I Nt 3 -1,:A-A , , ,, , ,,44��w -1,, - I;" W " 1, I I , ',"� , ;, 4 _i�,;�:4,-,- .,�,,*: 1�. �,-I.- ,� 'If, client I � I - 1, Z, ,,4 ""I .Z, � � I . , �, I ,, , %. �A i , . , X 1� ,,, I , - �, N,�.01' "! - , - 11 ��.�1�1� �, , _�, , , �� ,".11��,��P.- SHALL NOT AFFECT REGULATORY PROTECTED AREAS,WHETHER SUCH SEDIMENTATION IS CAUSED BY ,,,,,, - I ­1 -I ;,?"1, , "', �,.E",i,.!.,��'ll'.1-�.:I;.��4,��'I, , 1�- I ,,�S,�­v ,� ' ,, �_­?" N v-,�,[:,,�`,. ,!� - , ,, " � 11 -a I - A. lk , 1,I I - <a��, ; ,, , , �� �.\ , �, , �� f", ,,,,,, " W ,�". ��Xll ., ;��.. - ,6A,,��� W , , � � ..c,�% Iq , f t N " , I 4 . I�,.�I - , � , ,,�,.,* - - -,, ­4 �\� � , . 0A I 11 - 4;�"­,:�,"�t.-',t,�� �, , . .�,,,,, , , _ z �. I A , �,�z'z 'i'!" OF CONSTRUCTION. - �� - �"'__. ,X t"I ,,v", ," " I I �-# ,( , , �, � , , " , , , . I - - - .I - I I "," - _ _ 14 ""AW �.*, - , , I ; -�,�,,,-" " "V�" �,, ,, "',�0­q,;�,,, %k'I e ,�,4 ,,, ,,�"��,,�i , WATER,WIND,OR DIRECT DEPOSIT. . '3` - . y �',�'��, ,,�,T�­,7 1; � ��_t" � , ' ' , ,�,� ,� ,� , - , �1111%'' . � 1 I V­ � " 1. ­11..I k - �t �', '.,, , � ,:; F 01 _Ikz J',�. -1., , '�, I ,� , .�', , ',,V�,��'-, ;,v­�. " �! -­­��c ", , - " * , , - ­, ,)4 , !.�, �', _, , � ,;t "�� ,* i�� -0, , ,, , 11 ,'x." �,�� '�, :, ,t�7, ",e, _�il�-�� " , ,-1 , I I , �r 7,�I' �',i jle,�� ­i , : , I THE ENCLAVES , � ., "�,�, -4," -�/��, ,� ". , . ,r�.?�W!�,', I � P " �� , �_,";, '� I �::,._, "�, � , � 0"F-1c ';�,�, - -, I , , ,�,v �,��,,_ .�� " , 'i I ,;,,,,, '4", , �',* f --,,, - '. ,r:-,, �� ,��, . ��, -� . ,k � I 1: oi',,,-��,,�k i�A,,,,"" v""", ... -�� i;,,�. f, ,, ,, , , , � ��, � �-^� _',*,, ' - , v A I ,�_:, �,'w,`%, - 15 ­ "� 111� ,�,�­ - , I � I , , - 4 , .,_V�l_-`�, " � ,,, 1-1i� " , �,,�,,,,�',, � ,, T " , � �� � , � ' 'I I - ,,,1. �, � � '_ , , , . , � , .�, " , , ,kq ��, I . ,: , � " , A�-�­­. - ;,%, ,� - ,,,��,�,-4 1 � _6 1�f ,..4'-,, ' 'i �­f-"*­,­T � , %��jr4 ,0,, " " � "' '."'�,, ' ' .. , ,,, � ­ 0 . 1, 9. THE CONTRACTOR SHALL 140TIFY APPROPRIATE UTILITIES 48 HOURS BEFORE EXCAVATION,CUTTING, I 1;1�i��,l ,,� ew i , �j ""�-,1-� - ,�� " , ii�, ,, ,� ,"'., ,v -��0, ,,��­,��f, 11 I n�____LL�� *.,.'�._,- -�"k"�, , , '­ 'N", � , �,�'­ I I �;,:: ,�4�,'h,,� . ,,,*,'�,, ,� � . � --,z 7�, ,I,,-,,�r � , I ,i I - I--1, ,�� I �,��,;,,� , I, -, , ,�,� ?,p , ,,, . n,'� '-r,,' r-" N �� , V, 56655 ROUTE 25 0 � , '" - " " - ,� , " r:"­V1 '. , , )J J , 0, �,,'_'T"77.qw,�?,r"A!�, _�V"�,,� - " +­.;�,-,_�; I I ,,,:' �',�� 48 HOURS BEFORE ANY S17E WORK IS BEGUN. '. ,, , I � I I ,�­: , )_ i�,t .,��,�K,, 4)4- 4", � :';`� , ,� �1, ��, ;" '! "AK77, ",,%� ,,, : ­­ , � �e�' � "r -�,- I , I �4 I" ,,���l . o'""'P�gr, "�. - � .,��111 I I , 14 , , 11 � - -f"", .__S--'�'�' " '�',�,,�.- '/,,�,�­ ,-, " � �, � T�X,%� I,-- , ­­ , , I , ­" - I , -7, , - e, , P�� - � 11 � 0'' 'r *. "I I - � I I I I I ,�11 - , "! ­� "te", , "' � " ;� '�- , ,� :;��1:'�t� 0 ":��, � ,n� -54�,� V ,� . �0 , 4 ,, , -� M � , I ;,, ( , " , I -�'! ,�, " 1'*,�-:",�,-,,',�,, r - , - �­ ' , 4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED i ,. 4E , "'"o ,� 4� � I,"" REMOVING,OR TAPPING INTO ANY EXISTING UTILITY SERVICE. THE TOWN OF SOUTHOLD SHALL BE NOTIFIED v,r, �r�-A- - , 4 " . A,�� " i . � I 11�13 ,w'ZN� � 't,. - w. . "." I ,��,-, ': �. i, Z, - , � ,7'e" - , �� 1 41 ,A'-�I,'-,!-- "" )� ,;�-<144 ,� � " , ­,��-­ ,­` , �, FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED,SEEDED,OR OTHERWISE STABILIZED TO PREVENT ��,)A"��,4,o�-�d­�A, -, , , �i:1,I ,A��Q 0 �� � . f4e! ,,"�;,i"0,,�,, 4�" ,, "Vi �I, ,I I I ,Iti. .",I" , N 11b , "Y " , , , z?,;',A,�'i jiO',V, � -A , � , ,_ ,� , �0, �11�,,,��t ,, EROSION. _frl�- -- 'N�­ , " % " " i, - �P' , SOUTHOLD, NY ,�.,�_ �, , N - I � I �� I , 1Q111- 1, Vlr"$' ��,�10,,, ," ,,,, , 00� I , A I t�,,�!�%,­ ,',"� Project 1 11-4. , �, , I�4 ­1 I I -, , '�\­ � ��,��,, , -1 fl, � 11.0 T� � i yt', '��'i"` ,,;;��'4 � '.1 ; , P i,�,� & ` , , ." .4,,,*,�.,� - e �, I ,A W�� �',� �,;�:,�� ,,�k �:,,,_�,,,'%,1,z*1 I �-P,4,,�,',��',',��',-*,,�i " " " � .,, '­4 ,,� I, 'I, �7 _1" 1 ­��14,7�,�,��, - " "-, �_�_A , ,�;" W", 4_1',�,,�-`- i, ­' " ," ­0 - 11 ��`.­�,s:" ki't�--";, , � __ I I , 5. __�, ,elg­ , e �, 4�, , , j,� 'P���"11�1#,4, ���, 1, :,�' �'gr�,,� I 10 ,�I: _�;, .., _%Q, , ,� .1 s­ , " ,,, , I . � � 11 .1��� ,11; � ,-�,,,j I I I I ',110� �, I� I, " 11z " �, "�V�,k` 11 I , ,V,I" , �'­ �- -_ UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER, I ,,, � tA I ,-��� -�.�,4:�`, �,�i , " V.:�T-"t,"" 14� ,e,`V��'O,:,�.��", ; ^,i,�'i;� ,�W ,i 4- " I �4�, ,��' I I , -, I�,% ��:', i _ , .,_', , .<*�,. � I� ., , r - � ��- ri�,Vq�z'-,J I , -f, i . ,11�,,O,�%�J,'-i4l_��I �� , "A�X_ - ELECTRIC AND TELECOMMJNICATION COMPANIES. GAS AND ELECTRIC SERVICE CONNECTIONS AND/OR �_, . � 11, ,, :, ,]_i�� ,N� "' ," , ­� , , �?-�,��,-��i:�,�,�,,,�,,-, I I ,�,�Oi�N _,�,!�, W� . .� - Irl- - ­ _�I� .�.�, , � ,�,, ,� 10. PRIVATE UTILITY POLES TO BE RELOCATED SHALL BE DONE WITH COORDINATION WITH THE APPROPRIATE , � , i ­A,W�'�� , I - I , , I - I � ;, ��'t 0�5 ��`- '��i--. , ,4-:-A�,.��& 4, ,� , ',� " , . 1_1� � 11, �- r?, , � I-,., ,,`�,,t_ , " ,,:,�O, �-,,��, ,� ,, i_ ". - , � � I�10 '1� , `4 , � ��It, , :1 ,;f: , - 4- ' , ' ', 'A ." � ��.. ,,�,;�� ,'­ �,­ , � ", ,;!, I �.,� "I . I 1-1 I ­ .I I r�,, �,,, , , ,w " 14 1 , � , 4"I�vl,� �v� , " �, , ,� - V �1,�71 1 , I __ ____ ­­­ , &,' .� .�4�� �,_�,'�A'44 A�' ,f�',t't - �, �, I ., , " ,, , e,,, ��' "' " .�.,i�,��!; ,�;�;,_,�,��!,:�,,,�.,�,,K 1 1 , r ,.� k­1" ." �.Xl�- . ,�, PROPOSED ELECTRICAL WRING SHALL BE UNDERGROUND. �­#r ,,, - ;�,"C', -'-,,- A,, ", 1E I '� .��, (I I , . - 11 1* ,",'­-t1Vz ( ;�', �, -- ;�,�,N, '1-";",r,� I �_'11 -, �� 11 ""I I �,�%-')'� ,, *, kA?A,,,01,-� , -,"' �, -1 , I , ,-;�-�T'-" �' * )�,;,,-- ri;k,,,�,,,'� � , �1 11 I 1, "I 1�, V;,,,­,'A;,-,,,-,k _�� 1-1;1 -, , I , 1, , , � , - , , - e , � - I I , , ` ,;,� ;. , I � -, I - I , ,;'e, , � �,,, o,,�, ,iy- -` �. ! 1)4 I'll ,Ir_ , ,,rl"'-f ,' -�N' - . - � 14 1,,il��,,�I,el", 11 ­,�� ­,� ,T�".,,� � - � �,i iwl_�, "Ic - t , i;,�,., "" . N."A , , -�k,�,�,,,�,-, 1, - ", , �, - 1, I , , t;�; ". , 4 ,J7�1_14r jl'�,,j' " 14 �,,*,'* 11 I -­ I . - � � 1�'11 I " A- ,,,, ' ' �1, � �k , -A � X V, FJAN 9 2023 , �"t" ,� . ,I�_*_ , �, . ,y �0 , ", _� "it ,0;- , . - � , 'kW,.�,,,, ls',' -A , , �i: - , I I -Z��t-,;,�5 --1. '14V , ,��_ T, , . 2 , , , r,�� ­ ". 4 __1 �, ___ i � � ;� I I CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT AND �� ��'� "R_��5 ,� , , . , 10 �ki . - I � _!Pl-,��r,.��v, ;'lk,U�., : , ,�.!V, � p , ,,��v ", �v . , , �, -,a ,7,,9,,,,, . �# , _-i�'.14 IP� I I C�K.�,­� ,,11 ` �,e 1, � §- 'A -t,�, ,�-��,�,� 'Z--_1 � - _! , � DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS. A ,- 13�,. i� 11�'' I �,���,,,�,;,"I � , , I , 'i - 1�1 c ".:4� A`*"'�, .�.. ,Tt, SERVICE ABANDONMENTS SHALL BE COORDINATED WITH LIPA/NATIONAL GRID. WHERE FEASIBLE, ,� - 'y,,�, � I - RECEIVED �' , I � t , � t _. - _ ,/5' . I,., , ,M� " .! �', . I. '. ., - , �; ., _,�,,p , kfii�, I I ", ,,,� ,� , . - - ", I I - - , , � k;­ '' ' ' :��' ,�," I .��, " � f � 'A", -,,� 11. ALL CONNECTING DRAINAGE PIPING SHALL BE 12"RCP UNLESS OTHERWISE SHOWN ON THE PLAN. . I , I -,��'- '*- 'J 1�1,41 '� �,,, _'r­ ­*­­­ -- " - ; , ", , A-�� ,,,-,�,`�',,,: _� I " " - , . , "; ,�, , 'tl, �v .""t _ I OP _'V, - .�,,"Cwt- �N� , ;Oew' ��' ,,��,Z,i�lk� ". " �� � , �i C, - , � 4��'­11 1 >1 SITE PLAN I _ ,, ,,��,�, J 1 ,­4 " (.:o "� I " A, 1 _1 -4,,�,;o,,,'.'1_ ' 1 1 ,I, "", ��­_, - 11,� "I I I �, "�� , i:�_110 _, 11 ;� . , , ­11 11) ,NT?i;���'11�1'1'�11�'.,Aj 1� bou 101 oWn � � ,,�;471�n',_ " ""'""f, I 0 , -I I" , " , I��,­1 , ,", �%'� �, -­14 i ,,, I, � 7F'­"7-._T-­,-,­_. , - ­,, .R, -7,--,-- � I 1;' ,�, ,,,'% , ,� "- ,�, r , -I. I-, I f,�'a, -4 ,' " , I �� 11 ,� , I , 4 4 - k,x.�, �� , _1� I'll, __- 7-7� 7,��1, ­­1;11­­ "".-,I�:�,11,1-7,7--,7,-.-wc�.7-�'. I I . ,,, , . � ",,, � 1� R'. �.:e, "�r - ""." ,,, � I ., a - I - 1�. 11 I ­­ - � I ,,,, - I 'W1 V 1� , , 11 r_ .�� .� .� -, - 1� C.'i - , � - ­r ­F DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE I . :,`,'� . `�1�,.i ,, , ,:," , " - , 1�,� ," �" :i� - ;�?"�' ­ '�,41-�' ,'�J' " _ �W­& ­­��Vz­ - , - 1;� ,fiz:l,1rV11 � ��� , :, � , ,�A , 7. 1, � ,.,� � , L -- - ___ _.__J , - , , , " , , , �,�, - , :�.� , " 5 __ " X* , 7. ,\,,,.4;�",w;'t , � , ,� - � 7, , I , , , - %,�. �5L 11*1', , N, ,, 17� , �� � ,.��� " I ,.�,', 11 . 41 114 -, � 11 - Alf ,zz�".��­��, , ­ ;� , � .� � I . " � , � , - 12. DISPOSED OF IN ACCORDANCE WITH LOCAL TOWN,COUNTY,STATE AND FEDERAL LAWS AND APPLICABLE I 1'� � � � �77 _10-_� I , , V � N I 11>��I- f, ,�,:�'r " , ;out� d T , ., � � . , ,�,,, "� , . i , , , ,�� t Planning Board � � �t�'! " -�,. 1 tl� � , , :, . I I I I , *e�l ,-1 "I �,�;_;­,F­;,,�,;,��1�4., , 4 , 1,,,',�� ""i, - � � , �_ -� I ill; �,�, , - "'? �,_'11 ,�� �' X, 'k, , i � : , vI I .1 1,� , �� : I . r . .�, I \"�11� Gt�!;i , , , " """', &I. �� 11 ��,,�, , r 1.4 ­­, " �.," �,Ak it, I I . CODES. 1 4­� , �r . 1 t�," �� � ".1 _� - I I � . 1,,v I � , % '. 7 1�,I'-'. I -I � 1, "I . 44,44'!- �_ ��.Ai, " I ��, . I I I , I . - ':11 ,. , " I ; - I I ", I I ­_ I .A I �, .", "4, , W � � I I _117K, I ft . I , ­_',L ... - I I I I_r . 1.X11­ I , , Z",J",#'.,�­w - " '� " I,- I N : ��` , .,"4_ , ". '70 , ,, I 1J '2 All] ,�' - I 11 " � '1__ , I, I I . ., ,�' � , , ,� 4"?��, � . .� , ,��, , 44 ,���V - '! �� ,JR,-�d"�,t,,,'Y,� .1 :, ; !'' I 17.:;Z77 r-­ , � I - 11 � � I �;� � I , ��_, , I ,�!t�,,�, , - , � . vr,�, - , �,61 ,.� �- I -i"."I'll, z ". � . �. � . '. , li"A I',, 1: I � - : I— , ' t , 11 �­, , , `" ­ ,�f" I "I', 1 -"T, ,,, �11 41r" ;�­,�V�1�111 - -". - ,k'i�ff-, " I �� ' , - -wir - ,," �, Ir 1��4 ,N� - ,, ,, I -1-__1_­� 11 :�' W", �" � � �x , !z.-,, ,�, �?;;,k,,:�: ,, Project Address: � 7=777 , 11 .1 Rn �'i � , ,_� �', . - 4'' I �?,,J I "i,�� _. 0 , , I I ­09- �­., ,�,_ ,��,,` " I I 1�1�11 1, I 11 -17��',�,j,'_�-'jft 11 � ­.1 Z,1� - " , -, `�`Fo�, , , �, 06-,k :�-V#_,O�,,� , -, � ,;,� .�_,�, I I��,, � ,1�;, ,, At"';1 I . I 1 4 , , � � -z I I �jz ,� . �I � I , - - ) Ile I I , , I'i "1, '-O',DUCTILE IRON PIPE IS REQUIRED. I '. I - �_,*� t'� .,? "� :%, of'. . , I� , I I .. ., 1� I "I"I , .��, I 4, , �, 'If , I � I I 1� , . I I " ,4 �t' 0� , 1 4 1� �,-,,k ��kil '�*;-�f �,�,w 111C 1,11 I.,� , ." ,VV,;4q , �, , 1 - �1:117, �� , � � A % #X,i:,�,� 41% '.'- I , I ,,_ .,�,�, I . 1. "I;P,,�,4; I 11 I 1< ., I I , ,�,�- , 11...��111 ;11 I 11 , I 'I , � I . 4 , �,� . -11 ; -�­; , � WHERE SEWER PIPE COVER IS LESS THAN 4 : I , o, ,- "�­�-�,� "' � , , � I I � , I I � ,� �. ,:4 , , I 14, "��" "I - ,� - '�­ '_ - - � �;,,r � r, i� 'i, 1�, �*�.,, , 1:,�', ,� ;''5 , , , IK" F�,;,� ,,� ,^� 13. ALL SANITARY SEWER PIP14G SHALL BE DR-18 PVC OR EQUAL UNLESS OTHERWISE NOTED ON THE PLAN. . " I I ;.�,� ,, \ � ;41" 7._.3,,Av� '.� I , i�l I I I ,., , , i V A'V".1, t ', ,,,, - I � - ." - , , I � 56655 ROUTE 25 , r�:, ,,, ,e,,7r*z , , r �11,I I I �, � �'! I ." -- I , , , ,-,I I " ,,, � " I � 00 "'o " ' ' , , " -�, � - , V ,,�,�,.,;" � -,,,, lor ''.,,:M4 1 'g-; .. i'l J I 1� ��,�."�,,­�A­'_ 'y _M,� I � ,­ I I -, ., , i I I , I - I � , . I _�4v&"�'il�;,r, I ,,� - ,;,:"?� I ,"'I, " - ,'� �',�,, "�,I- V.,­,.� ,� I " , ,. 't�:,& ­', ,� ��i-,',r'. , ,�F'-. � * �", " ,�,, , . 1- � , -�' , ., ;,i �, " , ,1-`4* " i I 1_�.�, - �11141)_,_,V,1_111 I I, , I , I �� i �,­I ,,� "" , , - , � '* - . ,�- ",,,".�fl,�_;�! ,� _,i"!:,� ,,-t -� I � � "INk, 11 k�:,�-#-, 'e "'.. ­ .1 1,�t , : I I'll, . I , - 7�,-,� I ,\IV _11,1. �,q,o'."­, :, :,:., :1 t , - 4 1� ­ I I -,,a ­�, Nut V�,�,, j,,- .,P1." 11% ,% '. , I I ,.�, , . . 4'"' \�A- , "',""I�� SUFFOLK COUNTY, NEW YORK , '. - , , , , N i 0 1 , AL_11 * -` , A , ��, - ", :�,v��, " - . DIMENSIONS AT TRANSFORMER AND GENERATOR PADS. xw-�_' , , �,,­,��v4f)"�, , *�X,,, ,,�:� "; 4_ ,�N �� % f""'::r ,� , �1111�,.�, I 1 11 _'� I I . .�,��i,,,,<,-t , -, ; , ,�;, , .� �'11 "I'g, ,-,, I 't_wl�� - I I 'I, ­ "� .� ,,�, ,�, ; ''I I I r , _�;� , ,,r�, I -" I I, - ,�. ", ,*, "I - 2 ,?!PX AV : X-.'�11, , � � t'�.A %�1. 11 )�,! .1, * , , , "It 56655 ROUTE 25 ;.2 A� �, - ', , � *1 " �k�:��, I , 1 11-1 , � , -4d ti� 6 ..,,, ,� , �N . , �_ , , -, i� .Z"�, , I I . 4 ,­_�'�, , _!,, ,� , - � � "�;,5 " ;1 r�i,,� 0Z , "I 111;_',kn,�, , � "',"' I , , �-,' � 1 4 '0 I - �1 , I :W_��_," kv >�� � , ,!r va, "� �',,, '0 'k,," . 14. REFER TO LIPA STANDARD SHEETS FOR PROTECTIVE BOLLARD SIZES,REQUIRED SETBACKS AND OTHER SITE: THE ENCLAVES n f.4-.--- ,,, � I , i\ _�,I � �.�14�i­,71� 1� ,k � i " , I il 1( I �"', ,- -,, , , i , , I I 1-_.,11 " . -"'t, . 'e", , , V"! �,,�t�V�1111��'. X�`_1 County Tax Map Number: Contract Number. , , , ! 11-, ,(,e.�`,_ ,".". " I I , I , "" I__1' --4,,�-1 1 1 " . _r_ ,�,,� T%',t;k"1 , '" � I I ��11% 11 �" ,, � I * �, , : , - F ,I, I ;,- i��,,, ,�" . , , , � - � I � �11 4", .� � , ,W ,W,,�, , I -�­ jll*�'�;'x',�',O­zi.- ­ � . ­ . , V�,,-.Ii"- , , ,,,�,j,,, I % I I � , � ;P , - IS, .el" 1%, ., - ," -_ "P ,4 1-1* I i, ,., - '' ­ V I 1, ,�1'1,i� - 11 - 1000-63-3-15 , �" "I , , " - , . �11 , � , �,,, , ­1 1 , ," � I 0")qtN,,,,,,,,,, " I I ,� - - , "" I I, 1,,­� I . �. Z, '. " Z;ie,��Ik;�;�', )�, I �, _1 il'. , ,_ ,4�, I V I , �� , I I - �r ,," ,4""'�,`:t,". , � - i'l , I ,�" " ��,,� 1;t I """ ­." � , z . , ,, , j,I ,"t, , , ; --,V t,Z,;,�- I , V�,, - � 15. WATER MAIN TAPS,INCLUDING TAPPING PERMITS AND FEES,METER REQUIREMENTS,ETC.,SHALL BE N.,,, �, ��, �� ".I I ,�'1 ,,f" � � - t� il, . , , , "': I , , - , , I'— I I I,,,,, 4" , ,4 ,. I I I" COORDINATED WITH THE SUFFOLK COUNTY WATER AUTHORITY. . i i,# , � + I I—, I , , T ," lf �` - , il,C,,�', , ,� ," 11,��'�," , - -4 I,r,,�-1 I 'i . _ I . , -, , ��, . ��­ Regulatory Reference Number: - ," . wj�, - , 4 V�'111'"A. I-A -, X\ _�`, , , -1. ?, � I I , I I - ,1' r . � _k � "i r,��'.__.", - I 11 .1 . '.� � , � 1, 1, I , ,­ " I Ir 51 I ­ I ­-%�� i .1, t� I , I �0- , 11", "-,� . ,- " 1. I .. 'C'-, � '. I , . , �,��', � , .. I � "�, 4" - ,� �, W407 17��,1�1:I *�-!� ,",_ I "", � ,�, e - �,,�i%� , r '� Z�,� _�,�­,,�, Ii,4.� ;,"A" I 1 , _- , ,� I 7�, �� � ,��_ , , ,_1 I - �:, , 'J" '�� ,-r, , - SCTM#: 1000-63-3-15 , ,, ,�, � . t I A 0 ir"'.4, .� I N,,,,, ,' , , I Z:" I - � ,& , � N� , �, � f 1 4�,,,�",.­ � , ,� ,": � ,, -, 1 ,- - --- ")� �,,,:�,t��,�W'� ?., , ,,,�;,- ,��, ,4 J_i, I I �1' . "Ilk I 1-1,I -" z I IV ;��_;,�, I , ­� I � I -, ."�­ � �, "'. _�, " 'illl.'2��,]:. "I 'r 16. EXISTING WATER,SEWER AND OTHER CASTINGS DISTURBED DURING WORK SHALL BE ADJUSTED TO GRADE . t i _���* I , � k , � ­� . I �,El"��,& _',*7 , , 111�, �,,, -, ­�",k, 11 � . -, � � _-, � 19, ':� . LOT AREA: 6.75 ACRES . :j�,, If"V. I ,,, � I ,� � * I, . � ��" r I , ,V �,­',,, 11 .,­ "I " I I ­ I � ,,��,,;_, - - , .1 - ." , ,* � _S I , , ,��;"v, t � - " ?� t , �*,-1� ,". .., 11 -1 I '� _� '' .1-A - " - , -, , " I .. 1,, � 1,"­�,vP , - ,",1,". _111� , - - - , � �­­ ­ -,� ,qz .��` ;�Tlyl%� I 1_�:_, I.1� I "I �, . � i",- .,i f-SR, ,;�­wo - -- "", " �' �Or,-�,, '4,,,Z, % , - - .1, ", �'" , ,�, ;;�.;�,- -4� �,%,,,, , It"ll-'I", I 'd .,�, .'�, " -j,�A,, I . , I I , I , '��, 16'' _,:;`, �*�' ' �, '. I �� - N , "� , Title of Drawing: , V AS REQUIRED, 1% ,,, �7,__,�7il� y I ;!, - � , � 'I - , �, �"I" , �, 11 � - ,,,,k� " , . 0 I I " I I 1, I ,-k ," _,�, - I I -,,, . I " 1� , " ,� , r"­-*11"', , �_,,�� I- I I ,^ , -1� ' ' I � , 1\ 'Y i'��,'!'�, " C�11 , " , I ",I� I W:1 , I'll "4, I ," , I I- ,P�.i�,�,�, ktg , .-., �,,, k � zl�1�� �_, �A , I , � . I . I I I I 1. T� " V�,,,�- �' , I 11 'r ... , , I`��__ ,. 11 , - -A, I � . \' V'J"', ­ , , � 4 ,�, ,��,�;� , , I , 31-1", '', ,.��'v - -, � ',�V,�" -,, ,k�' I ,7;.�,��--- , - . , ­ I­­ ,I�F�',- , .-,'�;,.-, , -,A-',:��. - �­ 1. , , ", , ,, � �,,, 1 17. ALL PROPOSED DRYWELLS SHALL BE PRECAST,WITH PRECAST OPENINGS FOR DRAINAGE PIPE AND SHALL ZONE: HB- HAMLET BUSINESS t, I I , k I 4 11 k, ,�J� I - � ,,, ,� "'e, I � ' , , " �� :1�� ;�_Z_'_ � , I , , , I � k ,,�, , '1� � 1� I �, , I - ��. , - ,,, , , ­�; - . " , , .� I ,4�� 1, I ,,,4�� -, I I , 'I " � �� ", A,i " I'll A, � . ,��, , I" ", , I , , � , :!, �"" 4, �, I I *1 ,,, 't�� � 14�.­ �'f,-�.v ,,�� I ��,,\ I � "? ,, I � ."��', I � � I I �,,, , �'. - I , � ", �' , -- �e . �% � ., I - '. I � *&_' I I - . �� . � � , ,',�� -11 N I ,�k",� ,� i i ,,,,, I I - , " , N a t� - �,�,� , . � i� , -, - '' \ I ��_ �� '' _1� ,�', "- ,� , ,�, � , I " � , '' A, 1. � , 1�,��_ 1, �,­' .. , 'IV. wa-�,, k IV -, � ,1-' �,- , �4 ,-I', I " , , ` I , -I, CONFORM TO SUFFOLK COUNTY STANDARDS. I ,­� " 1� I , I __ ", '. , ,_ V r ; I �� , - � " . � .11 , - - � -�� I I _�, �;��ve'n­,�,V,�' e %. xe, O� I - � I , 9 110 I , , ��'�, 11, 'It-e. T�- , 07�,,, - - ��,,�-,4- �..�,�,I' ,]"""" REQUIRED PROPOSED W/EVENT SPACE I .1- 1i I i �, -� % ,�, , I .k,�I , _�*.'� I I � ,:T,7,;­�, ,._ -, "', . , ", , ," , �, -� V., I ., 1. �� , , - ­ I I -�- , �iI�,, -," ,,,,.� � 'r �7t�I " . ,,,�;,.�,, �t�, ,,,, , , I - - -e "I �6� - , '_ ,�, ­1� ,:� - ,r�,,� ..�.� '.'' ,,,�;��! ,; � - , " . ,�i, , 11 ,f, . I I 41 1�i�­Jo ,��,-,�, �, � , .�"T �',,� ��_ 1_� , - , , � � - - , , - ,. � ;,: .�­ 1.0 �- I . . I .'�' , I?" � , .',.� _!� 11�r. . I �1? I— .11, 0 1�!R_ ef,­­­ ­ , , I , 4 , , _ 1�; .1 ,�:,", �� .1-14- .;"V �V. , - � K4 � ,1 1114.1 111111 I- I , , � , ,.!�k ,,� � � , ,­0�,�'I - ,,,�''�`, ,1,­,4�-%,:t� , , ,,, p 'Q��,�� , , 1k,­,J,,' � ,­`, ;��4 - . I . I � 00w"1­710, I ,, t SITE PLAN �C' k �`1 �L_1_1 I _�, � _'. " ,,, ��, " t� , ,� , �, . - P , ,_ I ­ . _,V � �T��i ',,'- "-"!."'_,,�"T �­ � fi� � -, .� i� 7-1 ,-7-,--- -- I -­­ 1�1' :, - - , , , � , �,��,,�,>_ - �" , " , I ... -71 ----7­17� ; I I ,� ; 4;�� � I �,�.�, � , �� ­­.- 1* "T1 11� � ,��-1 -.ie� 1� , , , I --",.,��­�­f-��7, ,;��el��I I I , X_ , �,I- � jf,'�)'." �, � �k 11�1, _'f,,,,� ,,�, . I , ,�! ,�, , ,, , , . ,­77' 1 il , , -, ".I� , . ,�""d', ..,�.: � '' ��. , "I �1 I I �, 11 I I , � 11 , ,, 11 ,e,;�� , " ,�,ft ,,,, t , �,, ­.,!� P_ ,, , � T , � MIN.LOT SIZE 20,000 SQ.FT. 294,202 SQ.FT. 294,202 SQ.FT � � � I ! , , , " I , I �, � I I I I� � � , , ,� , I I , , - -, "': ,,, , , " , " ,5" , � , .­,�. ,�� I - , � . , , I , ,> . '. � I I - � I, "; ' ' -- It , 11_;:1. --11 I , "M- q,',!r,ii, , 1 , "' � , �f �� I ! 1 1 "I . �­ , i,� ,��,�,,, ,�,­ � - I I I ", I �_ V , I " A �q ��l . ,O "��­�" ,�� � I 1 , A �: 1, I V 11,,, ,f , , I I .�, "4_, ,,�-�Ipql, "j, ­�:�.'r,��,`K ,I, i . - , .,��� , , , , _� ,:",i - t ,!� ' �: i�,- I ,,�, I 11 I : MIN.LOT WIDTH 60' 190.66' 190.66' i)�,\4!t­ ,� \\� , X, �I , - �, , , 1, ­ - -'-' --, 5 - 1, , , 1� -1 I - �, ,; �,�P -t ,, "- � I P, I I I - .. . ,�r 11-:� I , , --� . - -, I , N , , ' 'I. . , � I � � 1, . � :­,�­,', �,o,' , ,,, ,7, - I...;��,_, 11 - ,�,,- '' , '"" _�-,,k­,",*­0�16­ C GENERAL NOTES 1 . , t � .� - " 'r., 'i' ' �,_ X" . , ", , f � - Y 'A i , - I �,! I I � I 11 I", t'_.. � � � 'V­ - -.V .� V, ,� Z�N� I .1�'Ili 51$1,11 " I " 11, .-e " - !:�,� __ , - I 11�', - "r, ,- �: 'k� . � :i � I I I ,, -7�_ 1 ­�� �, "... i - , �: '� �,'�l ,,,,:�; ' I 11 MIN.LOT DEPTH 109 928.03' 928.03' :", oo,, - :_,-_�, , , ,� 2, 4� . .7� , ;� I I I � ; - "I" , , �1�,, , , 11 i , . �� A i � ' 1�ie� �1 'in ,�e ,�, , � i��,�4__ , _-L I I - � ,17. ," , ��; , ,�, - ,,, I I �I . ...�� � ,�� I I I : ��-, _ - ��,� I ,.. , _1 . 'T_4�,'�' -�/ - , �0% , ,�P.2��" i;* , - � . � �� 1� � , �!­­'­ �11­t4l �1� .I-I �� N, � _-N 1, 1'�­, I* I , (,%� '. 1, vIrAlf" ,��Al;or"-;�, � �. , I __ , ­_11.1­1 t -�";,, . .,". ilp,�1,- - - �' , . '. , ,.� .­: .�__ � -------,L MIN.FRONT YARD 15' 17.16' 17.16' , , I -., � I rV,r,!F,�!,_­_. . .. �V,!," - , -'., I:5� ..%k' 11 I " " 'W11 4, I I 11 1, % -, � , �y;,�Y,-I yt ,t� �,�':V�i, _­7 ,,, ,,,�� , , �V ,�,'­1 I I I ,J� . ,,,� -". ­�, * �R 4 11 I 1�11;� -r,f,� "-; '*"�` ­11-1­ ,;k­ , I I % � . I 1�,, - -_ ,�!��� e � 'i'm,11� . I � - ,, 1. I � " ,�, ,e 1 $4" - I � I MIN.SIDE YARD 10, 32.0' 32.0' 1 il--� ':.-"', IF �_ '.4 I 11 , . .'11,� 1, � "', � urvey Notes , � C�_' T 1�1­"I 11 �, , �. N " 1, I ­1 ­ I I 11; ­` I yve �-_Ie"�`_i'le,�-,I­ .- , -1 I fl� ,e , , "' , ''. , �,' *� ''�, ',�,,,­_ .. ." , , 0 IN I _� , - ,�k, W ,��,�, % , " � , ; ;. � -,"' , � �­ , f .� � , P 7":,� -, ,i� 0 ,�', 1 '7N 1 1 " I ;, 'i ."-kt,,�z " � 47 --"",��N;N, X ,�e�t, , *'.. ,­J�.,-," I """" I-I-. . �1" , I, , �, , �I I I j",,,,, ,�,� ,�4 , " e-L I T� , "� ,�� 1 - � . ,,-,�!!� ,,," , 0 ,,,�7,�"��:i� , "4 I 11 . 1, I I . I "'. ��'�e 1; 'i, � 4% �14,� - , � I L 11. - I " 'm .1, - �,�,. ­1�1"Ill I':-,N;�:F::, � . I �,� " - ., -, '"' r' ' I ! .,v��;4,tw"r I- ,�� 0, ��.ftk,�, " , � I " - ­_t;,�'�­ � _. *�11-* 1�* I,X: %��,,4 ­�­?Iml ' ' , , "'.. � 1. 'k �,1h, " ,.,5"a� � ,,�'16,i_:�1.1, le I I�-,., I'�, I f�r ��11,", 6,1 ,'� , I_ -OT - T ,,,,:,�,`�,',A��,,�. " 4 ,,,�,,%��:,1,�"'; � -!,�,�;k-e-,,�,, , I "I..4�,� 6 -,--, :_ , 4 ,,� � ,,, , , MIN.BOTH SIDE YARDS 25' 80.66' 80.66' "I I ,, , , , 4., " ,,,\�, I�kk_'� '� 4 , , � 0 "�'!�, 'ei� � , -I r11- - 1 r," k, " , MIN.REAR YARD 25' 153.83' 153.83' 11 11 ,� "�',, , ,, �: �4� 1 �" ft _0 7 �,, - '' r � , "- - "-I 11,� il .k.,�f,F . �­ . " ;/� 1 ;4"�� "-,". � ' ',, ,I I I " ,� - I , i��, ,",�,�,,�,,,, �K I ," a ,- " '� ,i ,�A� - I � , "'C' -,-,,� . , I I .. 411�:" , . � I I 11 I �� �11 11��P;r 01� I ,� . ,i_� et , 0� , e �� 4 , .; MIN.LANDSCAPE AREA 25% 58.62% 56.3% ­ ,t't, ",rill � � �e IV-, ��;�"JIT, '; � ko , �1 �,C""k :"�k . - 11 1121 I i� '!�� (,- I -I ,�, ", � f��,, , �-A,­V, � 11 - , 10�1 �� ,,�t"A� , - � ,- I 1xi-11.1-1 " I", I I - - � �*�Vz,_7,�,��,',,""r� -" , ­ I "��,'? . '. '1"�,�e',­ � ,R ,,,:"�. ,­ �A��­,;,;�� It ,-, �'4 ,", :1, , "", V 1.�," , 4, , V>7 .;;rrTV10R­ ,,k',-�".,7",r,!"��:�""-�,,� _.-%-'A,',,,�­A�V'1�- , ',.11 I- . , , 9� "�� 11 " . �q.'_, ,�,;,I .. . DATED:MARCH 28,2006-LAST UPDATED:JULY 6,2015 --� I I- �,! .. , , _ , 11 r ,,, A I-4,-, I-C, .��1�1. , "`:" -­,,-;4 , , %e. ,�,%" " ­1,,� . .. Drawing Number. - �,; __­ ; I I - �, - , 7, .I - ,� 17 � .. .. - , , "'�.' 'r \�, ;��i I , ., , �­ � . I , ." 1� I I " "', , , __ " � , . t� , N 4_% 11 11 - ,,(:,��, � X, ,* �, I -, I ,�r2, , - , *4- �nv , � , , k ­ -1 'r , - � ,� �_-I:", ::"� ,- -Z' I, " � ; , " I 1. SURVEY PREPARED BY JOHN MINTO SURVEYOR,93 SMITHTOWN BOULEVARD,SMITHTOWN,NY I�N 11 ,Mi�.�-- ,�` , , 4-�, t"t"_ MAX LOT COVERAGE 40% 16.3% 18.6% ,4, \ ; <2��, k� , ,,,� , � 10OV-0�Irn 1r_%_, -�� ,* ��" . It-, 11 �,;,�,,,,.�R 4,.:",`,"\ , I " er". - ,, , y r1V \1 � �' ",� -Vo? pi ,"�i`, _,�11,�,�,A 1,"I , - _� tv��W,�e- , i�" i '. � , I I y,,,;��_,� ��- I I ,�'," "4q�,,V,�,�,,,'�m�� , 1, , I, 1-1� , I - �.., '^11, . . 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I ii.5i Unauthorized alteration or addition z F to this drawing and related documents AVG1601 NYSDOT CASE NUMBER 97500 Is a violation of Section 7209 d!;E N C-)0 1 1 ofthe ew York State Education Law 31� . . 2 1 1 1 1 1 S - i 1 1 .,:vsiw;•n-n. rk..i:a..:.w .drass.awua;" �. �,:as�,.�.a�s,a -:wa.:...u :::�a,F "''.aa. �=sa. �So x o -:d.�u;;:va..ci -_ Existing Proposed Notes Existing Proposed Notes . Existing Proposed . Notes Existing Proposed Notes, Political and Property Boundaries Topographic Features Utility Features 6"RD — - - - - — - - - - --- PROPERTY LINE;RIGHT-OF-WAY LINE 14 — — 14 MINOR CONTOURS ---•-•••-•---.... RD ---------"-"- ROOF DRAINAGE BC BC BOTTOM OF CURB . -�� INTERIOR PROPERTY LINE -----"--. --"----"- 20 ..........-.... -------" 20 MAJOR CONTOURS - — DRAINAGE BW BW BOTTOM OF WALL ———————— ———————— BUILDING SETBACK LINE — —— —— —— — RIDGELINE --------"----------- LID -- -------- LID UNDERDRAINAGE RIDGE LINE GATV CAN CABLE TELEVISION Strategic Environmental and Engineering Solutions - - - ............. ------ EASEMENT TOPOFSLOPE TOP OF SLOPE FD FD FRENCH DRAINAGE GB CB CATCH BASIN WETLAND FLAGGING BOTTOM OF SLOPE BOTTOM OF SLOPE ..-...--.......................I 6"S ..:_..._._..................... 6"S SANITARY SEWERAGE CO CO CLEANOUT - ® m ® • LIMITS OF CONSTRUCTION/DISTURBANCE FM FM FORCE MAIN EL,123.45 + EL.123.45 EL.123.45 + EL.123.45 SPOT ELEVATION D D DRAINAGE — - - - - — MATCHLINE •'� ._.._..____._..__._..w_._�_..._...-__.._ 12"W WATER MAIN TC 123.45 TC 123.45 DMH DMH DRAINAGE MANHOLE 630 Johnson Avenue. . Suite 7 BC 122.95 \ BC 122.95 TOP and BOTTOM of CURB ELEVATION 2"DtV 2"DW DOMESTIC WATER SERVICE Bohemia . NY . 11716-2618 Curb and Pavement Dw Dw DRYWELL...........-.........................6"FP................_.................... 6"FP FIRE PROTECTION SERVICE Phone: 631 589-6353 . Fax: 631 589-8705 TW 123,45 TW 123.45 TOP and BOTTOM of WALL ELEVATION EBX EBX ELECTRIC BOX E-mail: INFO@PWGROSSER.COM = CONCRETE CURB TO BE REMOVED BW 113,45 BW 113.45 G G NATURAL GAS CONCRETE CURB _.___—___._._ OE .___�__.._. OE OVERHEAD WIRE EMH EMH ELECTRIC MANHOLE CONSULTANTS Drainage Elements EX EX EXISTING PAVEMENT TO BE REMOVED g E E ELECTRIC POWERLINE 12 FA FA FIRE ALARM EDGE OF PAVEMENT EXDW A-1 DW A-1 _.... _._.___.____.. T ......_. ._�_._. T TELECOMMUNICATION PRA1--5.4 DRAINAGE STRUCTURE LABEL RlV 1 0.43 RIM 13.43 FOG FOC FIBER OPTIC CABLE FD FD FRENCH DRAIN ———————— SAWCUT LINE INV 130.43(N) INV 130.43(N) NEW PAVEMENT TRENCH DRAIN ......_..........._..............._.CATV...........................___._ ATV CABLE TELEVISION FM FM FORCE MAIN FA FA FIRE ALARM FOG FOC FIBER OPTIC CABLE 4 0 OO DRAINAGE MANHOLE with GRATE INLET """""'"""""". TRF........-......— - TRF TRAFFIC WIRING FP FP FIRE PROTECTION SERVICE / HEAVY DUTY PAVEMENT - H YD Wy FIRE HYDRANT G G GAS Building and Elements Q DMH ® O DRAINAGE MANHOLE with SOLID COVER C7 WV WATER VALVE GV GV GAS VALVE uV HYD HYD HYDRANT BUILDING TO BE REMOVED f""J r(I�l ® ® CATCH BASIN with CURB INLET 0 GV DQ GAS VALVE ICV ICV IRRIGATION CONTROL VALVE CB Lz11�11� / BUILDING �^ 0 O ELECTRIC MANHOLE INV INV INVERT C� O O DRYWELL with GRATE INLET � -o- UTILITY POLE LA LA LANDSCAPE r , (_4D CONCRETE TO BE REMOVED V/ « LP LP LP LIGHT POLE L _ _ _ _ _ _ J � LIGHT POLE MON MON MONUMENT ~ / ORD ORD ROOF DRAIN CONCRETE and CONCRETE WALK f � ® ® DRYWELL with SOLID COVER F r� P O POST OHW OHW OVERHEAD WIRE \1 RD RD ROOF DRAIN SIGN a ENT DHD BUILDING ENTRANCE and OVERHEAD DOOR RIM RIM RIM ELEVATION �� �� DRYWELL with BURIED CONCRETE COVER > N4 I O� IM IRON PIPE S S SANITARY I SEWER O BOLLARD PROTECTION MQN ® MON CONCRETE MONUMENT SMH SMH SANITARY/SEWER MANHOLE 0 CIRF OCIRF CAPPED IRON ROD SPK SPK SPRINKLER HEAD Fence and Property Features [[]1011 ® DRYWELL with CURB INLET IRF IRF T T TELEPHONE 1 / r� 0 IRON ROD (3 X CHAIN LINK FENCE TC TC TOP OF CURB Q CIRS O CIRS CAPPED IRON ROD SET .._........._......_.p.._....................... STOCKADE FENCE TMH TMH TELEPHONE MANHOLE FENCE(OTHER) H-20 SOIL BORING TRANS TRANS TRANSFORMER RETAINING WALL Sanitary Sewer Facilities T TSB TSB TRAFFIC SIGNAL BOXTMH Q TMH TELEPHONE MANHOLE TREE LINE EXLP A-1 LP A-1 SANITARY SEWER STRUCTURE LABEL TSP TSP TRAFFIC SIGNAL POLE -----"-----•------•--"-" RIP.1135.43 RIM 135.43 n TP ❑ TP TELEPHONE PEDESTAL --"- - --------- • - • EDGE of WATER LINE I HIGH WATER INV 130,43(N) INV 130.43(N) TW TVV TOP OF WALL roc CQ) CO Cf TRANS ❑ TRANS TRANSFORMER UD LID UNDER DRAINAGE © t„1�•� � CLEAN OUT 0 TSP O TSP TRAFFIC SIGNAL POLE W W WATER TSB ❑TSB TRAFFIC SIGNAL BOX WV WV WATER VALVE C 9® O SANITARY SEWER MANHOLE VIF VERIFY IN FIELD 0 S M N C..a EBX EBX ELECTRIC BOX 8 7 REVISED PER TOWN COMMENTS 12/21/2022 0 ' V O lCV IRRIGATION CONTROLVAIVE 6 REVISED PER TOWN COMMENTS 11/23/2022 l 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LEACHING POOL w COVER TO GRADE 0 SPK 0SPK SPRINKER HEAD 4 REVISED PER TOWN COMMENTS 02/15/2022 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 �y 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Descripbon Revision Date SEPTIC TANK with COVERS TO GRADE Designed By Date Submitted TC 01/20/17 Drawn By Date Created TC/LT 08/23/16 / GREASE TRAP with COVERS TO GRADE Approved By BG Scale AS SHOWN Client THE ENCLAVES r 56655 ROUTE 25 r. LEACHING POOL with BURIED CONIC.COVER SOUTHOLD, NY Project 1 / CE-IV SEPTIC TANK with BURIED CONC.COVER 11111 /�I`I SITE PLAN J �---------T--- Southold own Planning Board Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number" Title of Drawing: SITE PLAN LEGEND N z a w of Drawing Number. N All 0 Q U 0 j _m m U Iz Sheet of 5 0 2 23 4" _s a � PWGC Prgect Number. o w iu Unauthorized attention or addition z F NYSDOT CASE NUMBER 97500 totlds drawing and Section 7209 documents AVG1601 u� is a violation of Section 7209 �o of the New York State Education Law 08 J n.a UJ R E 6 1 D E NICE LAND NOW OR FORMERLY OF 1i 0 M LU ANT[IONY FORGIONE 0- TOWN HARBOR S.C.T.M. NO. 1000-63-03-17.3 LANE co (1,MPROVED,CONNECTED TO PUBLIC WATER) M"W C r-, D i: LAND NOIN OR FORMERLY OF rn LAND NOW OR FORMERLY OF b c 1i III , NYSDOT ROW MARKER VALERIE bl.SCOPAZ I? NYSDOT TYPE 1 CURB VINCENT DOLOMITE&ILEANA DOLOMITE C." b 0 i P--^L S.C,TJA. NO, 1000-63-03-16 !i II RAMP WITH DETECTABLE S.C,TAI. NO, 1000-63-03-17.4 (IN".'PROVED,CONNECTED TO PUBLIC WATER) PROPOSED PERVIOUS r! PROPOSED 6.5' WARNINGSTRIPS (IMPROVED,CONNECTED TO PUBLIC WATER) 0 ITEM 608.01050009 RESTAURANfPARKIRd HIGH STOCKADE ITEM 608.21000003 REMOVE 2! WOOD POSTS (GRASS) FENCE 1�7 EISTING WITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING 0 0 PrSTAI IPANT Amn PROPOSED 65HIGH FENCE z 0 EXISTING 1 STORY FRAME 50'TURN NG RADIUS Strategic Environmental and Engineering Solutions DOL (6 STOCKADE FENCE TO BE SHED TO BE RENOVATED AND WOODEN STOCKADE FENCE REMOVE PROPOSED 65 HIGH STOCKADE REMOVE LU�, I REMOVED INCORPORATED INTO MAIN ED(SEE SIGN SIGN SIGN(SEE PROPOSED FIRE W/ACOUSTIC BARRIER EXISTING RELOCATE EXISTING 1 STRUCTURE ARCHITECTURAL HYDRANT PROP SCHEDULE EXISTING !I:=---- - �FENCE FEN FENCE OSED THIS SHFF PLANS) CART PATH STORY FRAME W FENCE GARAGE TO REMAIN 16 310.00' POS '44-40-E SE EE 32 PROPOSED 28 0 j28 S07 622.78' 28 PAVEMENT 29 E SIGN ENTRA NCE 30 S07*38'10" LU MARKNGS ❑ T 50 IURNING RADIUS ITEM 609.0401 WA ...... 13 - ... ...... ..........r WA EXISTING WELL INA -<V 11 -013E 630 Johnson Avenue. - Suite 7 ......- ;0 NEW PROPOSED 1-T .... ........ 0 4i ..... DRIVEWAY RELOCATED AS Bohemia . NY 11716-2618 -NYSDOT TYPE 1 CURB '3 C14 qdV .... ......... ...... M Cn IRF R20' ...... RAMP WITH DETECTABLE Phone: (631) 589-6353 Fax: (631) 589-8705 < WARNING STRIPS ka SJ TEMITEM:O.01050009 E-mail: INFO@PWGROSSER.COM �2p' , 111 : EXISTING TO BE ............ 0 08.21000003 R28' - of601-01 601, ED 1. T EX SFG..Rrmnvr7nR28 23'- + CONSULTANTS G TO 2 STORY O 0 (D IT STRUCTURE TO REMAIN .......... ....1,, !1; SIGN CD .. PROPOSED RESTAUI PROPOSED EVENT RM. RANT CONCRETE SIDEWALK (NO BASEMENT) W/BASEMENT cb 101-01 NYSDOT ITEM 680.0101 O� IVMIN. 4,472 SF ........ z SEATS R41?-�" < 4 ........ ----- - 17'-2" T 64, :27.5 PROPOSED PAVEMENT 3 .......... Go <_ ­_ - ! <-- POSED MENT :� MARKINGS R2. Ccl F RZ NTYARD RS 3ACK 19-5" EXISTING-SSTRUC RE RZ .......... 23'-0' 1 R7-8&R7-8b(SEE SIGN LLJ -TOPSOIL-ROADSIDE 491SI z z NYSDOT ITEM 610.1402 G-G SCHEDULE ....... .. cL TURF ESTABLISHMENT-ROADSIDE .......... IU4 THIS SHEET) 18'-V WALKWAY NYSDOT ITEM 610.1601 R24'-5" 0 PROPOSED PERVIOUS 9 75' RESTAURANT PARKING 4 z NYSDOTTYPE R7-1(SEE SIGN RUCK EXISTING TO BE 0 LM.0UD­ I ❑A It REMOVED (GRASS) 3DRIVEWAY SCHEDULE 5"AVEMWPOWAY E E 2 9 9 9 U) 50' 25' x i �E. .., ... I r - 0 ENTRANCE LAWN I SCULPTURE ----1.­. AV R5-7r" GARD24 THIS SHEET) cloon on R181 REQ'D oc ET R3' IT, FRONT YD. Q) PROPOSED 6.5 HIGH 27-/ oQo WOODEN STOCKADE FE o!n R23'-5" 50'TURNING RADIUS P N� + G SETBACK S W < S W/ACOUSTIC BARRIER RIO' g..O. ai If :::.:....- q 15.0 NYSDOT TYPE I CURB 0 R 1 U-2" R 1 RAMP WITH DETECTABLE GRADE EL.30.5 n 0. R rj _6' J PROPOSE + R5-1 (SEE SIGN Or 3 WARNING STRIPS PARKING 26'-0'- SCHEDULE W z I ITEM 608.01050009 C-1 ITEM 608,21000003 AREA H COTTAGE 1 �69 SF THIS SHEE 1) 8 f7l CH SS BOARD 4 R6�-6* q I'd 0 M LL 50'TURNING RADIUS VN z U U91 o '91 F_8 11 111 C N, 3 1 ?6-a---a 'eCO SHEDI N04 Z D ORATVE on a Do _1�45'20V 0 0 0 POND Do 178.00' Inn R1-1(SEE SIGNJ COTTAGE 2 �>c 30-( -.\-rrr HOT E11',I_ L R3-1 (SEE SIGN SCHEDULE 669 SF PROPOSED 2SH Emr_ L7 PROPOSED6.5HIGH THIS SHEET) cb TUB 44' SCHEDULE 0 AL� I_.NYSDOT ROW MARKER RIETAINING WALL RADE ELas ea .275 FF EL. R6-5P THIS SHE WOODEN cb 0 725 16'-0'-, (SEE SIGN STOCKADEFENCE W \\x� i o 16'0"- R5-1 (SEE SIGN-- SCHEDULE 6�01 )Do. - SCHEDULE THIS SHEET) o o 01 LL LAND NOW OR FORMERL,THIS SHE U_ n "Ho R COTTAGE 3 223'-1* a o, 0 -ft 00 HOT 669 SF P4 3E RIDGE i� PROPOSED FRONT EUGEN TOMASIC&MIRELLA TOMASIC TUB POOL D �onn ,I i n �nn. 71 SIGN STANDPIPE a I n Z. 14 Q a - or, 0 PLAY COURTS 1 0 PARKING ca o of D 0 a SCHEDULE (IMPROVED,CONNECTED TO PUBLIC WATER)LIMO/TRUCK FIRE LANE(SEE SETBACK --PROPOSE YARD \-NYR3-14(SEE SIGN S.C.T.M. NO. 1000-63-03- GRADE EL.27.5' )ADING THIS SHEET) wL SIGN SCHEDUL \cb, ivy4,s Wr AREA HIS SHEET) 2 , a) I - -u - NO PARKING 7. 0 o 0 lx `T 9MOU01; 0 L11-4 n E 00 111 n .. ...... COTTAGE BW:27.20 BW:27.25 LSHTED ❑ a. FIRE LANE(SEE Ly'S G� -1 z z HOT 669 SF 0 vr ­­ CLAVES ❑SIGN R6-5P(SEE SI N o TUB F-77 30-5- 0 ARCHITECTURAL SIGN SC PROPOSED (EEE AR SCHEDULE n r" SCHEDULE -.,51, 22 LAN LIRR N BANKE LAND BANKED . . . . .. PLANS) THIS SHEET) THIS SHE PARKING :.E�p PROPERTY �r_ . _ _ 0 J onu❑ a LOCUSTLANE 0 0:'a Y,Du u.L�//�u 0�-u.u 0 u GRASS PAVED WALKWAY u�u.9.ou uy 5 0 0 0 L. 0 o'.AREA Y 00000nam a LINE 0­',00000. �; + .00. 12 qq Ld .0 Goo + R27' on 26 U : 1 2.+ 5 -- I : I? - - I*- R10' 000 : .2 + .. 1 / 'CL OS 0 1 - 61 S non pR0R20" on-�i 111:1; + + + f lin R15' R201 \RI 1 RASS PAV ac LAND NOW OR FORMERLY OF �_1101 NEW PROPOSED DRIVEWAY AREA R4'-6" JANET L.RYAN ;b <� 34 A1 p'MR-14-11" IRS' \ n-R2'-6" S.C.T.M. NO. 1000-63-03-13 + RZ R3T SIGN \ �i PROPOSED PARKING AREA Dan f (IMPROVED,CONNECTED TO PUBLIC WATER) R4'-6- W 1. < CD 1� Donau l p -- ------- R y RZ-6" R14' 25 + GRASS PAVERS 27 Donaco❑oaREaD _n- V'SpAw"Ro L) W 0 C, + R19'-6" 0 01 . ......... . ........- Lu W 0 34 . ......... 1 1 0 . 616.57' L NO PARKING \-R7-1&R7-8b 10 REVISED PER TOWN COMMENTS 12/21/2022 PROPOSED 6SHIGH (SEE SIGN LIMCITRUCK 28 9 REVISED PER TOWN COMMENTS 12/05/2022 WOODEN FIRE LANE(SEE LOADING SCHEDULE STOCKADE FENCE SIGN SCHEDULE THIS SHEET) AREA R4-8A(SEE SIGN \-R4-7A SEE SIGN 8 REVISED PER TOWN COMMENTS 11/23/2022 THIS SHEET) R7-8(SEE SIGN PROPOSED FIRE 7 REVISED PER NYSDOT COMMENTS 09/15/2022 los (TYP.FOR 2) HYDPAJT SCHEDULE NO PARKING SCHEDULE SCHEDULE 31 30 R4-8A(SEE SIGN THIS SHEET) FIRE LANE(SEE THIS SHEET) 6 REVISED PER TOWN COMMENTS 02/15/2022 THIS SHEET) SCHEDULE LAND NOW OR FORMERLY OF (rYP.FOR 4) NO PARKING SIGN SCHEDULE 5 ADDRESSED FEIS COMMENTS 05111/2021 PROPOSED PAVEMENT R4-7A(SEE S if 4 THIS SHEET) SIGN CHARLES W.WITZKE 32 FIRE LANE(SEE MARKINGS SCHEDULE THIS SHEET) REVISED PER CLIENTS REQUEST 02/18/2021 R7-8b(SEE SIGN SIGN SCHEDULE 3 ADDRESSED COMMENTS DATED 1219/19 04/08/2020 S.C.T.M. NO. 1000-63-03-28.1 THIS SHEET) THIS SHEET) P SCHEDULE 2 ADDRESSED DEIS COMMENTS 07/17/2019 N05-30-56-W (IMPROVED,CONNECTED TO PUBLIC WATER) THIS SHEET) 1 REV.TO 44 ROOMS UPDATE UTILITIES 104/11 51.34' /2017 Number Revision Description Revision Date 4 NOTE: 33 PROPOSED SITE PLAN LAND NOW OR FORMERLY OF ALL CURBS ON SITE TO BE MOUNTABLE CURBS UNLESS OTHERWISE NOTED. Designed By Date Submitted SCALE: 1" 40' TC 01/20/17 PILLES REALTY HOLDIN G LLIC Drawn By 0 40 80 TQLT Date Created 08/23/16 7 Approved By Scale J SCALE: 1 40' Client BG AS SHOWN 7­1__ 'A A 566 T 25 1. RESTAURANT PARKING SPACES REQUIRED 7, SPACES PROVIDED 74 SEATS/3 24.6 SPACES(1ADA INC.) 38 SPACES(2 ADA INC.) Project OR ITEM DESCRIPTION TOTAL RECEIVERE),I PER 100 SF FLOOR AREA 3,806 SF=38 SPACES(2 ALDA INC.) 38 SPACES(2 ADA INC.) 0 PROVIDING 2 GRASS PAVED OVER FLOW PARKING ON SITE SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN SIGN SIGNS OR MUTCD 2009 ED. SIZE OF SIGN x 680.0101 CONCRETE SIDEWALK XXX SF JAN 2023 TOTAL RESTAURANT PROVIDED:27 PAVED SPACES(2 ADA INC.)AND 11 GRASS PAVED SPACES:38 TOTAL HANDICAPPED ACCESSIBLE PARKING DESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL [ESIGNATION SYMBOL PLAQUES SECTION NO. CONVENTIONAL SITE PLAN - - ROAD HOTEL PARKING SPACES REQUIRED SPACES PROVIDED WITH VAN-ACCESSIBLE PARKING ROAD Out-, iold I Ovvn 1/UNIT-44 UNITS 44 SPACES(2 ADA) 60 SPACES(4 ADA INC.) Planning Board OR R7-1 NO PARKING 12"x18" R4-7A KEEP KEEP RIGHT 24"00" 0 3'-0" 610.1402 TOPSOIL-ROADSIDE XXX SF I/EMPLOYYEE(12)+1/UNIT(44) 56 SPACES(2 ADA,INC.) 60 SPACES(4 ADA) U.' VVV TYP. Project Address: 96'M RESERVE L MIN�96'MIN PAR19N 56655 ROUTE 25 TOTAL HOTEL PARKING PROVIDED:60 PAVED SPACES(4 ADA INC.)60 TOTAL 9 MIN R7-8 (NG ADA PARKING 12"x18" KEEP 610.1601 TURF ESTABLISHMINT XXX SF 1 4-10 R4-8A KEEP RIGHT 24"00" STRIPING AT HYDRANT ROADSIDE SOUTHOLD TOTAL SITE REQUIRED:38 RESTAURANT+56 HOTEL= 94 PARKING SPACES 1777-1 1 608.01050009 TYPE 1 CURB RAMP 4 SUFFOLK COUNTY, NEW YORK R7-8b ACCESSIBLE VAN ACCESSIBLE 18"x9' NO TOTAL SITE PROVIDED:38 RESTAURANT+60 HOTEL=98 TOTAL PARKING SPACES ALTERNATIVE HANDICAPPED ACCESSIBLE PARKING PARI(ING NO PARKING 12"x18" County Tax Map Number: Contract Number. WITH VAN-ACCESSIBLE PARKING FIRE 1000-63-3-15 *PROVIDED OVERFLOW:34 HOTEL PAVED 22 LANDBANKED PAINTED LANE FIRE LANE DETECTABLE Regulatory Reference Number. DIRECTIONAL 608.21000003 WARNING 4 => NOTES: STRIPS ARROW Title of Drawing: A COLOR-WHITE 132'MIN 60"MIN. A. BEFORE CONSTRUCTION,THE CONTRACTOR SHALL COORDINATE WITH THE STATE PERMIT ENGINEERREGARDING THE APPROPRIATE LOCATION FOR SNOW SLEEVES, VAN AF-ER CONSTRUCTION,SIDEWALKS,AND REMPS MUST BE EVALUATED FOR COMPLIANCE WITH CURRENT ADA STANDARDS. THE PERMITTEE OR HIS DESIGNATED'DESIGNER OF RECORD'SHALL FIELD VERIFY RI-1 STOP 2B.05 30'x3O" THAT THE PEDESTRIAN FEATURES(RAMPS,SIDEWALK,ETC)WERE CONSTRUCTED TO CURRENT ADA STANDARDS OUTLINED IN NYSDOT SPECS SECTION 608 AND RELATED STANDARD SHEETS. SUBMIT 0 REQUIRED DOCUMENTATION TO THE STATE PERMIT ENGINEER BEFORE THE WORK CAN BE ACCEPTED AS COMPLETE AND THE PERMIT BE CLOSED. THE FEATURES THAT DO NOT COMPLY WITH ADA PROPOSED SITE REQUIREMENTS UPON COMPLETION WILL REQUIRE REMOVAL AND RECONSTRUCTION. B. THE CONTRACTOR SHALL CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO THE SITE FRONTAGE DUNNING AND AFTER CONSTRUCTIN AS ORDERED BY THE STATE ENGINEER. ACCESSIBLE SITES AND EXTERIOR FACILITIES REQUIRED ADA PARKING STANDARD PARKING SPACES R3-1 C. AN'(SIDEWALK PANELS OR CONNECTING PAVEMENT THAT HAVE SETTLED WITH A GREATER THAN k LIP OR CRACK OVER?WIDE SHALL BE REPLACED TO MEET ADA REQUIREMENTS. TOTAL PARKING MINIMUM NUMBER 0 NO RIGHT TURN 24N24" TRAFFIC CONTROL D. RURNING SLOPE OF THE DRIVEWAY WITHIN THE RIGHT OF WAY SHALL NOT EXCEED 6%. IN LOT OF ACCESSIBLE SPACES E. REPAIR EXISTING SHOULDER,SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. 1 TO 25 1 F. CONSTRUCTION MEATERIALS AND EQUIPMENT SHOULD BE REMOVED FROM THE NYSDOT ROW AT THE END OF EACH WORKDAY. MATERIALS ALLOWED TO REMAIN ON-SITE MST BE STORED OUTSIDE THE AND PARKING PLAN 26 TO 50 2 9'MIN. VEHICLE CLEAR ZONE. w R5- DO NOT ENTER 30'x30" G. REMOVAL OF THE EXISTING CONCRETE CURB SHOULD BE DONE FROM THE BACK SIDE TO MINIMIZE ANY DAMAGE TO THE EXISTING PAVEMENT. THIS INVOLVES PULLING THE CURB OUT FROM THE BACK AND 51 TO 75 3 -1 76 TO 100 4 POURING NEW CURB UP AGAINST THE EXISTING PAVEMENT. 101 TO 150 5 H. ALL NEW OR RELOCATED SUGNPOSTS MUST BE INSTALLED IN PVC SLEEVES. Drawing Number: ALLI. PAVEMENT RESTORATION SHALL BE IN KIND. COMPOSITE PAVEMENT RESTORATION SHALL BE TAKEN TO EXISTING LONGITUDINAL JOINT. IF ANY DAMAGE OCCURS TO THE CONCRETE PANELS,THE CONTRACTOR < 151 TO 200 6 GRASS PAVED PARKING SPACES NYR3-14 ALL TRAFFIC 24"x30* WILL BE RESPONSIBLE TO REPLACE THE WHOLE PANEL. 9 OS2 201 TO 300 7 J. LAEEL MINIMUM WIDTH OF ASPHALT RESTORATION TO BE 4'FOR PROPER COMPACTION. ADD IFT OVERCUT FOR THE TOP COURSE. K. ALL COLD JOINTS TO BE SEALED WITH HOT-APPLIED SEALANT. -5 Z L. TACK COAT IS REQUIRED BETWEEN ALL LIFTS AND JOINTS,REGARDLESS OF WHEN PLACED. & HOTEL RESTAURANT R6- M. COMPOSITE PAVEMENT RESTORATION SHALL BE IN ACCORDANCE WITH THE CURRENT REGIONAL PAVEMENT REPAIR GUIDE SHEETS. 60 ON SITE PAVED PARKING STALL PROVIDED 5P ROUND ABOUT WNW" 03 27 ON SITE PAVED PARKING STALL PROVIDED N. THE THICKNESS OF CURB RAMPS SHOULD BE A MINIMUM 6"AND THEY SHOULD INCLUDE WIRE FABRIC REINFORCEMENT WITH 3"OF TOP COVER. THE RAMPS SHALL HAVE A LEVEL 5'x5'LANDING IN THE SIDEWALK. E 3 ALL ADA COMPLIANT PARKING STALLS I S-ALES ADA COMPLIANT PARKING STALLS 0. THE CURB RAMPS SHALL BE ORIENTED TO DIRECT PEDESTRIANS STRAIGHT TO THE DESTINATION RAMP ACROSS THE DRIVEWAY/STREET. Sheet Of 1 ADA VAN ACCESSIBLE PARKING STALL 1 ADA VAN ACCESSIBLE PARKING STALL ENTER P. ANY UTILITY WORK PROPOSED IN STATE HIGHWAY RIGHT-OF-WAY WILL REQUIRE SEPARATE APPLICATION AND SUBMISSION OF RESTORATION PLANS. FOLLOW THE GUIDELINES OF OUR UTILITY HANDBOOK,BLUE EXISTING R r"'o' LE A [E ST Do GRASS'EXISTING TOB S XS T'T( E HE 0 RELOCATE SC STORY FRAME THIS GARAGE INCORPORATED STRUCT AIR.- .00, ,;0 - ED 0 ONLY 18"08' BOOK TITLED,7EQUIREMENTS FOR THE DESIGN AND CONSTRUCTION OF UNDERGROUND UTILITY INSTALLATIONS WITHIN THE STATE HIGHWAY RIGHT-OF-WAY. THE APPLICANT SHOULD CONTACT MR.DIEGO 3 23 ONLY ENTER ON AUCACAMA RIVERA(631-727-1731,DIEGO.AUCACAMA@DOT.NY.GOV)FOR FURTHER DIRECTIONS REGARDING UTILITY HIGHWAY WORK PERMIT(HWP)APPLICATIONS. PLEASE NOTE;THE UTILITY HWP ISSUANCE IS SUBJECT TO ISSUANCE OF THE HWP REQUIRED FOR SITE WORK. PWGC Project Number: Q. ALL PROPOSED ROAD IMPORVEMENTS DETAILED IN THE SITE PLANS MUST COMPLY WITH THE LATEST VERSIONS OF AASHTO,ADA,NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL WITH THE NYS Unauthorized.alteration. or addition to this UJ SUPPLEMENT(MUTCD),NYSDOT HIGHWAY DESIGN MANUAL AND THE POLICY AND STANDARDS FOR THE DESIGN OF ENTRANCES TO STATE HIGHWAYS('DRIVEWAY DESIGN POLICY). ROAD IMPROVEMENT PLANS NYSDOT CASE NUMBER 97500 is drawing and related documents is a violation of Section 7209 AVG1601 ,I z,.,, MUST PROVIDE ALL APPROPRIATE NYSDOT STANDARD DETAILS AND NYSDOT STANDARD ITEM NUMBERS. of the New York State Education Law Ilk Strategic Environmental and Engineering Solutions .. 630 Johnson Avenue. . Suite 7 Bohemia - NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS I Q 4 0 ... 6 1!� Q z poop CtilppG t 'T pt]ppppp(]L`Lipp UG pG �f`'G -- LAWN/SCULPTURE GARDEN PROPOSED 6.5'HIGH (I WOODEN STOCKADE FENCE n h ^O W/ACOUSTIC BARRIER ° (" p • GRADE 1L.30.5' DROPOSE 2ARKING (S ° - u 4REA HOT COTTAGE 1 TUB 669 SF Fp IN 11 4 CHESSBOARD P LCA ANA 3 z �n nno a TW:3M n n TW:306 n p p i SHI DECORATIVE 3 n °Gn OUTSIDE SWEPT PATH ♦�___ O O 0 SO �nnn POND a -nnn PATH OF FRONT WHEEL ® --- 90 COTTAGE y HOT 669 SF PROPOS=D 2.5'H 8a 88 88 as as as � N u° a s e TUB RETAINING WALL INSIDE SWEPT PATH ep loop GRADE EL.27.5' +EL: 7,25 FF EL.32.0' V p ppp I Z � � aa__ as as as e � ........................................... OT I ]n, ep a ! ...... .......................................... ,n n inrc o Q B nro a COTTAGE 3 � ¢ ';: ¢ ;ppp 0 p a I T8 PROPOSED 669 SF POOL REA i'o U o onn STANDPIPE n i n c n t 24.50 329 Ono PLAY COURTS ° o B GRADE EL.27.5' OT a n Oa °y 4.0 ft 30.0 ft 720• ® _ 3� 88 BB 98 BD B8 8� UB n z a Oof I i a ° ° r.¢: 4.00 15.50 p 3 r a, I 00 STEERING LOCK ANGLE=31.1 deg. COTTAGE 4 BW:27.20 BW:27.25 a W Z c i HOT 669 SF TW:30.5 RAMP- TW.30.5 RAMP - ;' ;i { ( Stretch Limousine 15.5 ft ACHIEVED STEERING ANGLE: s s iu i a �q ��u feet 30 deg.SWEEP ANGLE:19.0 deg. G, a°:,..ppn°°c�°pa,.pn°u.�°npp4°09 �GCG:,.�n°nuonGrcuGpG .in ly i :ppu Hfjdth 6.00 60d g. ppGppppppppppppp❑ppppGpnnnc GRASS PAVED WALKWAY ]papGpapnpGpcpceaGpGpG i ppp eg.SWEEPANGLE:26.2de Track 6.00 - 90 deg.SWEEP ANGLE:29.1 deg. Lock to Lock Time 6.0 5.0 ft 120 deg.SWEEP ANGLE:30.3 deg. .ppr nnp Gpn Steering Angle 31.1 onnc I 150 deg.SWEEP ANGLE:30.8 deg. nrp I6.O ft r nnnnGnnonpnGRASSPAVERS 180 deg.SWEEP ANGLE:31.0 deg.nn&I b, �, Stretch 1so• Limousine PROPOSED PARKING AREA `"..'•k�i •"-r! \ /_*�._.-I► uuuiu;�urvuuw'uiry ..`.'1/ \ nppc ppp ARCHITECTURAL npp:pn 30 I � anpnnpGnpnnnnnnpnpnpnpnpnnnor GRASS PAVERS cennpc C) t01201e TI91160n$OII1d006,rnC./JI rlght5 fB80N"d. CO O -Q-O O- -0--0 O O--G--O--B- O 6-O G--ia-G--C--O-G-G----G----O- O O--G---O--O---OC--O O G G 0 O-O 9N05°30'50"W 616.57' PROPOSED 6.5'HIGH WOODEN STOCKADE FENCE PROPOSED FIRE 7 REVISED PER TOWN COMMENTS 2/21/2022 HYDRANT 6 REVISED PER TOWN COMMENTS 1/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 LAND NOW OR FORMERLY OF 4 REVISED PER TOWN COMMENTS 02/15/2022 C M. N W.W 0-63- PROPOSED TRAFFIC C I R C U LAT I O N PLAN PROPOSED STRETCH LIMOUSINE 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 S.C.T.M. N0. 1000-63-03-28.1 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 )ROVED,CONNECTED TO PUBLIC WATER) ST R ETCH L1 M O US 1 N !' �.._...... DETAILS Number Revision Description Revision Date SCALE: 1" = 40' !I �I ► 1 SCALE: NOT TO SCALE Designed By Date Submitted TIC 01/20/17 0 40 80 Drawn By Date Created TQLT 08/23/16 SCALE: 1" = 40' Approved By BG Scale AS SHOWN Client: THE ENCLAVES NOTES: 56655 ROUTE 25 SOUTHOLD, NY 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 Project LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. 6" RECEIVED FINISHED 3" GRADE 1" 5" "SOD"PLANTING LEVEL SITE PLAN JA N 9 2023 2" + 3" PROPOSED HDPE GRASS PAVER INSIDE CELLS 5/8" PAVEMENT Southold -town ACTUAL FINISHED GRADE I I Planning Board ------ -' a SOIL FILL LEVEL INSIDE PAVER Project Address: 18" j !/ GRIDWORK AFTER HEAVY WATER DOWN. 6" 56655 ROUTE 25 a THIS IS THE ACTUAL"SOD"PLANTING #5 BAR LEVEL. SOUTHOLD (CONTINUOUS) a HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SUFFOLK COUNTY, NEW YORK R=1" 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES 14 CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK CouMyTaxMap Number: Contract Number. -- 1000-63-3-15 I- -8•--I GRASS PAVER D ETA I L Regulatory Reference Number. OVERFLOW PARKING AREAS Tide of Drawing: - CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS SCALE: NTS FOR EMERGENCY PURPOSES PROPOSED SITE U MOUNTABLE CURB DETAIL SCALE: NTS CIRCULATION z a in PLAN AND DETAILS W Drawing Number: o U gal N W ® �m W v m m r Sheet of g o N 4 23 .9 o� a` o d PWGC Project Number, o . �w Unauthorized afteration or addition z to this drawing and related documents AVG 1601 �j F NYSDOT CASE NUMBER 97500 Is a violation of Section7209 o of the New York State Education Law 3 J a d ENCE RESIDENCE RESID LAND NOW OR FOR&1ERLY OF 0 :C TOWN HARBOR ANTHONY FORGIONE > d-, 9 LANE S.C.T.M. NO. 1000-63-03-17.3 Lu C11 10 (IMPROVED,CONNECTED TO PUBLIC WATER) re- -r S2 C5 LAND NOIN OR FORMERLY OF 0 0 > C:1 VALERIE N1.SCOPAZ if11 LAND NOW OR FORMERLY OF 5; C) 7 ............. NYSDOT TYPE I CURB cr 0 tc 1-) 0 S.C3AL NO. 1000-63-03-16 RAMP WITH DETECTABLE VIINCENT DOLOMITE&ILEANA DOLOMITE on POOL 0 1­- 2�: WARNING STRIPS 3� (0 (IMPROVED,CONNECTED TO PUBLIC WATER) PROPOSED PERVIOUS, PROPOSED 6 5' S.C.T.M. NO, 1000-63-03-17,4 ITEM 608.01050009 11�- p RESTAURANITIPAAKII46 HIGH STOCKADE ITEM 608.21000003 0 (IMPROVED,CONNECTED TO PUBLIC WATER) REMOVE (GRASS) FENCE 2f >_ I` 1� WOOD POSTS EXISTING VVITH NETTING PROPOSED 6.5'HIGH LINE OF EXISTING EXISTING I STORY FRAME 50'TURNING RADIUS FENCE I; Oi 0 (n Z STOCKADE FENCE DRIVEVWAY TO BE SHED TO BE RENOVATED AND PROP�SED 6.6 HIGH 0 0 ED EXST PROPOSED 6.6 REMI INCORPORATED INTO MAIN OODEN STOCKADE FENCE REMOVE HIGH C, J REMONG VE /-7ww EXISTING STRUCTURE STOCKADE /R ci NYSDOT TYPE 3 PROPOSED FIRE /ACOUSTIC BARRIER PROPOSED FENCE 7,�z 0 L < FENCE To DRIVEWAY Strategic Environmental and Engineering Solutions a f2 ENTRANCE FENCE HYDRANT uJ CART PATH E 310.00' < co 41 Lo r, S07'44'40*E 0 622.78' ...... _7 b 50'TURNING RADIUS 14 S07'38'1 O"E r❑n U) 10 1­1� 6 10 Vy=I 104A VIA I=1 11YA VIA W-1 Z_ NA 17 'W" ...... PROPOSED �) i zt 24-`W� Inr. ......... nj ------ NEWP 11111c, .... DRIVE L0 NYSDOT TYPE 1 CURB stockade fence 0 1 GATION WELL RAMP WITH DETECTABLE cn 0 20- W EMEE04 -Kr 630 Johnson Avenue. Suite 7 ... EXIST'G. WARNING STRIPS E Bohemia - NY - 11716-2618 T M 608.01050009 RA U :TEM 608.21000003 N, M 0 Truck EXISTING TO BE-7\----.--._: __ 0 0 Ci of Phone: (631) 589-6353 - Fax: (631) 589-8705 R R28' 2T- < cb1 E-mail: INFO@PWGROSSER.COM G TO 2 STORY STRUCTURE mi SIGN TO REMAIN 128' (D Z PRO�OSED RESTAURANT 0 0 PROPOSED EVENT RM. W/BASEMENT clo CONCRETE SIDEWALK PROPOSED HOTEL (NO BA5EMENT) NYSDOT ITEM 680.0101 CONSULTANTS SEATS 1174y' STORIES W/BASEMENT r 4,472 S: .......... RB GE 9 10'MIN. IF .......... PROPOSED + + FF EL./3'21.... RONTYARD PR POSED ADD SETBACK IS 19,5* IDE ......... TOPSOIL-ROADSIDE .......... 23" W W 0) R3' P 491 SF 2fi ........... z z NYSDOTITEM 610.1402 n, :G�G- cL TURF ESTABLISHMENT-ROADSIDE G- NYSDOT ITEM 610.1601 .......... PROPOSED PERVIOUS �u EXISTING TO BE RESTAURANT PARKING N!,�v rUT z NYSDOT TYPE rnnnn G. In...1..0.no a slate, 3DRTVEWAY 75' n RASS`f1A­y­­­_ REMOVED (GRASS) CO 0 EN RANCE LAWN SCULPTURE �C,a r r, 50, 25' R' REQ'D GARDEN 0.o R3 FRONT YD. W TURNING RADIUS 30ron R f u� Cf) or ,oc-u PROPOSED 63HIGH 'ou- 23'-5" + + SETBACK W < �oc- RIO' ILL 1 WOODEN STOCKADE FENCE R2 NYSDOT TYPE 1 CURB W/ACOUSTIC BARRIER RAMP WITH DETECTABLE R. GRADE L.30.5' RIV-2" WARNING STRIPS PROP W NEW�.ROPO4V IVEWAY PARK E3 FUT:5 1-10608.2100DO03 1 AREA COTTAGE 1 HOT 669 SF F7 Z� r�7� 1z CHESS BOARD 50'TURNING RADIUS 7- TUB -24 V\J V\J RT-6" P CAI F- 3ft TW�3M a ---a- TW n Dun DECORATIVE non SHED' N04*45'20"W 00. L POND 0 000 0 ;0.1 r. SOB COTTAGE 2 as as as ea ea eaREPRO CK 0' a 669 SF 0) 0 Goo PROPOSED 65 HIGH HOT TUB PROPOSED 2.5H 09 Ice,* WOODEN RETAINING WALL 16' 10110 1 11 STOCKADE FENCE cb 01) ............................................. ................. 25 FF EL.32.0' 16-0" Do' CL as l000 6 T C3 LL LL LAND NOW OR FORMERLY OF 223'-1* 'Dun 2 COTTAGE 3 PROPOSED FRONT 1.41 EUGEN TOMASIC&MIRELLA TOMASIC HOT PROPOSED i 31C TUB 669 SF POOL REA STAND YARD SETBACK a"a, S.C.T.M. NO. 1000-63-03-14 0 Don DID PLAY COURTS (IMPROVED,CONNECTED TO PUBLIC WATER) clo Z 6RAD[tlL :0 0 0 .............................. OT L-1 Li !t o 0 Do -,,UB F COTTAGE 4 BW:27.25 RW,27.20 z HOT 669 SF TW:30.5 RAMP- TW:30.5 RAMP 0 -244 V PROPOSED r-R14' �nGneceGLurnGcnrrr 22 LAND- LAND BANKED i M LOCUST LANE LIRR Ic', BANKED G+ PROPERTY PARKING 10 ..............0.0-0-0.3-0. GRASS PAVED WALKWAY .......ao.on LINE R 42 + + ----- R 0' b. 1151 b. 61 RASS PA\ + R LAND NOW OR FORMERLY OF + 1000 gp-OT 6 9--0- NEW PROPOSED D AY + R2 r4- P + Rl -10, Gry JANET L.RYAN pp GARBAGE <�= SIGN AREAry� S.C.T.M. NO. 1000-63-03-13 R4' R n R3 (IMPROVED,CONNECTED TO PUBLIC WATER) K4'-6" ............ t - ---------- 9 + 4 C� Lu P + 0"E + S SACK R`19-6"� LU W Fn-co II .. .......... ...... . ...... LU .. . .......... . .......... . ..... 0 ------cv� ------ PROPOSED 65HIGH N05*30'50"W 616.57' 10 REVISED PER TOWN COMMENTS 12/21/2022 WOODEN STOCKADE FENCE \\-PROPOSED FIRE HYDRANT F_ 9 REVISED PER TOWN COMMENTS 12/05/2022 11 8 REVISED PER TOWN COMMENTS 11/23/2022 if LAND NOW OR FORMERLY OF 1! 7 REVISED PER NYSDOT COMMENTS 09/15/2022 6 CHARLES W.WITZKE PER TOWN COMMENTS 02/1512022 5 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 if CLIENT'S REQUEST. ................ 4 REVISED PER C 02/18/2021 N N05'30'50"W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 if L_ 2 ADDRESSED DEIS COMMENTS 07/17/2019 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04111/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date FIRE TRUCK "SOD"PLANTING LEVEL Designed By TC Date Submitted 01/20/17 SCALE: 1 40' HDPE GRASS PAVER--, INSIDE CELLS 518" Drawn By TQLT Date Created 08/23/16 1�� Approved By Scale I INNINN0150- -I-n� I ACTUAL FINISHED GRADE FL T 0 40 80 7W W CAient: BG AS SHOWN SOIL FILL LEVEL INSIDE PAVER 22 GRIDWORK AFTER HEAVY WATER DOWN. 6" SCALE: 1 40' THIS IS THE ACTUAL"SOD"PLANTING 56655 ROUTE 25 LEVEL. . HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES Project CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK REC�IVED GRASS PAVER DETAIL OVERFLOW PARKING AREAS JAN 2023 NOTES: SITE PLAN L;;� SCALE: NTS t o i-a 7'- - -DE own 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 Planning Board LBS. 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: 6'_ 56655 ROUTE 25 3- SOUTHOLD FINISHED GRADE -T-11 5' SUFFOLK COUNTY, NEW YORK PROPOSED County Tax Map Number. Contract Number. 3- 2' PAVEMENT 1000-63-3-15 Regulatory Reference Number. 18" Title of Drawing: #5 BAR Aerial Fire Truck (CONTINUOUS) NCHRP REPORT 659 2010(US) PROPOSED SITE % 8- CIRCULATION CONCRETE TO BE 4,000 PSI @ 28 DAYS PLAN AND DETAILS LOAD CAPACITY AT LEAST 75,000LBS FOR EMERGENCY PURPOSES Drawing Number: MOUNTABLE CURB DETAIL ❑ SCALE: NTS I G Sheet Of PROPOSED FIRE TRUCK DETAILS tm'jv' "TN F FEN E C 622.71 ,J�20, SCALE: NOT TO SCALE 5 23 • PWGG Project Number. uo rii Unauthorized alteration or addition to this dravving and related downents AVG1601 NYSDOT CASE NUMBER 97500 is a violation of Section 7209 00 Of the New Y;State Education Law Fo LU RESIDEN-1 RESIDENCEII LAND NOW OR FORMERLY OF 0 TOWN HARBOR Cl) ANTHON!Y FORGIONE Lu LANE S.C.T.K NO. 1000-63-03-17,3 % (l!"PROVED,CONNECTED TO PUBLIC WATER) LAND NOW OR FORMERLY OF VALER!E V.SCOPAZ LAND NOW OR FORMERLY OF NYSDOT TYPE I CURB u- VINCENT DOLOMITE&ILEANA DOLOMITE M 01- 0 S,C.T.M. NO. 1000-63-03-16 RAMP WITH DETECTABLE 0 E- WARNING STRIPS (IMPROVED,CONNECTED TO PUBLIC WATER) PROP ED PERVIOUS"7 PROPOSED65' ITEM S.C.T1I NO, 1000-63-03-17.4 ?;: --I " � 608.01050009 b REsTAbRAITfPARKING HIGH STOCKADE 7 ITEM 608.21000003 (IMPROVED.CONNECTED TO PUBLIC kVATER) REMOVE (GRASS) WOOD POSTS FENCE EXISTING zf WITH NETTING PROPOSED 65 HIGH LINE OF EXISTING EXISTING I STORY FRAME 50'TURNING RADIUS FENCE z 0 a;� ­I__I-, PRO 0! STOCKADE DRIVEWAY TO BE SHED TO BE RENOVATED AND POSED6.FHIGH 0 z REMOVED PROPOSED 6.5 C I _J )-- ❑ INCORPORATED INTO MAIN WOODEN STOCKADE FENCE REMOVE 0 RELOCATE EXISTING 1 STRUCTURE Lu HIGH STOCKADE E CL REMOVE T z NYSDOT TYPE 3 PROPOSED FIRE W/ACOUSTIC BARRIER "STING PROPOSED FENCE < STORY FRAME DRIVEWAY EXISTING V5< 1 Strategic Environmental and Engineering Solutions HYDRANT FENCE a FENCE 310-00' W CART PATH n S07440"E GARAGE TO REIvIA ENTRANCE . . ...................... . ......... P 622.78' SIG 50'TURNING RADIUS W Now L$07*38'10"E I =1 WA VIZI 104=1 ama�A 4 777--- VY=l W=1 YU 77� EXISTING WE I NA ­._ - Goal yq:1 4 . ­.­ ____ ___ i I I + _,-V . ..... NEW PROPOSED TO 24"Wy UT RELOCATED AS cr L0 stockad��fencp 0 6i DRIVEWAY NYSDOT TYPE I CURB ...... IRRIGATION WELL C14 RAMP WITH DETECTABLE ca 0 49 ,a Uy 0 630 Johnson Avenue. Suite 7 M WARNING STRIPS ITEM 608.01050009 -2618 . ...... ....... ........ .... ........ ..... 60'-0* 601 M U ��& Bohemia - NY 11716 .... ....... .......... 0 0 ITEM 608.21000003 E TING TO BE Ci Phone: (631) 589-6353 Fax: (631) 589-8705 REM V ­0 Ln ce E-mail: INFO@PWGROSSER.COM STRUCTURE TO REMAIN 95 0. G TO 2 STORY R28 Wd (D ST U T SIGN PROPOSED RE! A RAN PROPOSED EVENT RM. + CONCRETE SIDEWALK PROPOSED HOTEL _ _ J-- ------ W/BASEMENT cb CONSULTANTS . ........ NYSDOT ITEM 680.0101 (NO BASEMENT) 101-0* TWO(2)STORIES W1 BASEMENT 74 SEATS F1177 4.472 SF 19MIN. 26.272 SF F 275 0 < + R PROPOSED + FRONTYARD DRAINAGE D ...... RS 5" SETBACK _C> 0 TYP. .......... I 1 -4 q / ", 491 SF RK7 91 EXISTING STRUCTURE 8' IN 23'-T W UJI -TOPSOIL-ROADSIDE J 610,140 0 z z I n TURF ESTABIL SHMENT-ROADSIDE .......... r > -G- NYSDOT ITEM 610.1601 18r U .......... ❑ .::::::77 PROPOSED PERVIOUS SG J RESTAURANT PARKING z NYSDOTTYPE S o o'n"ri i REMOVED (GRASS) CO 3DRIVEWAY EX STING TO BE co 75' WMVFff WAI! S) 0 ENTRANCE LAWN SCULPTURE In a v.a o U U i 50, 25' ol r.o n GARDEN 0 o, - CID R 42, co RE locor R11 FRONT YD. C ro 9 50'TURNING RADIUS HIGH 23'-S" + + SETBACK 1-91 LIJ PF, 0I WOODEN STOCKADEFENCE o.r� R10' W1 NYSDOT TYPE 1 CURB q.-0- +F RAMP WITH DETECTABLE lr-%�--V V GRADE IL.30.6 0: R10'-2 R10' R7'. 7" WARNING STRIPS ❑ ITEM 608.01050009 PR POSE 26'-0*- NE r 9 W - 0 1 M­ 0 - - ITEM 608.21000003 P ING AND PARKIN UI HOT RAINAGEA EA, DRAINAGE AREA'B' IRS IL 4SF o LL 50'TURNING RADIUS 24W TUB CHESSBOARD : ® : ® :;® : : USI ICI ® : 1 ii7-6'- 8 ----a cv-,----13 ---0 . .-.a."..�.9 CAI no iff M TW:3Cr5 SHEDI N04-45-20-W J?W12 P DECORATIVE 00, -0 LLg" Eos� "'-II 0 )L>U 001 ZEE 003 PROPOSED 6.6 HIGH HOT 1*15, WOODEN PROPOSED 2 5'H OTTAGE 2Em- 11 TUBA cb C0 RETAINING WALL GRADE EL.27.6 FF EL.32.0' 16' In a o STOCKADE W Iff] - zi 725 0 000 z 4LIV-0 OT ii.a L LL F Wo LAND NOW OR FORMERLY 0 u_ 2 A' Ono 23' -no EUGEN TOMASIC&MIRELLA TOMASIC HOT 'CO inADGE I RIDGE PROPOSED FRONT SIG POOL REA YAP0 SETBACK S.C.T.M. NO. 1000-63-03-14 0 TUB STANDPIPE ... CL n 0.1 in W PLAY COURTS (IMPROVED,CONNECTED TO PUBLIC WATER) y 0 __J clo C) GRADE EL.275 0 0 W F 0 Ll 0 Of 0 1 PER CW > OT 09UB OD GUTTAGI:4 U) BI 27 Co HOT .20 BI 27.25 z T "Afl 0 L I UB �V11�/ /, W TWI 3016 RAMP C c' PROPOSED tt 22 LAND- ............... 0 LIRR LAND VBANKED n r n r n n LOCUST LANE BANKED PROPERTY PARKING In .I WALKWAY ...... 0,t r ...... G SSPAVEDW AY RA ALKW AREA n, LINE12 R27' + ,gar uuu 41 10, r AR "I , i + b, 3RASSPAVERS Q a R R15' R1 0" LAND NOW OR FORMERLY OF R2 + r4- P., <- NEW PROPOSED DRIVEWAY JANET L.RYAN 4 � 1 1 R4-6" 4__� 1 : SIGN AREA Lo <=- <_ L R8' -63-03-13 R60 - - ------9%­22 S.C.T.M. NO. 1000 04 6f RVI ;p C, (IMPROVED,CONNECTED TO PUBLIC WATER) T W1 I.0 FEWI ­t�l R14' TYP F 10' 1 + RASS PAVE on ' CL: REED + + R19'-6" (n II ---- --.. ..... ..... . ......... co C0 . .......... ........ ..... .......... -0 N05'30'50"W PROPOSED 6.6 HIGH 616.57' WOODEN 10 REVISED PER TOWN COMMENTS 12/21/2022 1::1 tq STOCKADE FENCE PROPOSED FIRE HYDRANT 9 REVISED PER TOWN COMMENTS 12/05/2022 8 REVISED PER TOWN COMMENTS 11/23/2022 Vi LAND NOW OR FORMERLY OF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 6 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE 5 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 4 REVISED PER CLIENT'S REQUEST 02/18/2021 N05*30'50'W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 2 ADDRESSED DEIS COMMENTS 07/17/2019 I REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 PROPOSED TRAFFIC CIRCULATION PLAN Number Revision Description Revision Date TANKER "SOD"PLANTING LEVEL Designed By TC Date Submitted 01/20/17 SCALE: 1 40' HDPE GRASS PAVER INSIDE CELLS Drawn By Date Created -M� TQLT 08/23/16 ACTUAL FINISHED GRADE Approved By Scale BG AS SHOWN 0 40 80 SOIL FILL LEVEL INSIDE PAVER a Client GRIDWORK AFTER HEAVY WATER DOWN. 6" THE ENCLAVES THIS IS THE ACTUAL"SOD"PLANTING SCALE: 1 40' LEVEL 1 56655 ROUTE 25 HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM SOUTHOLD, NY 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Project: R E C E I V GRASS PAVER DETAIL OVERFLOW PARKING AREAS NOTES: SCALE: NTS SITE PLAN 9 2023 c n 1. THE MAXIMUM LOAD BEARING FOR THE LOAD BEARING GRASS PAVER SURFACE IS 75,000 )outhold Tow LBS. Planning Board 2. ALL CURBS WILL BE MOUNTABLE UNLESS OTHERWISE NOTED. Project Address: 56655 ROUTE 25 GRADE T-_1. SOUTHOLD FINISHED PROPOSED SUFFOLK COUNTY, NEW YORK 3- 2' PAVEMENT County Tax Map Number: Contract Number: _T 1000-63-3-15 Regulatory Reference Number. < 18. Tide of Drawing: #5BAR (CONTINUOUS) Kenworth T880 Single Unit Tanker TRANSPORT-TANKER TRAILERS PROPOSED SITE l­--8------4 CIRCULATION A CONCRETE TO BE 4,000 PSI @ 28 DAYS LOAD CAPACITY AT LEAST 75,000LBS PLAN AND DETAILS FOR EMERGENCY PURPOSES MOUNTABLE CURB DETAIL Drawing Number. SCALE: NTS U, \4mo Sheet of PROPOSED TANKER DETAILS 6 23 SCALE: NOT TO SCALE' PWGC Project Number: 'N'"t LU W EXISTING FENCE IN P IT IT' F E Z RELOCATE DRY FRAME E GE L622.7 1KSIG Unauthorized afteration or addition z LU to this drawing and related documents AVG1601 NYSDOT CASE NUMBER 97500 Is violation of Section 7209 -0 of the New York State Education Law 01q 9 NOTES: �_ END ROAD WORK 1. INTERMEDIATE-TERM IS STATIONARY WORK THAT OCCUPIES A LOCATION MORE THAN ONE DAYLIGHT PERIOD END UP TO 3 CONSECUTIVE DAYS, OR NIGHTTIME WORK LASTING MORE THAT 1 HOUR. ROAD WORK ❑ 2. NO WORK ACTIVITY OR STORAGE OF EQUIPMENT, VEHICLES, OR MATERIAL SHOULD OCCUR WITHIN A BUFFER ❑ 50'-100' SPACE. DOWNSTREAM TAPER 3. XX IS THE EXPECTED OVERALL LENGTH OF THE OPERATION TO BE COMPLETED WITHIN THE WORK DAY. A SUPPLEMENTAL DISTANCE PLAQUE W7-3a SHALL BE USED WITH SIGN W20-1 WHEN THE DISTANCE BETWEEN THE ADVANCE WARNING SIGNS AND WORK MAY BECOME GREATER THAN 2 MILES AS A RESULT OF THE Strategic Environmental and Engineering Solutions FOLLOWING SITUATIONS: -MULTIPLE WORK LOCATIONS ARE ANTICIPATED WITHIN XX MILES FROM THE W20-1 SIGN 3. - ® • ❑ DOWNSTREAM ❑ CHANNELIZING DEVICES MA WORK AREA WILL BE RELOCATED DURING THE DURATION OF THE WORK WITHIN XX MILES FROM THE W20-1SIGN ❑ TAPER (SEE NOTE 5) SEE DETAIL 4. WHEN MULTIPLE WORK LOCATIONS EXIST WITHIN XX MILES FROM THE W20-1 SIGN, A G20-1 SIGN SHALL BE 630 Johnson Avenue. . Suite 7 ❑ 410A PLACED EVERY TWO MILES INDICATING THE DISTANCE FROM THE SIGN TO THE FARETHESE WORK LOCATION. Bohemia - NY - 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 10' MIN 5. CHANNELIZING DEVICE SPACING (CENTER TO CENTER) SHALL NOT EXCEED 20, IN THE ACTIVE WORK SPACE. E-mail: INFO@PWGROSSER.COM ROLL AHEAD DISTANCE 6. CHANNELIZING DEVICES SHALL BE PLACED TRANSVERSELY A MINIMUM OF EVERY 800,AS SHOWN WHEN A (SEE TABLE 410-04) CONSULTANTS PAVED SHOULDER HAVING A WIDTH OF V OR GREATER IS CLOSED FOR A DISTANCE GREATER THAN 800,AS CHANNELIZING DEVICES SHOWN WHEN A PAVED SHOULDER HAVING A WIDTH OF 8' OR GREATER IS CLOSED FOR A DISTANCE GREATER(SEE NOTE 5) ROLL AHEAD DISTANCE THAN 800'. Pq(SEE TABLE 410-04) 7. THE PROTECTIVE VEHICLE(S) SHALL MAINTAIN THE APPROPRIATE ROLL AHEAD DISTANCE, BE AN UNOCCUPIED TRUCK POSITIONED PARALLEL TO TRAFFIC, PARKING BRAKE SET, PLACED IN 2ND GEAR (MANUAL TRANSMISSIONS/ENGINE OFF)OR PARKINEUTRAL(AUTOMATIC TRANSMISSIONS)AND HAVE THE FRONT 0 0 WHEELS ALIGNED WITH THE LANE STRIPING. 0 0 8. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. NIGHTTIME LANE CLOSINGS WIL NOT BE PERMITTED WITHOUT PRIOR APPROVAL 0 0 FROM THE STATE PERMIT INSPECTOR. 0 0 9. PEDESTRIANS TO BE ACCOMMODATED ON SITE DURING CONSTRUCTION, WITH A 5'WIDE ADA COMPLIANT PASSAGE, SO THAT THEY DON'T HAVE TO CROSS TRAVEL LANES OF TRAFFIC. DETAIL 410A: SEE NOTE 6 NOTES ON NIGHTTIME WORK: BUFFER SPACE N1. WORK OCCURRING AFTER SUNSET AND BEFORE SUNRISE WILL BE CONSIDERED NIGHTTIME OPERATIONS. (SEE TABLE 410-02) N2. ALL SIGNS, STOP/SLOW PADDLES AND RED FLAGS USED TO WARN/ALERT/CONTROL TRAFFIC SHALL BE RETROREFLECTIVE. N3. ALL WORKERS INVOLVED SHALL WEAR PROTECTIVE HELMETS AND NIGHTTIME APPAREL IN ACCORDANCE WITH §107-05A HIGH VISIBILITY APPAREL AT ALL TIMES. SHOULDER TAPER ❑ (SEE TABLE 410-02) N4. VEHICLES OPERATING ON THE PAVEMENT OF A CLOSED ROADWAY OR TRAVEL LANE SHALL DISPLAY ROATING END THIS SIGN SHALL BE LOCATED A MINIMUM AMBER BEACONS OR FLASHING LED BEACONS AT ALL TIMES. A ROAD WOW G20-2 DISTANCE OF 80 FT. ANDMAXIMUM OF 400 FT. N5. LEVEL I ILLUMINATION SHALL BE PROVIDED NEAR THE BEGINNING OF LANE CLOSURE TAPERS AND AT ROAD (SEE TABLE 410-01) PAST THE END OF THE DOWNSTREAM TAPER CLOSURES, INCLUDING THE SETUP AND REMOVAL OF THE CLOSURE TAPERS. N6. LEVEL II ILLUMINATION SHALL BE PROVIDED FOR FLAGGING STATIONS, ASPHALT PAVING, MILLING, AND NO ROAD CONCRETE PLACEMENT AND/OR REMOVAL OPERATIONS, INCLUDING BRIDGE DECKS, 50 FEET AHEAD OF AND TABLE 410.01: ADVANCE WARNING SIGN SPACING SHOULDER W8-23 WORK W20-1 100 FEET BEHIND A PAVING OR MILLING MACHINE. NO yy DISTANCE BETWEEN SIGNS SHOULDER N7. LEVEL III ILLUMINATION SHALL BE PROVIDED FOR PAVEMENT OR STRUCTURAL CRACK FILLING, JOINT REPAIR, ROAD TYPE PAVEMENT PATCHING AND REPAIRS, INSTALLATION OF SIGNAL EQUIPMENT OR OTHER A(FT.) B (FT.) ELECTRICAUMECHANICAL EQUIPMENT, AND OTHER TASKS INVOLVING FINE DETAILS OR INTRICATE PARTS AND URBAN ( 30 MPH*) 100 100 EQUIPMENT. URBAN (35-40 MPH*) 2C0 200 NEXT ROAD WORK N8. ALL LIGHTING SHALL BE DESIGNED, INSTALLED, AND OPERATED TO AVOID GLARE THAT AFFECTS TRAFFIC ON URBAN L45 MPH*) 350 350 B XX MILES W7-3a (SEE NOTE 3) NEXT XX MILES G20-1 (SEE NOTE 4) THE ROADWAY OR THAT CAUSES ANNOYANCE OR DISCOMFORT FOR RESIDENCES ADJOINING THE ROADWAY. (SEE TABLE 410-01) RURAL 500 500 N9. PRIOR TO THE START OF NIGHTTIME OPERATIONS,A WRITTEN NIGHTTIME OPERATIONS AND LIGHTING PLAN IS *PRECONSTRUCTION POSTED SPEED LIMIT 2400 LB PROTECTIVE REQUIRED FOR APPROVAL. V — VEHICLE TMIA WORK AREA N10. SEE NIGHTTIME SAFETY BULLETIN, HDM §16.5.7, &SSTANDART SPECIFICATIONS §619 FOR ADDITIONAL SEE TABLE 410-03 REQUIREMENTS AND CONSIDERATIONS. 9 REVISED PER TOWN COMMENTS 12/21/2022 zo TABLE 410.02: LONGITUDINAL BUFFER SPACE AND TAPERLENGTHS a REVISED PER TOWN COMMENTS 11/23/2022 7 REVISED PER NYSDOT COMMENTS 09/15/2022 1__S CHANNELIZING DEVICE O O 6 REVISED PER TOWN COMMENTS 02/15/2022 SHOULDER TAPER LENGTH: U3 ❑ ARROW PANEL 5 ADDRESSED FEIS COMMENTS 05/11/2021 LONGITUDINAL TAPER LENGTH: L(FT.)/*OF SKIP LINES/ (FT.)/*OF SKIP LINES/*OF (SEE TABLE 410-05) 0 0 (CAUTION MODE) 4 REVISED PER CLIENT'S REQUEST 02/18/2021 PRECONSTRUCTION OF CHANNELIZING DEVICES CHANNELIZING DEVICES 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 POSTED SPEED BUFFER SPACE 2 ADDRESSED DEIS COMMENTS 07/17/2019 LIMIT(MPH) DISTANCE FOR LANE WIDTH IN FT. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 OF SKIP LINES NES (LATERAL SHIFT OF TRAFFIC FLOW PATH) FOR SHOULDER WIDTH Number Revision Descripfion Revision Date W W Designed By Date Submitted 10 11 12 <4 FT. 5-7 FT. > 8 FT. WORK ZONE TRAFFIC CONTROL TC 01/20/17 25 15514 120/3/4 120/3/4 120/3/4 40/1/2 40/1/2 40/1/2 p p Drawn By TC�LT Date Created 08/23/16 W w TWO—LAN ETWO—WAY ROADWAY Approved By BG Scale As SHOWN 30 200415 160/4/5 160/4/5 200/5/6 40/1/2 40/1/2 40/1/2 = > > = SHOULDER CLOSURE Client 35 25016 200/5/6 240/6/7 240/6/7 40/1/2 40/1/2 80/2/3 cn � � cn C INTERMEDIATE TERM OPERATION THE ENCLAVES 40 305,18 280/7/8 320/8/9 320/8/9 40/1/2 80/2/3 80/2/3 56655 ROUTE 25 45 36019 440/11/12 520/13/14 560/14/15 80/213 80/2/3 120/3/4 N.T.S. SOUTHOLD, NY 50 425/11 520/13/14 560/14/15 600/15/16 80/2/3 120/3/4 160/4/5 Project: 55 495/13 600/15/16 600/15/16 680/17/18 80/2/3 120/3/4 160/4/5 R E C I V U TABLE 410.05: CHANNELIZING DEVICE APPLICATION FOR INTERMEDIATE—TERM STATIONARY WORK SITE PLAN JAN 2023 1 TABLE 410.03: PROTECTIVE VEHICLE REQUIREMENTS ZONES Southold-To wn—� Planning Board I Project Address: NON-FREEWAY WORK ZONE PROVISIONS z MUTCD COMPLIANT CHANNELIZING DEVICE 56655 ROUTE 25 CLOSURE TYPE ROAD TYPE &SPEED U Of SOUTHOLD >45 MPH 35-40 MPH <30 MPH a- � SUFFOLK COUNTY, NEW YORK INTERMEDIATE-TERM cn z EXPOSURE CONDITIONS STATIONARY WORK ZONES LU v co co W W County Tax Map Number: Contract Number. WORKERS ON FOOT OR INVOLVE WORK THAT U O z z } W w w w Q 1000-63-3-15 > Y Y Regulatory Reference Number: VEHICLE EXPOSED TO P, TMIA P, TMIA SEE NOTE 2 OCCUPIES A LOCATION o z v Q Q < ¢ N Q LANE CLOSURE OR TRAFFIC FOR MORE THAN 1 LU p O � g R g d a Title of Drawing: ENCROACHMENT DAYLIGHT PERIOD UP TO 3 z 0 Q _ a H Q w J m OTHER HAZARDS NO W p g z _ WORKERS EXPOSED P, TMIA SEE NOTE 2 SEE NOTE 2 CONSECUTIVE DAYS, OR U z W j — j O ,�I NIGHTTIME WORK THAT `" Q m m W w nW. WORK O RK ZONE WORKERS ON FOOT OR OCCUPIES A LOCATION c~n w H > > VEHICLE EXPOSED TO P, TMIA SEE NOTE 2 SEE NOTE 2 FOR MORE THAN 1 HOUR TABLE 410.06: REQUIRED SIGN SIZES* TRAFFIC CONTROL z SHOULDER CLOSURE OR TRAFFIC SHOULDER/MERGING/ 20 FT. * X X ENCROACHMENT SIGN NON-FREEWAY FREEWAY OTHER HAZARDS NO SHIFTING TAPERS 40 FT. X X SEE NOTE 2 SEE NOTE 2 SEE NOTE 2 WORKERS EXPOSED MARKING FOR 2 2 2 G20-2 36X18 48X24 PLAN LEGEND TRANSVERSE BUMPS N/A X X X X W20-1 36X36 48X48 TRANSVERSE DEVICE W21-5 36X36 48X48 Drawing Number: P: PROTECTIVE VEHICLE REQUIRED FOR EACH CLOSED LANE& EACH CLOSED PAVED SHOULDER 8' OR WIDER, IF WITHIN CLOSED TRAFFIC 800 FT. X X X X X 0 THE WORK SPACE MOVES WITHIN THE STATIONARY CLOSURE, THE PROTECTIVE VEHICLE SHALL BE LANE AND/OR SHOULDER W7-3a 24X18 36X30Ic = I w REPOSITIONED ACCORDINGLY REMOVAL OF EXISTING 80 FT. X X X X X X 0 G20-1 36X18 48X24 TMIA: TMIA REQUIRED GUIDE RAIL r4O FT, WARNING FLAG 18X18 18X18 E NOTES: X=ALLOWED, BLANK= NOT ALLOWED, 0=OPTIONAL *SEE NOTE 5 ON THIS SHEET. meet or NOTES: o THE EXPOSURE CONDITIONS ASSUME THERE IS NO POSITIVE PROTECTION PRESENT 1. -A TYPE 1 OBJECT MARKER MAYBE USED IN LIEU OF CHANNELIZING DEVICE. * FREEWAY SIZES MAY BE USED ON NON-FREEWAY, IF SPACE 1. 2. -CHANNELIZING DEVICES SHALL BE EQUIPPED WITH A FLASHING WARNING LIGHT. CONSTRAINTS DONOT EXIST. 7 23 Q P. EITHER A PROTECTIVE VEHICLE OR THE STANDARD BUFFER SPACE SHALL BE PROVIDED g ; PWGC Project Number. o W iu Unauthorized alteration or addition z E to this drawing and related documents AVG 1601 NYSDOT CASE NUMBER 97500 of the New York State Education Law 0 o a a A RESIDENCE RE,-1!D:-f,G,;-, u- LAND NO1,!`v'OR FORMERLY OF TOWN HARBOR ANTHONY FORGIONE L11 I-- LANE S.C.T.tk NO. 1000-63-03-17.3 (0 (IMPROVED,CONNECTED TO PUBLIC WATER) LAND NOW OR FORMERLY OF U 11- A SCOPAZ LAND NOW OR FORMERLY OF 0 - VALERIE[ NYSDOT TYPE 1 CURB POOL 'CENT DOLOMITE&ILEANA DOLOMITE n- C; V!N 0 z S.C.T.M. NO. 1000-63-03-16 RAMP WITH DETECTABLE WARNING STRIPS S.C.T,M. NO. 1000-63-03-17.4 (IMPROVED,CONNECTED TO PUBLIC WATER) PROPOSED PERVIOUS Ds W ITEM 608.01050OD9 RESTAURANfFARKING (IMPROVED,CONNECTED TO PUBLIC WATER) 0 t-4 I-HS OCKAr ITEM 608.21 D00003 t,t1-7 WOOD POSTS (GRASS) FENCE EXISTi IG VV1TH NETTING CB P-2 z LINE OF EXISTING PROPOSED 65HIGH EXISTING I STORY FRAME 50'TURNING RADIUS LRIV A BE z 0 C/5 _ ,i I PROPOSED 6.5'HIGH --1OL U STOCKADE FENCE To SHED TO BE RENOVATED AND REM 6 51 VIED INCORPORATED INTO MAIN tt WOODEN STOCKADE FENCE REMOVE HIGH SrO,CKADE EXISTING PROPOSED I DLP Ls-7 Strategic Environmental and Engineering Solutions REMOVE HYDRANT FENCE z �F PROPOSED FIRE /ACOUSTIC BARRIER FAISTIN3 1L---- STRUCTURE NYSDOT TYPE 3 FENCE CART PATH FEN(;E Sk. 26 1 0.00, DRIVEWAY 0 3 ENTRANCE 28 W 12'EFFE 28 z ""' S07-44'40'-E 28 DEPTH . , 32 at�Ak W-5h) 29 622.78' ............ SIGN 30 S07'38'10"E Our TURNING RADIUS M VU I R]w V4:1 V4=1 I I LIZ 41- EXISTING WELL -D [-;rTELIATED AS NEW PROPOSED . ...... DRIVEWAY LO --�-NYSDOT TYPE 1 CURB RIM 28.0 R�H IRRIGATION WELL 1 04 630 Johnson Avenue. Suite 7 RIM 12'Dik < --26 RAMP WITH DETECTABLE 31 DL A-5 WARNING STRIPS -2618 9 2 R o P L A-4 2D5 T DEPTH 9'tr C DEPTH CB 12 A F ECTIVE EPT ..... Bohemia NY - 11716 0 RIM 30.5 RDH B-2 0 ITEM 608.21000W3 one: - Fax: Elk 17 EFFECTIVE DEPTH n 0 0 RIM 28.5 ITEFFECTIVE IVE-mail: INFO@P E;;EC 4r t Cb1 X 2 ii (D STRUCTURE' I RII I SIGN M 1.5 ENT RME 0 PROPOSED HOTEL . 4 rv=I PROPOSED RESTAURANT CONCRETE SIDEWALK CONSULTANTS PROPOSED EVENT RM. 26.5 AR t W/BASEMENT Clo 29 y NYSDOT ITEM 680.0101 101-0* TWO(2)STORIES W/BASEMENT 4,41Z bl�- 28 AREA SEATS RDR 19MIN. 26,272 SF Ui ------ tz < .... ...... 26 FF EL.32.0' 141�0 ......................... ............... 14X�POSED ADDIT 0 ................!� u) -1 a 0 EXISTING S11, a_ W W TOPSOIL-ROADSIDE .... ...... 29 RIM 26.5 0 ..... 491 SF 26 z z of NY DOT ITEM 610.1402 V DIA. 0- n n n n n 6 r EFFECTIVE X > TURF ESTABLISHMENT-ROADSIDE WALKWAY NYSDOT ITEM 610.1601 14 DEPTH RIM28.8 al IF PROPO IrDlk S "Jo ITEFFECT[VE DEPTH RANT PARKING z IG NYSDOT TYPE r. RESTAU j- 3 coo DLP D-6 3DRiVEWAY (GRASS) 75' RIM 30.5 3 RIM 25.5 0 ol In ENTRANCE DLP C-6 12'DIA- 0 50 101DA LAWN SCULPTURE _3 IT EFFECT DEPTH ... 25' IrE CTFVE EFTH GARDEN r RIM 26.0 F DRAINAGE J(D J 50"FURNING RADIUS i;,5'H104 IZ DLk I 'ROPOSE' F_ 00 lZiEFFEL)PIED 27) ZT5 I LU F4MXWDK TEFFECTTVE 1Z EFFEC11V OODEN STOCKAD FEN�,r 'VEPTH NYSDOT TYPE I V EFFECK D� WAS1lUlkY CURB r. RAMP WITH DETECTABLE GRADE EL.305 VC D-3 PA-10 0 RIM 25. WARNING STRIPS RIM25. 2DIk RIM 25.8 TE 608.1 500 9 ZFTR�DEIMI PROPOSE4 2'Dlik NEW PROPOSED DRIVEWAY 11 EFFECTIVE DEPTH z 10 0 17 DLk 00003 PARKING 11 FFECITVE DEPTH AND PARKING TH431�3 AREA 12'EFFECTrVE DEPTH HOT COTTAGE TUB 669 SF CHESSBOARD lus ILL. 0 : V\� :-FPM M fRDi FL6bR DRAIN P FIP M M M M ♦ TW:30f -1W:306 uy Uo AM G ATE ELEV:27.2 DtCCRATI SHED' -N04!45'20"W BW:27.25 BW:27.25_ a..�-..1� r- 178.00' rEEEI PONDnl FL�01R DRAIN -W VE 32 0 000 RIM 25.8 LCB A-9 C AGE2 GRATEr:27.2 2 .5 0.1 L0 HOT 66 SF ;Fl in 0.1 IROPOSED 6.5'HIGH RIM 31.8 PROPOSED 2 TUB .5'H 31.. on 0 �-�AINING WALL WOODEN cb to qR�E-- EL. STOCKADE FENCE W E EL.275 FF EL.32.0' 0� 1, 7.25 uc I L HOT U) UL J - I C> L) U u- Z= TUB POND DRAIN 0 C� LAND NOW OR FORMERLY OF U- 1;0 r. Cn RDH A-7 M.11 21 0 o- Do EO ac i�? EUGEN TOMASIC&MIRELLA TOMASIC 0, C-1 SIGN HOT &Dlik Pli COTTAGES RIM 30.5 1'2 H UB 66 SF RIDGE POOL RIDGE PROPOSED 12-EFFECTIVE DEPTH VEFFECTIVE I STANr:nr S.C.T.M. NO. 1000-63-03-14 DPIPE ITH c, I?DIX PLAY TEFFECTIVE DEPTH 0 6i � -J Z" U (IMPROVED,CONNECTED TO PUBLIC WATER) DILP 13- W Cb 12'D U) Z 0 , •, , * , /11 EFF C OOR DRAIN YHOT W CL ❑II R in 0 of TEJ�EV:27.2 TUB 0 E3 LOOR DRAIN RDH B-3 DLP C-6 .C.1� -D RATE 27.2 RIM 29. RIM 26. 00 COTTAGE 4 W,27 RW 9721, 12Dik pi:HOT 12'EFFECTrVE DEPTH DEPTH THR 669 SF TW RAMP- TW:30.5-RAMP 0 DLP 4 7'EFFECTrVE ;.qcTIVE DE = LOCUST LANE �0 10.....b. 'a I I K Y in a i none ccaoaS 1� ]rloo 12'UIA. 28 22 PROPOS�D FEF LIRR LAND BA L PROPERTY BAN PARKING WALKWA cocY 00-00- OGRASS PMAVED WAL AREA ------- oos :i000 26 0 12'Dik 000 nc i 30 12'EFFECTtVE DEPTH ..Q LCB C-3 non, "at loll ITEFFECTNE DEPTH I-\ --- I -pi- Q .. 1 1 6 L-JUL 0 0 zau4ju�it GRASS P RS ............ RIM 26.5 Q.1 an LP 0 P P. Up p4p4--- LAND NOW OR FORMERLY OF LINE RIM 20.8 RIM 29.5 cr A 12'DIA. Dl�. 17E CTIVE 0 GARBAGE RIM 32.0 frg Ir CTIVE DEPTH 29 NEW PROPOSED DRIVEWAY 'N ,DEPTH 0 JANET L.RYAN b RIM 31.8 A , . ! f ED Do, I A,no S.C.T.M. NO. 1000-63-03-13 34 1Z EFFECTIVE 7EFFECTIVE DEPTH 31 no AREA ITDA im C-J 12,DIA. T DLPA,-2 LU I 1 11 SIGN DEPTH a! M I C Up RIM31,8 32 PROPOSED PARKING AREA 12'Dlk W DUD o (IMPROVED,CONNECTED TO PUBLIC WATER) 12 EFFECTIVE 0 G�Io.o D 0 D DEPTH 3 Do 0 o 0 0 L GRASS PAVERS D' U oufli u Do co LCR M 27 s RIM31.25 ............. 00 17 DIA . ......... .... 17EFFECTIVE C-7 11 -..- - .-,­.----1--;--- RIM27.5 cc) 34 W. C13 71. DEPTH --W 12'Dik- ..... ...... .......J TEFFECTIVIE DEPTH N05- '50-W LL;�-t, _4 0 ---- --- �- --1 1 33 PROPOSED 6.6 HIGH 8 WOODEN 616.57' 29 2 STOCKADE FENCE PROPOSED FIRE 9 REVISED PER TOWN COMMENTS 12/21/2022 HYDRANT YDRANT 40 F 8 REVISED PER TOWN COMMENTS 11/23/2022 31 0 80 7 REVISED PER NYSDOT COMMENTS 09/15/2022 LAND NOW OR FORMERLY OF 6 REVISED PER TOWN COMMENTS 02/15/2022 CHARLES W.WITZKE PROPOSED GRADING AND DRAINAGE PLAN 32 SCALE: 1 40' 5 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 4 REVISED PER CLIENT'S REQUEST 02/18/2021 SCALE: 1 40' N05 1W (IMPROVED,CONNECTED TO PUBLIC WATER) 3 ADDRESSED COMMENTS DATED 12/9/19 04/0812020 51.34' ....... 2 ADDRESSED DEIS COMMENTS 07/17/2019 T. 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 Number Revision Descripbon Revision Date Designed By Date Submitted TC 01/20/17 Drawn By Date Created TQLT 08/23/16 Approved By Scale BG AS SHOWN Client THE ENCLAVES ...... ......... . ...... ......... 56655 ROUTE 25 L___ L_ LLL SOUTHOLD, NY LLLLLLL Project RECEIVED > DRAINAGE AREA'B' L L DRAINAGE AREA'A' FJAN 9 2023 1 .............. DRAINAGE AREAU SITE PLAN SOULI-lUIL] IL)VVII Planning Board DRAINAGE AREA'C' ............. /i L11- LL L Project Address: 56655 ROUTE 25 .......... I............... I.............. ........... .......... ............ SOUTHOLD L L L L L--[ L SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: LLLLL- 1000-63-3-15 Regulatory Reference Number: �/ 11 ` L L L L X Tide of Drawing: ............ ........ ............. X X X Z Z X, Z. .- LLL 4 L I L L L ..................L-L- L PROPOSED SITE ........... DRAINAGE ........... ............. _--I L I Me AND GRADING PLAN PROPOSED GRADING AREA MAP Drawing Number. SCALE: NOT TO SCALE st, G G 2 M Sheet Of S07 4440-E 8 23 PWGC Project Number. Unauthorized alteration or addition to this drawing and related documents AVG1601 NYSDOT CASE NUMBER 97500 Is a Wolation of Section 7209 Of the New York State Education Law jajlA�'- 9W r"FRF'Ri win Strategic Environmental and Engineering Solutions • 630 Johnson Avenue. - Suite 7 Bohemia - NY - 11716-2618 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS (oil W, 0 --------------- Y r Cr 's Ca-£ e•. $"9� d 8 's < :.6a p v'f ,g ,f �., fr bif' .$ i TOTAL PROPERTY AREA = 294,202 SF(6.75 ACRES) 84,994 SF(1.95 ACRES) 101,050 SF(2.31 ACRES) 66,921 SF(1.53 ACRES) 41,237 SF(0.94 ACRES) DRAINAGE AREA IMPERVIOUS-32,334 SF DRAINAGE AREA IMPERVIOUS-56,716 SF DRAINAGE AREA IMPERVIOUS-17,422 SF DRAINAGE AREA IMPERVIOUS-19,778 SF _ DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED DRAINAGE REQUIRED HOTEL ROOF : 26,398 SF x 2"/12"x 1.00 = 4,399.66 CF EVENT ROOM ROOF: 3,651 SF x 2"/12"x 1.00 = 726.33CF ASPHALT: 15,971 SF x 2"112"x 1.00 = 2,661.83 CF CONCRETE WALKS: 2,870 SF x 2"/12"x 1.00 = 478.33 CF CONCRETE STEPS: 477 SF x 2"112"x 1.00 = 79.50 CF ASPHALT: 13,069 SF x 2"/12"x 1.00 = 2,178.16 CF CONCRETE CURB: 615 SF x 2"/12"x 1.00 = 102.50 CF COTTAGE ROOF: 2,676 SF x 2"/12"x 1.00 = 446.00 CF CONCRETE WALKS: 1,599 SF x 2"/12"x 1.00 = 266.50 CF CONCRETE CURB: 702 SF x 2"/12"x 1.00 = 117.00 CF GARAGE ROOF: 370 SF x 2"112"x 1.00 = 61.66 CF HOT TUBS: 288 SF x 2712"x 1.00 = 48.00 CF POOL AREA: 10,244 SF x 2"/12"x 1.00 = 1,707.33 CF TOTAL REQUIRED = 2,903.66 CF RESTAURANT ROOF: 2,760 SF x 2"/12"x 1.00 = 460.00 CF ASPHALT: 25,002 SF x 2"/12"x 1.00 = 4,167.00 CF CABANAS: 600 SF x 2"/12"x 1.00 = 100.00 CF CONCRETE STEPS: 62 SF x 2712"x 1.00 = 10.33 CF CONCRETE CURBS: 1,498 SF x 2712"x 1.00 = 249.67 CF PLAY COURTS: 786 SF x 2"/12"x 1.00 = 131.00 CF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 3,296.32 CF TOTAL REQUIRED = 5,389.00 CF CHESS BOARD: 399 SF x 2"112"x 1.00 = 66.50 ASPHALT: 15,086 SF x 2712"x 1.00 = 2,514.33 CF EVENT ROOF: (2)V DIA.x Y EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE LEACHING POOLS CONCRETE CURB: 420 SF x 2"/12"x 1.00 = 70.00 CF (2)x 42.24 ClCF/FT x 8 FT. 760.32 CF TOTAL REQUIRED = 9,334.82 CF ASPHALT/CURB: (2)12'DIA.x 12'EFFECTIVEDEPTH LP'S ASPHALT/CURB/CONC: (4)12'DIA,x 12'EFFECTIVE DEPTH LP'S COTTAGE ROOF: (2)V DIA.x 6'EFFECTIVE DEPTH LP'S =(2)x 100.88 CF.FT x 12 FT = 2,421.12 CF =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF =(2)x 42.24 CF/FT x 6 FT. = 506.88 CF DRAINAGE LEACHING POOLS TOTAL PROVIDED = 3,181.44 CF REST.ROOF: (1)10'DIA.x V EFFECTIVE DEPTH LP'S ASPHALT/CURBS: (5)12'DIA.x 12'EFFECTIVE DEPTH LP'S 5 CF =(5)x 100.88 Cl x 12 FT. = 6,048.00 CF HOTEL ROOF: (4)12'DIA.x 12'EFFECTIVE DEPTH LP'S =(1)x 68.42 CF/FT x 8 FT.TOTAL PROVIDED 53896.60 CF , HOT TUBSICONC.WALK: (1)10'DIA,x V EFFECTIVE DEPTH LP'S =(4)x 100.88 CF/FT x 12 FT. = 4,842.24 CF = 389 _ DRAINAGE AREA PERVIOUS-49,499 SF (1)x 68.42 CF/FT x 8 FT. = 547.36 CF ASPHALT/CURBS: (2)17 DIA.x 12'EFFECTIVE DEPTH LP'S TOTAL PROVIDED = 7,102.24 CF (2)x 100.88 CF/FT x 12 FT. = 2,421.60 CF POOL AREA: (4)12'DIA.x V EFFECTIVE DEPTH LP'S DRAINAGE REQUIRED DRAINAGE AREA PERVIOUS-21,459 SF (4)x 100.88 CF/FT x 5 FT = 2,017.60 CF REG.AREA/WALK: (2)V DIA,x V EFFECTIVE DEPTH LP'S GRASS PAVERS: 5,785 SF x 2712"x 0.30 = 289.25 CF DRAINAGE REQUIRED (2)x 42.24 CF/FT x 8' = 675.84 CF GRASSMNDSCAPING: 43,714 SF x 2"/12"x 0.30 = 2,185.70 CF TOTAL REQUIRED = 2,214.95 CF GRASS PAVERS: 854 SF x 2"112"x 0.30 = 42.70 CF TOTAL PROVIDED = 9,939.28 CF GRASS/LANDSCAPING: 20,695 SF x 2"112"x 0.30 = 1,034.75 CF DRAINAGE AREA PERVIOUS-52,660 SF DRAINAGE LEACHING POOLS TOTAL REQUIRED = 1,077.45 CF DRAINAGE REQUIRED PERVIOUS: (4)12'DIA,x T EFFECTIVE DEPTH LP'S DRAINAGE LEACHING POOLS DRAINAGE AREA PERVIOUS-44,334 SF =(4)x 100.88 CF/FT x 7 FT. = 2,824.64 CF TOTAL PROVIDED = 2,824.24 CF PERVIOUS: (1)12'DIA.x 12'EFFECTIVE DEPTH LP'S GRASS/LANDSCAPING: 52,660 SF x 2"/12"x 0.30 = 2,633 CF DRAINAGE REQUIRED =(1)x 100.88 CF/FT x 12 FT. = 1,210.56 CF 9 REVISED PER TOWN COMMENTS 12/21/2022 TOTAL REQUIRED = 2,633 CF TOTAL PROVIDED = 1.210.56 CF 8 REVISED PER TOWN COMMENTS 11/23/2022 GRASS PAVERS: 525 SF x 2"/12"x 0.30 = 26.25 CF 7 REVISED PER NYSDOT COMMENTS 09/15/2022 DRAINAGE LEACHING POOLS GRASSMNDSCAPING: 43,809 SF x 2"/12"x 0.30 = 2,190.45 CF 6 REVISED PER TOWN COMMENTS 02/15/2022 TOTAL REQUIRED = 2,216.70 CF 5 ADDRESSED FEIS COMMENTS 05/11/2021 GRASS: (1)12'DIA,x 5'EFFECTIVE DEPTH LP'S 4 REVISED PER CLIENT'S REQUEST 02/18/2021 =(1)x 100.88 CF/FT x 5 FT. = 504.40 CF DRAINAGE LEACHING POOLS 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 GRASS/LANDSCAPE: (2)12'DIA.x 12'EFFECTIVE DEPTH LP'S 2 ADDRESSED DEIS COMMENTS 07/17/2019 PERVIOUS: 2 12'DIA.x 12'EFFECTIVE DEPTH DLP'S 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 _ T x 10RO Cl x 12 FT = 2421.12 CF ( 2 x 100.88 CF/FT x 12 FT. = 2,421.12 CF Number Revision Description Revision Date TOTAL PROVIDED = 2,925.52 =( ) TOTAL PROVIDED = 2,421.12 CF Designed By Date Submitted TIC01/20/17 Drawn By Date Created Til 08/23/16 Approved By Scale BG AS SHOWN Client: THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY Project EC_EIV D SITE PLAN A 9 2023 Southola Town Planning Board PrgedAddress: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number. Title of Drawing: PROPOSED SITE DRAINAGE z d N AND GRADING PLAN Drawing Number: Aff a U N . 1�J N� • W:� io m � E n Sheet of 5 9 23 4" =j N " N Q a l Project Number. o ul i Unauthorized alteration or addition E NYSDOT CASE NUMBER 97500 to this drawing and relateddocuments AVG1601 is a violl o in of Section 7209 o of the New York State Education Law ro a a B-1 B-2 B-3 B-4 (EL.26.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.28.0't) GROUND SURFACE (EL.30.0't) GROUND SURFACE DARK BRN. , , , 1 DARK BRN. , , , A 1 DARK BRN. , , , 1 DARK BRN. , , , rn 1 Al 2 ORGANIC LCAM 1 1 ORGANIC LOAM ; 1 1 ORGANIC LOAM 1 1 ORGANIC LOAM „ t I I I „ I I , I 1 15" OL 6 � t t 1 15" OL 6 , , , 1 16" OL 6 I I I 1B 17" 2 DARK BRN.-BRN. I i I 1 , , I 1 BAN.SANDY SILT ' ' ' 2 BRN.SANDY SILT DARK BRN.-BRN. I , t I , t • • • B 2 SILT LOAM,TR.SAND I , t B 2 , I t B 2 LOAM,TR.GRAVEL, „ I 2 LOAM,TR.ROOTS SILT LOAM, , , , AY ROOTS , , , 2 TR,SAND,ROOTS ; ; 3ROOTS • �/4 OOL)(6 i i i OL 6 ' ' ' (OL) 6) BRN.SAND,2 16" BRN. ANDY SILT ' ' ' 2 2 17° ( )O ' ' ' 2 4 1 g" LIGHT BRN.SAND, • • 2 16" TR.GRAVEL,SILT • • 6 LOAM,TR.ROOTS 3 ° • ° 3 TR.GRAVEL,SILT • ' . 6 SP 6 • • Strategic Environmental and Engineering Solutions B $ OL 6) • ' B 2 SAND,TR.GRAVEL, 0 0 0 5 (SP)(3b) • 7 • • • LITTLE SILT • • 5 6 • • 5 4 (SP SM)(6} • • 5 5 • • 5 5 • • 8 • • 5 ��LIGH GE • . • 6 „ • • 5 „LIGHT BRN.-ORANGE • • • ® • • 3 1$" • . 3 18 SAND,TR.GRAVEL, • 3 19 • 3 18 • 1 0 ®` ■ .. 8 LIGHT BRN.SAND, • 7 5 6 SAND,TR.GRAVEL, pj F • SILT • LIGHT BRN.-ORANGE • SILT • kl 10 TR.GRAVEL,SILT • • 8 SP 3b • • • 6 SAND,TR.GRAVEL, • • • 5 SP 3b • • • Suite 7 (SP)(3b) • ' . • • SILT • • (SP)( ) • • Bohemia . A . 11 . Sui e • 6 TAN-LIGHT BRN. 6 (SP)(3b) • ' • 5 • ' . 630 Johnson Avenue. . • ' • 4 719" ORANGE SAND, ' • ' 4 18" ' 4 17" • • • • g TR.GRAVEL,SILT • • • 6 • • ' S ' . ' Phone: (631) 589-6353 . Fax: (631) 589-8705 . • • 7 (SP)(3b) • • • 8 • • • 6 • • • • E-mail: INFO@PWGROSSER.COM • • , 6 6 LIGHT BRN.SAND, • • • 5 6 LIGHT BAN.SAND, , • , 5 4 LIGHT BRN.SAND, • • • • 5 16" TR.GRAVEL,SILT • • • 5 19" TR.GRAVEL,SILT • • 5 18" TR.GRAVEL,SILT • • • CONSULTANTS 10 • • 10 7 7 (SP)(3b) • • 10 y (SP)(3b) • • 10 4 6 (SP)(3b) • : • 6 6 4 5 • . . 4 8 18" ' • ' s 7 19" • • • s 4 18" • • • s 41911 • • • • 7 8 5 6 8 9 5 6 TAN-LIGHT BRN. • • • • • • • • 15 SAND,TR.GRAVEL, • • 15 • • 15 TAN-LIGHT BRN. • • • 15 • • 4 SILT • • • 6 • • • 5 SAND, ' • ' S • • ' 1-- .:.. .:_._.:. (SP)(3b) • • • • • • • • r-- ----- • • TR.GRAVEL,SILT • • `•I;•y:;_;�----�—i s 6 20' ' . ' 7 718" ' . ' 7 6 19" (sp)(3b) 7 5 19„ I_r 8 • • • 8 TAN-LIGHT BRN. • • • • ' • 6 TAN-LIGHT BRN. • • • _`F---'�_ ;� = :.> , _ 2 • • • 8 SAND, • • • �/7 • ' • 6 SAND, • • • • • TR.GRAVEL,SILT • • • • 0 • TR.GRAVEL SILT • • • RpdtR�A9 • • ($p)(3b) • • • ' • (SP)(3b) • ' • G lS�� " 20 20 20 20 �'. 7 . 6 . 5 w • • • ♦ •y,T:: ':,r---.„ RELOCATIONS W I . 8 • • • 7 " • ` • • • • 6 " • = • � w '_'. •,�'--+ys r :. ', 10'WEST „ 5 " ,'„. . 6 8 18 . • . 8 �/7 19 . • . 8 18 • • . 8 8 18 • • • '. °: • IN • • • • • • • • t • • • 1 ��' • • • • • • • • • • • • B-4 BAN.SAND, • ' • • ' • LIGHT BRN.SAND, • ' • • ' • (� 25 TR.GRAVEL,SILT • ' • 25 • • • 25 LITTLE GRAVEL, • ' • 25 • ' • 6 (SP)(3b) • • G.W.T. 8 • • TR.SILT . . 0 0 0 �B-5 _ —---- t 1g UNIFIED SOIL CLASSIFICATION • • 25'-8" • • (SP)(3b) • • 6 • • - .,.. `: 7 818" • • �""', 9 9 19" • • g 7 19" • • g 19° • • % , SOIL GROUPS . TYPICAL NAMES AND SOIL SYMBOLS �... , ri 8 • • 7 8 - 1aTHRU 1d BEDROCK • ' 8 • ' • 8 • ' • 6 • 0 • f ARE4;294,262XIT'==. t€;' END OF BORING 2T-0" END OF BORING 2T-0" END OF BORING 27'-0" • • • G.W.T. OR 67''ACRES B-`Z �, " ,"IA GW WELL GRADED GRAVELS,GRAVEL SAND MIXTURES,LITTLE OR NO FINES 28'-1" ' ' 9:41AM _1�_=-- +� POORLY GRADED GRAVELS OR GRAVEL SAND MIXTURES. .�10,W LU B`3 . LITTLE OR NO FINES 4 ,. . • • N SB EC CLASSIFICATION tWi SB RE CLASSIFICATION LWi SB RE CLASSIFICATION w n GP �.�,�. • • « �. .. � ( � ,,,, . _ SILTY GRAVELS,GRAVEL-SAND-SILT MIXTURE 30 • • " ara CLAYEY GRAVELS,GRAVEL-SAND-CLAY MIXTURE p LIGHT BRN.-BRN. • • • = b' ,,."w x ns GC B-6 SAND,TR.GRAVEL, B-5 B_7 $ • ' • ,,. L . �.. o $ SW WELL GRADED SANDS,GRAVELLY SANDS,LITTLE OR NO FINES o 0 0 SILT • "'""" 10 4 20" (SP)(3b) • • • 1 `•- t: •"u $P POORLY GRADED SANDS OR GRAVELLY SANDS,LITTLE OR NO FINES - (EL.30.0 t) GROUND SURFACE (EL.29.0 t) GROUND SURFACE (EL.32.0't) GROUND SURFACE DARK BRN. DARK BRN. 4 • • • - SM SILTY SANDS,SAND-SILT MIXTURES 0 0 0 1 I I I 1 I I BARK BRN. k. .. .. 1 ORGANIC LOAM ' ' ' 1 ORGANIC LOAM ' ' ' 1 ' ' ' �� - Sc CLAYEY SANDS,SAND-CLAY MIXTURES o 0 1 3 2 16" OL 6 1 I , , 1 ORGANIC LOAM , I t • _,.: 0 . i i i 1 14° OL 6 „ t 1 I I I . . k I , t I , , 1 " OL 6 I I I • '� BRN.-LIGHT BRN. , , , 2 BRN.-LIGHT BRN. , I I _'� • ORGANIC SILTS,VERY FINE SANDS,CLAYEY SILTS,SLIGHT PLASTICITY SILT LOAM, I I , �/2t I I 11 I • • "; a f;_..m 3 TR.SAND,ROOTS ' ' ' SILT LOAM, , , , 2 _ SANDY SILT LOAM, t t , • w, raErocA$N - ; ML IN 1 OL s ' ' ' 2 TR.SAND i TR.ROOTS • ' • ' ;'{ •' " 'E+^''IW i':'°=2d'poRTM�$ • CL INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY CLAYS 9 3 • 3 (OL)(6) i i i 5 OL 6 • • ' • • so.ro 8; '. o ) SANDY CLAYS,SILTY CLAYS 8 ( ) • r� SB7°SrMe'b .$g5'}41PW ,.., ®'�. .e ' 15" 17" " • • • 35 $ _ 1 '' • OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF LOW PLASTICITY I I I 7 REVISED PER TOWN COMMENTS 12/21/2022 2 5 • 2 4 BRN.-LIGHT BRN. • • • 2 6 16 • 1 • • w i'fit` " '"""-r I r• 6 REVISED PER TOWN COMMENTS 1/23/2022 • • SAND,TR.GRAVEL, 9 • • ' L17T E GRAVEL, • • I I - JI 7 6 4 • '� I �� �• ,,;,�W-^ _�;' --;- .1. '., ,' �. INORGANIC SILTS,MICACEOUS OR DIATOMACEOUS FINE SANDY OR • SILT • 1 • • • MH SILTY SOILS,ELASTIC SILTS 5 REVISED PER NYSDOT COMMENTS 09/15/2022 7 LIGHT BRN.-ORANGE • 5 (SP)(3b) 7 11 5 19" TR.SILT j ' rsTan rswF` •, 4 `V" clruncF ,,, .• �' REVISED PER TOWN COMMENTS 02/15/2022 5 • 5 • • • . I .;:. 8 „ SAND,TR.GRAVEL, 6 5 LIGHT BRN.SAND, (SP)(3b) • • • a :�; -.me a 1 '' $ INORGANIC CLAYS OF HIGH PLASTICITY,FAT CLAYS 3 18 7 "�• ,; a. - a 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 3 9 18 • • • $ • • • " TR.GRAVEL,SILT • • • 5 • • • x I -«.».. y Nl,:" .:;.} CH SP 3b - - ,.;,M � = F'T OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,ORGANIC SILTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 • • • • • • • . . • • • i _ _ ..a. • • • • 9 • • • IV 4 ,. - w 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 7 • .r "°"° , Pt PEAT AND OTHER HIGHLY ORGANIC SOILS Number Revision Description Revision Date ' LIGHT BRN.-ORANGE • • • • ".... ;" r .'T : -„a ,_._ y • 4 ZO" SAND,TR.GRAVEL, • • • • • • • .':=,`t; ,.;= ALLOWABLE SOIL BEARING PRESSURES, N.Y.C. BLDG.CODE TABLE 1804.1 ' • • SILT ' • ' • • • • � "" MAINR�AD m4DvHH Designed By Date Submitted 7 • MAXIMUM ALLOWABLE MAXIMUM ALLOWABLE • • . • • • . 1I mskou7F25 CLASS OF MATERIALS TC Ol/20/17 8 (SP)(3b) • . • TDPD6RAPHICAL * y Date Created • • • • 40 • • (Notes 1 and 3) • FOUNDATION PRESSURE FOUNDATION PRESSURE • • • 7 • • • • • • • • t. BEDROCK(NOTES 2 and 7)* Drawn 8 • SURVEY OF F�POPFR7Y crsF) (kPa) TC�I.T 08/23/16 • SITUAIiDIt/ Approved By Scale „ 5 1a HARD SOUND ROCK-GNEISS,DIABASE,SCHIST 60 6,746 • • • 5 • • • • . • • • • SOUTHOLD BG AS SHOWN 10 • • • 1° 6 • ' • • • • 12 5 20° • • a LAND SURUE:ING TOWHOFSOIri10(9' 'SUFfOlXCOUMY N.Y. 1b MEDIUM HARD ROCK- SERPENTINE 40 3,830 Client: • 1c INTERMEDIATE ROCK-SHALE,SANDSTONE 20 1,915 ":'�',...,:':.. �. .. IT.GT,ML NO.000-68-03-(5 • • • 1d SOFT ROCK-WEATHERED ROCK 8 766 . ,( ��,� X(yr (6.. THE ENCLAVES 6 5 6 " ' M. N cRATnnC,PeA!,C 2. SANDY GRAVEL and GRAVEL(GW,GP)(NOTES 3,4,8,and 9) •-, ,..-�.. ,, :' '.', 2a DENSE 10 958 56655 ROUTE 25 7 6 16" • • ' " 2b MEDIUM 6 575 a 8 20 • • • s 6 • • • 4 716 • • • • • • 3. GRANULAR SOILS(GC,GM,SW,SP,SM,&SCXNOTES4,6,8,and 9) SOUTHOLD, NY 7 • ' • 7 • • • ' • • • • 3a DENSE 6 575 • • $ • • • 3b MEDIUM 3 287 Project • • • 4. CLAYS(SC,CL,&CH)(NOTES 4,6,8,and 9)* {"S • • • • • • • • 4a HARD 5 479 • • • • • . • • • 45 BRN.SAND, • . • BORING LOCATION PLAN 4b STIFF 3 287 I I • ' • • ' • ' • ' TR.GRAVEL,SILT • . • 4c MEDIUM 2 192 • 4 SP 3b LE: NTknEMMEMd 5. SILTS&SILTY SOILS(ML and MH)(NOTES 4,B,and 9)* JA N ,� 2 3 • • ' ( )( ) 0 25' 76 150' � f00' 400' 500, SITE PLAN � • • • • 5 • 6a DENSE 3 287 15 • • • 15 • • • • • • 13 1 g" ' 5b MEDIUM 1.5 144 • • • • • • 15 • �76 • • • 6. ORGANIC SILTS,ORGANIC CLAYS, SOdffi&a iovil • • • • • • • • • 50' 100' N= , SEE 1804.2.1* SEE 1804.2.1* j 5 . DRAWING SCALE: 1 1OOt LOOSE GRANULAR SOILS andVARVEDSILTS Planning Board I • • • • • • 5 • • • • • • 7. CONTROLLED and UNCONTROLLED FILLS SEE 1804.2.2 OR 1804.2.3* SEE 1804.2.2 OR'1804.2.3* ' 5 6 20" TAN LIGHT BRN. • • • 7 6 18" • • • 5 • • • • • • *REFER TO SECTION 1804.2 OR NOTES FOLLOWING TABLE 1804.1 IN N.Y.C.BUILDING CODE FOR ADDTIONAL INFORMATION Project Address: 7 • • • TAN-LIGHT BRN. • • • 5 6 18" TAN-LIGHT BRN, • • • • • • 8 SAND, �/8 SAND, SAND, COMPACTION RELATED TO SPOON BLOWS/FOOT „N" STANDARD PENETRATION TEST-ASTM D 1586 56655 ROUTE 25 TR.GRAVEL,SILT • • • • ' • 7 TR.GRAVEL,SILT • • • • SAND&SILT CLAY (2"SPOON,1401b HAMMER,30"FALL) SOUTHOLD (SP)(3b) • 1 K.GRAVEL,SILT • • • • • • • (SP)(3b) • • • (SP)(3b) • • • LOOSE LESS THAN 10 SOFT LESS THAN 4 SPOON BLOW COUNT IS GENERALLY SHOWN • • • • • • • • • 50 • • 0 a PERFOOT BLOWS PERFOOT(N)USE2ND&3RD SUFFOLK COUNTY, NEW YORK . . • • • • • • MEDIUM 10 T030 MEDIUM aT08 a N=ITeLows (N6"INCREMENTS FOR TDRIVE,TOOBTAIN • • • • • • • • • 5 • DENSE GREATER THAN 31 STIFDF GREATF_R THAN 30� 6"INCREMENT Map Number: Contract Number.• • • • • County Tax M • • • • ' • • • • 6 20" • • • NOTES ROTARY X-HEAVY CB-CASING BLOWS PER UD-UNDISTURBEDSOIL 1000-63-3-15 SPOON 1FOOT DRIVE SAMPLE 0 • • • • • • • CASING CASING Regulatory Reference Number. • 20 • ° • • 14 5 • SB•SPOON BLOWS PER NO•SAMPLE NUMBER • • • • • • • SIZE,INCHES 2.5 2A S INCH DRIVE FEET-DEPTH FROM GNDSUR. - • • • • 6 • ' • 1. SOIL DESCRIPTIONS ARE BY VISUAL EXAMINATION OF SOIL SAMPLES RECOVERED DURING DRILLING OPERATIONS. HAMMERwEIG WEIGHT, ,� P-OF HAM BY WEIGHT NOTEDATEACHS' TmeofDrawing: 6 • • 5 • • G+ • OF HAMMER WOH-WEIGHT OF HAMMER 7 „ • C • 6 • • END OF BORING 52'-0" HAMMER FALL,INCHES - 30 WOR-WEIGHT OF ROD REC-SOIL RECOVERY IN INCHES 6 • ' • J t • ' • „ • • W 2. SOIL DESCRIPTIONS ARE IN ACCORD WITH THE UNIFIED SOIL CLASSIFICATION SYSTEM. THE LIABILITY OF SOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,FOR ERRORS,OMISSIONS OR NEGLIGENCE RESULTING W PERSONAL 6 20 • • • s 19 • 6 7 7 20 • • W INJURIES,PROPERTY DAMAGE OR ANY CONSEQUENTIAL DAMAGES,IS LIMITED TO THE AMOUNT OF THE FEE PAID FOR THIS REPORT.THE RETENTION • • �/7 • • • LL SB RE CLASSIFICATION OR USE OF ANY PART OF THIS REPORT WILL CaJSTITUTEAN ACCEPTANCE OFTHISLIMITATIONOFLIABILITY.IF THIS ISUNACCEPTABLETHECLIENT BORING PLAN N 8 • ' • • ' • 8 • • ' 3. GROUND WATER TABLE WAS MEASURED INSIDE THE DRILL CASING AT THE COMPLETION OF EACH BOREHOLE. MUST NOTIFY SOIL MECHANICS DRILLING CORP.IN WRITING BY CERTIFIED MAILAITHIN MEN DAYS FROM THE DATE OF RECEIPT.THE FE:EC14ARGED • • • • FOR THIS REPORT IS BASED ON THIS LIMITATION OF LIABILITY WHICH IS THE ESSENCE OF THIS AGREEMENT.IF THE CLIENT WANTS A HIGHER • • • • • • • • • LIMITATION OF LIABILITY,SOIL MECHANICS DRILLING CORP.,WILL NEGOTIATE ONE,BASED UPON A HIGHER FEE BEING CHARGED FOR THE ADDITION- • • • • • • • • • 4. SOIL STRATIFICATIONS ARE ACCURATE TO WITHIN TWO FEET VERTICALLY. _ AL ASSUMPTION OF LIABILITY.TOIL MECHANICS DRILLING CORP.,ITS OFFICERS OR EMPLOYEES,HAVE NO LIABILITY OR RESPONSIBILITY ro • • • • • • • • • PERSONS OTHER THAN THE CLIENT FOR WHOM THIS REPORT WAS PREPARED.ANYONE,OTHER THAN OUR CLIENT,RELIES ON THIS AT THEIR OWN RISK. AND BORING LOGS d ' • ' ' • ' • ' • 5. SOIL SAMPLES WERE OBTAINED USING A CENTRAL MINE EQUIPMENT(CME)AUTOMATIC TRIP HAMMER. • • • • ANDREW V.GIAMBERTONE&ASSOCIATES,ARCHITECTS,PC 5 0 • 0 25 0 • 5 • • 6. SOIL TEST BORING GROUND SURFACE ELEVATIONS SHOWN ARE REFERENCED TO TOPOGRAPHICAL SURVEY- 62 ELM STREET W • • • • PROVIDED BY:ANDREW V.GIAMBERTONE ASSOCIATES&ARCHITECTS. HUNTINGTON,NEW YORK 11743 > 6 • . • 6 • • • 6 . ' . 7 7 7 20" • ; • 9 20 • , • 7 8 7 20" ; • ; ''' SOIL MECHANICS DRILLING CORP. Drawing Number: o 8 7 8 '3j'i END OF BORING 2T-0 • END OF BORING 27'-0" subsoil investigations w END OF BORING 27'-0" 3770 MERRICK ROAD • SEAFORD, NEW YORK 11783 516 221 -2333 w LU w SUBSURFACE INVESTIGATION EL N SB EC C L A S S I F I C A T 10 N U. SB RE CLASSIFICATION w v� W ,L N SB EC C L A S S I F I C A T 10 N o PROPOSED 2 STORY HOTEL m ROUTE 25 a P® SOUTHOLD, NEW YORK sheet of a VERTICAL BORING SCALE: DRAWING DATE: DRAWING NUMBER 1 0 2 V 1/2"=V-0"UNLESS NOTED OTHERWISE DECEMBER 27,2016 16L805.7 DATES OF BORINGS: DRAWN BY: CHECKED BY: REVISED DATE: PWGC Project Number. a " Z: 16LDWGS 16L805.7 DECI CV SHEET 1 of 1 w W Unauthorized alteration or addition F NYSDOT CASE NUMBER 97500 tothisdrawing and ofSecrelated on7209documents AVG1601 J is a violation of Section 7209 �o of the New York State Education Law C,o a a U it RESIDENCE RESIDENCE LAND NOW OR FORMERLY OF U_ TOWN HARBOR ANTHONY FORGIONE it LANE &C.T.M. 1110. 1000-63-03-17.3 UJI 'gin1121 (IMPROVED,CONNECTED TO PUBLIC WATEr�) 6 LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF U_ -5 17 VALERIE M.SCOPAZ rM 8"In NYSDOT TYPE I CURB VINCENT DOLOMITE&ILEANA DOLOMITE CK 0 0 S.C.T.M. NO. 1000-63-03-16 RAMP WITH DETECTABLE V, POOL 0�3 Z S.C.T.M. NO. 1000-63-03-17.4 (IMPROVED, CONNECTED TO PUBLIC WATER) WARNING STRIPS ITEM 608.01050009 (IMPROVED,CONNECTED TO PUBLIC WATER) 8- " ::� ITEM 608.21000003 Z WOOD POSTS 6• Z 0LL WITH NETTING LINE OF EXISTING EXISTING 1 STORY FRAME POCL 0 6 TO BE SHED TO BE RENOVATED AND DRIVEWAY REMOVED INCORPORATED INTO MAIN RELOCATE EXISTING I NYSDOT TYPE 3 LLI I 11 7- PROPOSED FIRE q 0 1 STRUCTURE Strategic Environmental and Engineering Solutions PROPOSED STORY FRAME DRIVEWAY T 26 31 ENTRANCE HYDRANT Co< 27 011 GARAGE TO REMAIN CART PATH _N_J 0.00, 28 S07 4-40-E 28 28 32 im 622.78' 30 S07038'10"E 29 _Q11_11 SIUN t 7 -S I - 7 F - ...... ,/-CPUTINGWELL A -Lu ___-NYSDOT TYPE I CURB LO 0 1 - J �RELOtATED AS -- ------- -I NEW PROPOSED 630 Johnson Avenue. - Suite 7 CA RAMP WITH DETECTABLE ED of < WARNING STRIPS Bohemia . NY . 11716-2618 ............ ...... ..... XIST`G ........... T :4 0 ITEM 608.010500M 7CH 6 U ...... ...... ITEM 608.21000003 Phone: (631) 589-6353 Fax: (631) 589-8705 0 0 IX Z Of I E-mail: INFO@PWGROSSER.COM 4%, R28' 0111: 234' < U) fi G TO 2 STORY R28 STRUCTURE TO REMAINZ CONSULTANTS 0 PROPOSED EVENT RM. PROPOSED RESTAURANT SIGN CONCRETE SIDEWALK PROPOSED HOTEL PROPOSED EVENT RM. 26.5 + B GE W/BASEMENT clo (NO BASEMENT) NYSDOT ITEM 680.0101 TWO(2)STORIES WI BASEMENT ul AREA SEATS + 4,472 SF 28 ------ R4-6" 0'MIN. 26,272 SF F:27.5 R4 26 3 ROPOS R5'-4" 26' IFF EL.32.0' 1 �P� FRO 0 .... ...... I R5'5"---, lo b • I ET R2' . ..... ------- --I fir 8 WIN. 0 IF or W W TOPSOIL-ROADSIDE R2' 29 Z Z NYSDOT ITEM 610.1402 -G-G- in n In C < o_G 8 d L TURF ESTABLISHMENT-ROADSIDE W NYSDOT ITEM 610.1601 18r FZ24'-5" S IRTauaa O rr. 0 Z Z NYSDOT TYPE =) =) 3DRIVEWAY 0 0 ENTRANCE 751 R5-7" LAWN SCULPTURE 50' 25 GARDEN LU • R N Q), SETS Lu < 23'-5" lop RW .-a, A Lu 27�' 4R23'5' 1 NYSDOT TYPE I CURB .... .. RAMP WITH DETECTABLE RIO' R7*-6"GRAOfEl,10.51� 2"' R7 WARNING STRIPS /EWAY W 26'-0" ITEM 608.01050009 PROPOSED NEW PROPOSED DRI PARKING 13 Z - - ITEM 608.21000003 Zi AND PAWING LL *1 AREA HOT ''COTTAGE j CHESS BOARD 0 U_ Y( TUB 24'-0' LL < I F�: - P CA AN 4�-rt--TW 3 POND P" cb1 Via- r \ nnn 2 OU 14 n1low < PROPOSED 2 5'H 0 32. TAINING WALL GRADE EL 27.5' FF EL.32.0' In U) CC. 1. 1 ­.'" r=1 ­ 425 3�: 16'-0' CL OT U) n M '�00 f i---flkHJ' - a :21 UB UJ T , 03 ;.. I I LL LAND NOW OR FORMERLY OF U_ C1\\ 22T-I,- a. E0 0 HOT RIDGE RIDGEPROPOSED FRONT EUGEN TOMASIC&MIRELLA TOMASIC a- H COTTAGE 3 0 ?: sic- 0 POOL REAj YARD SETBACK S.C.T.M. NO. 1000-63-03-14 T 'I I I -PE 1\ _1 I PLAY W 0 (IMPROVED,CONNECTED TO PUBLIC WATER) I >_ W 'd RAO E_E_'L'2'7-.5- OT M W 0 IT I " 1q, I. il 1 0 Z ZDQ' IF HOT BW: 7 Vx 1 0 1 1 BW:27.20 4 COTTAGE 25 iw: 5 RAMP PROPOSED TUB, 28 - LAND BANKED LIRR Al rs n .1 n" n a DOI- LOCUST LANE PROPERTY PARKING 10 @ i, WALKWAY GRASS PAVED WALKWAY �'; 0 U U C.Q'n 0 �.00 6 AREA nnana �u 0 Li U'p a coonoo it LINE RIO' 0 oua + b. 61 6. b. -D D D Docau c a a,3RASS PAVERS Dan R20' i" OSV_ + R115' LAND NOW OR FORMERLY OF 141�t + -9 R4' 14. -0. 9A. \RI 10" !? NEW PROPOSED DRIVEWAY JANET L.RYAN 9".6 L J, - ARBAGE J, - 29 7rcb AREA W R4-6" P-IA-11- - 11 /-, I SIGN R4' '0 '\' uoe I • (D . - R8' -63-03-13 34 0 C'4 31- - S.C.T.M. NO. 1000 Yl Ci R33' 0 32 PROPOSED PARKING AREA C\ LU (IMPROVED,CONNECTED TO PUBLIC WATER) -9 R4:6" 9. 0 "q R f 9- 10' TYP R2 M I R 4' LO GRASS PA 7, 27 ------ + E0 RI 9'6' 00 L.......... 34 11_1-_-];��.� l V) NO�W50"W 616.57' bl,to: -IV 330 \PROPOSED FIRE 9 30 HYDRANT 8 REVISED PER TOWN COMMENTS 12/21/2022 if 31 7 REVISED PER TOWN COMMENTS 11/23/2022 LAND NOW OR FORMERLY OF 6 REVISED PER NYSDOT COMMENTS 09/15/2022 CHARLES W.WITZKE 32 U 5 REVISED PER TOWN COMMENTS 02/15/2022 4 ADDRESSED FEIS COMMENTS 05/11/2021 S.C.T.M. NO. 1000-63-03-28.1 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 N05-30-56"W (IMPROVED,CONNECTED TO PUBLIC WATER) 2 ADDRESSED DEIS COMMENTS 07/17/2019 51.34' 1 IREV.TO 44 ROOMS UPDATE UTILITIES 04111/2017 33 LAND NOW OR FORMERLY OF Number Revision Descripbon Revision Date HOLDING LLC PILLES REALTY HC 11 Designed By Date Submitted S.C.T.M. NO. 1000-63-03-12 H Tic 01/20/17 Drawn By Date Created EROSION & SEDIMENT CONTROL PLA' N TQLT 08/23/16 Approved By Scale SCALE: 1 40' Client BG AS SHOWN 0 40 80 56655 ROUTE 25 1 1 77 777- '77i" ....... V STANDARD AND SPECIFICATIONS FOR RECEI M I CONCRETE TRUCK WASHOUT SCALE: 1 40' Sediment and Erosion Control Notes SOUTHOLD, NY Project. JAN 2023 leaching of liquids into the ground.The liner shall be plastic 0 11 ' A. sheeting with a minimum thickness of 10 mils with no holes 1 THE PROPOSED EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE or tears, INSTALLED PRIOR TO THE START OF CONSTRUCTION. ADDITIONAL EROSION Proposed Notes Ou old Town and anchored beyond the top of the pit with an S earthen berm,sand bags,stone,or other structural CONTROLS MAY BE NECESSARY, BASED UPON FIELD CONDITIONS THAT MAY Planning Board appurtenance except at the access point. DEVELOP AS CONSTRUCTION PROGRESSES AND AS MAY BE REQUIRED BY THE Protection Elements OWNER OR DESIGNATED OWNERS REPRESENTATIVE. THE FOLLOWING GENERAL If Pre-fabricated washouts are used they must ensure the SITE PLAN CONDITIONS SHALL BE OBSERVED. capture and containment of the concrete wash and be sized 7 based on the expected frequency of concrete pours.They STRAW BALES A. ANY EXISTING VEGETATION NOT SCHEDULED FOR REMOVAL SHALL BE shall be sited as noted in the location criteria. a EROSION CONTROL PROTECTED AND REMAIN UNDISTURBED. 1%laintenance B. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE SIZE Project Address: OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. Sediment and Erosion Control Grading 56655 ROUTE 25 0 All concrete washout facilities shall be inspected daily. SILT FENCE Damaged or leaking facilities shall be deactivated and C. THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO o' f ,I REDUCE RUNOFF VELOCITIES AND QUANTITIES. SOUTHOLD '.P.- -_ "I' . " _1_­14i"'.��_­�" ....per repaired or replaced immediately. Excess rainwater that D. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED SLOPES. Definition& Scope has accumulated over hardened concrete should be 1. ALL 1:2 & 1:3 SLOPE AREAS WILL BE PROTECTED AGAINST EROSION DURING SUFFOLK COUNTY, NEW YORK purnped to a stabilized area,such as a grass filter strip. CONSTRUC11ON AND PERMANENT GROUND COVER SHALL BE SUCH THAT E. SEDIMENT SHALL BE TRAPPED ON THE SITE. FILTER FABRIC DROP INLET PROTECTION A temporary excavated or above ground lined constructed it * Accumulated hardened material shall be removed when EROSION WILL BE PREVENTED. NECESSARY MEASURES SHALL INCLUDE, BUT County Tax Map Number Contract Number: where concrete truck mixers and equipment can be washed 75%of the storage capacity of the structure is filled. Any NOT BE LIMITED TO, HAY BALES, AND SILT FENCE, AND SHALL BE MAINTAINED SPECIFIC METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND 1000-63-3-15 after their loads have been discharged,to prevent highly excess wash water shall be pumped into a containment FOR THE DURATION OF CONSTRUCTION AS WELL AS FOLLOWING THE MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE "NEW Regulatory Reference Number. alkaline runoff from entering storm drainage systems or vessel and properly disposed of off site. COMPLETION OF CONSTRUCTION UNTIL SUCH TIME THAT THE PROPOSED YORK STATE STANDARD AND SPECIFICATIONS FOR EROSION AND SEDIMENT leaching into soil. •* Dispose of the hardened material off-sire in a CONTROL, LATEST EDITION-. Title of Drawing: construction/demolition landfill.On-site disposal may be PLANTINGS HAVE BECOME ACCLIMATED/ESTABLISHED. LANDGRADING AREAS Conditions Where Practice Applies allowed if this has been approved and accepted as part of the projects SWPPP.In that case,the material should be 2. EXISTING TREES TO REMAIN - SHOWN WITH LIMIT OF TREE CANOPY- 2. SEDIMENT BARRIERS (SILT FENCE, HAY BALES OR APPROVED EQUAL) SHALL BE Washout facilities shall be provided for every project where recycled as specified,or buried and covered with a CONTRACTOR TO PROVIDE TREE PROTECTION FOR ALL EXISTING TREES TO INSTALLED PRIOR TO ANY GRADING WORK ALONG THE LIMITS OF DISTURBANCE concrete will be poured or otherwise formed on the site.This minimum of 2 feet of clean compacted carthfill that is REMAIN PRIOR TO EXCAVATION, GRADING, CLEARING OR GRUBBING. TREE AND SHOULD BE MAINTAINED FOR THE DURATION OF THE WORK. NO SEDIMENT SEDIMENT AND facility will receive highly alkaline wash water from the permanently stabilized to prevent erosion. PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON FROM THE SITE SHALL BE PERMITTED TO WASH ONTO ADJACENT PROPERTIES, STABILIZED CONSTRUCTION ENTRANCE cleaning of chutes,mixers,hoppers,vibrators,placing The plastic liner shall be replaced with each cleaning of SHEET C-400. WETLANDS OR ROADS. equipment,trowels,and screeds.Under no circumstances wilt the washout facility. wash water from these operations be allowed to infiltrate into • Inspect the project site frequently to ensure that no 3. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SEDIMENT BUILDUP THROUGH EROSION CONTROL the soil or enter surface waters. concrete discharges are taking place in non-designated A� areas. THE USE OF SEDIMENT BARRIERS, SEDIMENT TRAPS, ETC., AS REQUIRED. 4. PROPER MAINTENANCE OF EROSION CONTROL STRUCTURES IS TO BE DUST CONTROL Desip,n Criteria L///DnD\C_ PLAN ED PERFORMED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED :> Capacity: The washout facility should be sized to STORMS. MAINTENANCE MEASURES INCLUDE, BUT ARE NOT LIMITED TO, ;§ contain solids,wash water,and rainfall and sized to i allow for the evaporation of the wash water and CLEANING OF SEDIMENT BASINS OR TRAPS, CLEANING OR REPAIR OF SEDIMENT CURB DROP INLET PROTECTION rainfall.Wash water shall be estimated at 7 gallons BARRIERS, CLEANING AND REPAIR OF BERMS AND DIVERSIONS AND CLEANING Drawing Number. per chute and 50 gallons per hopper of the concrete AND REPAIR OF INLET PROTECTION. < pump truck and/or discharging drum. The minimum .2 deep.If excavated,the side slopes shall be 2 CONSTRUCTION. -5 g horizontal to I vertical. ii size shalt be 8 feet by 8 feet at the bottom and 2 feet 5. APPROPRIATE MEANS SHALL BE USED TO CONTROL DUST DURING SOIL STOCKPILE AREA Location: Locate the facility a minimum of 100 feet from 6. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT drainage swalles,storm drain inlets,wetlands,streams and SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE E K CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS Sheet of other surface waters.Prevent surface water from entering the .k;Z Structure except for the access road.Provide appropriate PERMANENTLY STABILIZED. 11 NY SDOT r7ZN IV,T IT F S7 rim 0 access with a gravel access road sloped down to the structure. 23 Signs shall be placed to direct drivers to the facility after their PWGC Project Number: load is discharged. u' Liner: All washout facilities will be lined to prevent Unaultiorized alteration or addition W to this drawing and related documents AVG1601 Z NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law SYMBOL SYMBOL SYMBOL SAND BAG OR SYMBOL FLOW o 2"X4"WOOD FRAME - 2'MINIMUM LENGTH ALTERNATE WEIGHT OF 2"X4" _m STAKE -- 2"x 4"WEIR �- 4"VERTICAL FACE 1.5'MAX. • -� / -Z- 2"STONE D p p D.'pIL I FABRIC BEDDING DETAIL _c ��� FILTER CLOTH 2"x 4"SPACER NOT TO SCALE WIRE MESH 3'MIN. II= D. •D .D D DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. ¶ ���I P D •D• D INLET TO lllj- �l� °a? PIPE Strategic Environmental and Engineering Solutions ANGLE FIRST STAKE TOWARDS �J- i�` DITCH OR DIVERSION TO III ii: 6'MAXIMUM SPACING PREVIOUSLY LAID BALE. _/ 1 +� + �-DIVERT SURFACE FLOW OF 2"X4"SPACERS - •� FLOW ' arr mrra i �Wr atue rr. 2. X 4.. •.. s., DROP INLET BURIED FABRIC \�ji WITH GATE ,,, JL ,,, JL ru ` ,,, ` BENCHr� GRADE2-3% FRAME ANCHORS BOUND BALES PLACED �- 1_ HR A au. .. ,,,,,,, +„�„ ,,,,,. ,,,,�. ,,,,,. ,,,,,,, DIST. . 630 Johnson Avenue. Suite 7 ON CONTOUR. s i N` Aft 4M JY. '� JY. A. .111-j j JY.A. JY. A, 5::_ STONE-� � Bohemia . NY . 11716-2618 2 RE-BARS,STEEL PICKETS ' 'W"2 '�'�' - �'"'" " ' a�'� +Yk A Tm � 1'MIN. Phone: (631) 589-6353 - Fax: (631) 589-8705 OR 2"X2"STAKES PLACED �Ilgpll�! " 'oR '' '' y i '�a ` r4 ! ! Y 'I��"IIIIII F�ny` � ` `� I _ E-mail: INFO@PWGROSSER.COM IIIII i•y 1 1/2'TO TIN GROUND. p F wrr a •,t .r p"X 4" _- DRIVE STAKES FLUSH WITH IIIIpiNpIR bl 1'MIN. �ffl I �'` �� "� +'�'� � GATHER EXCESS CLOTH ', j i SPACER ANCHORING DETAIL TOP OF BALE. NIN �� +vl� AT CORNERS NOT RI SCALE II Y 1�IIN i � +I%"k MESH CONSULTANTS 6" IN. X I�Ug4j.r,"� CONSTRUCTION SPECIFICATIONS 2"x4"WEIR CONSTRUCTION SPECIFICATIONS p' rI��pRmlgn CONSTRUCTION SPECIFICATIONS X Y(MAX) 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85.BURLAP MAY 1.BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A BE USED FOR SHORT TERM APPLICATIONS. 1.FILTER FABRIC SHALL HAVE AN EOS OF 40-85. ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2 20' 2.CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF 2.WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4"CONSTRUCTION 3 30' JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 2.EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF(4)INCHES,AND 4 40' GRADE LUMBER. PLACED SO THE BINDINGS ARE HORIZONTAL. 3. M.ATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A LENGTH OF 3 FEET. 3.WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH 3.BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. RE-BARS DRIVEN THROUGH THE BALE.THE FIRST STAKE IN EACH BALE SHALL 18 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED IT SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE WITH THE LSE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 4.THE WEIR SHALL BE SECURELY NAILED TO 2"x 4"SPACERS BALES TOGETHER.STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 5.FABRIC SHALL BE EMBEDDED 1 FOOT BELOW GROUND AND BACKFILLED. 9 INCHES LONG SPACED NO MORE THAN 6 FEET APART. 4.INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5.THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED PROMTLY AS NEEDED. 6.A 2"x 4"V1'OOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE 5.BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO OF THE FABRIC FOR OVER FLOW STABILITY. INLET AND HELD IN PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. MAXIMUM DRAINAGE AREA 1 ACRE MAXIMUM DRAINAGE AREA 1 ACRE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE FILTER FABRIC U.S.DEPARTMENT OF AGRICULTURE NATURAL RESOURCES CONSERVATION SERVICE STRAW BALE NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DETAIL NEW YORKSTATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION WOVEN WIRE FENCE SYMBOL SYMBOL (14112GAUGE I I EXISTING SYMBOL W/6"MESH PAVEMENT 10'C.TO C. SPACING) CONSTRUCTION SPECIFICATIONS 36"LENGTH FENCE EXISTING FILTER MOUNTABLE BERM 6 GROUND CLOTH (OPTIONAL) 1. ALL GRADED OP,DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING POSTS DRIVEN 1 " CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT INTO GROUND. CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED.2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, HEIGHT OF FILTER APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT STABILIZE ENTIRE PILE WITH VEGETATION •.. m. EXISTING CONTROL PLAN AVD THE"STANDARDS AND SPECIFICATIONS FOR SOIL EROSION OR COVER �` GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS". ` SLOPE OR LESS W W w v y 8„ EXISTING 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED " W W+ 1 W y W W W PAVEMENT IN AMOUNT NECE3SARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. W W W W W PERSPECTIVE VIEW 4. AREAS TO BE FILLED SHALL BE CLEARED,GRUBBED,AND STRIPPED OF TOPSOIL TO W W ` W W v, W W PLAN VIEW REMOVE TREES,VEGETATION,ROOTS OR OTHER OBJECTIONABLE MATERIAL. W W v, W v W W W W W W W W W W W WW W W W 36"FENCE POST --` 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF W W W W W W W W v W W W W WOVEN WIRE FENCE(14 1/2 GAUGE FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. W rW W W W W W W WW W WW W W I v, W W W W/6"MESH SPACING)WITH FILTER W W W W W W W wly CLOTH 20„ 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION,SLIPPAGE, W W W W W W W W W W W W ", a J 9 FLOW CONSTRUCTION SPECIFICATIONS SETTLEMENT,SUBSIDENCE OR OTHER RELATED PROBLEMS.FILL INTENDED TO ( HE 8 UNDISTURBED GROUND ME SUPPORT BUILDINGS,STRUCTURES AND CONDUITS,ETC.SHALL BE COMPACTED Fu ti 7 REVISED PER TOWN COMMENTS 2/21/2022 1.STONE SIZE-USE 2"STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. IN ACCORDANCE'NITH LOCAL REQUIREMENTS OR CODES. COMPACTED SOIL 6 REVISED PER TOWN COMMENTS 1/23/2022 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES 5 REVISED PER NYSDOT COMMENTS 09/15/2022 EMBED FILTER CLOTH 16" A 30 FOOT MINIMUM LENGTH WOULD APPLY). IN THICKNESS. ��• '20 4 REVISED PER TOWN COMMENTS 02/15/2022 6"IN GROUND. L� Q`� 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 4„I� 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. 8. EXCEPT FOR APPROVED LANDFILLS,FILL MATERIAL SHALL BE FREE OF FROZEN 4; SILT FENCE AF 2 SECTION VIEW PARTICLES,BRUSH,ROOTS,SOD,OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2 ADDRESSED DEIS COMMENTS 07/17/2019 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT (WITH WIRE FENCING POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF SUPPORT IN SLOPES>2:1) 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 CONSTRUCTION SPECIFICATIONS ENTRANCE TO SITE. SATISFACTORY FILLS. Number Revision Description Revision Date 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING 9. FROZEN MATERALS OR SOFT,MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL CONSTRUCTION SPECIFICATIONS 1.WOVEN WIRE FENCE TO BE FASTENED SECURELYTO FENCE POSTS WITH WIRE TIES OF STONE. NOT BE INCORPORATED IN FILLS. Designed By Date Submitted OR STAPLES.POSTS SHALL BE STEEL EITHER"T"OR"U"TYPE OR HARDWOOD. TC 01/20/17 6.SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. INSTALLATION NOTES Drawn By Date Created 2.FILTER CLOTH TO BE FASTENED SECURELY TO WCVEN WIRE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE.IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF TQLT 08/23/16 FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT. 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. Approved By Scale FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MESH OPENING. 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL,ALL BG AS SHOWN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. Client 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY 22 LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. OR OTHER APPROVED METHOD. 3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE SURROUNDED MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. WITH EITHER SILT FENCING OR STRAWBALES,THEN STABILIZED WITH 56655 ROUTE 25 RECEIVED 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING VEGETATION OR COVERED. 4.PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING. SOUTHOLD, NY 4. SEE SILT FENCE DETAIL ABOVE. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDEDAND MATERIAL REMOVED WHEN 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES,BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND Project JAN 0 2023 RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. L_ _uf` h6ld"BULGES"DEVELOP IN THE SILT FENCE. - U.S.DEPARTMENT OFAGRICULTURE U.S.DEPARTMENT OF AGRICULTURE U.S.DEPARTMENT OF AGRICULTURE tanning �0Wn NATURAL RESOURCES CONSERVATION SERVCE SILT FENCE NATURAL RESOURCES CONSERVATION SERVICE STABILIZED NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING Planning Board NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS SOIL STOCK PILE DETAIL NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK'TATE SOIL&WATER CONSERVATION COMMITTEE SITE PLAN EROSION CONTROL Project address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 Regulatory Reference Number: Title of Drawing: T SEDIMENT AND W EROSION CONTROL DETAILS W Drawing Number w o a ® � m w`o E Sheet of o 0 12 23 PWGC Project Number. LU Unauthorized alteration or addition z NYSDOT CASE NUMBER 97500 to this drawing and ofSecrelated on7209documents AVG1601 is a Notation of Section 7209 LL o of the New York State Education Law o 2i J a a Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY. 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 50' MIN. LENGTH MEASURED ALONG t OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) HIGHWAY EDGE OF PAVEMENT 12" (MIN.) E-mail: INFO@PWGROSSER.COM 24" TRANSITION (TYPJ OUTSIDE EDGE APPLICATION NOTES: OF TRAVEL LANE 6" CRUSHED STONE i A. THE PURPOSE OF A STABILIZED CONSTRLCTION ENTRANCE/EXIT IS TO REDUCE OR OR GRAVEL MIN. ELIMINATETHE TRACKING OF SEDIMENT 04TO PUBLIC RIGHTS OF WAY OR STREETS. CONSULTANTS r�r 12" MIN. COVER OVER PIPE-- r 12" (TYP.) GENERAL NOTES: GEOTEXTILE STABILIZATION, r %rrTj, 7 i 1. MODIFICATIONS MAY BE REQUIRED TO MATCH FIELD CONDITIONS. STRENGTH CLASS 1 "-FILL, MATERIAL MEETING THE REQUIREMENTS 2. PROPOSED DRAINAGE PIPES SHALL BE SIZED WITH SUFFICIENT CAPACITY TO CARRY DITCH OF EMBANKMENT MATERIAL. FLOWS (12" MIN.). ALTERNATIVE WAYS OF TRANSPORTING DITCH DRAINAGE ACROSS GRADE AS NECESSARY TO PROVIDE SMOOTH SAG ORIGINAL CONSTRUCTION ENTRANCE / EXIT MAY BE PROPOSED BY THE CONTRACTOR FOR APPROVAL D15D D D VERTICAL CURVE ALONG CONSTRUCTION GRADE BYTHE ENGINEER. _ ENTRANCE / EXIT (SEE NOTE 3) DRAINAGE PIPE, 12" MIN., IF NECESSARY ® n o (SEE NOTE 2) 3. DRAINAGE PIPES OVER 20" DIA. THAT AFE NOT BEHIND A ROADSIDE BARRIER SHALL = _TYPICAL CONSTRUCTION ENTRANCE EXIT PROFILE -- INCLUDE SAFETY END SECTIONS OR GRA'ING TO ENSURE TRAVERSABILITY. p / " (CUT AND DITCH SECTIONS) 4. THE CONTRACTOR SHALL GRADE TO PREPARE AND SMOOTH ORIGINAL GROUND, PLACE GEOTEXTILE OVER THE ENTIRE AREA THEN PLACE 6" OF •3 CRUSHED STONE OR GRAVEL ° ENTRANCE MATERIAL UP TO THE EDGE 0: PAVEMENT. HIGHWAY EDGE OF PAVEMENT 5. LAYOUT DRIVEWAY OPENING PER TAPER METHOD OF LAYOUT FOR A MINOR COMMERCIAL ' 50' MIN. LENGTH MEASURED ALONG OF CONSTRUCTION ENTRANCE / EXIT (SEE NOTE 1) OUTSIDE EDGE DRIVEWAY ON STANDARD SHEET 608-03. ° --_— _._...._.. ... . . .....__........._................_........._.... __... ...._.._..........._._... -- __ OF TRAVEL LANE 6. DETERMINE DRIVEWAY WIDTH "W" FROM 1HE MINOR COMMERCIAL DRIVEWAY CLASSIFICATION o D OF TABLE 1 ON STANDARD SHEET 608-03. o 24" TRANSITION (TYP.) T. INSPECT THE CONSTRUCTION ENTRANCE ! EXIT AT LEAST WEEKLY FOR SEDIMENT ACCUMULATION WITHIN THE STONE SURFACE AND FOR GENERAL SURFACE CONDITION. -GEOTEXTILE STABILIZATION, 8. PERIODIC MAINTENANCE IS REQUIRED IF SEDIMENT IS TRACKED ONTO PAVEMENT AND COST STRENGTH CLASS I OF MAINTENANCE WILL BE INCLUDED IN IHE UNIT PRICE BID. :fir;-,�..•., .� ��r.�z.�>1% TYPICAL CONSTRUCTION ENTRANCE / EXIT PROFILE (FILL SECTIONS) PLAN A DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY DRAINAGE PIPE I l (SEDIMENT FILTER LOG) (SEE NOTE 2)� I I WIDTH "W" #3 CRUSHED STONE OR GRAVEL ----. _--.-......................._____.__............._..._..... I � (SEE NOTE 6) � I � I III _�1 l GEOTEXTILE STABILIZATION, 1.5 STRENGTH CLASS 1 NOMINAL 2X2 WOOD POST SEDIMENT o III l \ fILTER LOG '- 'N 1:2 SLOPE (TYP I \ � III I FILL MEETING THE REQUIREMENTS DIRECTION IHEIGHT 6") I r I OF EMBANKMENT MATERIAL \ �. OF SURFACE 6" GRADE TO DRAIN RUNOFF FLOW IN DIRECTION OF I I I I I SEE TABLE - - - --I I - - - - - - - - - - - - - — — -� X � I r l- SEE NOTE 3 t I I I I I I I �• � III i II i II ♦ II slW 50' MIN. LENGTH "L" MEASURED ALONG 4 OF CONSTRUCTION ENTRANCE l EXIT III I BOTTOM OF DITCH II II - - — - — - — - — - — - - - -- - - - - - t�P - - - - - - - - II I / III 90 DEGREES-----� I t DRAINAGE III TYPICAL CONSTRUCTION ENTRANCE / EXIT SECTION A - A II ° STRUCTURE WALL n 1 1 1 12' (MIN.) l l 1 1 - - - - - - - - - - - - III - - -L v - i1i l ° ° • 1 I 1 a FILL MATERIAL AND--/ " `F TEMPORARY SEED AND MULCH TABLE 1 CROSS SECTION 8 REVISED PER TOWN COMMENTS 2/21/2022 X HIGHWAY SPEED CONDITION 7 REVISED PER TOWN COMMENTS 1/23/2022 1.5 '= DRAINAGE STRUCTURE INLET PROTECTION - TEMPORARY 6 REVISED PER NYSDOT COMMENTS 09/15/2022 5 REVISED PER TOWN COMMENTS 02/15/2022 2 ALL SPEEDS - PROTECTED BY BARRIER 3 < 50 MPH (SEDIMENT fILTER LOG) 4 ADDRESSED FEIS COMMENTS 05/11/2021 III + III wy 6 t 50 MPH 1 1 1 t r 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 of 2 ADDRESSED DEIS COMMENTS 07/17/2019 I � i 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 I w I w Number Revision Description Revision Date I N = A I Designed By Date Submitted TC 01/20/17 TYPICAL CONSTRUCTION ENTRANCE / EXIT PLAN Drawn By T Date Created 08/23/16 (CUT/DITCH AND FILL SECTIONS) Approved By Scale ----- -. BG AS SHOWN Client: THE ENCLAVES NOTE: 56655 ROUTE 25 R E 1' E SOUTHOLD, NY , THESE ARE FOR USE WITHIN THE NYSDOT RIGHT-OF-WAY Prom: LJAN 9 2023J Soutlhold-Town Planning Board SITE PLAN EROSION CONTROL Project Address: 56655 ROUTE 25 SOUTHOLD SUFFOLK COUNTY, NEW YORK County Tax Map Number: Contract Number: 1000-63-3-15 Regulatory Reference Number. Title of Drawing: SEDIMENT AND 3 c W EROSION CONTROL DETAILSS. W 0 Drawing Number. Lu Q U in k�� =302 h m c7 E Sheet of o 0 13 23 .22 O 1 a` PWGC Project Number: w w Unauthorized alteration or addition NYSDOT CASE NUMBER 97500 to this drawing and ofSecrelated on7209documents AVG1601 W is a violation of Section 7209 0 o of the New York State Education Law 0 �o da S.C.T.t4 . NO. 1000-63-03-17,3 -- (I� IiOt/ED, CONNECTED TO PUBLIC WATER;) LAND NOW OR FORMERLY OF I • � � • LAND NOW OR FORMERLY OF © c C) VALERIE M.SCOPAZ VINCENT DOLOMITE& ILEANA DOLOMITE c' O � Q S,C,T.M. NO. 1000-63-03-16 ' c� _ Landscaping S.C.T.M, NO. 1000-63-03-17.4 (IMPROVED,CONNECTED TO PUBLIC WATER) (II°a ROVED,CONNECTED TO PUBLIC WATER) NOTE:DIRECTLY EAST OF HOTEL �� � � 15'DEEP FRONTAGE LANDSCAPE AREA IN ? 1. ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS AS NOTED IN THE LATEST EDITION OF COMPLIANCE WITH SECTION 280-94 I ROOM,PLANT CUPRESSOCYPARIS � ? THE AMERICAN STANDARD FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN,ANSI TRANSITIONAL ZONE i a - C DEEP FRONTAGE LANDSCAPE AREA IN V LEYLANDII 18'-20'TALL. �• � 15'DEEP FRONTAGE LANDSCAPE AREA IN COMPLIANCE WITH SECTION 280 94 Z60.1. ACER RUBRUM CUPRESSOCYPARIS COMPLIANCE WITH SECTION \ TRANSITIONAL ZONE RELOCATE EXISTING 1 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN QUANTITY TAKEOFF. 17 PROPOS • �_ STORY FRAME 280 s3(s) 3. CONTRACTOR SHALL STAKEOUT PLANTINGS FOR ENGINEERS AND/OR LANDSCAPE ARCHITECTS APPROVAL 'OCTOBER GLORY'(2) LMUS PARVIFLORA(4) i PATH LEYLANDII(133) 27 GARAGE TO REM 4 26 10.00' _ 2a 28 Iz6� S07 44'40"E + _ --• a PRIOR TO BEGINNING WORK. 32 29 j °' .. - ;<: .,; < y _=m :. ;+.- '- z a y�T?;::'. f,;, - q r?, 4. SHOULD LOCATION OF TREES BE WITHIN 5'OF UNDERGROUND UTILITIES RELOCATE SAID TREES TO MIN.5' '' •" 1` ' �� "' FROM BALL TO UTILITIES. 31 S07°38'10 E _ -.a a `VP hh, �„' . ,. a �<- rr. -. 0 L 0 A ON 0 REE BE H N 20'OF OVERHEAD UTILITIES RELOCATE SAID TREES TO MIN.20'TO Strategic Environmental and Engineering Solutions 4°c. irr :�'. n �l,r.; O 5. SH U D L C TI F T S WIT I 9 9 9 M...., „ . ' 3 ' >h, `. :: " nFt _ TAXUS X MEDIA t.. 5 ., ., , I, e, :7-, �.,, t: ; r: ,, T5 �.. ' '^." r` WIRES.TREES WILL BE PLACED ON UNDISTURBED EARTH AND BACKFILL WILL CONTAIN AT LEAST 50 - as :: :. •T'! .. " ,�r. �f.; .AP a I"•fl6` /,,,,i':; a.✓> 8,;,; rni y.:1, , Ti,, rut f-, - _ ,A._ _....�., , , } t. •+> .,: 4's,. ,: x./<. ~:•a ULMUS :, �_ .._ ). ., ., ?, m Y tl t.� a� ..-..... �_. --...w,;:.a_..._..._.�, "�-�°-°%;, .� d.t�� y ... yam, � ... .� -.- .__- .,..� ,.. K , �.. •� .- �.;f;; TAXUS X UIEDIA '•�•����������;d HICKSII 22 24'W "!., .."9y�, - -,;• h •> •r'- �` , , :::::: :::::::::.d°°` , PARVIFLORA ( } 'Y' PERCENT OF THE SOIL TAKEN OUT OF THE PLANTING HOLE,TO PROMOTE GROWTH IN THE SURROUNDING 1 ,i,. <,,,,,. HICKSII (i73) >�° (4) SOIL =1 6. ALL BEDS SHALL BE MULCHED WITH 4 INCHES OF FINE SHREDDED BARK MULCH AND SHALL BE KEPT AWAY .•1C!' 1 9 C • ',fk S' ...........•::................ . . . . . . . . . . . . . R, L,. :':-::�rec RE AND SHRUBS. � 3 :::: \ FROM THE IMMEDIATE BASE OF ESA S U S. '�:;�>' �` •,,, � -•-•ia •.-•`•--._ •• 7. LANDSCAPING SHALL BE MAINTAINED IN HEALTHY AND VIGOROUS GROWING CONDITION. PLANTS THAT FAIL 1,f 1 , 179 SF 2 SHALL BE REPLACED WITH PLANTS OF COMPARABLE SIZE AND TYPE AT THE BEGINNING OF THE NEXT 630 Johnson Avenue. . Suite 7 LANDSCAPE 403 SF LANDSCAPE z GROWING SEASON TO MAINTAIN PLANT DENSITIES AND SPECIES MIX. AREA PER 'i` ° 0 5'LANDSCAPE g• PLANTING OF DECIDUOUS TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE 1 AND OCTOBER 15 Bohemia . NY . 11716-2618 \ 'tf k1i'8' SECTION %r c AREA PER SECTION AREA PER ,j �'r,• ;gr,T \ 280-95(A) 1 SECTION 280.93(B) / TO DECEMBER 15. PLANTING OF EVERGREEN TREES AND SHRUBS SHALL OCCUR BETWEEN APRIL 1 TO JUNE Phone: (631) 589-6353 . Fax: (631) 589-8705 .h O 29; 280 s5(A) 5 1 AND SEPTEMBER 1 TO NOVEMBER 15. X '4a, 28 ' _ • ' -�--•.•:. ______• i E-mail: INFO PWGROSSER.COM 0'MIN. _� PROP.TREE ::. 7:: a ULMUS /) 9. IF PLANTING AND/OR SEEDING IS IMPRACTICAL DUE TO TIME OF YEAR,TEMPORARY MULCH MUST BE a"'= p PER SECTION a i APPLIED UNTIL FAVORABLE WEATHER CONDITIONS PERMIT GERMINATION AND GROWTH,BUT NO MORE ` \ PARVIFLORA(4} I 280-95(A) .::'•:::� I 263 SF LANDSCAPE THAN 6 MONTHS AFTER PROJECT COMPLETION. CONSULTANTS 1 8'MIN. n -p , \ O \ 29 LANDSCAPE 186 SF a u AREA PER SECTION 9 ALL PLANTING BEDS SHALL BE CULTIVATED TO A DEPTH OF 8 INCHES AND RAKED TO REMOVE SOD CLUMPS, bt" -G 15 6" AREA PER a :. :.:.° Z 80-95(�1 p 15'D�. P FRONTAGE • ND S tP WEEDS,STONES AND OTHER FOREIGN MATERIAL EXCEEDING 2 INCHES IN DIAMETER.IMMEDIATELY AFTER ACER RUBRUM ` a ° °-F O :...I- r - '? w w w SECTION a O AREA IN COMPLIANCWITH o PLANTING,WRAP DECIDUOUS TREES TRUNKS FROM BASE TO FIRST LIMB WITH 4 INCH WIDE BITUMINOUS OCTOBER GLORY (2) _ SECTION 280-93(B) IMPREGNATED,INSECT RESISTANT TAPE OR PAPER MANUFACTURED FOR THAT PURPOSE.TIE WITH JUTE AT 9 q? 280-95(A) `r° z a :In'unaGaa ••G n ❑aaa0 '3^..1aill • 6^ § a RAC' V . .af O + 11. THOE USE OFP AND ONATIVE,C ROUGHT-OM. THE TRUNK I LERANY PLANP SHALL BE TS NOLANDVED 3CA LANDSCAPINGNE ISREQUIRED.AFTER .. G. ' , � o • , 4 n'aa:..� 50 25 .:: s1.P F.E.1 a - 4 r.C1 ' lac n°°ca " . .,n r aaa': . � - • • = 12. ONLY THE USE OF ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE NITROGEN IS NO MORE THAN 20%OF _ ° °° THE TOTAL NITROGEN IN THE MIXTURE IS REQUIRED ccao n o .'•::': ::'.>: E PP ATO WITH A CUMULATIVE LIGUSTRUM X 27 ar, EXIST.TREE PER e....: •...• O 13. A MAXIMUM OF 1 SB.OF NITROGEN PER 1000 SQUARE FEET IN ANY ON A LIC N, 1 m pC \ mac -' .a PROP.TREE PER SECTION 280-95(A) ::::::: .::::':::::; APPLICATOIN OF NO MORE THAN 2 LBS.PER 1,000 SF PER YEAR IS REQUIRED. IBOLIUM(24) O US 6 � � � ,o` SECTION 280-95(A) •-''! 14. THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS,OR POTASSIUM �\ VJ RA 2) -� O O 299 SF LANDSCAPE" BETWEEN NOVEMBER 1st AND APRIL 1st IS PROHIBITED. TAXUS X MEDIA AREA PER SECTION ACER RUBRUM 'HICKSII'(67)D w 280-95(A) 'OCTOBER GLORY'(2) 15. PHOSPHORUS CONTAINING GRATER THAN 0.67 IS NOT ALLOWED EXCEPT WHEN ESTABLISHING A NEW LAWN. LI STRUM -.- I a i DEBRIS,ETC.SHALL E REMOVED FROM THE SITE. IB L M 48 LIGUSTRUM X - ;. a •" UPON COMPLETION OF LANDSCAPING WORK,ALL EXCESS SOIL,D B ,E B ( } I IBOLIUM 59 ` p ]p i "` '" -YA; ' - T THE SITE SHALL BE IRRIGATED. SPRINKLER HEADS AND PLUMBING FIXTURES SHALL NOT ENCROACH UPON ANY Q a r / 4 - '`i?'<= Fl� I o _ RIGHTS-OF-WAY OF THE TOWN OF SOUTHOLD. ULMUS. ' LANDSCA PARKING \ PARVIFLORA(1) W No4�5'2 _ e _ AREA INC PLIANCE 32 LI USTRUMMM -- LIGUSTRUMM\ �5 a ) �� WITH SECTI o \1 IB LIUM(48) LIGUSTRUWX IBOLIUM 36 JUNIPERUS DAVURIC N a E� I ILMUS 280-95(B)(C) 2. ( ) \ EXPANSA 2 � 25IBOLIUM 36 O Duo PARVIFLORA(3) j ; t 1 in ...., 1,571 SF � ao: : • p m " LANDSCAP O n° CUPRESSOCYPARIS t 1 REAPER LIG STRUMX t=== ;.. �_ -- --- -- O a ag. ° ti I i �[ 1 RIDGE LIGUSTRUM X - > sEcrloN RIDGE LEYLANDII(10) " 280-95(A) IBO IUM(48) i IBOLIUM(25) ? G 15'DEEP FRONTAGE LANDSCAPE AREA IN ,- " COMPLIANCE WITH SECTION LIGIBO%TRUM X O \ n: a r� 280-93(B) } u 3 �a L• •U ( r STRUMX O • • 'e • ,.a, ,CN, a° FIVE SHADE TREES ALONG FRONT •� 3 y� ,,� IB LIUM(53 O \ O �.� 28\ i YARD IN COMPLIANCE WITH SECTIONCOW I _ °"' 280-93(AS SHOWN) a aa❑ :IGGGL, aGUJan°JaUoa GnG'Ga a❑ •]J :nU.,Ci t.0 UDaou:]aaaU 'a nacac nannonnannncaa°can °GRASS PAVED WALKWAY ,r, 'aoanr,cc,c aaaaaanaa aua aa' °aa NATURALAREA " I UL aaa r \ y " I --- -- REMOVE ALL PLASTIC&WIRE TABS. O I r 3Q\___, annr na m " - � �nanr. nnaaaanaiGRASSPAVERS � '�aaannn°Warn nnn 4 I o • O I O MU i 1 » °• A.. ACER RUBRUM I I DO NOT CUT BURLAP FROM SIDES 4-U520 SF LANDSCAPE \\ n: LAND NOW OR FORMERLY OF \ AREA PER SECTION PARVI5LO 2}_ _ JUN R�1S DAVUR A 'OCTOBER GLORY'(2} = of BALL. " 2e0 s5(A) LIGUSTRUM - 'E�(PAN A(12) 29 � �'�:r. JANET L. RYAN r ? REMOVE ALL PLASTIC CORDS FROM PROP.TREE PER ' a a a u u S.C.T.M. NO. 1000-63-03-13 ~' '` TREE BALL,IF PRESENT. ti \ PROP.TREE PER ULMUS 31 X IBOLIUM SECTION 280.95 A) o c n � o ACER RUBRUM ( � naaa•a =. ' (I M PROVE D,CONN ECTED TO PUBLIC WATER) 32 SECTION280-95(A) PARVIFLORA(2) �( 5) •aaa,n, ,, , ULMUS PAR1(IFLORA(2) , naaoa. 'OCTOBER GLORY'(3} I ��� if naaaaa ; ------ \ :G SSPAVE�S , \�27 VURI o � «� 31 j ! � JUNIPERUS DA CA � f .<r, w� +n .;nana.. no aaa II - ------I i`''`I 'EXPANSA(3) -777T7 -- ARIS w .fr g t'a � ®' m UPRESSOC f 77 34 ,..�,,,'�,;.;;�L, �.',, sr ;,.�,t;:ca-: a,b= o - � ''i.'� �.� ,���a,:� ��,. ,T.,a,- t;�, - �y .. _ 1.,;;� LEYLANDII( ) w : �$., .;„mini � �,_���-�Qir;` - - _ _ - EVERGREEN TREE , re .k / 50"W 616.5 ' to t a,.ry LANDSCAPE PARKING 33 z ACER RUBRUM \ AREA IN COMPLIANCE LANDSCAPE PARKING ' g PARVIFLORA 3 'OCTOBER GLORY'(3) AREA IN COMPLIANCE ( ) SOIL SAUCER,TOP W/MULCH N WITH SECTION WITH SECTION SET TOP OF ROOTBALL 1"ABOVE /1 N \ 280 95(B)(C) / 30 ACER RUBRUM FINISH GRADE N31 2ao s5(B)(c) 'OCTOBER GLORY'(2)( ) SHREDDED BARK MULCH AT 4"DEPTH LAND NOW OR FORMERLY OF 1 4"DEPTH OF COMPOST,INSTALL CHARLES W.WITZKE 32 G AND MIX W/PLANTING BACKFILL 9 °-° S.C.T.M. NO. 1000-63-03-28.1 MIXTURE 8 REVISED PER TOWN COMMENTS 2/21/2022 CUPRESSOCYPARIS N05"30'5 "W (IMPROVED,CONNECTED TO PUBLIC WATER) / // REMOVE BURLAP FROM TOP 1/3 7 REVISED PER TOWN COMMENTS 1/23/2022 51 34' ` LEYLANDII(46) LANDSCAPE PLAN = OF PLANTING BALL 6 REVISED PER NYSDOT COMMENTS 09/15/2022 Q a PREPARED PLANTING MIXTURE Co w 5 REVISED PER TOWN COMMENTS 02/15/2022 33 SCALE: 1" = 40' LAND NOW OR FORMERLY OF 25%COMPOST 4 ADDRESSED FEIS COMMENTS 05/11/2021 nu t CO �r-nt ry unr ntnrr_r t r 75%TOPSOIL 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 PH RANGE:6.7 TO 7.0 0 40 80 I-=i(;_; l�!,- 5 LBS.TYPE 1-ROOT GROWTH 2 ADDRESSED DEIS COMMENTS 07/17/2019 j!y_I!(--! -" -_:: ENHANCER PER CUBIC YARD OF y'II WI)ii''IW4�" MIXTURE 1 REV.TO44 ROOMS-UPDATE UTILITIES 0 4/1 112 0 1 7 n r I_{. Number Revision Description Revision Date SCALE: 1 = 40 BALL DIA. DO NOT EXCAVATE LOWER THAN BALL DEPTH.IF EXCAVATED BELOW THE BALL DEPTH BACKFILL AND COMPACT Designed By Date Submitted f-EXISTING TREE BALL DIA.x 2 MIN. TO PREVENT SETTLEMENT. Drawn By TC Date Created 01/20/17 AT TRUNK ROPOSED O PLANT CENTER TYPICAL TREE PLANTING T LT OS/23/16 ,r Approved By Scale BG AS SHOWN STONE RETAINING SCALE: NTS Client. r "..i ry; ,•. '"3s, # nt` O PLANT ROW pip WALL 1 PRUNE 1/5 OF GROWTH& .. . ,-., 23 ` r` 12"MAX.WALL HEIGHT v TYPICAL ON CENTER BROKEN BRANCHES BUT , ' " r� ,. O O SPACING AS LABELED ON 56655ROUTE PLANTING PLAN - J4 �•, � ,,,, ,,,,, ,,,, .�;,, ., l<�:•: ,,.-:, �• RETAIN LEADERS AND ----- --- .. 4. <�'�--� '�* �-•,� _ �-�- �'` �t�>,�- ---.>,`'`�'✓~., � -PLAN NATURAL FORM OF SHRUB SOUTHOLD, - r PLANT SET AT ORIGINAL PLANTING Project 2023 18"MIN. T. DEPTH -- 4 511 QTY BOTANICAL NAME COMMON NAME SIZE SPACING Southold i-own .n 1 ti q�° 00 o,tdP gor �a, x sq-,� �"^•\� ` :..-'./', 3„MULCH WITHIN I J, .,< Y�r k.?.,�;, arena",��mm�» �+.as... �r - 3"DEEP SHREDDED BARK MULCH Planning Board T � � �. ASSHOWN GRASS SEED ASSHOWN SEED ASSHOWN SITE P LA sr�'- ..� '.; _Xl C/w t EARTH SAUCER PROVIDE FULL COVER Yrn:a ) . _; i-; 12"MIN. PLANTING BACKFILL .`/ :' .:'< ASSHOWN 7 ALLEE ELM 2"CALIPER MIN,B&B. WHERE SHRUBS ARE PLANTED 27 ULMUS PARVIFLORA ' %-'''-• %' - ' ' WEED BARRIERLANDSCAPE PLAN z - _.......... IN MASS EXCAVATE ENTIRE 8EC110N �.'• � .- .:•':i-.�'." PLANTING BED HEDGE TRIMMED TYPICAL GROUND COVER LAYOUT 452 LIGUSTRUM X IBOLIUM NORTHERN PRIVET 2 GALLON CONTAINER ASSHOWN Project Address: 111� 56655 ROUTE 25 SCALE: NTS 18'-20'TALL,B&B AS SHOWN,8't O.C. MIXTURES. ROOT ROOT AS ER 133 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS EAST PROPERTY LINE& SOUTHOLD � TOPSOIL MIXTURE ( (133) 3"DEEP SHREDDED BARK MULCH BALL BALL A.A.N STD. STP AREA) SUFFOLK COUNTY, NEW YORK a 0 81 CUPRESSOCYPARIS LEYLANDII LEYLAND CYPRESS 18'-20'TALL,B&B AS SHOWN,8't O.C. XISTING TREE J (WEST PROPERTY LINE) (61) County Tax Map Number: Contract Number: UNDISTURBED EARTH 6"MIN. 1000-63-3-15 AT TRUNK .:,.... _... ,.,Tr. ,.�. »._.. JUNIPERUS DAVURICA'EXPANSA' PARSONS JUNIPER ASSHOWN Regulatory Reference Number: - �r< PLANTING BACKFILL MIXTURE I I I 111 f 18 2 GALLON CONTAINER r-PROPOSED �`; ern . ;�? >' �IIII lip `�_ _ �•� •• '- Title of Drawing: STONE RETAINING I �-!; I ; I- 10 ACER RUBRUM'OCTOBER GLORY' RED MAPLE 2.5"-3"CALIPER,B&B ASSHOWN AS PER AS PER WALL _CI -! I- g -•-. LANDSCAPE PLAN b �- 6 A.A.N.STD. A.A.N.STD. 6' HEDGE TRIMMED TYPICAL SHRUB PLANTING MIN. MIN. 262 TAXUS X MEDIA'HICKSII' HICKS YEW 2 GALLON CONTAINER ASSHOWN SCALE: NTS TYPICAL LARGE SHRUB PLANTING • 18 MIN. SCALE: NTS A N ID DETAILS t NOTES: EXISTING TREE TO REMAIN-SHOWN WITH LIMIT OF TREE CANOPY- CONTRACTOR TO PROVIDE TREE TEMPORARY TREE PROTECTION I , PROTECTION FOR ALL EXISTING TREES TO REMAIN PRIOR TO EXCAVATION,GRADING,CLEARING OR GRUBBING. SCALE: NTS 4' ' FINISH GRADE(LAWN) 1.SPRAY ALL PLANTS WITH ANTI-DESSICANT. TREE PROTECTION SHALL USED TO LIMIT ROOT DISTURBANCE PER DETAILS SHOWN ON THIS SHEET. :•; : CONTINUOUS CLEAN, • """""""'""' SHARP,&SMOOTH 2.SHRUB SHALL HAVE SAME RELATION TO FINISH GRADE •• SHOVEL OR TROWEL AS EXISTED AT NURSERY. ft 0*_ EXISTING TREE DESCRIPTION AND SIZE o SHAPED EDGE i BETWEEN LAWN AND 3.IF BALLED&BURLAPPED,REMOVE TOP 1/3 OF BURLAP. NOTE: Drawing Number, 6" `*B&B-BALLED AND BURLAP • ••'i-•- --' \ MULCHED AREAS ' ,. a 4.REMOVE ALL PLASTIC&WIRE TAGS < FINISH GRADE(MULCH) ALL TREES,SHRUBS,AND GROUND COVERS SHOWN TO W APPROXIMATE SCALE AT 10 YEAR MATURE SPREAD TOTALS 5.REMOVE ALL PLASTIC CORDS FROM TREE BALL,IF PRESENT IN GROUPINGS OF SHRUBS,EXCAVATE ARE SUBJECT TO CHANGE BASED UPON FIELD INSPECTION. 12"MAX.WALL HEIGHT �/j AND BACKFILL ENTIRE SHRUB BED AREA W 1 \//��\// � , w1PREPARED BACKFILL ALL TOPSOIL FOR PLANTING SHOULD HAVE A LABORATORY m \ /�l:, \ TESTED ORGANIC VALUE OF 5%MINIMUM.SOIL SHALL HAVE A " e �//�/�\\�%'\\�/�//�\�/ PH VALUE BETWEEN 6$.SOIL SHALL BE FREE OF ALL STONES sheet of o NOTE: PERMANENT TREE PROTECTION AND ORGANIC MATTER LARGER THAN 1 1/2"DIAMETER.SOIL 14 23 WHEN GRADES SURROUNDING TREES PERMANENT TREE PROTECTION TYPICAL EDGING BETWEEN LAWN AND MULCHED AREAS FOR PLANTING PITS SHALL BE AMENDED AT THE RATE a CUBIC YARDS OF WELL ROTTED MANURE PER CUBIC YARDS PWGC Project Number. GREATER OR LESS THAN 1:2 SLOPE OR 1' SCALE: NTS SCALE: NTS OF TOPSOIL. o rii iu Unauthorized alteration or addition z GRADE CHANGE, CONTRACTOR TO PROVIDE PROTECTION FOR EXISTING TREES to this drawing and related documents AVG 1 601 z SHOWN ON PLAN. 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I N.A. LIGHTING PLAN Client: StatArea I 1 1.01 4.7 1 0.1 1 10.10 47.00 Lumrnaire Schedule SCALE: 1 40' THE ENCLAVES Symbol Qty Label LLF ANTON LARGE WALL 'T.,TECH LIGHTING ANTON LARGE WALL -T,,TECH LIGHTING 0 4 T3 0.900 56655 ROUTE 25 RE_C_E1,\/_ED 2 T4 7-9 0 0 0 40 80 PRODUCT FEATURES SPECIFICATIONS 4r On L 0• 5 T5 0.900 �111T SOUTHOLD, NY 2 door wall mount 0.900 Wdo-ornp hnes,Z-1 a m proffle PEWAPI . .. .... _._ ' ­______-- . i •__ . JAN 2023 S.AD�!IA!t!j!�L Project 0.850 NET.[11- 2 pendant SCALE: 1 40' ...... Tn 0 t HF.ICHT ?k- _h-Id-I- • 2 Sign lite 0.66 ___ _ __,__ : 2- -_ A ��-1 ' - - - - : Sod;L 0 1 wallpack 0.900 Indirect 11-inat- YJp1N ___ W,- 11;­� 0 V1 2 ............................................. Wall mount column 0.900 1�,S W-1 N-A WO LISTFI. I Planning Board ❑ 140 MH PATH LIGHT 0�900 • Prmt,'.Ted byaS,yearwt USRqecn T-1 byhLngc­Ibr­cr,.:­E­yd>,,,!, SITE PLAN ........................................................... .......................................... ............... NOTES 1 PROPOSED SUITE LIGHTING IS COMPLIANT WITH CHAPTER 172, LIGHTING,OUTDOOR-REGULATIONS OF SITE LIGHTING PLAN THE TOWN OF SOUTHOLD, NY,PART 11,GENERAL LEGISLATION. Pmjed Address: 2, PROPOSED 8,527 LUMENS PER ACRE. LAM PING 56655 ROUTE 25 3. ALL NONESSENTIAL EXTERIOR LIGHTING SHALL BE TURNED OFF WITHIN 1/2 HOUR AFTER THE CLOSE OF CAMPING SPECIFICATIONS SOUTHOLD BUSINESS AND/OR WHEN NOT IN USE. LIGHTS THAT ARE CONTROLLED BY TIMERS OR THAT ARE I Fn LAMP INTEGPATIO LED NO CAMP.....................Z___ ___­ ---I.- �­....... .. '' . ............NONCE...........I....... .. SUFFOLK COUNTY, NEW YORK DELVE _)LUMENS MOTION-SENSOR-ACTIVATED ARE ENCOURAGED TO REPLACE EXISTING LIGHTING NECESSARY FOR SAFETY ............... County Tax Map Number: Contract Number. PURPOSES. iNPI;T V-61TAGE/01­INCIWPE 1000-63-3-15 4. ALL AREA LIGHTS ARE FULL CUT-OFF. ............................................ CRI Regulatory Reference Number. 5. PROPOSED LIGHTING DOES NOT EXCEED 0.05 FC AT PROPERTY LINES ABUTTING RESIDENTIAL USES OR AVEPAOF BULB Tide of Drawing: PUBLIC RIGHT OF WAY. ilE L 6 SIEPV K EAGLE LED_ .............. ..................... ................. ............ .....................................- 6. PROPOSED LIGHTING DOES NOT EXCEED 0.1 FC AT PROPERTY LINES ABUTTING COMMERCIAL USES. LAMP SHAPi""" W 11 i5 - 7. EVENT SPACE LIGHTING FIXTURES TO BE SIMILAR TO THE HOTEL BUILDING FIXTURES. FWk fl-I P, (.0 y1_ SITE LIGHTING NOTES ORDERING INFORMATION 7000�VANTNCPI.............._..COLOR .........................�:FNGTH(A) ............ .............................................................................. .......................................... ............ 9 Cr" 27 S1 A" UW.;.­RF�k I",'J11/ AND DETAILS 1. DIRECT BURIAL CABLE 6"OR 12" BEHIND EDGE OF PAVEMENT THROUGHOUT AND AT A DEPTH OF 21-0" BELOW FINAL GRADE. T20/T24/JA8 INFORMATION L5 2.CABLE IN PVC OR GALV, IRON ELECTRIC CONDUIT WHERE CABLES CROSS WALKS OR DRIVEWAYS,SIZED AS > 2� 1 1 ............................................................................... INDICATED AND 2'-0" BELOW FINISHED GRADE,AND AT LEAST 2'-0"BEYOND EACH WALK OR PAVEMENT EDGE. c� Drawing Number. ................................... 2 3.LED 95 WATT FIXTURES AND POLES AS SPECIFIED. < JOB NAME 4.LARGE DIAMETER CABLES ARE REQUIRED TO MAINTAIN NO MORE THAN 3%VOLTAGE DROP AT EACH FIXTURE. NOTES 0 0 h3 5.SPLICING OF VARIOUS SIZE CABLES SHALL BE DONE IN BASE OF POLE AND SPLICES SHALL BE WATERPROOF. M r= Sheet of 0 2.0 0 .0-0 C5 I UN 'o J WtI. t I on .0 t-0 1,- 0 0 0 0 1.0 _t .2 1 -T� 141 T t .11p..k �41 H 114 t.o Lo J'P.th '0 p n 2 3 L!-=777-7VJ 15 23 .1 ff PWGG Project Number: Unauthorized alteration or addition z to this drawing and related docurnerris AVG1601 L9 NYSDOT CASE NUMBER 97500 is a violation of Section 7209 of the New York State Education Law - I i Fl_�­--� - .. .. - 9,,., w. . ° ;: - .. - •i day :fit., sa w� < `' I ' -' :' ;r , w:. f: -.. ...., � � I �j ) . x. Project: Project: I i Fixture Type: Quantity: Fixture Type: Quantity: _4� An, , b,o!� �� tu_l b o i 1.0 b.o b.o b.o o b b o b. b.o b 111110""Mil'"Was. 9W ," ", l - b � P //, �,-­ '' Customer Lo b.o b.a b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o 5.o b.6 'b.o b.o b.o b.o b.o b.o b.o ,-,,, 16 5/6" Customer: o b o b o b. o b. ' ��,j �o c bYo b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.0 b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b.o b o b m b. b.o b. „ '.. , //\ , _, .. ®' O =. g LIGHT GUIDE i 50 TURNING RA Material: Electrical: . "` """ """ " ' """ '' "" " •'- "` Lo b.o't b.o b.o b.o 1.0 b.o b.o b.o 1.0 b.o b.o b.o b.o b.o b.o 1.0 b.o 1.0 1.0 b.o b.o b.o b.o b.o b.o 1.0 b b o b. b.o ,11 rrrrrr ,, All parts are durable 356 Cast aluminum and 20kA max/1 OkA nominal surge protection PERFORMANCEI- heavy duty spun aluminum. device is standard. "- All hardware provided shall be stainless steel Type Type Type Type Drive Current I.o b.fi ; b.o b.o b.o b.o� b.o b.o b.o b. 4 0 V60 b,o *000b.o b.o b.o b.o b.o b.o b.o b.o b.c b.o b.o b.o b.o i I b b. b. `a ell T Bill T eN T eV _ orzmcplatedsteel. Approximately pull wire extends from i i, „ , ""„" - _ ,,,,, , _ • , , " � o S07"44'40"E + _ Ji V/ I ' = Strategic Environmental and Engineering Solutions . luminaire.Additional pull wire provided for "'""' "' """"" ' ' "p i € _ ..r... - +s Lens: post mount arms and wall mounts. , LED i ; Delivered Lumens . Delivered Lumens i Delivered Lumens; ; Delivered' Lumens, Nominal 0.1 0. o.o 0.0 0.o b.o .0 b.o b.o b,o.._-b.$---b.o- -t-.o '1 b"--b.o b-o"3-o -'b.o' b':'6"""b:o---b.o 5:"o .o b : b o b. b. 1. ? Light Guide LED Panels feature a high 1 Wattage CCT , CRI i Lumens• Perwatt BUG ; Lumens Per Watt BUG' Lumens Per Watt B U G i Lumens Per ;B��G Type II Type III Tyre IV , Type V ' System ° ��� / 50'TURNING RA %, transparency,dot matrix PMMA light guide with Finish: 6 _,.,. . .,, .--, ,,. - ,,.._. E.,...,_,,.... : .: , a an optical efficiency of 76%. A polyester powder coat high quality finish is 11 ' ,05 , l I o bj� e 5 3 ..z l i b o b. b. i <' . I 700K ? 70 2986 99 � , 0 1 31{3 1 � 0 � 1 3348 112 2 ° 0 2 � 3057 ,02 2 0 900mA 925mA 9 9 5-.s 2 2 i 25M 2 mA 30w5 1 } I electro-statically applied and baked at 430' € 1 } 1 _.... �,­--,iiasaaai- . i 3 i I 2 3/ Fixture Mounting: forexcetionaldurabil' and color retention. --.-.!_.,_.;__,,:_.„., _,L,._ _ .._„, ._„ __. .,_; .____.._. .. 3i + ..- - 1 I Post Top:Standard Flush Mount Adapter Products undergo an intensive five-step 3000K ' 70 C 3064 102 ` 1 : 0 1 3247 108 1 0 1 3457 115 2 0 2 3158 105 2 0 2 , 900mA , 925mA ' 925nA � 925mA 30w 1 " '^I"' OP P 9 P > o.l b.z/ 5.9 b.7 S.z i.6 Lc Lz b.7 b.s !5 7 Lx 1.7 L7 S.s 4.0 9x .6S.6 L9 ,s b.9 z t o b o U. b., likill '1; System mounts to pole(0.120'-0.188"wall) cleansing and pretreatment process for ( 30W •- __ _ ._ ,.,.._ , ... . ....._. 1 / I �n', -',�° with no visible hardware. maximum paint adhesion. 3500K i 70 ' 3113 ! 104 1 I o } 1 3299 1,0 1 0 1 3512 117 2 s 0 1 2 3208 107 1 2 1 o 2 i 900MA 3 925ni 925nA I 925mA ' 3ow �/ �. i Tenon mount for3"or4"polesisoptional. ____- _._.,..,I_-_,__:.._ ._ ;, _.... . .-. .. ,i , I " 1 b.z ,b.3 1.4 1.6 1. 3.3 3.1 .9 .1 .3 b o b. b. b.. c' ,1 ,I'' See page 3 for fixture to pole transition. Marine grade finish provides superior salt, 4000K I 70 321f ,07 7 : 0 1 3403 N3 1 D 1 3823 ! 121 2 0 2 � 3309 ( ,1D 2 0 � 2 ? 900mA 925rM � 92SnA ' 925nA 30w , / � � • o-I humidity and UV protection.This coating ! \ \ / ,; \ = 630 Johnson Avenue. Suite 7 WaIlMount:Terronmountattachedwith withstandsl4to3000hoursofcontinuous i z7ooK i 70 ( 3e55 } 99 2 o ( 2 ' 408s 105 ' 2 ` 0 . 2 t 4350 112 - 2 0 2 397a 102 12 o i 2 € 115omA € 12oomA 1zo1mA i 1200MA 39w l b.3 s b.e 9.s *z-7 *z.4•r .z 0 4.4 •tea: �,`i.l 4.o ti.s i.s 4.s 1. b.4 b.i S.b b o b. b. Bohemia • NY. 11716-2618 1__ six(6)5/16 18 set screws. salt spray,comes with a 5 year warranty and .. }............... I. EXIST�IG �E_,- .__ i is available in either a textured or gloss I MH: 14 REMOVED l "r 3000K 70 3983 ; 102 2 D 2 4221 108 2 0 2 4494 115 2 ; 0 2 4+OS € 705 $ 0 2 1150m4 , 1200mA 1 12amA ,2DDmA 39w II }>_ « Phone: 631 589-6353 • Fax: 631 589-8705 ';; , Drivers: surface. : 1.2 1.5 .0 1.7 1.6 .1 0 6 o.e 1.7 71.3 4.1 1. b.8 b.p 0 b o b b. b. 0.10vdmminI :1 Universal tgtol0%?sstandadfor Modifications: 39w 3500K 77 is standard. G 70 1 4047 104 2 0 1 2 4289 ! 110 : 2 j O i 2 1 4566 117 V� 2V 1 0 j 2 ! 4171 107 z !! 0 2 1150mA 1200mA 12amA 1200mA 39w MH E-mail: INFO@PWGROSSER.COM Li lit Guide LED. Consult facto for custom or modified desi ns. __,__ .x.,_,_.____._.,. ._._( _:...... ........_..."„ „,..p.__.. _. _" i. .,.:.___ .____.. -».__...,,._.._ ._, _ ; ..-_.. ___.."_..}-,__..t"._..__ .. ._ _ .._"... 3 b s s 9 rY 9 6i 5 t2- 1. 1. 1 9 .0 .6 0.5 b.5 5.0 } 1 b.9 5.7 1.9 b U 0 b b 0 b b. b. �-4� 4000K ' 70 : 4174 107 2 0 2 4424 , 113 2 0 2 ; 4710 121 2 , D 2 ° 4302 ' 110 ' 2 0 : 2 i 1150mA 1200mA 12amA 1200 A 39w 11 allpack See page table or more engine "2 to f m r LEDand H: 9 P9 f a dr'rverspecificalions, @ 2700K 70 j 4513 I 98 12 0 2 4808 i 105 2 0 2 5177 113 13 0 I 3 € 4697 102 9 t 0 3 1380mA i 1435mA ! 1431mA ,{35mA 48w 3 b,7-- .6 '5 1 �Z' �' 1. 5.7 b.s _4--.4- - 7 o.s 9 L-D b.o b b o b b. b. CONSULTANTS D11H• - I h,.ath = :.° .: € 9000K 70 4882 . 101 2 0 p 2 4987 i 108 2 0 2 5348 115 3 , 0 3 4842 i 105 3 Q 3 j 136orM 1435mA 143SmA 1435mA 48w 1iu I "Y �1 EQ122 I 46W .............?....... _ .....__ . 1 \ Weight:24.61bs rf i i... .....3....,....?...-.....,.,........7t........._........F........I...,..€ C' 1.3 5.6 m .3 *z.l 1.7 42.3 i.s 5.9 b.s b.4 I b.3 b.4 b.s b.s 0.6 $? t 3: tC3 biz b-li b.o b o b b. b. ,EQ122; �E046LD , T5:aoTK_. PC " ;,..PA1.21.1 -TN3-. 72, 3500K 1 70 4737 103 12 I 0 2 5047 ; 110 2 0 2 5433 s 118 ; 3 0 I 3 1919 t 107 I 3 I 0 i 3 13fi0nW I 1435mA i 1431mA ,435mA 3 4fiw -1 LED EPA: 0.98 ' i - ------ Mat -^ I _ _ 40DOK 70 4688 107 2 0 2 5208 113 2 9 2 5604 ,22 , 3 0 3 ' S074 ; 11D 3 € D 3 1360m4 1435mA 1431mA 1435mA 46w 1.2 b.5 .9 1.3 1)OL 1.3 1.1 5.6 b.4 b. b. b 6 b -0 7, ,y.4 5.3 b.3 b. 5.7 5.5 b-3 1.l it.l o b b. b- Luminalre Post Light Source Optics CCT Accessories Optional Mounting Fitter Finish ' - a11 Series Mount &Wattage Source Mounting 2700K 70 • WA ' WA • I - 5867 i 105 : 2 , 0 2 6246 112 i 2 : 0 2 € 5706 € 102 i 3 ; 0 3 1 NIA 1750nW ; 1751mA i 1750MA i Sew z b 11 I .o b b. b. " >._ . „_.,_.-.:�,r�<--, "." ,,,, ,,,,,, ,, , ,_ ,,,-.,;..1„..,.,,:, _.,,,,, __ , I- I •-�"..°...,, , ..,,,,.�„-„ ... , - s• .- 3000K 1 70 NIA WA " 6061 108 2 . 0 2 $453 115 : 2 0 • 2 r 5894 I 105 3 , 0 3 1 N/A . 1750mA I 1751nA ; 1750mA I 56w : - a ae 4 .7 1 .11.0 b.r� b 9 b. 9 1 4. � .H• ..;., . ,. 1 1 2 , 4 5 i, 6 .... ,., _C 3."I' - s 7- 8 i _.,y 3500K 70 I WA , WA i - i - 8158 € 110 2 0 2 8558 117 2 0 2 ( 5989 107 3 0 3 € N!A 3 1750mA I 1751mA-, 1750mA i 58w„m 9- - " ° - - r ., .... .... .,..,. .,..,,..,.,_,,..,....,... .,..,.... .» ..» ».,. ..I ., s ....».. ,w..»-:.,„ I m...111 ...•............ ........... .,....... ..............I..... _..»,_ EQ122 1 -- 4000K ' 70 � WA i N/A ' - 6352 > 113 2 : 0 „2 8763 121 ' 2 0 2 m 8177 N110 ^t 3 0 3 I N/A I 175omA � +75gmA 1750mA a 56w „ } . _. .._„ ­,_­_,­­� ... _.. ..,.,<,,..<. ,_,... »,,. _.. ,. _ .w.,°, ,,, ,,,"." ..._. _„_, ,., „,.,„_ ,. .m...,.. .�.-.� „ __.,..,..,._._,.,,_..,,,.�._„..._._...,,..tl.,,. . . ,p < 2700K 70 N/A N/A 7334 105 3 I 0 3 7808 112 } 3 D I 3 -7132 102 i 3 ( 0 I 3 N/A € 2165mA i 218'rtA 2185mA t. 70w ' „M ,. .,..,.,..,x of „- i »_ _ „� J E FIXTURE ORIENTATION ACCESSORIES FITTER MOUNTING{Must Select One) ? 70W 3500K - 70 : WA WA 7698 y 110 ' 3 D 3 819E 115 3 D 3µ i 7388 105 3 D 3 i N/A i 2185rM 218i M ; 2185mA ; 7Dw"'+ _....".._,...,_.,,_t. _.. . _ _ _ 1 Sea page 4 for fixture t0 pole transition �'S7 3500K i 70 i WA i N/A I • - 7698 110 i 3 ( 0 3 BIBS 117 3 0 .3°3.,.7486 1 107 3 0 i 3 N/A i 2185mA 218im4 2165mA I 70w 1' . s ._,,.....„.W ,µ,...,. .».w..-,w,. ...,....,..»w.._,».,..,.,....,,..,d ..,m,»...,..">,<...w.:,.W..,.;., m.„,: ,-..-,••_,_ ..„..,.i»<,..; ..., w..-„-,,,..,....,»_.,. __.•,.,..,- w_ ,,,,,,,, „ _,„..,,." ..,• ,. :1 Post 1 HSS150-2 (150•House Side Shield) } FM3(Flush mount adapter system for 3'OD Pole) I j I � I ..... -.,.......,__.......__..____...._.._..._..-.._....._.._ ___..."._ r ` 40°OK 70 WA N/A... '...M. ... .. 7940 . 113 '.8 0. 3 6453 121 ... 3. 0.. 3.,i 7722 110 3 i 0., ,3. I N/A I 2185mA 218imq I 2185mA ; 70w...,: Ra :See page 3 for fixture to pole transition. ,HLMSPC-FM(Integral high-low motion sensor plus ? `FM4(Flush mount adapter system for 4°OD Pole).-_. .-_.,_ ., ,_•„•,___ _.-_ pnotocelp „ PAreaoL ghat '7 . Q PAreaoLghUt UNIQUE UNIQUE FMS Flush mount adapter system for 5 D Pole Seepage2forspecifications. ; ( P v o ) LIGHTING SYSTEMS Elements Series LIGHTING SYSTEMS ElementsTM,._... .... . _.... .-...... . ........._...... -............ ... ...._......I LED SPECIFICATION DRIVER SPECIFICATION Series 1] ,­­­,­""" ,11 I—— """ (HLMSPC-06(High-Low Motion Sensor/Photocell; I I TN3(Tenon Mount for 3'OD Pole or Post Arms) LIGHT SOURCE&WATTAGES € 15'-30'Sensor Mounting Height) I "' - --" _' Typical Efficac Is 98-122 lumens per watt } 120 thru 277 Universal Voltage , TN4 Tenon Mount for 4'OD Pole or Post Arms I e..,.- ..,....,." _ ,.___"" . ,.m,,,,._ ,, ,.., .. -11, --,...,, _.",-...._...I..,,,.,. , __ _,_, , , . ,.,,__µ...,,., _ ,. . , , TM ( ) Fixtures E03OLD(30W Light Guide LED) I €HLMSPC-10(High-Low Motion Sensor/Photocell; s 1._.--- ---- -. -'----- -- -- - Colortem -2700K 000K 3500K and 4000K __ „_„ ,,,_. ""„ 50/60 HZ W " _".,.._„„„. „ „_" 15'Sensor Mounting Height) TN5(Tenon Mount for S'OD Pole or Post Arms) e �_•--°�------•-°•- _, „ PRODUCT Part Number PROTON Description ' °'°w'- " 1 •' ' •'•-'„'"'"'"-'-'- ' ••-'•„' ,_.'.: 1• CRI:70 i 0-10V dimming to 10% PR12-NL-BK PROTON 12,ALLOY,NL,BK E039LD(39w Light Guide LED) i #PC (Button Photo Cell) i `-1 1_____­_...____...°.----«,..., _.,,,,<,.--_,--<�.,--"..«.°-"_--».•-».-,-„,,, «,,,-•"-' "-'«» _ ",--.-<..._,.---,.,-...,.,.,"..-.«w• _1_�.-..a� .<",,.,.---.,, PROJECT: ; '' ', ; FIR 2-NL-BZ PROTON 12,ALLOY,NL,BZ 1 ? „y, , . Distribution:Type II(30w,39w&46w only),III,IV&V •Minimum operatinig temperature: -30*C (71`1111' �' , ),I PR12-NL-TT PROTON 12,ALLOY,NL,TT i E046LD(46w Light Guide LED) TLPC (Twist Lock photo cell&receptacle) FINISHES Drive Current:900mA to 2185mA model de erdant MODEL#; PR12-L227-BK PROTON 12,ALLOY,LED227K,BK E056LD(56W Light Guide LED; TL5 (5-pin Twist Lock receptacle only) .,,,,,.-,_- ,, „, ,,-,.1 _P ,„„ -- ,. _.. , PR12-L2'27-BZ PROTON 12,ALLOY,LED227K,B7_ 'Premium and Marine Grade finish have additional charges "'""' ,r T e II not available i a.ma.a M.M. ae•a-n u e. , „• Driver Efficiency>80%;Power Factor>0.90 LAMP(S): C41_11'�'C%"­ �J PR12-L227-TT PROTON 12,ALLOY,LED227K,TT TL7 (7-pin Twist Lock receptacle only) , ,.,. -,,.--_..,, ,. , _ . . -w• ,, " ,,..,. �•• PR 8-NL-BK PROTON 18,ALLOY,NL,BK smmdw caw. smme.re cd.r. ,.,_. or.e. Gini i a.e. ones• I E07OLD(70w Light Guide LED; - - ' Lifetime:50,000 hours ' PR18-NL-BZ PROTON 18,ALLOY,NL,BZ I Type II not available) ( ;AspenGroen ,o 1oM I A chltechxel Bronze 6, 51M € _ ' -»--^--'^•--� „ _ "„- ' ,, �•° - __I $ NOTES: PR 8-NL-TT PROTON 18,ALLOY,NL TT S SUPPRESSION URG I• „ _" -„ ,, ,__ .__...--...__.,,.-"..-._..............._.1_",,.__._;,.,__.-_,._.-._-__,",:._,-_..--_ ,_.,___, urge Protection Device(SPD)Is standard featuring a 20kA Integral Surge Protection in conformance to IP64 t PR18-L227-BK PROTON 18,ALLOY,LED227K,BK Cantaloupe , ,1 77M Patlne Verde 82 i 52M € i• Um CURB '10 al """ "�."`„�',_...�`-""""„` `"�•"-"" """` `"'- "' "" """" "` PR1$- BZ-BZ PROTON 1A,ALLOY,LED227K,BZ q I maxim discharge current 8/20ps Waveform(Imax, kA nominal In ", .. E - r - ._ �UL,cUL,CE `Use ; 12 i 12M I Copper Clay 93 1 53M i discharge current 8/20ps Waveform(I(In) therms ly protected PR18-L227-TT PROTON 18,ALLOY,LED227K,TT ,._.v r OPTICS OPTIONAL POSTIWALL MOUNTS Pulry ( ,, 13M I Silver % { S6' I Meets V IEEE ethnology.Location C and US ! .. . Category C High a Dept of , < _, _ ,. H , , , . , , -. T2 a II;not eVallable In 56W&70w Raw Unfinished 3 40 , NA ;Black Verde 81 61M I l (TYP ) Post Mount Arms _. . f Energy MSSLC M del62.41.2 Spec. i T----- i _ _ _ _ Specifications: I *See Page 3 for Style/Size Black 41 41M i Painted Chrome 70 70M1.T3(Type Ilq - - _ _.. _.....,_..,.....__._..._.. .. ._...,__. SPD shall be wired in series and will result in an open circult during HIGH-LOW 0. e SENSOR o o _-- H-LOW MOTION SEN I PA1211(Select TN3 in Box 7) __ }Forest Green 4z 42M ;Painted copper it I 71M t I a fault state,resulting in the luminaire to turn off to protect system I-- 10v configurable output set 10/,25/o or 50/o dimming..-_ .. ` �__ `,' •Marine grade A360 alloy construction T4(Type IV) _,•..__ ..'_-,_____ „. - --- " components thereby indicating SPD module replacement. Adjustable time delay i •High temperature silicone o-rings ., I PA1221(Select TN3 In BOX 7) :Bright Red 43 43M ;Textured Black 72 72M i t P Y 9 P mm j y _...., _ .-. .., .,._.._.. .. ...._.,. _ J _„_. _.,.,„-_ ,_._.. „ _...._."".,,,. _.. . .. lead e o _.._.__._,_..._._-...5..,....._ _-__-_.__.1�. w-.� _ - 1. -" - -' "' j 5- 1'FLEX"Auxiliary wire T5(Type V) White 44 44M Matte Black , 73 73M [ 45•Detection 'I I I WaIlMountArms _ _ _ �t'-- ,,___,_`... _: .-,,,...<_,_ »<..�« _...».,-, ­_­­,­_­__._­1„ ..».,,„,,, I—_ 15'drentburialcanle *See Page 3 for Style/Size .. .. . .,. _ •. , , i I �- = _.._,.,____ m,.W ,µ ___,,_Textured Architectural •Mounts Inte ral to fixture •AMC-Anti-Moisture Connections ".-' " • ' Bight Blue I 48 45M I 76 76M g p WN1211(Select WM in Box 7) 1 . Bronzej €WARRANTY _.._ ..._ _. ._.,,, I 21^ •2W max.LED lamp I20W max.halogen ! I......'......... :.. COLOR TEMPERATURE(CCT) _ _" """ " _ "`>,' SunnyYellow 46 4sM TexturedVVhite n 77M Lens available in white only i 15" Available in 12"and 1$"stem lengths I M1221(Select WM in Box 7) I ' I See www.ANPlighting.com for complete fixture warranty. "" »"" ' '" _­__­_­­­__1" """" """"'" Accessories Finishes _«..«,.,___•_,.•__„__, i. ", _. .._ _. . . ..._. "„" _ .. ._ _. Satisfies California Title 24 •Bronze finish 27K (2700K) Aqua Green i 47 { 47M ITexturedSilver i 78 78M t «,.,_. .,, ,,.�,...,,..• .".. _-..,...,".,, ,..,.._,,., s m4 Part Number Description Standard Finish ­­1.................... .... _,. ._....__,.........._..._..._..,.__.__..__-;.__.__._... _...,.......yyy[ ;LED warranty information E-Shield coating process P r.-erm-n€ M.d-I ,..--. .,..,..._�__-___ .. ._._-.-.--,-. ,_,m.,,,. PART-BZ Particle DomeMountin Base BZ-Bronze Galvanized 49 NA : PREMIUM FINISH V •Composite stake with brass threaded insert g 30K (3000K) 1 ! owe.• or.e.• _ •5 year limited warranty*on Light Guide engines .____-.__ . BK--Black ,., „__„� _ , . ,"l ._.__I...._-_-_-_-_ � ._.._..:.�_.v____,___P__ � Y tY* 9 9 M " w •Limited l0 year warranty I - .._ _, ._ ., , . PR 12 T7-Tucson Tan i Navy 50 , 60M ; Carbon Graphite i 86 %M ,,.,.".,«..,..,,.......,..,.... .»...._...>_. ...,.,,.. „......«..., PRIO 35K (3500K) i "_,,,_, __„____-, ___ J--_,-- _.__, •5 year limited warranty*on LED Drivers � .40K (4000K).. I i Consult Factory foraddittonal paint charges and availability. I .m..r,.".,....._ --... .„.„,".,...__.,.„_,.,.,,_„„- _____ ______________...,.......,..,......._._.,,.,.. __•_._ _.„.,_,„ ,. ,._.._, ._.-___„,, .,,.,,..,,,.,.,_.__,-„11 *Limited Warranty.A typical year Is defined as 4380 hours of operation.Failed defined as more """ -" ,_r"__" ""'""""„`"""""""'""""` t i than 10%of the total platform LED's not operating. Light Distribution Cones: I_,_,.., ,_______1__­_,___,.�.«_.�,__-_..,, ,,,.","___.„_....-., __,.,,-,,,_,„_,, g c 0 N/A m w N N N N ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ©2021 ANP Lighting.All rights reserved.These specifications are intended for general purposes only. 1-800-548-3227 ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPlighting.com ,. 1, -"# -1, I , .ten . 61' "' mat I,,c� ^[ a 'r+•°°: .� »,' ," u121aazoxwRlzor s• - .. u,a'+.Lq�,,n9 svnt.m.x m•srv."tr..".-m ,na aesgn n m n,lim n.•:...-� '..n.,mrr n.",,am CSA C22.2 9 0-96(R3C06) :a.- -r - � " ^ ..°....,.. .x ...-. �. .„.....,.-....._-.,:,..... .,_.,.,,. .� [_'­111­_11­1­­­, ._.�.„M ..�., ,.",_.,,.k,._,„w.,°..., .... .... .....°....... .,..a..,»«, «. ... ,_.......,....»,.......,®..z..w .M w, ,.,.,w...f,x,.e.,,..„,,,.a,.,...,,.,.. .s._., .«..,.�..,..,.� _s» _.,,.....,......�..a.....a.,».A GU W U9 9 y ,s • 5825Jasm1m .reisi ,weer ervcice BW.9554831 . Order Semces-800W 1882 �.. � ,_„ n�ro r:m.m,m, Unique htln 5 stem " Sveel R �'de,CA 9'SO4 Cu"t S S,Unique:.igW.g$ystems• • 8625JasmineSi-t Rr nndn,CA97:A4 • Customer Sernte-6C0as5s831 • OncerSemices-800.6rWd882 www.uniquelighting.com Project: Project: www.uniquelighting.com Fixture Type: Quantity: Fixture Type: Quantity: Customer: Customer: 9 8 REVISED PER TOWN COMMENTS 12/21/2022 I POST MOUNTS-See Post Mount Section on Website far Specification Sheets and additional post mount arms. t 7 REVISED PER TOWN COMMENTS 11/23/2022 I Dimensions are Projection x Height. : POST TOP CONFIGURATIONS 6 REVISED PER NYSDOT COMMENTS 09/15/2022 ` - 5 REVISED PER TOWN COMMENTS 2/15/2022 FM3 FM4 FM5 4 ADDRESSED FEIS COMMENTS 05/11/2021 r- '� ', - A � ;). FLUSH MOUNT ADAPTER 2 ADDRESSED DEIS COMMENTS 07/17/2019 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 FLUSH MOUNT ADAPTER FLUSH MOUNT Mounts to 3"OD Pole Mounts to 4"OD Pole Mounts to 5"OD Pob 4 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 161/2" 161/2" Number Revision Description Revision Date i• 16 1/2" Designed By Date Submitted PA1211 136"x 7" PA1221/40"x 7" 4 3 2 1 TC 01�20�17 - .- - -----.. - POLE SPECIFICATIONS REMOVABLE CA NO. COMPONENT ASTM DESIGNATION MIN.YIELD P. Drawn By Date Created 1. POLE SHAFT A-500 GR.B 46,000 TQLT 08/23/16 2. BASE PLATE A36 36,000 3. ANCHOR BOLTS F1554 GR.55 55 000 Approved By Scale WALL MOUNTS-See Wall Mount Section on Website for Specification Sheets and additional wall mount arms, 4.G LVANIZED HARDWARE A153 BG AS SHOWN DRILLED PER FIXTURE REQUIREMENTS: L Dimensions are Projection x Height. 0 a D1-DRILLED FOR 1 FIXTURE FINISH SPECIFICATIONS Client. D2-DRILLED FOR 2 FIXTURES AT 90.OR 180' POLES SHALL HAVE A POLYESTER POWDER COAT FINISH IN A STANDARD COLOR. THE ENCLAVES 28" 27" 28' D t D3-DRILLED FOR 3 FIXTURES AT 90.OR 120• POLE DIMENSIONS D D4 DRILLED FOR 4 FIXTURES ��•�• � : �(r��,..,, OLE HGT FT. TOP D A. N. BOTTOM DIA. N. GAGE MT .H T. FT. 56655 ROUTE 25 ��� �''- ' .: ' POLE SHAF __ s e 14' 4.00 4.00 11 GAGE 14' -"' s.,°. BASE PLATE DIMENSIONS E.,,_ N. A LATE DIM. IN. B L H L LATE TH N. C11471,11=1 '° .;;;t',s : ,;;:. 8.00-9.00 8.00 S 1.00 75 SOUTHOLD, NY -- --- - .._ DRILLED MOUNT OPTIONS ANCHOR BOLT A• NANCHORBOLTDIME ANCHOR BOLTLENGTH N. FJAN _! Project 2d23 ' ! 75 20.00 �__ I TENON MOUNT OPTIONS: ALLOWABLE WIND N __ _J i WM1211/103/B"x8" WM1221/103/S"x91/4"........... ... WIND' INDICATED EPA 80 MPH 90 MPH 100 MPH 120 MPH SDUtf sold r0V`dn _. _......_... T2 502 02.88 OD X 4.00 G - r,._..., . . .- ». „. , < . , ., , ,..,_,- I—" , T4-03..00ODX OD X 5.00LGG WITHI.3GUSTFACTOR SITE PLAN lanning Board 00 00 ACCESSORIES 3" 4" 5" SITE LIGHTING PLAN � I ' .- - ,,ii : . - �,., POLE SHA .25 THK TENON MOUNT r- ,,,- : i C4" " *<� Project Address: _, - D TENON MOUNT OPTIONS ® D 56655 ROUTE 25 HSS150-FI2 ; HSS15072 (field Installable) HLMSPC-FM _ HLMSPC-06&HLMSPC_-10 PC TLPC_.,_._._,,,.-.-.....-......-I TL5&TL7 ....... �0 75 SOUTHOLD SUFFOLK COUNTY, NEW YORK ,,,.. "... .., _ -...,".,..,., _. I fi_., _ ., . ^;,.,:.. . , .. ., , TN3 TN4 TN5 POLE AND County Tax Mall Number. Contract Number: FIXTURE TO POLE TRANSITION WITH TENON MOUNT TENON MOUNT TENON MOUNT WITH 2 OO X 4 OO HAND DD SQ. HOLE COVER HEIGHT 1000-63-3-15 , FIELD INSTALLABLE HOUSE SIDE SHIELD Mounts to 3"OD Pole Provided Mounts to 4"OD Pole Provided Mounts to 5"OD PoleProvlded FIXTURE Regulatory Reference Number: t, FLUSH MOUNT ADAPTER wtn 2 3/8'x 4'H Tenon With 2 3/8"x 4'H Tenon With 2 3/8"x 4"HTenon INSTALLED I ,, I' 161/2" � Title of Drawing: SITE LIGHTING 2u B 17.00 2.00 X 4.00 REMOVABLE ABS V-_ `� \ HAND HOLE BASE COVER W/COVER N ` \ B AND DETAILS dHouse Side 08.00-09.00 Shield BOLT CIRCLE 321/2" 31" 33" / I A o Drawing Number: H �3.00- _�- .. .14.00 \ c0 \ L. o 50 1 3"POLE 4"POLE 5"POLE • O 0.75 X 20.00 ANCHOR BOLT POLE DETAIL 8.00 X 8.00 X .75 THK. BASE PLATE % ® " �' w v o m s • DRAWN: M.HARVALA 6/8/2015 SOME GEOGRAPHICAL AREAS HAVE SPECIAL WIND CONDITIONS THAT CAN CREATE VNND INDUCED � 0- O 180• ••- s,". VIBRATIONS CAUSING A FATIGUE PROBLEM.NO METHOD HAS YET BEEN FOUND FOR PREDICTING CO E A` CHECKED DESTRUCTIVE LIGHTING POLE VIBRATION.THESE CONDITIONS ARE UNIQUE AND CANNOT BE A g o UNITED 23171 Groesbeck Hwy. GUARANTEED AGAINST,AND ARE THE RESPONSIBILITY OF A LOCAL SITE ENGINEER. . . Sheet of p m 4" ro REVISION: DATE: Y ¢� to �3'1 N 270" 90^ Warren,MI 48089 TITLE: 1 6 23 0 5" o APPROVED: LIGHTING P,(586)774-5650 1 F,(586)774-5706 �� ' w QUOTE: CATALOG: � o a^ s.Q.n www.unitedlightingstandards.com PWGC Project Number: w .. c - c STANDARDS - W • h'n .All rights reserved.Thee specifications re intended o general purposes only. - 00- 4 227 P h' rights ry specifications r intended r r 5 TA N D A R D O 2021 ANP Lighting.g g is s sp cat ns a t d for g ra pure s s n y. 1 8 5 8 3 O 2021 AN Lighting.All lg is reserved.These spa cat ons are I to Jed for general purposes only. 1-800-548-3227 � DWG No: - ' ' HAND HOLE REF: SCALE:NONE *trevte�r nr Fit ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPII htin .corn ANP reserves the right to change material or design,without prior notice,in a continuing effort to upgrade its products. ANPII htin .Com RSP-14-4-11 uhisdra ing aere6teddocumen W ANPlighting.com g g 4 3 2 1 to lMs Jawing and related documents is a violation of Section 7209 AVG 16 01 LL o NYSDOT CASE NUMBER 97500 Of the New York State Education Law c5 8a . it `% RESInrNCE '; I� RLSsDENCE I� 13 rC 114 LAND NOW OR FORM OF :. �' 0 x ir TOWN HARBOR ANTHQ"aY FORC iQNE ``` \i. y` !i co tu _ ^J .:_._,..__.._. — — — LANE S,C.T.Pb1. NO. 1000-63-03-17.3 .. PROPOSED 100% (IMPROVED.COITNIECTED TO PUBLIC WATER) %;` 0 � LAND NOW OR FORMERLY OF LEACHING POOL `�• r---� LAND NOW OR FORMERLY OF r'- VALEi'IE M.SCOPAZ EXPANSION AREA F:::::' l%' ROPOSED 1� o c S.C.T.M. NO. 1000-63-03-16 I! ,. \, VINCENT DOLOMITE ILEANA DOLOMITE rt1 _ �� ROPOSED ELECTRIC LINE �,+ I s- ern isti?F�OVED,CONNECTED TO PUBLIC �' i__.-=` =''' PROPOSED 10' DIA. PROPOSED 2' DIA. `' I S.C.T. IaQ. 100g-6 03-17.4 rti(( ( ) ._, ;; FORCE MAIN Strategic Environmental and Engineering Solutions " ROPOSED (IMPROVED,CONNECTED TO PUBLIC WATER) _. _.., � �`' tom_ � BY 13' EFF. DEPTH DOWNSTREAM ;\ !. �...__'- '-T� WOOD POSTS ' TELECOMMUNICATION 3T II <3 � WITH NETTING LINE OF EXISTING EXISTING 1 STORY FRAME 50'TURNINGRADIUS y ■' ■ . LEACHING POOL MONITORING WELL ,\ I n I' m z 0 ( 7 1 DRIVEWAY TO BE SHED TO BE RENOVATED AND „l (TYP OF 5) LINE POOL I' d t ING1 REMOVED INCORPORATED CINTOMAIN l <_ STORY FPME -" ROPOSED I ,.__.._... _� RELOCATE EXIST STRUCTURE / a �} ■ APPR. GROUNDWATER �''" r PROPOSED Z 4 --..=-.-'- 27 ( �` �� GARAGE TO 26 310.00 4,G ° _......... .......____. _ __.... __. 0 Johnson Avenue . Suite FLOW DIRECTION 28 GAS LINE CART PATH 28 g M \ ° / a S07 440E + n ki PROPOSED 2' DIA. ` 3o so7°38'10" 29 ! 622.78' ;r zed ' �—rn�' J ---. #'j -- Si So'TURNINGRADIUS 6B Jo s 7 31 v y_ .__G _._ . �.° G'.__ Bohemia . NY . 11716-2618 UPSTREAM w� w --w� a.q. IS" WELL ; R 0 P 0 S E D Phone: (631) 589-6353 . Fax: (631) 589-8705 MONITORING WELL °'-� - °�- W� °.. _°_.�..,_�. __... _.... ED.o_°-= o--b. - ....-.. n Hrrc f•nc�:_--Wd --Wd _..... ... .. __ - .._ _........ .,.� ..-_.__.... ..�- _ - r ,....._ i,';it _....- ...__. __... _ ...__ _...._ _..-- S PUMP STATION E-mail: oZ Er. Wd y o° NEW PROPOSED `; T — ;-. ;`, =;�acfe•reF,� _ mall INF @ WGROSSER CO f r: r`r _,. —.wd�..=Wd_....._ - a �fDRIVEWAY j i �v REL ATED A ' PROPOSED ST °' ._... _ °_._ m _�..� .. _. .._ �...._ _- ._o_ .___ _...... _.. . _ .�-=' W3-' - e c � \ \ IRRIGATIbN WELL N a. .., a �- LU CONTROL � 0 \5h.4n 8 �� o o �� ` `, `'` o CONSULTANTS - - - BUILDING 0'-0" O � � � � y b°• EXISTING TO BE„ - c � PROPOSED ` � o°m O AX. j / E \ o REMOVED y ^ 2 Q IY EFFLUENT FLOW 50 MIN. Z p; : / / o GT02STORY z rbl �� / ; / _ 7 -": STRUCTURE TO REMAIN METER O O ' ( ° wd d - wd_ }U PROPOSED RESTAURANT j SIGN y�1 \ PROPOSED EVENT RM. _ c� PROPOSED HOTEL 29 26.5 AR GE - -— WI BASEMENT cb z , (NO BASEMENT) ¢ s , PROPOSED A \ X/ l 4 10'-0" TWO(2)STORIESW/BASEMENT -- 4,472SF 28 AREA \ 4SEATS ��\�• � � ��.�,\N" \ 10'MIN. 26:272SF � w 27 ¢ SEWAGEl ° ` -za� a ,,,,,,,,,,, — 26 I , w FF EL.32.0' — s s 3 TREATMENT 3o --- � ) e 3 0 0 - E 10' PLANT AND 100% ~- - '`- \( 1 -` -------- -I PROPOSED ADDITION TO 26 w w D A BY 5 LDIQUID • _ I , EXPANSION AREA _ 8 I I \.r G —G 15,�, O 29 a ° Z \ 491 SF Q Q PROPOSED \\\\ G G _T o I7E Ll �, 'a� • w,,�L,tntnv _ � J ¢� DEPTH GREASE WATER SERVICE t moo,b _ 3---- 3 2 3_3 EXISTING TO B 3 + rur Z yGN PROPOSED 75' I 1 -�'-3 3 3 3 In, If)Dr..° _ ROPOSED e jT,,; wnnnr.:nennnenn°nneennnr.:r. n. slate I � ,anccc AVETIWA• REMOVED = z r 1$1P ST.P.' \ s/ 3 ,,c a°anwc 3 - _ CO ' R \ LAWN I SCULPTURE -- O m WATER SERVICE MECHANICAL 50 25 x 1 ;F.E. \ =' pp GAFDEN » Inn°= 3 3 SCREEN \ ; m I Q \ 27 \pp °c 11 CONCRETE I E W Q 50'TURNING RADIUS PROPOSE 5 x \ \M WASHOUT CONSTANT 1` ° I HEAD BOX • / G4os� e / �° t PROPOSE C -\ n w z v PARI /�////I� - - - - _/�- NEW PROPOSED DRIVEWAY Z PROPOSED 3 AREANG HOTCOTTAGEI % p\ . i AND PARKING I ., a - U LL 50'TURNING RADIUS EQUALIZATION 1 X 20 OMIN. s s TUB \�/ ® ® ® ® I X ' ' CHESS BOARD a __. .�.. �_.. . _..._ PUMP STATION \ ` �._ F P re —M - _ ..._ _....... _ _...._ M ,��FP }¢ M c c e M' 6 RD P L CA AN A F a - ^ _ c FP, M - H \ 1 , a O O D)COFATIVE 3 u c c T- 2 1 F-_ W: E 26.532j ��COTTAGE 2 OQ ROPOSED 2.TH BB �� a r c r: 3ssAININGWALL ' \ w : 2� cr., oy ROPOSED EL: 25 \ FFEL32.0' a `� .....�.. -__ Z WATER SERVICE 0 t ¢ r- GRADE EL.27.5' + r a ��� • r Z ,.,,,,.00 i u r: c ,� a Y \ KB D D ND NOW OR FORMERLY OF ! FL U r' O ,� in u u- 8 B _ ! o 0 - a- EUGEN TOMASIC&MIRELLA TOMASIC 4 n n❑ Q � HOT %COTTAGE3 E RIDGE � � "'� � SI N a I TUB / /j�; POOL REA ., ^2'� 3 �" S.C.T.M. NO. 1000-63-03-14 g ' Z / o o r (IMPROVED,CONNECTED TO PUBLIC WATER) 4 }W< R 0 1 PLAY COURTS ° 1 r \ - - BD GRADE EBB788 88 - a r :; o G 5' \ OT I'� r r . B _ o • /COTTAGE4 / Q = a ' z z I 22 LAN PROPOSED / — Q 28 " e ' �J a• Q 9 S / -J LinDI:I .L'LL,.3:FDrtJDiDl,.ill❑"L ❑Ll Jn 'DuuDn„:G[:eL]..:DDrI• .,D Y—,,-....:..:::.- ._..._...: ` RAMP LIRR N - LAND BANKED r .rTr +c I--....... I LOCUST LANE TW: .5 TW:305 RAMP l N BANKE Dor, PROPERTY PARKING - r°r r - � 10 y WALKWAY _-_ ❑neUe D°D.D°DD D.De Da°Duw ❑ GRASS PAVED WAL AY Fn wa On°D°c r.°❑°e°D0.0 LINE Z , ar.:r, j ' Dn I Ir .rne I 26 ° r+ }Z r < r • w \ 2O I • \ I _.--I -- _ ❑❑ .°eC L F■ L L L - —T ✓— -30� .cec- ece I ¢a . a i I 'a❑D°D:DnDaDaDn:GRASSP ERS Do°u°anDuu°D• "cc t ° LAND NOW OR FORMERLY OF GARBAGE 29 NEW PROPOSED DRIVEWAY JAN ET L.RYAN e ° _ AREA 45 - LU o j SIGN 'y a �' \ W (IMPROVED,CONNECTEDITO PUBLIC WATER) 34 ti piM —31- 000-63-03-13 32 I PROPOSED PARKING AREA I! r °n.°: i rn r.:°ennn. � i Cry \ cep DOD, ec �D❑ 34 .,.., u. L i.lu i \�27 i O I u ue .DUDUDODeDD°cuDr .:cucuu 'GRASS uouou.: 1, i I ( !>7 ...._ ...... .... _. _ Co -w�w -w ...yv ....._..._ __.._..... ._.� ._............_ i 9 REVISED PER TOWN COMMENTS 2/21/2022 8 REVISED PER TOWN COMMENTS 2/05/2022 34 - ---a--c--a---a—a—° o—o 'o—a--o---u--n---0--n--a--a--a-- o a---a—a-- o —n- o o n- o o-�—a---a--o--n—n� o- ,— N05° '50"W o- • o—a�- a--o---o---n 1 616.57' \ ! �_ 7 REVISED PER TOWN COMMENTS 1/23/2022 33 zzr / \ 1 ' 28 6 REVISED PER NYSDOT COMMENTS 09/15/2022 \3Ci �o N 29 5 REVISED PER TOWN COMMENTS 02/15/2022 '- 4 ADDRESSED FEIS COMMENTS 05/11/2021 N ' ' 3 REVISED PER CLIENT'S REQUEST 02/18/2021 r- 31 I j / 1 N it jl 2 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAND NOW OR FORMERLY OF `, CHARLES W.WITZKE 12 i ""----- 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/1 1 12 01 7 �! Number Revision Description Revision Date S.C.T.M. NO. 1000-63-03-28.1 N05°30'50°W (IMPROVED,CONNECTED TO PUBLIC WATER) ` = _-- - -- —= := _:- --- -- , 51.34' `I it �_-"--`^ 1i Designed y Date Submitted awn y Date Created esi ne Dr B{ 33 I; LAND NOW OR FORMERLY OF _ TC'\LT 08/23/16 j PILLES REALTY HOLDING LLC - - -^ ---=- 1 Approved By Scale BG AS SHOWN . :: PROPOSED SITE PLAN CTHE lient �T - ENCLAVES - - - -SCALE: 1" - 40' 56655 ROUTE 25 �, ..� E SOUTHOLD, NY i 0 40 80 Project JAN 2023 SCALE: 1" = 40' Southold Town- Planning Board ALLOWABLE SANITARY DENSITY FLCW STP DESIGN FLOW OVERALL SITE PLAN 6.75 ACRES X 600 GPD/ACRE=4,050 GPD PROPOSED RESTAURANT DESIGN FLOW SANITARY LAYOUT PROPOSED SANITARY DENSITY FLOW 74 SEATS X 30 GPD/SEAT=2,220 GPD Project Address: 74 SEATS RESTAURANT X 10 GPD/SEAT =740 GPD PROPOSED 44 UNIT HOTEL 56655 ROUTE 25 44 UNITS HOTEL X 150 GPD/UNIT =6,600 GPD SOUTHOLD 100 SEATS EVENT SPACE X 5 GPD/SEAT =500 GPD 150 GPD/UNIT X 44 UNITS=6,600 GPD SUFFOLK COUNTY, NEW YORK TOTAL SANITARY FLOW =7,840 GPD PROPOSED EVENT SPACE DESIGN FLOW County Tax Map Number. Contract Number: 1000-63-3-15 SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT(STP) Regulatory Reference Number: HAS BEEN PROVIDED. 100 SEATS X 7.5 GPD/SEAT=750 GPD Tifle of Drawing: PROPOSED GREASE TRAP SIZING REQUIRED STP DESIGN FLOW:2,220 GPD+6,600 GPD+750 GPD=9,570 GPD PROPOSED 74 SEATS RESTAURANT PROPOSED SITE LEACHING POOL DESIGN LAYOUT AND N KITCHEN L = X 7 SEATS= GPD REQUIRED: 9,570 GPD/5 GPD/SF=1,914 SF z PROPOSED 100 SEATS EVENT SPACE PROVIDED: NEW LEACHING POOLS UTILITIES PLAN KITCHEN FLOW=2.5 GPD/SEAT X 100 SEATS=250 GPD 10'DIA.LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET(VLF) 1,914 SF/31.4 SF/LF =60.95 LF TOTAL KITCHEN FLOW: 1,480 GPD+250 GPD=1,730 GPD FIVE(5)OF 10'DIA,BY 13'EFF.DEPTH LEACHING POOLS 65 VLF PROVIDED; Drawing Number: GREASE TRAP(GS-1)DESIGN o = ® 2 REQUIRED: 1,480 GPD X 1 DAY=1,480 GPD w's PROVIDED: (1)8'DIA.x 5'LIQUIG DEPTH GREASE TRAP(1,500 GAL) E GREASE TRAP(GS-2)DESIGN ' Sheet of s 17 23 REQUIRED: 250 GPD X 1 DAY=250 GPD N a o PWGC Project Number. PROVIDED: (1)8'DIA.x F LIQUID DEPTH GREASE TRAP(1,500 GAL) Unauthorized alteration or addition z to this drawing and refaced documents AVG 1601 NYSDOT CASE NUMBER 97500 is a violation of Section7209 w o of the New York State Education Law 0o a a LEACHING POOL LA14D NOW OR FORMERLY OF EXPANSION AREA `� `-r" ROPOSED ��; ....._ VINCENT DOLOMiITE & ILEANA DOLOMITE POOL �; I ELECTRIC LINErt . ' PROPOSED 10 DIA. PROPOSED 2 DIA. \; ROPOSED (IMPROVED, I pI� R)BY 13 EFF. DEPTH DOWNSTREAM LEACHING POOL MONITORING WELL ��� \l TELECOMMUNICATION (TYP OF 5) ,:� _ LINE � W PROPOSED Strategic Environmental and Engineering Solutions PROPOSED ;r Y APPR. GROUNDWATER U 0 m + GAS LINE CART PATH - r, ® FLOW DIRECTION Q 28 _ o 28 3 0 + ++ 29 w N 622.78+ j i - 630 Johnson Avenue. . Suite 7 PROPOSED 2' DIA. ` 30 S07 3810E W 9 W CO a ! " Bohemia . NY . 11716-2618 UPSTREAM \ 31 Phone: (631) 589-6353 - Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM MONITORING WELL q �_ - _ W _... ,_,� -u+-c -r ..c.- ('ILr" _,,..-7-._"- I11C1�link CONSULTANTS 4 c) e d e „'fie n c __.--wa w� w _ ..... _..... . .._........._ _..._..... yy j ,.5.""".t^ �«ld� D� ice. I —W3 Wd - W�_-=--m"" ..�.-.... _,_...._ �..._ ._._......_ _....._._ ...c-... �.._...._ _........._ - PROPOSED STP n _ _\ _._ _ _ _ ___ _ _ .__ ___ _.._ _ _ _ WA_ o = f rc�. rj (�+ 31 o rn CONTROL - = �� CC) = m \5 O„ 0 1Or �3BUILDING3 w 0 _ O w. PROPOSED 5O ', JIIN. °° - 28 r ;. t co r .�� EFFLUENT FLOW Z = i 0 \ R28' 1 METER o .a / ;� o 1,�;. ® ( PROPOSED HOTEL PROPOSED ,,p = "�¢'�l — �` `` � ' Ijk` — 0' 0" \ TWO (2)STORIES W/BASEMENT ` r_ rr �� ................. SEWAGE`X'ri''`' \ Q ri; , , 14 \ 10 MIN. \ 26,272 SF TREATMENT 3 p -- f--2 r_ rr I \ -- _ _ .i\\ \ . s g p \ FF EL. 32.0' r PLANT AND 100% s o _ ,_ s-o\__ - 6,; 1�,, I 'MIN. ; O _ EXPANSION AREA 2 - ., 1 / R2' s .ems s `' %"�Y/_ " CD 11.D�ND i'`J.s �• •G• G GAG =TG G� F —G E T— G E O E E E PROPOSEDr � �—" T T T T T l %;,f .E1.32.5 J.-° g�.,: •Gi • --�T--- W \ \ ,�'�if i ..._---- F F _ ' G' G ��—T•5���—�W W—W n p _ 4 \ \ \ — WATER SERVICE - : ' W W— R24-5 gip) � o 3 W . W - 5 % f �` N R / R2 PROPOSED 75 ;.�f�, `sT.P:, 1 \ $° \ --- -- - ---\ _ L. r—\ I a MECHANICALCCI R _ 25' 1 5' 7rr SCREEN EA I PROPOSE t� g pR OSE jb TYP. CONSTANT s -.f � \® s GRADE L. 30.5' \ O HEAD BOX ,\ o �b PROPOSE ------------- PARKING \ i = ', - PROPOSED . - :> _ - r HOT 'C AREA �� OTTAGE 1 \ �- " I EQUALIZATION \ ' 24'-0'r TUB ® CHESS BOARD .'' PUMP STATION $ '= ,r • t \ PO- L CA AN TW: 3 3 9 REVISED PER TOWN COMMENTS 2/21/2022 REQ YPR .� J \\ \ --i - ® 8 REVISED PER TOWN COMMENTS 1/23/2022 REVISED PER NYSDOT\ \ \ \ 09/15/2022 \ \ 6 REVISED PER TOWN COMMENTS COMMENTS 02/15/2022 �pC / �\ 1 E�g / \ \ 5 ADDRESSED FEIS COMMENTS 05/11/2021 S \ 1 // COTTAGE 2 RD, 4 REVISED PER CLIENT'S REQUEST 02/18/2021 .�1 \ w 2. HOT \ s \ \ PROPOSED 2.5' H B B 8\ \� ' 8 8 B B 88 Q \ 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 -I- TUB \ \\/\\ ETAINING WALL r 2 ADDRESSED DEIS COMMENTS 07/17/2019 \ \ GRADE EL. 27.5 + \ -O - _ w EL: 72 \ 1 REV.T044 ROOMS-UPDATE UTILITIES 04/11/2017 \~ S \ Number Revision Description Revision Date OT d _ _ _ \ i Designed By Date Submitted V9, a- I -' / / _+ UB TC 01/20/17 y k w 1 Drawn By Date Created p y cLLj I \\\ //'��\ d TC\LT 08/23/16 / / i •, Approved By BCi Scale y y y a_ I \ HOT \COTTAGE 3 � AS SHOWN J ' y o ,POOL REA Client -v L y y a• y TUB '\\ /. '/. n - 22 } s 8 B \ 56655 ROUTE 25 RE E I � { w r! y, •y 1, RD ' I PLAY COURTS LJ .__._.. , SOUTHOLD, NY AN 02 i 3 1 y 0'-0�' - - - G DE EL.�27.5' \ Pr*ct t UB OT SOUti101d ��-OWiI I 1 "" '" W -✓ .y - ❑ \' i' Planning board � COTTAGE 4 \/� RD Q PARTIAL SITE PLAN HOT E� BW: 27.25 \ L TW: 3 .5 30.5 --- RAMP oL TUB \�� / RAMP-- 22LAND- PROPOSEDWess s _ F�Tw: SANITARY LAYOUT N y LAND BANKED - - - - - - LIRR - N BANKE y — Project Address: v 3" O PARKING �, — PROPERTY W y" �0 WALKWAY 56655 ROUTE 25 LINE 2 \ AREA w w SOUTHOLD W y y y 1 �'-10« ■■■ O SUFFOLK COUNTY, NEW YORK 124 ■ � 20 ■■ ■■■ ■■■■ ■■■ I— -- County Tax Map Number: Contract Number: • ■ ■■ _ a o1AA1 o o o n I �a0 1000-63-3-15 Regulatory Reference Number: Title of Drawing: PROPOSED HOTEL SITE PLAN SCALE: 1" = 20' PROPOSED SITE 0 20 40 LAYOUT AND z a SCALE: 1" = 20' UTILITIES PLAN W Drawing Number. 0 U N W O W m m 01 Sheet of o g LLJ a N 18 23 � a� 2; PVVGC Project Number: o • 'L ril Unauthorized alteration or addition z E to INS drawing and related documents AVG 1601 L4 NYSDOT CASE NUMBER 97500 is a violation of Section7209 LL o of the New York State Education Law o 3 a a Strategic Environmental and Engineering Solutions 630 Johnson Avenue. . Suite 7 Bohemia . NY . 11716-2618 Phone: (631) 589-6353 . Fax: (631) 589-8705 E-mail: INFO@PWGROSSER.COM CONSULTANTS ;_._...... _.__.. L OFj I ....... C, I� ROPOSED (ItA,PROVED, A TO PUBLIC !j ,---�: - ---------_j� - - FORCE MAIN I u.w o 0 Z " t O Z _ L1 t u3 ' Z ! n LU 9W \ i 4 26 310.00' \ S07 44'40"E + �_ I t_ C} - L i _ i• - ROPOSED . _ -�•, t i �..: . No \h `' ll PUMP STATION y ;❑ n R20' 0 ❑ -' .�- — O �' 23'-31" -\ 2 18'[0" A NJ z 26.5 wA - R 28 w o - //� w ..•.•Fz Q ------------ - - ----}I � I Z I 7: : : : : I17'-err : � 26 — R5'-4_ �— —. . . . . . "' 4 ' �- ' ROPOSED N 8 e s S 8 -_-- ROPOSED 1 ® �'�'�' -• •�'� R5r 5rr BACK O' ;C� ------------- - \ — o I I I I ET BACK � � 19'-5rr _ o 23'-0" 9 - ' RD DIA. BY 5' LIQUID 9 _ 26 w w Z/� z z 7 REVISED PER TOWN COMMENTS 12/21/2022 0- ° / \ DEPTH GREASE 6 REVISED PER TOWN COMMENTS 11/23/2022 ° 18 Orr / \ O — — — J J 5 REVISED PER NYSDOT COMMENTS 09/15/2022 \ ¢ A P 4 REVISED PER TOWN COMMENTS 02/15/2022 2 �_ 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 ® 3/ a� a �- 7 2 ADDRESSED DEIS COMMENTS 07/17/2019 •... ... .. `.. .. .. .. .. L..i i...i L_ .. .. L..i ...I .i9m 3 r a T 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 rr Z O a ::)Li l C7{::.I t::.I 0 C:.7 C � L':� :... i:.i f.:.l f..] f.:.7 t.i J'::J ":?t::J f.::) (-1 C:.l C::7 C 1 C ['J r.:�r..� r:.r r.:.r ra ❑ r. f: C� I `� 3 3 3 6 Ur Number Revision Description Revision Date a -: i i LI L LL CL C1 LL C) C1 , ;... ... .. _ RQ /� .. .. ... ... .. .. .} .. .. \J AV D'1N.. 3 3 3 i� C,r ❑ ❑ ❑ _ VICE d 9 Y Date Subnutted �. �,—�,-� 3 3 3 �-�: •�- :,` I T m m � WATER SERVICE R Designed B Tc ❑ ❑r 3 01 0/17 J ❑ r R 1 ' - REQ D �--� � Drawn By Date Created ❑ ❑ ' FRONT YD. U) C/) 'rc\L'r OS/23/16 Approved By Scale �23-5 �- -�- 9r-Orr rn o : ;': SETBACK _ w Q BG AS SHOWN rN '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. Client R23'-5" R10 22 r r w RECEW,P— °❑ ED 56655 ROUTE 25 - R 10'-2" ' 0 0 c R10 R7'-6" R7'-6" w = OLD, NY AN 2023� I NAG EAREA 'C' �❑ 26'-0" ❑ N � N - - T� Project --_ \ cal (° o J 1 Z Southold Town L. — — — — _ — — — Planning Board ❑ t _� U o g — °❑ ' x I :: � ❑: ai I: r:.a R6 �� w FP---- �.FP FP�FP Q M ! M ❑ M M .I❑ ❑ !� _...._ _.........-_ ...�.._.. _........._ �...._ry _....._.., .. �,- ^11.... ....� - ...-_ _....�... .�....... �_..__ .._... _ _,.�:i.�. PARTIAL SITE PLAN F P FP P _ M M M MFP M _ R SANITARY LAYOUT I FP F FP FP\--0--_-fl---o---n--c F�-_._p�, -fin/G M M M M M _ _M - • J ! ❑ 1000 ---FP FP__ -_•�-FP.�_YP'=_FP=FP-__a-,---0—o--_-o--a FP a -FP-- -_ M M " M M M \ FP FP -� -a _ — S "� FP-�-�P-Q �p--9.:Pp--�fp ( ❑ Cl❑ rl �_ N04°�'20"VV 17Q nn� FP — � FP Project Address: 56655 ROUTE 25 SOUTHLD PROPOSED RESTAURANT SITE PLAN SU FOLOKCOUNTY, NEWYORK SCALE: 1" = 20' County Tax Map Number: Contract Number. 1000-63-3-15 Regulatory Reference Number. 0 20 40 Tide of Drawing: SCALE: 1" = 20' PROPOSED SITE U Z W LAYOUT A D zl z a 12 UTILITIES PLAN Drawing Number. a a U W w v m m n Sheet of 5 r1r. ' g� 19 23 a` o PWGC Project Number, o ui iu Unauthorized drawing altand rationelate or acumen AVG 16 01 to this drawin and related documents NYSDOT CASE NUMBER 97500 is a violation of Section7209 o of the New York State Education Law o a AMERICAN MADE C.I.FRAME O.D.PLUS 2'MAX WITH SLOTTED COVER OR C.I.FRAME WITH SOLID (SEE NOTE BELOW) COVER BY NEENAH, CAMBELL OR APPROVED FINISH LAYER MATERIAL EQUAL GRADE j ADJUST TO FINISHED RIM ELEV. PAVEMENT CURB LINE GRADE WITH BRICK FRAME&GRATE ALLOW 4"MIN.FOR Strategic Environmental and Engineering Solutions SOILS IN EXCESS OF 9"BELOW FINISH GRADE 1'MINIMUM,4'MAXIMUM PAVEMENT SUBGRADE SIZE OPENING FOR ADJUSTING OF CASTING CASTING Nicolock Checker Block pavers COMPACTED TO 90%AASHTO / - - 2"DIA PIPE AT 10%MIN with reinforced wire mesh (MATERIAL AS PER DESIGN) REINFORCED ONC. p oillseedi g LIMIT OF WORK DOWNSPOUT ® ' • • \:� � ®®® ® �- - - - � LAB COVER / MA GN C E To s n CLASS IV RCP PIPE S GRADE O.D. BY SITE CONTRACTOR \ 3'-0" 3'-0" WITH G 0 EXTI E FABRIC DRAINAGE RINGS D 1"-1+/"Bedding sand 630 Johnson Avenue. . Suite 7 m®® ® - - - . CAST IRON CLEANOUT WITH BRASS FERRULE MIN - - _ MIN SUPAC 4NP OR mtM� © BACKFILL ABOVE SPRINGLINE T APPROVED EQUAL(CAST IRON PIPE PAINTED TO COLOR �' Q — — — — 1 Co p cted aggregate g e base - � #30 iSPHAL T . . . . . BE PLACED IN 12"LIFTS °. SPECIFIED BY ARCHITECT.) m®p ® I - - - ROOF NG FEL m a a re at he 11716 26 8 a ° �_ 3'-0"MIN. RING DEPTH VARIES $^ Phone: (631) 58 - 53 . Fax: (631) 589-8705 MIN. � �.�. PAST GRAVEL O 9 63 FIRST FLOOR E-mail: INFO@PWGROSSER.COM o ° AS PER DESIGN < ® ® ® ® COLLAR Geotextlle separation fabric PRE-SHAPED FOUNDATION OR ° m En® ® TYpBACKFILL UNDER AND / PRINGLINE D FLAT FOUNDATION WITH a ° GRADE AROUND DRYWELL WITH ® ® REINFORCED ///\// / //�//�//�//�/ / / / // E Compacted soil subgrade ® ® T - -- - BACKFILL TAMPED INTO PIPE ®®® ® - - - -►110"I-- 1 CONSULTANTS — PVC(SDR18)PIPE FITTINGS SIZE TO BE jj / GRANULAR MATERIAL CONCRETE PRECAST -.-- - --. HAUNCHES AT CONTRACTORS COORDINATED WITH DOWNSPOUT \ CONTAINING LESS THAN RINGS CHECKER BLOCK:TOP VIEW CHECKER BLOCK SIDE VIEW DISCRETION \'-' I _ _ _ 15%FINE SAND,SILT,& LEACHING RING d FERNCO SERIES 105G COUPLING FOR CAST ®®® ® �j CLAY. (SILT&CLAY 24" TYP a" IRON TO PVC PIPE �/ m®® ® � - - - FRACTION NOT TO J- ( 2 V 3 BEDDING CLASS I II OR III \ EXCEED /o I Typ �rP� 7vP WHERE UNSUITABLE MATERIAL 4 ° m®® ® �- - -�P ) 4" ® ® ® ® - T- �� I a' BACKFILL PLACED ALTERNATELY IS ENCOUNTERED DURING TO DRAINAGE SYSTEM m[M rn © �• - - _ TYPICAL ® ® ® ® 00 J 2/'-� �-- 12' 2• EXCAVATION OF PIPE TYP IN 6'LIFTS ON BOTH SIDES OF GRAVEL COLLAR T-0" B°re°xe"GAUGE I TRENCHES. �5'-0•� PVC(DR 18)@ 1.0%MIN. DRAINAGE RING �10"� � A A 24° WELDED KIRE MESH PIPE UP TO SPRINGLINE s" 3'-0"MIN.TO MIN.ALL AROUND A specifications ELEVATION GROUNDWATER :> ; , j 1'. LEACHING RING feces s.t.ppe feces pallet NOTE: GROUNDWATER '• i ` BACKFILL UNDER AND width length height per s.t. allce er alle wei ht NOTE 1. CONTRACTOR SHALL COORDINATE DOWNSPOUT SIZE WITH ARCHITECTURAL PLANS. - " AROUND DRYWELL WITH 24° 24" 4• .25 Bo 20 2000 17-0"0 GRANULAR MATERIAL 1- IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0',THE CONTRACTOR MUST PROVIDE SIX(6)FOOT MIN. CONTAINING LESS THAN SHEETING AND BRACING.AS AN ALTERNATIVE,THE TRENCH WALLS MUST BE CUT BACK TO '/•., \j PENETRATION INTO `'~ 12 15%FINE SAND,SILT,& A 1:1 SLOPE,OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL,WHICHEVER IS MORE ROOF DRAIN DOWNSPOUT \ ACCEPTABLE LEACHING CLAY. (SILT&CLAY X MATERIAL. IF SAID FRACTION NOT TO 2- CLASS SHALLOW.II,III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES,PER USCS SCALE: NTS - ,. CONDITION CANNOT BE NOTE: 12'-0"DIA. EXCEED 5%) NOTE: FIRST SIX(6)FEET BELOW UNIFIED SOIL CLASSIFICATION SYSTEM) 1. ALL DRAINAGE LEACHING CATCH BASINS EFFECTIVE DEPTH DEPTH VARIES, PRECAST CONCRETE 3- SAWCUT Z BEYOND TRENCH FOR PAVEMENT RESTORATION WHERE REQUIRED. 1. ALL DRAINAGE LEACHING POOLS EFFECTIVE DEPTH DEPTH VARIES,SEE PLANS THE BOTTOM OF THE LAST FOOTING FOR EFFDEPTH. LEACHING RING,CONTINUE SEE PLANS FOR EFFDEPTH. CHECKER BLOCK CONCRETE GRID DETAIL WITH THE PIPE TRENCH DETAIL DRAINAGE LEACHING POOL HESIX(6)FOOTMN. DRAINAGE - LEACHING CATCH BASIN NOT TO SCALE CIRCULAR WICK,UNTIL SCALE: NTS SCALE: NTS APPROVED PENNETRATION SCALE: NTS NYLOPLAST 24" DRAIN BASIN: 2824AG CAST IRON CURB INLET TRAFFIC Q®INTEGRATED DUCTILE IRON BEARING BICYCLE SAFE(BY FRAME&GRATE TO 'CAMPBELU) MATCH BASIN O.D. ALLOW 4"FOR FINAL OOO \ 18'MIN WIDTH GUIDELINE ADJUSTMENT OF FRAME 2,-0" {II �OOOOOOOO S 8" 5° S � MINIMUM PIPE BURIAL ®VARIABLE INVERT HEIGHTS DEPTH PER PIPE 8"MIN THICKNESS GUIDELINE AVAILABLE(ACCORDING TO MANUFACTURER 10'-0" PLANS/TAKE OFF) RECOMMENDATION (S)ADAPTER TRAFFIC LOADS:CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE 0 ANGLES PURPOSES ONLY.ACTUAL CONCRETE SLAB MUST BE DESIGNED C� a #4 BARS IN TOP SLAB(4"O.C.) I VARIABLE 0-.360- TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,TRAFFIC a OO 5 5 AccoRDING To LOADING,&OTHER APPLICABLE DESIGN FACTORS. PLANS Oa O o O S 5ti GROUT AROUND ENTIRE PIPE ! 18"MIN. 5 DRAINAGE PIPE SEWER MAIN OR 1 ti CORRUGATED HDPE DRAIN PIPE HOUSE CONNECTION ®VARIABLE SUMP DEPTH 5 OR APPROVED EQUAL I ` OP ING .o ( ACCORDING TO PLANS(6'MIN) 6' 0.5%MIN. ---- 4'-0" 18"MIN. @VARIOUS TYPES OF INLET&OUTLET ADAPTERS 4"MIN \ AVAILABLE:4%24"FOR CORRUGATED HDPE (ADS N-12,ADS SINGLE WALL,HANCOR DUAL WALL), I POLYPROPYLENE COATED Y2" I \ SDR 35,SCH 40 DWV,CORRUGATED&RIBBED PVC 5 STEEL RUNGS @ 12"O.C. j I 10'-0" 10.-0" THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER g PIPE INVERT S 1DWATERTIGHT JOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 11 5 / (CORRUGATED HDPE SHOWN) MATERIAL AS DEFINED IN ASTM D2321.BEDDING&BACKFILL FOR $ V-6"SQ. OPENING FILLED m-GRATESISOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-%05, SURFACE DRAINAGE INLETS SHALL BE PLACED&COMPACTED 7 REVISED PER TOWN COMMENTS 12/21/2022 3'-0' S ti ° WITH GRAVEL -- ®-FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7o-0 UNIFORMLY IN ACCORDANCE WITH ASTM D2321. ®-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. 6 REVISED PER TOWN COMMENTS 11/23/2022 RISERS ARE NEEDED FOR BASINS OVER 84'DUE TO SHIPPING RESTRICTIONS. 5 REVISED PER NYSDOT COMMENTS 09/15/2022 ` S SEE DRAWING NO.7001-110.065 ®-DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTMD3212 4 REVISED PER TOWN COMMENTS 02/15/2022 I �aQ•� 5 FOR CORRUGATED HDPE(ADS&HANCOR DUAL WALL)&SDR 35 PVC 1+I 6' Et ° a q 5 $• Q-ADAPTERS CAN BE MOUNTED ON ANY ANGLE D"TOW'.TO DETERMINE MINIMUM 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 5 y )° 9pe, S S ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-013. 2 ADDRESSED DEIS COMMENTS 07/17/2019 —. --- o a o 0 1 G_RATE OP IONS WHICH O O O O 0 O O 00 O O T LOAD RATING P99C DRAWING# THIS ESSION DISCLOSES RNTDOE NOTCONER,TRA HAS THE EUSEOFTHE THE RECEIPT NI BUFORD,GA3051 1 REV.T044ROOMS-UPDATE UTILITIES 04/11/2017 O O O O O O p O O OqO a PEDESTRIAN MEETS H-10 2499CGP 7001-110216 POSSESSION OF THIS PRINT DOES NOT CONFER,TRANSFER,OR LICENSE THE USE OF THE DESIGN OR TECHNICAL BUFORD,GA 30518 I� T-8" 1.-6--�j� 1'$"�-UNDISTURBED SUBGRADE _ STANDARD MEETSH-20 2n99CGS 7001-110-217 INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN,OR PHN(770)932.2443 Number Revision Descripton Revision Date 4,�s 8. SOLID COVER MEETS 420 2498000 7001-110-218 MANUFACTURE OF ANY ARTICLE HEREFROM,FORTHE DISCLOSURETO OTHERS IS FORBIDDEN,EXCEPTBY SPECIFIC � ast FAX(770)932-2490 DOME WA 2499CGD 7001-110-219 WRITTEN PERMISSION FROM NYLOPLAST. YY www.nyloplastus.com DROP IN GRATE LIGHT DUTY 2401DI 7001-110.075 TITLE Designed By �+ Date Submitted 241N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL TC 01/20/17 SIDE VIEW TOP VIEW DWG NO. 7001.1106192 REV-" Drawn By Date Created DRAINAGE - CATCH BASIN DRAINAGE / SEWER CROSSING DETAIL TQLT 08/23/16 Approved By Scale SCALE: NTS SCALE: NTS CATCH BASIN DETAIL BG AS SHOWN Client SCALE:NOT TO SCALE THE ENCLAVES 56655 ROUTE 25 SOUTHOLD, NY } Protect R� �• D WATERPROOF INTERIOR FACE OF �� SITE PLAN JAN 9 202____I CONCRETE RETAINING WALL WITH DRI-SEAL �A (OR APPROVED EQUAL)SILICONE EXTERIOR y SEE SHEET 3 TI 12 FOR Southold 1 own � . RAMP SIDE OPTIONS Planning Board COLORLESS WATERPROOFING(5%). TOP OF WALL ,A ELEV.30.5' CJ�Q o10�` . . ...W.. .. i BUFFER ZONE . . . . . . W SIDE FLARE(TYP.) W (SEE NOTE 23 FOR FLARE SLOPES) Project Address: W .W 56655 ROUTE 25 12"THICK POURED . . ...W CONCRETE WALL 3.25'REVEAL �+�+�.�+� Q.W.W. � .�.W. . . SOUTHOLD 4,000 Psi W W W W ,W, . �s SUFFOLK COUNTY, NEW YORK • �W�W�V W y� W��� No.4 BARS 12"O.C. ` County Tax Map Number: Contract Number. .. . . . 1000-63-3-15 3"MIN COVERAGE BOTTOM OF WALL . . . . W. . Regulatory Reference Number. ELEV.27.25 Dior i No.4 BARS 12"O.C.ALONG EARTH SIDE NOTE: c ° Tide of Drawing: FOOTING CONSTRUCTED ON . " .; 4'-0" 2 TON/SQ.FT.UNDISTURBED BEARING 2"x 2"KEY : SOIL,OR PROPERLY COMPACTED RAMP C,Q No.4 BARS 18"O.C.6'-0"LONG V-6„ ENGINEERED FILL CERTIFIED BY A S'�q SITE 8 LICENSED PROFESSIONAL .... ••. ENGINEER. SEE DETECTABLE WARNING 44 • !' ' ..•'" . 1'-6" PLACEMENT DETAILS ON SHEET 2 OF 12 DETAILS z • ''" ' (SEE NOTES 1-7)No.4 BARS 18"O.C. g,6,• CLEAR SPACE (SEE NOTE 2) CURB RAMP CONFIGURATION: TYPE 1 CONCRETE RETAINING WALL Drawing Number. a SCALE: NTS SCALE: NTS W ITEM 608.0105009 W mm � a Sheet of 5 20 234" 7j N Q N PINGC Project Number: o Unauthorized alteration or adr8tion z E NYSDOT CASE NUMBER 97500 to this drawing and related documents AVG1601 is a violation of Section 72D9 ¢o of the New York State Education Law o a r 0"(N.T.S.) N.Y.S.D.O.T. 9"DIA. �jL 3/4" SIGN No.R1-1C CAPPED WITH CONCRETE _ RESERVED PARKING 30. 10" STOP 3"GALVANIZED(WEATHER TYPICAL TRAFFIC PROOF)STEEL MOUNTING 4"WIDE BLUE STRIPE CONTROL SIGN CHANNEL COMPLY WITH PN Y COATING DN TTO 3'-0" NEW BLUE HANDICAP REQUIREMENTS(SEE NOTE 1) SYMBOL 6"-`I 2"SQ.POST O T-O"MIN. POST PUNCHED FULL LENGTH 6"DIA.HEAVY DUTY PIPE FILLED Strategic Environmental and Engineering Solutions O WITH 318"DIA.HOLES 1"O.C. WITH CONCRETE&PAINTED 20' z YELLOW (TYP) 7" O T-0"MIN. FINISHED 2 A, / �.� Y fir® ®T' ® ., .. O FLOOR ______........I.- Johnson Avenue. . Suite 7 O 18"MIN.FROM EDGE OF 1/2"PRE MOLDED EITUMINOUS Bohemia - NY - 11716-2618 42" 27"DIA _ 15" O PAVEMRNT TO SIGN JOINT FILLER ..4"BELOWFINISHED J ° PAVEMENT `' ; . � . IPho E-ma11 INFO@PWGROSSER.COM8705 Qi- F GRADE a O a 6" 'F` \ `� T=0' CONCRETE O REPAIR OR REPLACE SURFACE �. '\ °'` FOOTING 21/2"SQ.SLEEVE ° 4,000 PSI �- —10, 10, 8' CONSULTANTS CONCRETE FOUNDATION v O v 36" 42" IN KIND - @ 28 DAYS 4,000 PSI @ 28 DAYS PARKING STRIPING DETAIL 21/2'SQ.SLEEVE O V° \ __-- --.--.____.__._.-.__-- _ DIRECT EMBEDMENT AS PER 3. 7" ° ° N.Y.S.D.O.T.REQUIREMENTS �' '� i - �A V \ \ SCALE: NTS i y/ ° a ° 6" / 6" 6" 6" BLUE PAINT SQ. VARIES SEE PLAN HANDICAP SYMBOL TYPICAL TRAFFIC CONTROL SIGN DETAIL STOP SIGN DETAIL BOLLARD DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS CURB EQ. ,..I ... , :i ldV a N SAWCUT EDGE OF EXISTING SIDEWALK TO 24"(TYP) PAVEMENT RAMP VARIES SIDEWALK CONCRETE WALKWAY PAVEMENT SUB-BASE FILL WITH 112"PREFORMED i Ya"LIP 3/s"WIDE FULL DEPTH CONTINUOUS A BITUMINOUS MATERIAL A EXPANSION JOINT BETWEEN CURB 6" FACE OF CURB 24"(TYP) ;r` &CONCRETE PAVEMENT(TYP AT 3 4" Y"EXP.JT• ALL EDGES OF RAMP) 4'-0' SECTION A-A 5' rc 12 1 1/2" CONCRETE PAVEMENT rn r - -�1 SIDEWALK "' L. z > a UJ SIDEWALK VARIES WIDTH OF VARIES SIDEWALK 4'MAX. RAMP 4'MAX •m u MP _ � „- RU/y DETECTABLE WARNING '�,. �= VARIES 4'MIN. - r�_ I I—III—I I I_I I I-III—I I 6X6-W3XW3 WWF STRIP(1 FT.x 1 FT TILES) CONTRACTION JOINT EXPANSION JOINT77; i,, SEE PLAN 12 1 1 1� 2 6"I I I I III)I I III-1 I r I !f COMPACTED AGGREGATE BASE 'SAX' A (TYP) EVERY 4' EVERY 20' yz"EXP.JT. '�:y"EXP.JT. COURSE �'�� RAMP RUN PLAN NOTE: o°o°o o° SECTION ' COMPACTED SUBGRADE LANDING o 0 0 0 STRIPING WIDTH TO SECTION B-B o 000°0 1:12 � DETAIL 6"x6"W2.9 DETAIL'B" I,. A x W2.9 W.W.F. MATCH WIDTH OF WHITE PAINTED MARKING CONCRETE TO BE 4,000 PSI @ 28 DAYS CONCRETE TO BE 4,000 PSI @ 28 DAYS ° �'���' CONCRETE WALK ; j I,,;. ,,, r:. CAST-IN-PLACE CONCRETE Wl or'' 4' BROOM FINISH LANDING COMPACTED 5"POURED CONCRETE > A SUBGRADE J CONCRETE WALKWAY PLAN PAVEMENT(SEE PLAN FOR CONCRETE TO BE 4,000 PSI @ 28 DAYS SECTION A-A 11 A_ .-__ ///"` JOINT SPACING) LU -— ' CONCRETE TO BE 4,000 PSI @ 28 DAYS Mm A TRANSITION FLARE-WALKWAY NOTES: 6'MIN. x F✓ PAVEMENT OR LAWN AREA,SEE 1/4"RADIUS ';•,. 1. THE MINIMUM WIDTH OF A SIDE CURB RAMP SHALL BE FIVE FEET 112' 1/4" • _',� cs PLAN FOR SPECIFIC CONDITION. 1^ 2. THERE SHALL BE A LANDING AT THE TOP OF EACH CURB RAMP AND SHALL HAVE MINIMUM CLEAR DIMENSIONS - ��, o 0 0 OF A 48"BY 48'SQUARE. CURB / 12;1MAX.SLOPE °o 0°0°0° 12:1MAX 8WPE ° i 2 0 0 0 0 0 3. THE MAXIMUM RUNNING GRADE OF ANY PORTION OF ANY CURB RAMP SHALL BE 1:12(8.3%). /, ,�30�- o 0 0 0 833'I 1/2"WIDE FULL DEPTH RAMP E t °o° °o°o° EJ_- 4. THE LENGTH OF THE FLARED SIDES SHALL BE AT LEAST TEN(10)TIMES THE CURB HEIGHT,MEASURED °000° %/�� CONTINUOUS EXPANSION 24"(TYP) 0 0 /% ALONG THE CURB LINE. ;O JOINT BETWEEN CURB& v v CONCRETE PAVEMENT(TYP AT 5. THE SURFACE OF ALL CURB RAMPS SHALL BE STABLE,FIRM AND SLIP RESISTANT. PROVIDE A CCARSE ALL EDGES PA RAMP) BROOM FINISH RUNNING PERPENDICULAR TO THE SLOPE OF CONCRETE RAMP SURFACES,EXCLUSIVE OF CROSSWALK DETAIL DETECTABLE WARNING FIELDS. 6'MIN.TRANSITION : . . - ---.... - SCALE: NTS TRANSITION CURB(TYP BOTH 6. RAMP TRANSITION BETWEEN WALKS,GUTTERS,OR STREET SHALL BE FLUSH AND FREE OF ABRUPT DETECTABLE WARNING STRIP CURB TYPICAL BOTH SIDES SIDES) VERTICAL CHANGES�"MAX.) 9 6 FLUSH INTEGRAL CURB W/y" 8 LIP JOINT SEALER 6" 7 REVISED PER TOWN COMMENTS 12/21/2022 PLAN VIEW PLAN DETECTABLE WARNING STRIP DETAIL A EXPANSION MATDED ERIAL DETAIL B FINISHED 3" 6 REVISED PER TOWN COMMENTS 11/23/2022 GRADE 1" 5" 5 REVISED PER NYSDOT COMMENTS 09/15/2022 CONTRACTION JOINT EXPANSION JOINT \ \ \ \ PROPOSED 4 REVISED PER TOWN COMMENTS 02/15/2022 SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK RAMP DETAIL SIDEWALK DETAIL \��\��\��\ 2. 3" PAVEMENT 3 ADDRESSED COMMENTS DATED12/9/19 04/08/2020 �,— F— SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 2 ADDRESSED DEIS COMMENTS 07/17/2019 \ 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 18" a / Number Revision Description Revision Date #5 BAR a Designed By Date Submitted (CONTINUOUS) ( a TC 01/20/17 Drawn By Date Created R=1" TC\LT 08/23/16 Approved By Scale BG AS SHOWN Client: CONCRETE TO BE 4,000 PSI @ 28 DAYS THE ENCLAVES DOME TOP ='- - - LOAD CAPACITY AT LEAST 75,000LBS 56655 ROUTE 25 '^ J "' ': FOR EMERGENCY PURPOSES O.D PIPE TERMINAL POST 2.875" BLACK VINYL PRIVACY SLATS j>, r^`�' '4�t{ ,. 5, /(` 1-1/2"TOP COURSE • • SOUTHOLD, NY -`: ,.,• Y 2-1/2"BINDER COURSE MOUNTABLE CURB DETAIL LINE POST 2.875'O.D.PIPE Project TOP RAIL THROUGHOUT TOP,DIAGONAL, AND //\//\\//\//////`/ / '/ f�` -`-' ------- 1.66" O.D. \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\�/\\/� COMPACTED RCA SCALE: NTS [ t. , I 1.66"O.D.PIPE LIVE POST TIE 12"O,C.8 BOTTOM RAIL 1+66"O.D.PIPE BRACE RAIL /j�/j1//�/,j 1/j,//\1/�/j�/j�/j�\ (NYSDOT SPECIFICATON RCA) i �® g GAGE ALUM. P. CHAIN LINK FABRIC CHAIN LINK FABRIC \'�\ \�\\i\i,. ,/�/�\/�\ COMPACTED SUB-GRADE AN 2�23 RAIL TIE 18"O.C. TENSION BAR 2:XV GA.TYPE 1 ALUM.COATED BLACK VINYL 2:X6"GA.TYPE 1 SITE PLAN TENSION BAND 12"O.C. 1.66" O.D.BRACE RAIL PRIVACY SLATS ALUM.COATED x FINISHED 6" I BRACEBAND LIVE POST LOOP TOP TYPICAL ASPHALT PAVING DETAIL 2X GRADE 3" n Southold 1`o�uri \ \ \ \•' PROPOSED SCALE: NTS \��\��\r\\ 2" 6" PAVEMENT Planning Board li`! I' if I Address: I .' HEIGHT 8'-0' 18" ,; 56655 ROUTE 25 , I I I ii f I �f�it:�. I,!) ;, ii'I, I!:! ): �` I i jl i !' ' I►I j:a : I;I'.i ; ;�. , ,,., ,�:i,, ! SOUTHOLD ACOUSTIC BARRIER W/ MINIMUM STCOF2 5 BAR -0" I NOISEOUT-20R LV-1 2"ASPHALT CONCRETE TOP CNL'RSE c I ' SUFFOLK COUNTY,NTY NEW YORK I:! CONTINUOUS � III I,:!: I. (CONTINUOUS) a ;i if d ;I rii TYPE 1A-ITEM 70B (. . 1000-63- -1 PROVIDE JOINT SEALANT 3 5 I 4"ASPHALT CONCRETE IN BINDER COURSE Regulatory Reference Number. 3'-0"MIN. TYPE 1B-ITEM 51FX 2 LIFTS ( ) VARIES 6"STABILIZED SOIL AGGREGATE SUBBASE Title of Drawing: DOUBLE GATES II I 3/8"(9.5 MM)DIA. •� .'. 12^ COURSE(RCA)(NYSDOT SPECIFICATION RCA) t�B" TRUSS ROD f 2"CLEARANCE T-O"MIN. ? TYP. SECURED BY CHAIN MATCH EXISTING AND PAD LOCK ITEM 4S f BOTTOM SELVAGE CONCRETE TO BE 4,000 PSI @ 28 DAYS U TENSION WIRE � GRADE TRUSS ROD TIGHTENER WITH 7 GA.TIE TO POST 12^ 6" ' ' ' i'' LPL CURB DETAIL BRACE BAND 10'-0"MAX. POURED CONC. TYP. , ' !` %�� ' �Z"-s"DIRT SCALE: NTS DETAILS 10'-0"MAX. FOOTING(TYP.) /�/\//\i� i� >� `ice i�1 i�\i\\/\/\/ "-z"SPACE �. COMPACTED SUBGRADE'\//\//\ BACKFILL N TYP. 1 \i�\i�\>�\>�`>� >�\>�\r�\>�\ \r�\ ACOUSTIC SEAL •, EXISTING PAVEMENT AND SUB-BASE a 24" "SOD"PLANTING LEVEL W TO REMAIN HDPE GRASS PAVER INSIDE CELLS 5/8" a. + •� " '. ONCRETE CON CRET ..4, ACTUAL FINISHED GRADE CHAIN LINK FENCE DETAIL CHAIN LINK GATE DETAIL PAVEMENT PATCH DETAIL Drawing Number. SCALE: NTS SCALE: NTS ��° SCALE: NTS SOIL FILL LEVEL INSIDE PAVER GRIDWORK AFTER HEAVY WATER DOWN. sr, W THIS IS THE ACTUAL"SOD"PLANTING LEVEL. w WOODEN STOCKADE FENCE DETAIL HEAVY VEHICLE SUB-BASE. SAND OR SANDY LOAM o 3/4"CRUSHED ROCK OR LOAD CAPACITY AT LEAST 75,000LBS LEVEL WHICH RECEIVES e SCALE: NTS CLASS 2 ROAD BASE FOR EMERGENCY PURPOSES THE PAVER GRIDWORK Sheet of o GRASS PAVER DETAIL 21 234" Fi N .Q OVERFLOW PARKING AREAS PWGC Project Number. S w ill SCALE: NTS Unauthodzed alteration or addition z E NYSDOT CASE NUMBER 97500 ��'Isarviolati nnofSecti nd7209enk AVG1601 rL of the New York State Education Law 0 o 'S J a a NOTES: GROUND SURFACE J"O COPPER \ CUT AWAY ROCK TO (SEE NOTE 1) 1. CAP SET FLUSH TO SURFACE. PIN 6"LONG ACCOMMODATE D+2'-6� ROCK SURFACE M R.O.W.MARKER D (SEE NOTE 1) D 2. SURFACE OF ALUMINUM CAP TO BE IN CONTACT WITH CONCRETE. GROUT SHALL BE THOROUGHLY COATED i }'OJ COPPER _ — — — — WITH ZINC CHROMATE PRIMER. 708-04. j \ PIN 6"LONG 111=1 I' -1 I I—III- _I i 1=1 I IL y� \ � - - ': :.:• ALUMINUM CAP 3. REBAR SHALL BE DRIVEN WITH A DRIVING CAP ACCEPTABLE TO THE EIC AND DESIGNED TO PREVENT (SEE NOTE 2) "MUSHROOMING"OF THE TOP OF THE REBAR DURING DRIVING. SILICONE SEALANT IS NOT REQUIRED IF THE \ Strategic Environmental and Engineering R.O.W. MARKER CAP \ i_ . __ . ., slucoNE SEALANT S FITTED WITHA PREFORMED PLASTIC INSERT. -, (SEE NOTE 3 w g g Bering Solutions W a ) z 4. SHAPE OF THE MARKER CAP IS APPROXIMATE, OTHER SHAPES WILL BE ACCEPTED IF THEY CONFORM TO THE _ I w MINIMUM WEIGHT AND DIMENSIONS GIVEN IN THE MARKER CAP DETAIL. THE MARKER CAP SHALL FIT TIGHTLY . .. 0 II I cn TO THE II REBAR. MARKER CAPS WHCIH MAY BE REMOVED FROM THE REBAR WITH MINIMUM OR MODERATE t �+� .j.. 'O1 REBAR = n , ..tw1 :. 0 .. • 0>.,.. LJ z EPDXY COATED a EFFORT WILL NOT BE ACCEPTED. " L�L 630 Johnson Avenue. . Suite 7 4 GROUND 1 0 ; z z 5. LENGTH OF REBAR MAY BE REDUCED A.O.B.E. IF AN OBSTRUCTION WHICH CANNOT BE PENETRAED IS Bohemia . NY 11716-2618 THE LENGTH OF THE SHANK WILL NOT BE LESS THAN 2'-0" IN HARD, DENSE, OR __ = GROUT§701-05 0 o ENCOUNTERED. HOWEVER, Phone: (631) 589-6353 . Fax: (631) 589-8705 STONY SOIL. REBAR TO BE EPDXY COATED. CONCRETE E-mail: INFO@PWGROSSER.COM ;.. . a 4"MIN. I I \ .<'. _ 1LT_1I 6. AFTER THE CONCRETE RIGHT OF WAY MARKER OR CIP PERMANENT SURVEY MARKER IS IN PLACE, THE a EARTH LU UNDISTURBED �. I I I� —TI I_ EXCAVTION SHALL BE BACKFILLED IN ACCORDANCE WITH THE REQUIREMENTS OF STANDARD SPECIFICATIONS CONSULTANTS I� SECTION §203-3.06"SELECT GRANULAR FILL". ROCK " —r t — ' •.; —I I 7. EXCAVATION AND BACKFILL SHALL FOLLOW EITHER METHOD A OR METHOD B PER 625-3.04 PERMANENT III III ROCK SLOPE —I11=ll' SURVEY MARKERS DEPENDING ON SITE CONDITIONS. I I _III—III_ I I I ONE J"0 REBARL 4" IN. 24"LONG ( \ STEEL PIN AND CAP R.O.W.MARKER FOR BACKFILL INSTALLATION DETAIL IN MATERIAL ROCK OR ROCK OR CONCRETE (SEE NOTE 6) CONCRETE SURFACE NYSCpT DRILL 1"0 HOLE X 18�" DEEP,THEN FILL WITH GROUT TT zo I I AND INSERT MARKER ROD lJ CONCRETE RIGHT-OF-WAY-MARKER CONCRETE RIGHT-OF-WAY-MARKER INSTALLATION DETAIL IN ROCK OR CONCRETE R�pHTGF`NP� PRECAST CONCRETE RIGHT-OF-WAY MARKER STEEL PIN AND CAP R.O.W. MARKER 9"MAX. PITCH 7"MIN. TOWARDS ROADWAY R=1.� Y U F ` HMA OR PCC PAVEMENT 6-1 CURB SUBBASE (SEE PLAN . -,......�. ;:-.�: �;- <- ,��: r%r:�s� ,�,• TYPICAL SECTION 1-1/2"TOP COURSE -'r"7 3.5"BINDER COURSE NYSDOT TYPE 3 TIP-UP SECTION(TYP.) j/j///,\,I I j/�//� \j/\ 6"COMPACTED RCA \/j/j/\/\/j/j /\ \ (NYSDOT SPECIFICATION RCA) TYPE VF6 CURB DETAIL MAX.SLOPE 25%SAW CUT EXISTING COMPACTED SUB-GRADE (SEE NOTE 1) �io� (VERTICAL FACED CURB WITHOUT CURB ANCHOR) Q�OPOS�O OR ONC CONCRETE DRIVEWAYS 4�MN S 2` (SEE NOTE 4 ) TYPICAL ASPHALT PAVING DETAIL SCALE: NTS LAYOUT POINT �S/% SCALE: NTS 0 Foo�ot- q / \ oryFR �,����� NOTES: (SEE NOTE 4) S(Cx g\N Fwgy Q��Fo ' 1.o \ c� c`t`�� USE CUB AND CURB AND GUTTER MEETING THE MATERIAL AND 9 R J s° o� CONSTRUCTION REQUIREMENTS OF SECTION 609 OF THE STNADARD 8 SPECIFICATIONS. 7 REVISED PER TOWN COMMENTS 12/21/2022 ti k, 2. CURB ANCHOR(NEW CONSTRUCTION). THIS DETAIL SHOWS PLACEMENT OF 6 REVISED PER TOWN COMMENTS 11/23/2022 5 REVISED PER NYSDOT COMMENTS 09/15/2022 ;off oTF3J y� 0��� CURB ANCHORS. PUSH-IN TYPE ANCHORS MAY BE USED (SHOWN ON THE 4 REVISED PER TOWN COMMENTS 02/15/2022 STANDARD SHEET FOR LONGITUDINAL TIES). 3 ADDRESSED COMMENTS DATED 12/9/19 04/08/2020 LAYOUT POINT 4; `Lq�7f / o\��0 3. CURB TYPES M6A AND M4A REQUIRE CURB ANCHOR. CURB AND GUTTER 2 ADDRESSED DEIS COMMENTS 07/17/2019 s% MAN TYPES VF6G AND M4G REQUIRE ANCHORS WHEN PLACED ADJACENT TO 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 /� ����G CNCRETE PAVEMENT OR SHOULDER. Number Revision Description Revision Date 4. WHEN VERTICAL FACED CURB LESS THAN 9"WIDE IS USED WITH CURB BOXES s,� \ 0���5��� ��� CU1, CU2 AND CU3 AND CONCRETE SIDEWALK IS PLACED ADJACENT TO THIS Designed By TC Date Submitted 01/20/17 7s�Mq�� \ _ /� l o���PJ� CURB, SEE STANDARD SHEET MISCELLANEOUS CURB DETAILS FOR CURB BOX Drawn By Date Created �" JOINTS. TQLT 08/23/16 / E�G� 5. USE WITH CURB BOXES, CM1, CM2 AND CM3. Approved By BG Scale AS SHOWN Chen THE ENCLAVES TYPE 3 DRIVEWAY ENTRANCE 56655 ROUTE 25 SOUTHOLD, NY FQP Ql �, FOR RESIDENTIAL OR COMMERCIAL DRIVEWAYS IN UPBAN AREAS o\��� P WITH POSTED SPEEDS OF 45 MPH OR LESSRECEI Pr°'�` V I_ �oPo�e�`'� P��~6 TAPER METHOD WITH SIDEWWALK AWAY FROM CURB OR NO SIDEWALK LAN �00� _ o�`` NOTE: SEE TAPER METHOD OF LAYOUT NOTES ON SHEET 3 SITE PLAN 2023 i O l� south Planning Board NOTES: Project Address: 1. A DRIVEWAY TIP-UP SECTION SHOULD EXTEND TO A LOGICAL TERMINI (EXAMPLE: SIDEWALK EDGE,WHERE THE 56655 ROUTE 25 DRIVEWAY GRADE MATCHES EXISTING GROUND, OR LAYOUT POINT), FOR REFERENCE,A REASONABLE OPTIONAL LEVEL SECTIONS SOUTHOLD LENGTH OR TAPERING THE TIP-UP SECTION IS NOT PART OF THE DRIVEWAY OPENING WIDTH. REFER TO SUFFOLK COUNTY NEW YORK NYSDOT STANDARD SHEET 609-02"MISCELLANEOUS CURB DETAILS" FOR THE CURB TRANSITION. L 2. WHERE THERE ARE CONSTRAINTS THAT PREVENT THE CONSTRUCTION OF THE DRIVEWAY OPENING USING MAX.SLOPE 2MIN.SLOPE 5 CounyTax Map Number Contract Number 5% 1000-63-3-15 EITHER OF THE LAYOUT METHODS, THE ENGINEER MAY SPECIFY A SMALL CORNER CURB RADIUS OF 2' (OR A"2 Regulatory Reference Number. BULL NOSE"CURB ALONG LOW SPEED HIGHWAYS), PROVIDED THE DRIVEWAY OPENING MEETS THE JOINT AS REQUIRED REQUIREMENTS OF THE"DRIVEWAY OPENING"TABLES ON SHEET 4. Title of Drawing: 3. FOR RESIDENTIAL DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 10' FROM THE OUTSIDE EDGE OF TRAVEL LANE OR 2' BEHIND ANY SIDEWALK, IF PRESENT, WHICHEVER IS GREATER. FOR MINOR COMMERCIAL — — — — DRIVEWAYS, THE MINIMUM PAVING LIMIT SHALL BE 30' FROM THE OUTSIDE EDGE OF TRAVEL LANE, OR 2' — — OPTIONAL 1"CURB REVEAL r BEHIND ANY SIDEWALK, IF PRESENT, OR EXTEND TO THE RIGHT-OF-WAY LINE, WHICHEVER IS GREATER. THE (SEE NOTE 27) PAVING LIMIT MAY EXTEND BEYOND THE MINIMUM PAVING LIMIT FOR NEW DRIVEWAYS AND TO TRANSITION TO DETAILS EXISTING PAVED DRIVEWAYS, THE PAVING LIMIT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS. EDGE OF PAVEMENT 4. ANY PCC SIDEWALK WHICH CROSSES A DRIVEWAY SHALL HAVE A MINIMUM THICKNESS OF 6"AND INCLUDE STEEL MESH REINFORCEMENT WITH 3"OF TOP COVER. BOTTOM OF CURB 5. TO PREVENT DRIVEWAY GRADES FROM EXCEEDING THE VALUES IN TABLE 2-'MAXIMUM DRIVEWAY SLOPE' ON DETAIL 7 SHEET 2, IT MAY BE NECESSARY TO DEPRESS THE SIDEWALK ACROSS THE DRIVEWAY. SIDEWALK RAMPS DRIVEWAY DROP SHALL HAVE THE LEAST RUNNING SLOPE POSSIBLE, WITH AMAXIMUM DESIGN AND LAYOUT SLOPE OF 7.5%. Drawing Number: o THE RUINING SLOPE FOR WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3% OR LESS RUNNING SLOP, THE CURB TRANSITION N RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-1" FOR DESIGN LAYOUT. THE RAMP LENGTH SHALL NOT BE REQUIRED TO EXCEED 15'-0" FOR WORK ACCEPTANCE. SEE STANDARD SHEET 609-02 FOR ® a 6. WHERE DRAINAGE IS CARRIED ALONG THE CURB, CONSTRUCT THE DRIVEWAY WITH A SHORT UPGRADE TO COMPLETE CURB TRANSITION DETAILS PREVENT RUNOFF FROM PONDING AT THE DRIVEWAY ENTRANCE (FLAT DRIVEWAY) OR RUNNING DOWN THE DRIVEWAY(DOWNHILL DRIVEWAY SLOPE). IF CONDITIONS MAKE THE ADDITION OF A SHORT UPGRADE Sheet of 4 IMPRACTICAL,USE 1"CURB REPEAL AND CONTINUE CURB ACROSS THE DRIVEWAY OPENING. TYPICALLY, CURB 22 23 REVEAL WILL NOT BE CONSTRUCTED IN RURAL AREAS. IF CURB REVEAL IS SPECIFIED FOR A SPECIFIC a DRIVEWAY, IT WILL BE NOTED IN THE DRIVEWAY TABLE OF THE CONTRACT PLANS IN THE'COMMENTS' COLUMN. PWGCProjectNumber: w Unauthorized alteration or addition z F to this drawing and related documents AVG 16 01 Is a violation of Section 7209 o of the New York State Education Law 0 o a a LAND NOW OR FORMERLY OF o = TOWN HARBOR ANTHONY FORGIONE } w `.' LANE S.C.T.M. NO. 1000-63-03-17.3 LU c~n (IMPROVED,CONNECTED TO PUBLIC WATER) _ L) o LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF o o VALERIE M.SCOPAZ VINCENT DOLOMITE&ILEANA DOLOMITE o a S.C.T.M. NO. 1000-63-03-16 S.C.T.M. NO. 1000-63-03-17.4 ? N z (IMPROVED,CONNECTED TO PUBLIC WATER) IMPROVED,CONNECTED TO PUBLIC WATER)) O NZ >- 0 Z U Z O N .6 0 20"a 3 `-�' ® Strategic Environmental and Engineering Solutions 34.2 ® �� art r _ .6„y :.y�n�«. ••��f:'""'� „ :�i\,"•--R,y,�,;::;�`t`Lr-•irt.: a?Cr. !`1.,,�.,... 1 f•` �`;a;,; a p h i� I :. ... K - y4,�.. .�'"'t", 'P, .�:3`lr,: �; ..� -•,�.r•-ye^^"a+:,, •a.•,. •:t, 4y:t, Ajr;.. �$•. ,�_ „� •�.: � >�/✓. ,� z 1 �t• � ® . , _ l !•2 e r !1,u tt 8 x5 �_... , h. e In Fr. 3,. r I K , N u. •at r,l 1. ,i ,I 1 N 1 • �s•„ ,,:, O oa ,use os os os 'i .y O Q F- °�:�` ��. - - 0 630 Johnson Avenue. . Suite 7 'os s 07 � Z o Bohemia . NY . 11716-2618 �� � F. 2 XX 5 }5•. .•}.• N ��, ;.)'• 5 398 LL Phone: (631) 589-6353 • Fax: (631) 589-8705 O K ' ° I } E-mail: INFO@PWGROSSER.COM Z O i� "y, "' o d • L.., 0 „aG O 4 35 CONSULTANTS 07 35.0 wu �i31 i p °7 I ••K 1 m ® ` ®® e m w 9 PA L Y K K O O � 1 8 e Cn O W Q • ,. ry :'�r :�:rr::r'• •:y oa 38. Lu `O 07 �O O�uO OLJO " 07 °7 o5 �I , - •2 LAND NOW OR FORMERLY OF § Q Ll ❑❑ EUGEN TOMASIC&MIRELLA TOMASIC S.C.T.M. NO. 1000-63-03-14 N O °' I O (IMPROVED,CONNECTED TO PUBLIC WATER) p c� oLJ I s 31.2 07 Q 4 5 PP PP PP BB oo ® QL " 07 Q LOCUST LANE G PAVED AY S8 '• LAND NOW OR FORMERLY OF ¢ YAN ' �� a - - - S.C.T.M. NO.R1000-63-03-13 10 /���® � i� / $; ® (IMPROVED,CONNECTED TO PUBLIC WATER) "7 ° t 2 GRASS P VERS ,9 ° „ O os O • K O Ly v1`G, '-4'++.t .: I:Mgr",", „�.,+;;:I`„ -Q " a O '`•, ;,.`""q,'rlt,: ® y�; M Ly Ly Ly Ofi - o -_ - o +.� d+r�;i.. � �� s..[•� �� L esl��r, �+;.r,•µrh �� �- -- "J�;",; YR/ °7 .3 O 9 LAND HNOW ORARLESW. WITZKFORMERLY OF PROPOSED IRRIGATION PLAN 8 CHARLES W.WITZKE 7 REVISED PER TOWN COMMENTS 12/21/2022 S.C.T.M. N0. 1000-63-03-28.1 6 REVISED PER TOWN COMMENTS 11/23/2022 IMPROVED,CONNECTED TO PUBLIC WATER SCALE: 1" = 40' 5 REVISED PER NYSDOT COMMENTS 09/1 512 02 2 ( ) 4 REVISED PER TOWN COMMENTS 02/15/2022 0 40 80 3 ADDRESSED COMMENTS DATED 12/9119 04/08/2020 LAND NOW OR FORMERLY OF 2 ADDRESSED DEIS COMMENTS 07/17/2019 SCALE: 111 - 401 1 REV.TO 44 ROOMS-UPDATE UTILITIES 04/11/2017 PILLES REALTY HOLDING LLC Number Revision Description Revision Date S.C.T.M. NO. 1000-63-03-12 Designed By Date Submitted LIGHTING LEGEND LIGHTING GENERAL NOTES: TC 01/20/17 Drawn By Date Created TC'�LT 08/23/16 CRITICAL ANALY515 IRRIGATION NOTES Approved By Scale 1. THIS PLAN IS INTENDED FOR LANDSCAPE LIGHTING PURPOSES ONLY. ALL LIGHTING FIXTURES AND IRRIGATION SCHEDULE BG AS SHOWN SYMBOL DESCRIPTION QTY TRANSFORMERS Generated: 2022-11-181820 ,, ALL WORK IS TO BE IN COMPLIANCE WITH ALL LOCAL,STATE AND FEDERAL CODES AND SYMBOL MANUFACTURER/MODEL CITY ORDINANCES. Client: RECEIVED P.O.C.NUMBER:01 SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAIIJTAIN Es o©6© Hunter PROS-045'sWp spray ,qg Water Source lnionnatlon: 2, ALL UNDERGROUND ELECTRICAL CONNECTIONS ARE TO BE MADE WITH 34A WIRE CONNECTORS, THE ENCLAVES ES LCS RC6 C6 66 LJAN . DBY. COMPLIANCE WITH THE NATIONAL ELECTRIC CODE (CURRENT EDITION) AND ALL LOCAL BUILDING SAFELY CODES 6 6@© HunterPROS-048'radius t63 FLst no MaxFlow: 56655 ROUTE 25 ENHANCED AREA LIGHTS/PATH LIGHTS w Custom Ma Flow: 40 GPM 3. ALL REMOTE CONTROL VALVES ARE TO BE INSTALLED IN VALVE BOXES OF APPROPRIATE SIZE. 9 2023 AND ORDINANCES. 6009 HunterPROS-0410'radius 61 FlowAvatlable 4DGPM 4. ALL CONTROL WIRING DOWNSTREAM OF THE CONTROLLER IS TO BE2-MRE,IAPPROVEDFOR SOUTHOLD, NY o T " FFF PRESSURE AVAILABLE DIRECT BURY. 2. FIXTURES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY THE ACTUAL 00pp Static reAvareat: 70 PSI Project: SOuvioi4 I own r l Hunter PROS-04 12'radius 99 Pressure Available: 70 PSI S. ALL ROTORS AND SPRAY POP-UPS SHALL BE INSTALLED ON SWING PIPE. Planning Board UNIQUE, PROTON 18 = PR 18-L227-BK 140 PLACEMENT OF EACH FIXTURE UPON COMPLETION OF LANDSCAPE INSTALLATION. �Q T�" '� p BRASS, 5" HAT, FROSTED LENS, tV1t;l0O9© Hunter PROS-04 IS'radius 7g DESIGN ANALYSIS 6. ALL OCV SHALL BE INSTALLED ON 3-ELBOW PVC SWING JOINTS. 3. ALL PATHLIGHTS TO BE INSTALLED AT MINIMUM OF 18" FROM ANY SIDEWALK EDGE OR STRUCTURE. ° T " F Maximum Station Flow: 39.7g GPM Flaw Available at PQC: 40 GPM ,, SYSTEM DESIGN BASED UPON 40 GPM a 70 PSI. Hunter MP Strip PROS-04-PRS40-CV IRRIGATION PLAN STABILIZER STAKE, 15' WIRE LEAD, ®®® 28 Residual Flaw Available: 0.24 GPM 8. ANY CHANGES IN AVAILABILITY OF SUPPLY SHOULD BE NOTED AND MODIFICATIONS TO THE 4. ALL HUBS SHALL BE LABELED AND INSTALLED PRIMARILY IN PLANTER AREAS 2"ABOVE FINISHED GRADE; OR, IN L6T R6T SST FLEX SERIES 2 WATT LED Pressure Req.et Critical Station: 0.31 PS, DESIGN SHOULD BE MADE. A READILY ACCESSIBLE AREA THAT DOES NOT OBSTRUCT PATHWAYS, DRAINAGE SWALES OR COMMON AREAS. o0o Hunter PROS-04�RS40 CV 3D Loss for Main 3.31 PSI Loss for Maln Line: 3.12 PSI 9. CONTRACTOR TO VERIFY WATER PRESSURE AND AVAILABILITY PRIOR TO INSTALLATION. 5. ALL "HOME RUN" WIRE SHALL BE LABELED AND INSTALLED AT A MINIMUM DEPTH OF 6" OR PER LOCAL 000 Hunter MP2000 PROS-04-0CV 67 Loss for POC to Valve Elevation: 0PSI Loss for Bacldlow: 13.4 PSI 10. THE LOCATION OF ALL IRRIGATION IS DIAGRAMMATIC AND SUBJECT TO FIELD VERIFICATION. ELECTRICAL CODES. ALL FIXTURE LEAD WIRES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 6" OR PER LOCAL Pressure Station Pressure at POC: 65,2 PSI SYMBOL MANUFACTURERMIODEL QTY Pressure Availabe: 70 PSI 11. ANY IRRIGATION PIPING SHOWN OUTSIDE OF CURBS FOR CLARITY ONLY. TRANSFORMERS & HUBS O Hunter PGP-ADJ 04 Y4 Residual Pressure Available: 4.77 PSI ELECTRICAL CODES. 12. 120V.TO CONTROLLER AND COPPER STUB,BY OTHER THAN IRRIGATION CONTRACTOR. Project Address: 6. IN ORDER TO MINIMIZE FUTURE DISTURBANCE,ALL WIRE RUNS SHALL BE INSTALLED PARALLEL AND ADJACENT TO °7 Hunter PGP-ADJ 07 48 13. A BOOSTER PUMP IS REQUIRED IF SYSTEM DOES NOT MEET THE DESIGN PRESSURE. 56655 ROUTE 25 UNIQUE, INTELLI-MATIC 7 HARD SURFACES SUCH AS SIDEWALKS, DRIVEWAYS AND WALLS. p Hunter PGP-ADJ4A 04 15 14. THE CONTRACTOR IS RESPONSIBLE FOR THEIR OWN MATERIAL TAKEOFF. SOUTHOLD TRANSFORMER 150SSSL-LED 7. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING SLEEVES UNDER THE HARDSCAPE O Hunter PGP-A.DJ-LA05 32 SUFFOLK COUNTY, NEW YORK T# SINGLE CORE, MULTI TAP ( 12-15V), SURFACES, USING A MINIMUM 1-INCH DEDICATED PVC PIPE. 12 VOLT TRANSFORMER, 8. CONTRACTOR SHALL NOT CUT THE WIRE LEADS FROM THE FIXTURES. COIL AND BURY EXCESS WIRE AT THE O Hunter PGPADJ4406 10 VALVE SCHEDULE WATERING SCHEDULE C°untyTaxMapNumber. 1000-63-3-15 Contract Number: STAINLESS STEEL HOUSING FIXTURE AND LEAVE A MINIMUM OF 2' COILED IN EACH HUB. SYMBOL MANUFACTURER/MODEL QTY Regulatory Reference Number: IS Hunter PCZ-101401•w/EZ-1 Decoder 5 NUMBER MODEL SIZE TYPE GPM P51 PSI @POC PRECIP IN.IWEEK MIN.MIEEK GAL/WEEK GALJDAY - WITH LIGHT LOGIC CLOCK (LPCU-A) 9. ALL UNDERGROUND SPLICES SHALL BE INSTALLED IN APPROVED IN-GROUND HUBS WITH WATER-TIGHT Area to ReceiveDdpine 1 HUnterPGVA51 Globe 1-1/2 w/EZ-,Decode r ,-,2• Turf Spray 38.71 36.6 55.3 +.451nm 1 42 1,626 1,626 Title of Drawing: ® Netafim TLDL-06�18(18) 4,111 Lf. 2 Hunter PGV451 Globe 1-12"w/EZ-1 Decoder 7-12" Turf Spray 31.2 34.8 51.6 1.57 In/h 1 39 1.217 1,217 CONNECTIONS. 3 HunterPGV-151 Globe 12'w/EZ-1 Decoder 1-1/2 Turf Rotor 36.7 47.6 64.7 0.581nm 1 105 3,854 3,854 Notation TLDL-OB-18 Serpentine Ddphne 4 Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder ,-12' Turf Rotor 29 45.7 61.5 0.23Inlh 1 262 7.598 7,598 UNIQUE SMRT LOGIC GATEWAY 1 10. ALL EXTERIOR 120-VOLT ELECTRICAL OUTLETS SHALL BE GFI PROTECTED AS PER NATIONAL ELECTRICAL CODE. ,32.D Lf. 5 HunterPGV-10141'wIEZ-1 Decoder Turf Rotary 6.47 37.5 51.1 0.43 In81 1 141 986 1,330 986 SMRT-T 8 HunterPC2-101401'w/EZ-,Decoder ,• AreeforDdpllne 6.99 37.5 51.1 0.431nPo 1 141 986 988 0 (SMRT-T) 1 1. ALL TRANSFORMERS PLUGGED INTO AN OUTDOOR RECEPTACLE SHALL HAVE AN "IN USE" COVER. SYMBOL MAterPGVURERMODEL CITY 7 HunterPGV-151 Globe,-+2•w/EZ virl A Decoder 1-12' Turf Rotor 37.28 47.2 63.2 0.6tn/h 1 +°° 4,138 3,976 HunterPGV-101G,'w/EZ-1 Decoder 14 8 HunterPGV-101 Globe 1-12"Decode Decoder 1-12' Turf RotSpray 20.44 34.2 48.9 0.1.54 inh 1 40 818 818 CONTRACTOR SHALL INSTALL WEATHERPROOF COVERS AT ALL OUTLETS. 9 HunterPGV-101G1•w/EZ-,Decoder Turf Spray 27.01 33.8 48.9 1.48 In/h 1 4° 1,8 1,6 10 Hun[er PGV-151 Globe l-12'w/EZ-1 Decoder 1-12' Turf Spray 27.01 33.8 49 1.481n/h 1 q, 1,107 1,107 w Hunter PGV-151 Globe 1-12"w/EZ-1 Decoder 1g H 12. ALL PLUG-IN TRANSFORMERS SHALL HAVE A "DRIP LOOP" IN THE POWER CORD. v ,2 HunterPGV-151Globe1-12'w/EZ-1Decoder ,-12' Turf Rotary 38.53 46.8 0.55Inlh 1 102 4,200 4,489 200 IRRIGATION 12 Hunter PGV451 Globe 1-12"wl EZ-1 Decoder 1-12' Turf Rotor 31.53 37.4 53.4 1.551n81 1 37 1,162 4,200 UNIQUE, INTELLI-HUB 14 Hunter HQ 44RC 2 13 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-12' Turf Spray 31.4 37.4 53.4 1.65 In/h 7 37 1,162 1,162 a 13. ALL EXPOSED CONDUITS SHALL BE PAINTED TO MATCH SURROUNDINGS. w Isolation Gate Valve-Mainline Sized 3 14 HunterPGV-101G 1•w/EZ-1 Decoder Turf Rotor 18.7 43.7 58.1 0.45 in81 1 134 2,506 2,506 15 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder +-12" Turf Spray 34.12 34.2 50.7 1.48 In/h 1 41 1,399 1,399 14. ALL EXPOSED WIRES SHALL BE UV RATED, PROTECTED AND PAINTED. 16 HunterPGV-10141"wIEZ-1 Decoder Turf Spray 2q.yq 3,,° 52.4 ,.q,n„ , q3 ,,D55 ,,D55 PLAN BF Zum 975XL 1-12' 1 17 Hunter PC2-10740 1"w/EZ-1 Decoder ,• Area for Ddpline0.54 Q UNIQUE, SATELLITE HUB 35 19.7 35.1 60.9 1.43in/h 1 43 827 827 >5 15. THE INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE FIXTURES AT NIGHT IN ORDER TO © Hunter 12C-800-PL w/EZ-0M 1 16 Hunter Decoder Turf 10.44 42.1 56.0 0.43 ii/h 1 14 1,4 1,4 w HELP 19 Hunter PCZ-101401"w/EZ-1 Decoder 1. Area for Ddpllne 10.44 42.7 61.9 0.53 In/h 1 141 2,72 2,579 ®S Hunter WR-CLIK , 20 HunterPGV-101G 1'wI EZ-1 Decoder 1• Turf Rotor 22.82 45.7 81.9 °.531n/h 1 113 2,579 2,579 2, Hunter PGVA51 Globe 1-12'w/EZ-1 Decoder 1-1/2" Turf Spray 31.22 34.1 60.3 1.37 in/h 1 44 1,374 1,374 Print of Connection t-12" , 22 Hunter PGV-101 G 1:w/EZA Decoder 1• Turf Spray 14.2 32.7 46.7 1.341n/h 1 45 639 639 R)= TRANSFORMER NO. REDUCE GLARE AND TO ARCHIVE OPTIMUM LIGHTING EFFECT INTENDED BY THE LIGHTING DESIGN. ' 23 HunterPGV-101G1'w/EZ-1 Decoder Turf Spray 15.32 32.8 46.9 1.37 11 1 1 44 674 674 Drawing Number. o Irrigation Lateral Una:Polyethylene Pipe 100 PSI 1" 11,559 I.L 24 Hunter PGV-151 Globe t-12"w/EZ-1 Decoder 1-112" Turf Rotary 38.53 48.4 65.2 0.52 inM 1 115 4,431 4,431 N HUB NO. 16. THE GLARE CONTROL KIT SHALL CONSIST OF A ROTATIONAL SHROUD, FROSTED, LINEAR AND SPREAD LENS AND 26 HunterPGV-151 Globe 1:W EZ-1 De EZAcoder Decoder 1-12" Turf Spray 23.24 34.7 50.+ 1.55In/h 1 39 8 9 1,218 889 26 Hunter PGV-101 G 1'wl EZ-1 Decoder 1• Turf Spray 23.4 35.7 50.3 1.58In/h 1 38 889 889 A HEX LOUVER TO MINIMIZE GLARE UP TO A 45 DEGREE ANGLE. Irrigation Lateral Line:Polyethylene Plea,00 PSl+,2 ,,4341.f. 27 HunterPGV-101Globe -112 Decoder Turf Spray 33.7 34.0 49.1 .07 1 57 1,281 1,281 W 28 Hunter PGV-151 Globe 1-12'w/EZ-1 Decoder 1-72" Turf Spray 33.71 34.0 49.7 1.B InlF1 1 36 1,2g1 1,281 p \I 17. A FROSTED LENS SHALL BE USED IN ANY DOWN LIGHT THAT IS PLACED UNDER 12' IN HEIGHT. 2s Hunter PCZ-101401'w/EZ-1 Decoder ,• Area for Ddpline 10.4 35.9 49.4 0.56in/h 1 39 406 406 . HOME R U V WIRE Irrigation Lateral Una:Polyethylene Pipe 10o PSI Y g,.q,.,. 30 Hunter PGV-101G to a -1/2 Decoder Turf Spray 35.1 35.4 49.7 0.85iin h 1 39 2,8 2,4 88 0 FOR ANY QUESTIONS, PLEASE CONTACT UNIQUE LIGHTING 31 HunterPGV-10,Globe 1-,2 DecodeWEZ�l Decoder 1-12" Turf Rotary 13.47 45.2 66.7 0.85 in/h 1 ,+ 9296 929 FROM TRANSFORMER TO INTELLI-HUB. SEE TRANSFORMER LOAD Irrigation Mainline:PVC DIa662DD 6DR 2,z" 3,0841.f. 32 HunterPGV-101G 1"wI EZ-1 Decoder 1• Turf Rotor 13.47 43.2 58.7 0.681n/h 1 89 929 9298l W 33 Hunter PCZ-101401'wl EZ-1 Decoder ,• Area for Ddpline 0.98 35.0 48.4 0.43 in/h 1 141 138 138 m m SYSTEMS, TOLL FREE @ 1-800-955-4831 34 Hunter PGV-",'Globe l-12"w/EZ-1 Decoder ,-,2" Turf Spray 33.82 34.7 48.7 1.05 in/„ 1 so ,,962 1,962 n CALCS FOR SIZE AND QUANTITY. _______. Pipe Sleeve:PVC Schedule 40 2' 89.3 Lf. 35 HunterPGV-101G 1'w/EZ-1 Decoder Turf Spray 21.95 35.9 49.5 0.87 inch 1 70 1,537 1.537 > 36 HunterPGV-151 Globe,-72"w/EZ-1 Decoder 1-12" Turf Spray 38.58 38.8 53.2 1.441Nh 1 42 1,620 1,620 5 to- Pipe Sleeve:PVC Schedule 404 37 HunterPGV-151 Globe 1-12"w/EZ4 Decoder 1-12" Turf Spray 31.54 34.0 46.5 1291Nh 1 q7 1,482 ,,462 Sheet Of p 189.5 Lf. 38 HunterPGV-101G 1'w/EZ-1 Decoder 1• Turf Spray 13.95 32.2 45.9 1.37 In/h 1 44 614 614 a HOME RUN WIRE 3,054 69,299 69,299 23 23 �N 3 d PWGC Project Number. 'o FROM INTELLI-HUB TO S-HUB. SEE TRANSFORMER LOAD CALCS FOR w SIZE AND QUANTITY. Unauthorized alteration or addition Z E to this drawing and related documents AVG 1601 I Is a violation of Section 7209 o Of the New York State Education Law o a