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Home My WebLink AboutSite Plan CA% 0 IN AV C 0 A G S APPLICANT INFORMATION : SO UTn OLDK NY , 11958 Sheet List Table SUFFOLK COUNTY , NY ET SHEET TITLE APPLIQ :......SPORTS EAST LLQ C/O FINNEGANL NUMBER T1 TITLE PAGE ADDRESS:----.— BOX 1452 Al FLOOR PLANS CITY:........................... TT I T \ �e >� A2 ELEVATIONS \CMZ �aia _.,.,� ,. \,\ \ �.�\\\e\, z �� t♦ � v 3e � i\�i ;::\ ♦^�, \\�\ ice.. F3.))-:...,, aa,\ � \ :, ey � a JJ�A \ \\. \\ a,..'i \ , \L y. ati �. a 3��f �v�`\ a3 k�o KM 1 KEY MAP PLAN ZR:,e \ � ,.. \q .._\\ a \ � a Y' ,'�"� °• a� �a`�•,:i<a <€ lie „yc: Q,- -.:3>4V.,>..•: .� ::: Q� �\.: a \, <:\ .` s::. m. �..,,,1 \ \ �a\ .a\a4 ,\" '.3.:.. 4k.,.\\e,i«,<.,��\\z\;\��..;.\e=, .♦,”�a,�..a., L¢¢`. a".u\�,�:a.\..,r• c'> �\>,�\,�..;»..,``\ \ a: .��'e �,�eC•",: \ C 1 EXISTING CONDITIONS P LA NQIPCODE: ........ 119512 xfi �\' x C2 EROSION CONTROL PLAN oil mail `i SII \\\\` �� : � �: �a\� C3 DEMOLITION & REMOVALS PLAN NCR.e,e \ .. r 1 a i, C4 PROPOSED SITE PLAN SITE INFORMATION : , C5 GRADING AND DRAINAGE PLAN C8 UTILITY PLAN T IP...,...,.,, SOUTH0LED \\ \ a C7 TRAFFIC AND SIGNAGE PLAN HAMLET................ PPS I ,, ` s C8 SITE DETAILS FIRE DISTRICT..... SOUTHOLD FED C9 DOMESTIC WATER SERVICE DETAILS ... . .... (TO BE SUBDIVIDED) LT PROPOSED LIGHTING PLAN AREA ,., 522 .F. A PROPOSED OVERALL. SANITARY T U ..... VASA T ;x -- .. S 1 PLAN 0PROPOSED ... PROPOSED 2 AFFORDABLE HOUSING TTA S2 ENLARGED SANITARY PLAN 1 .L S3 ENLARGED SANITARY PLAN 2 S4 SANITARY DETAILS S5 SANITARY ELECTRICAL DETAILS F F: \� \\ �� II �,; PLA LANDSCAPE PLAN •°b \ 3 s - - it ary� a,.a��e\ ��a r. a:3`� �+a '��\:€` a.. ;� ♦a�:"::.'. .,\ `<, e4.:-. a .i`�a\, \ \ ;: �� \ .>.` :o\ ;— .,; � ,. akfi�'�.�: .: ` �e,,' �' �`�> ''��`� i�iE � t°tiaikc� \��`��; a. L'�;�<�a ♦_, \\�� `�"�:; x�♦ \.• \� \\�\ a \ a:. \ I �\ :a . •.: ...:.<�;. \\\\\,... ,\aa, r,. _ :::: � .< -\\\\\moo,. , Oki Al .. :. :_,; ,,:.. ...., ., .: v\. .. \\�♦,� .::., ..:.. .ter-.,�.r<. ,,\. ,,�':: .,. r ♦ Ja \. -a ax• , \ \L \ \ \\ \ \ \ x J,\ \\ t c e. ♦ L RAE mot 4 ..... v, a,,,.,\� i. ,T` ^ h, .\,. \ fi v,u k ♦ z ... A� £Z,„ .....,,...,a,. .. ...fsFFT%.* v`'�..u.�_ :.::: ,: � .., .<,a^ a i ....,.,,.. ..,. .. :a`a „ \ ., ,., < ♦ Y.t:,. .' v. V, .,,. .. ... �.,u., ,.£.. `�k .kns F, e �. .... ,. , i.>, _)., `,dad ..o. � , a. .. .^ •::.' ,_ .. �` ...,... .. , � .�a f n�,..h „ v ::.. .........: te�aa.. ... :: :: �, i .. .. 3.». €... ...`gz. �.. .. _•'». ,,,... \\ l < 3i �., C .Z.. .,... <,Z�.a,.n...,. 3 ,,z h.,,.... <..d, s,,.):a a...v,. `i .z., ,,,. 4•"b,.... y`.. n�a„v <:. ,. .,.,.,,res:,:...... ^ PC \ : \ C�S,t11C. < \ ,:<.<✓<<.,`\ CEIVED RE ... : :� ♦ ...... , , ., \,,.. _ ...,\ \. p ., e ..,`Z< \>.. �,,....�,... .. .. ,'a' '�.. .3. . ..o F\ .a .\ ., 1,.. s, ...€�.a , \,.., ,,.♦ � z, ,. 3...e... .\.s<>. .,,.3i a �' Z. '� .,€ a..( 'a' `\`\voF I.. r�F �'1> ss✓F..<"F".•. I AUG 3 2022001 , SUAFOld Town` L 19 PROJECT o Vic Planning Board f, LOCATION L a ug hire-9 ,� 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD uu ' T A U 20 ` 2 DATE BY DESCRIPTION APPROW BY 5�, ESC REVISIONS CutchOu; T L LOCATIONSUFFOLK COUNTY NY E N.T.S. C,AROLL AVENUE COTTAGES Y0 TITLE PAGE DlB14 Q K. NIcLEAN ASSOCIATES, FUCT c� NSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11718 C\ a` THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �� (j ANYAND/OR FROQM�P LING SPECIFICATIONS,,INGNE INrrs 9 \ esigned By. MF/CFD Scale: AS NOTED Sheet No. UNDER THE DIRECTION OF A LICENSED PFESSIONAL LAND Drawn By: MF Date: JUNE 2022 ENGINEER. WHERE SUCH ALTERATIONS ARE FADE THE DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE iJ; DRAWING AND/ON IIONAL N 1�TiE SPECIFIIGN, SEAJL�CAITON (NYS ED. LAW �} SECTION 7209-2), Approved By: RGD File No. 21039.000 20'-0" 20'-0" (2) 2x8 HEADER (2) 9.5" LVL HEADER 105 106 -- — °° =-- --=- - -_ _____I------ - I I 8 EGRESS s' 2X6 STUD WALL W/ j 8" THICK P.C. WALL W/ (2) W " CDX SHEATHING & i 6�6" R27INSULATION ! I #5 BAR © TOP ON 10"X20" ,6> LLJ P.C. FOOTINGS TO 36" MIN I f BELOW GRADE s I D I I 104 BEDROOM 1 c'1' I LO I _ I I f DINING 0 I I LSI j j ar PANTRY ! I I II! I T-0" b „h�� ---- --- c� I N I I I iso I : _ _ :_ ----- 2,_41" Y� 107 r-G. °ON HALL KITCHEN 4" P.C. SLAB W/ I i1 6X6-W 1.01.4 WWM t o �� ---- i RR 16"OC 2X8 RR 16"OC CD o O 2X8 I I BATH �, N n __-- -- N I o 2'-l02° 2-9 -- , 9:12 PITCH 9:12 PITCH , 00 t _ i 1 l 2'-0"X6'-8" I Ij6',, 2' C4 00032�o : 9-0" X I I 103 I W rn I I BEDROOM2' LIVING ,00 i i i f - _._.. ._.._.... ....... ....... ....... ...._. _... .... Qw D I u o I I - - L -------------------- I C) 102 (2) 9.5" LVL HEADER ! 101 (2) 9.5" LVL HEADER I j ! I o 4'-11 t" 6'-7' 0 2 2! 4'-1 4-4 i - LL 'F�z � � I � 9'-5jn1,_41" 2 211- 0 n SMOKE/CO HARDWIRED COMBO DETECTOR 4- FOUNDATION FIRST FLOOR ROOF PLAN U PLAN PLAN .0 U CD 0) 0 U In U SEAL ARCHITECT PROJECT U JEFFREY SANDS CAROL AVE L L C o ARCHITECT 6 E?VERGREEN LANE EAST UOGUE NY 9 42 1080 CAROL AVENUE _--- --_ PFIONE AN 63L-3 5.5997 96 PECONIC, NEW YORK ------- - AUG 3 2022 Southold TOwn Planning Board 0 Q In DATE B 0 Y DESCRIPTION APPROV. BY FLOOR PLANS REVISIONS 0 N.T.S. TOWN OF SOUTHOLD SUFFOLK COUNTY NY E CARROLL AVENUE COTTAGES � U N N d O CD Q- o�NEw Y0 1 E Di FLOOR PLANS �� o�. el L. K. McLEAN ASSOCIATES, P.C. ,2 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS `� : y MF/CFD Scale AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS R'S 0 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS G �� Designed B Sheet No. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PNOINEER. WHERE ROFESSIONAL ENNGINEER MCH UST SIGN, SEAL. DATE,AND Drawn By: M F Date: JUNE 2022 /� 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW A QCn DESCRIBE THE FULL EXTENT 720THE 2)ALTERATION ON THE Approved By: RGD File No. 21039.000 STANDING SEAM METAL ROOF ...... 12 PITCH 12 PITCH 12 PITCH CANTILEVERED EPDM RUBBER ROOF ON - CANTILEVERED EP CDX PLYWOOD RUBBER ROOF ON J"CDX PLYWOOD 104 EGRESS 103 Y02 ( - 101 SIDE Ef-= ROTI T ELEVATION CANTILEVERED EPDM RUBBER ROOF ON 12 PITCH J"CDX PLYWOOD 12 PITCH 12 PITCH O STANDING SEAM 0 METAL ROOF V) LO a, C- U I � I � OII' 107 , - GR S� j EGRESS' j Lt i I105l; I U O t� SIDE E 2 REAR ELEVATION 0U (n ARCI III CC I 4J U , JEFFREY SANDS 0 U ARCHITECT ,. <. 6 EVERGREEN LANE EAST QUOGUE, NY 11942 U PHONE 631.375.5997 a� FAX 631.576.8916 AUG 32 (D Southold�1°tit^ri U) Planning Board 4-1L- O 0- co co E LEVAT I O N S DATE BY DESCRIPTION APPROV. BY REVISIONS N.T.S. 0 TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NY 0 C) U u CARROLL AVENUE COTTAGES N N YORk ELEVATIONS 0 -- N L. K. MIcLEAN ASSOCIATES, P.C. N * +n CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 A THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS f A S NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS \ Q f Designed By: MF/CFD SCale: N � � Sheet No. AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS ITS /�� d UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ,/� r ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE PROe (n PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: JUNE 2022 A DESCRIBE THE FULL F aUff OF THE ALTERATION ON THE Q 2 Cn SECTION DRAWING AND/OR SPECIFICATION 72 9-2). Approved By: RGDION (NYS M. LAW File No. 21039.000 +,_ CARLTON —01-TERRY LATHAM <</ 34890 COUNTY ROAD 48 LLC 34892 COUNTY ROAD 18 LLC CO -j— SUFFOLK COUNTY OSPREY DOMINION CO 34800 COUNTY ROAD 48 LLC DORENE & ROBERT PHILLIPS a s =�^ t i I CICHANOWICZ, ILEX VM LLC, TOWN OF SOUTHOLD MARK WALTERS j MARGARET KILLIAN, MARK WALTERS MTA - LIRR r I FLORA ANAGNOS 0 n 0 n- 00, 0 C ?: I I II I SUFFOLK 0 g i WILLIAM COUNTY PATRICIA i I RAYN & 4-1a KASWELL I MICHAEL GOLIS i RACHEL i WALTER FLATLEY STACEY 0 1ARCZEWSKICHARLOTTE I -4--, ------- MILLER MARIO & C LISA ROSA 0 U HENRIETTA DAE > 4-1 4-d 0 CARROLL AVENUE ,, U 504) 0 U SCOTT KRUK HAIRSTON, C MAZIF LINDSEY C] HAYES, PECONIC, PARKER LLC UJOHN & INEZ (DI I I I 1 4 t BEYRER (f) D ............ r E C Buildings with Land Usage 0 n i I I-- AUG 3 2022 M Low Density Residential JAMES & RUTH 0 MTA HUBBARD Southold 1own Commercial LIR'R Planning Board 0 CD 1 TOWN OF DANEIL 0-) Not within 200' L SOUTHOLD & LILIANA ARILA Distance from Site Location DATE BY DESCRIPTION APPROV. BY E cf) 500ft REVISIONS N Q) 200ft CHRISTOFORATOS, I KEVIN TERRY TOWN OF SOUTHOLD 0, 1 ET AL. TOWN OF C= Site Location I r SOUTHOLD SUFFOLK COUNTY, NY 0 STANLEY ZUREK E CARROLL AVENUE COTTAGES f I I I I I I I I CN C JAYNE & itililEw Yo KEY MAP PLAN 0 1 OVEfZTON*DA C\J (D 100 200 r400"reet G. D18/4 P. 0 I SEPH PEPPE WENDY SMALL' L. K. MCLEAN ASSOCIATES, P.C. Sujolk County, JConn/CTDEEp, Esri, HERE, Garmin, 6eoTechnologies, Inc., US S, &A, USDA < CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSSheet No. 0 80 160 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING spEciFicKnONS, UNLESS R'S Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND PRW5 Drawn By: IVIF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE PECIFICATION (NYS ED. LAW KM1 SECTIONS 7209-2). Approved By: RGD File No. 21039.000 / XPa9 XPa9 xP, -- S 38°45'10" E 886,47' / x 28,4 x Pah \ xa9.s I \ I \ J z8 - x 2910 x 2811 28.2 28.2 � X \` x 27.6 27.2 29.l� 2J•' PROPERTY OF IRON 1 27.9 273 � - --�z2 _ RI1D x PB.5 29.0 x 7. x 75 x x 29.0 P8.3 x VITM I �9 .H x•29.1 _29�P9.1 2 x281 x275 \f, !! 249 x247 TOWN OF SOUTHOLD CAP 27.9 x � 2817 XZR6 x28.5 /' / I I 29.02 x PB.S 288 I X27, X27' (1%�\!J�i, 1 LOCATED AT 2& ,I 1 29.1 Xo x � ° PECONIC x28 2 .8 P x x X 2 x28.8 x 28.3 / x247 x 281.8 I 8., 1 ~II \ x287 PRO 88.6 x /+�, �� / \ (-\1_1\I\I \I x 270 i �I \��P '\ XPR9 x28.6 _ / \ \ fes x87° x Sal TOWN OF SOUTHOLD 1 N \f � x872 SUFFOLK COUNTY, NEW YORK x279 x RZO K 1 / / �j7�7 x a73 PR x29. (x\,- XP9.4 X d11= �!=\1%��!= �' \!/'\ 27.0 1 i - 1 J _ .__ .__\1, I\ / / AREA OF PARCEL - 213,256± SQ.FT. OR 4.896± ACRES I 2913 �._ \�j XPe.2 / \f/\1/ / /' \1'/ I x88.7 \29.8 e9.° �fi �� 1\ P7.°x287 /./ \I/ /I�! \I/\�/ ' x 2a.3 x2s•s 1\\1/ � /_.�._ � /\ X I I \ / � \ \lam- . /• / \ , \1/ x26.7 21 x278 .1\�1\ �, f x27° 1\1/ x271 10 II - x xPIP I1 x2819 2&9 xP8.3 x26.7 1 \I X P9. I \ \ P.1\ x279 / / _ x i 29.3 / x281, f/ / x �'/ x2815 x88.3 x281° /�, x LEGEND I I 29.0 _ / \I / x p6.B cn \ l I\-. x26,9 \I �� /1\ 244 I I I /29 x / 1-1\ 1\ / �1\ / / xPze11�_/!_\1 ( I. . . . . . . . .UTILITY LIGHT POLE IL_ 93cr- 29., rl� / \I/\I �l\ 1 /� x57 I -O- . . . . . . . . .UTILITY POLE Il x I x28.7 \ /1 x Pe° /I\/ \ x 7 2 i I ❑ 28'9 \1/ 1 \ \ O-i . LIGHT POLE 2a W Rae / 28. _I �� x277 /f\�1/ '� x277 2812 7z %,7z6,1 . . WELL Q, 28.6 x 28., x28.3 x 27.5 1\ \f 270 x PB.8 I 1 C� SIGN 4 I II 2.� \ �!�-\�\\•; o . . . . . . . . .P17ST x27.3 x26.6 1 I I 28.9 / / 27'0 ' 1 CONIFEROUS TREE x P8.6 \1 I x P8.P /i \I%\ x26.6 x 26.6 . . . •DECIDUOUS TREE ►.•� 291 9.0 28 71 7 .8 / x P47 l EP EDGE DF PAVEMENT X26,1 x 27.3 I I x g x28.4 x280 = 1 \ x2818 8,9 x2818 x28.5 `\ x27.4 - - - - x27.2 ' ' ' ' ' SPOT ELEVATION � ._ -. .- _ x26.8 M I -27 ,-�a�- - - _ - - -- - - - - - - - - - - - - - - - - - - - - - �2 - -71val SS V89 q x - - - - - - - - - - - - - - - �- _ ,-- - - - - - - - - - - - - - - - -_---,- /- - - - - - - z- - - - - - - - - - - - W .B� 2817 _ - Z /e 28.1 x27.4 x299 28.8 I ` P6.9 x O / x2810 x X278 / 27,6 ` I 26.8 26. x2W x x /29 x2912 \ P9.0 � , I 86.9 27.0 xP6.9 1 � x88.5 x28.3 \f �lxP77LO I I N" \I/%•�/I\ 1\ �l/ I I //N x26.9 847 J Z Z x2914 \ \I/_/1\ f\ \1/ \I ee �\ 1x2751 n n `© 1� x287 \IJ\ \1/ /•\ /;\ j x � I I 270 o x 1 /• /J 26.8 1 o x89.7 x-1 xP8.s \1�1\ \I/ ��/�IW � ti 1 I I n 1 w r o 1\ I I\I 1\Ij \ \ / \I/ �ro � N _ A x278 x848 p x86.9 CJ 1/tel/ C x29.4 / / x Q x 9.1 x28.9 1 23 \1/ I\ I 27.6` V l x892 \ = \I jl�l �l l\ / \ �1/ \ \1/ , \I/ X x LJ `� � \1, ► /��/I pal . I 1 x27° x 28.s�./ 1 /1\ _\1/ r x 279 �- 0 26.6 1 I I / `� 1 NOTES _ l�\f/_ / I �I/_ �I,_ �I,_ / I 1 2� x26.7 x2A229.3�-°AO /f\\f/ I \!/ /1\ 1\ /j\ x x26.6 1, MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. W 2R x2914 9.5 ' All 1 2. \ \ /' \ x26.8 x846 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, cn x2913 28.7 1 \li,/ •�- \a\_ x26.9 LONG ISLAND ZONE. ae�rZ7.R' x286 1\ / / ` 1X29.3 x912 ( / 27 SQDOA �D =93 `1 \ 1 3. ELEVATIONS REFERENCE NA VD 1988(GEOID 12A). X�(8Y8.2 2a Pa3 L �42 875 27 .9 '� Y P5 �� 4• UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED � X�,SQODA �O 3DQ3 �4 x249 x88,9 z \ \ Q3QDOM I 1 x870 x LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE U UMMM x 3,0'I x2as C 3.L'I --� 3DN3� �INI�NIFMD .b 2I07'3j I 1 \ 870 z�_ NEW YORK STATE EDUCATION LAW. x O x29.3 29,3 ao�3� x- x- x- x x249 \ ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF _,._, PA5 x - - I 1 1 � ®RAILROAD \x Y _29 x28.5 28 I \ / 2r 5• MON. "_J I I 1 (� /2� -� THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE ' %30D N 40°20'00" W 355,84' TA / X I x28,1 I 1 �2� VALID TRUE COPIES. 2x271 I I X XP6.8 / x86,8 a'0 I 270 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN p j / 1 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 18 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND v J I I \ \ I \ SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM I ❑ ¢ I Z p Pal' K 1 X869 \ J \ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, Q x �� x26,8 _ _ _ _ GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE o (� Q I- �t 2a4 - x071 _ - - - - - '- ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE Z '"' \ - - - - - - - �Tb?Il SSt/?JD - - - - �-= TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. Cy �011\ o _ _ 1 x 871 I- \ - - - - - - _ x P6B I 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. � z o _ � Cf) ¢ L.0 x27 x271 xP71 ti 8. THE SURVEY CLOSES MATHEMATICALLY. U I xe � I e x A x 271 C� I 3 P.B ` 1 x 26,6 o x 871 \ 1 - x�n� OU - - 2e,d�i I L C W \ M W x 875 �-x .8 x 2. x27.5 x \ U x27.4 x87.3 x 271 X274 1 Cn x x27,5 87.8 Cf) x276 x2 74 2 Q x x87.1 n / x27.2 2 17 Q 0 281 x876 x876 AUG 3 2022 ' I x273 I 1 X2''5 0) Soutrlold Town r0 I I I \ x 270 Planning Board. l CD I I x 7 x270 1 N 59 1 X29, X 2 x 279 x 276 x 275 (� 0 U P8.9 N� x277 DATE BY DESCRIPTION APPROV. BY N N 29111 •O ' 7REVISIONS 7 27., x P P 3 ' x27, 1 Q TOWN OF SOUTHOLD 1 4J i I I B,M,=29,16 x 277 MAG, NAIL E i I I I N ET ILIPAI#10Y x SUFFOLK COUNTY NY N ' W -28- _ -�° �SQODA -JD 3D93 o - CARROLL AVENUE COTTAGES N (D � _ _ _ _ N 41 9' " 593; LIPA #10 N 4,y`(O RK ,� SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. - - LIL. #v 1,o'S xe x� x OAC 0� 01a1A s f t�� EXISTING CONDITIONS PLA N DISTRICT 1000 0 CTIOIV 075.00 ' L. K. M1cLEAN ASSOCIATES, P.C. U7 BLOCK 01.00 LO * F � ••v' 0g Q LOT 006.000c� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION UAW OF THE STATE OF NEW YORK PROHIBITS �/ R �•, Designed By: MF CFD Scale: AS NOTED sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS C[y,� / AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL EDO THE PPRRGGINFESE.SSONAL WHERENGsru� MMus'te"r SIGN. SEALNS , DATE DATE AAND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPECIFICATIONIN THE 72ED (NYS M. LAW SECTION0 - . Approved By: RGD File No. 21039.000 L ` P.1/F- ` OSF'REY ��;`1(°'1�f�,f t`'I1, _. ____ __ �`"._..__..._,..�'"'"" r£,z`LLI�" _____--•—_.._....,._. }i (COUN T Y G SUFFWf11 k DE'✓Et ETIME 1V I \ C -S' 38°45-j,10" F 4 7P.73 "-"'®oANGLE FIRST STAKE TOWARDS n� E3 D E3 E3 E3 36" MINIMUM 2 x 2 PREVIOUSLY LAID BALE0 X\ . �^ L FENCE POST I / FLOW WOVEN WIRE FENCE (6x6 - 10/10 WWF) / V �/ / s'✓y �L. r fG z FILTER CLOTH o ' Q ! \• �^ L' L. n S�OpE M 50' MIN. SEDIMENT ON SIX BUT 2"WnT TO KWBOUND HAY BALES R �Y � -�i n ` ^ PLACED ON CONTOUR MIN. 6" INTO GROUND A SILT rn+a+D / 14" VERTICAL �� G COTTAGE COTTAG', =;-�:�'!\�� •�' FACE L^r � � t 1PlO p1 ` a hp1 I i r 1I 1 1 1 I `�S�t / , ---- 2 RE-BARS: STEEL PICKETS OR �1 1y ` GQ D � \41111111, 1189 q x � 1 (FF 28.25) (F Ix / j I i�' 2"X 2"STAKES 1.5'10 2' IN GROUND. NOTE: III 1 �`I 0� ;� - \ IN DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA I ✓ \tk, f Ya` n ice'+Lt:* F HAY BALES. 1/2 AC G DETAILRE ! 100 LINEAR FEETVANCHORIN .'=�•• ••"' � r'".a d �j`. / 1, f .''; I.• Of ~•''-4'A. !: err' t+� .�4.:.w« .;.iy;+a•``.. + 'K�S�"i. € E�_ SECTION DETAIL g' ,r Fn• �. " r s 8 ° ( STRAW BALE DIKE DETAILS -• .. ' s ->�.,-•.y*•�l` ry'�iJ �4�N " F SILT FENCE DETAILS _ �.•1^=.0 A SCALE N.s ,,yr. :i:s...,,.1.� ..,••* ,,,•'�':��}:r,;,, \ \ / ��I 1 ` ,' J ` f t ' "• I e SCALE NTS . .. , II \ _,. # _ xT r-/ r"€, „✓ /, €.y^/ r,1` 31e STONE BEND OR N.Y.STATE D.M. RC.A �TT9 G E RLe(, AMW DUSTING GRADE FOR DRA NAGE. I�,li> ;IIS FF=2s.2o) PLAN VIEW zg2o� .. . . ,� ;d {,,�; / 4'1 't ! \I f° * 3 `ferw.-. -'� 1 y �� `^, .f f'P __,,./..y i\ 1 I 7S•-0"MAX.C. Y%� /{�\�� i a +`•rn FLOW c� }"" / ",.,_e„,g ',.�.,'1,`�� fT" ?$._r��, /`l-. .-s �.� .-.3 f i i, h;-•- { ',>a.'�' ''` GRADE' ly t O��AGE �� I� ✓ttf 1 .\ 'I , t �` �w `^ �`� R 0 A D }} j C # II $ 1 20� (i #`✓ ' r \ ai J V 'F y .`�';' LL �� ^ ` aT�Nallo Ru Aeon Y.STAT GRADE FOR DRAnA� FDtRmATroN of cowAam HAY sup uo/at s/a'018"(BEND DR N.Y, M0 aaE. OR DRAT R.c A ( O II \ CROSS SECTION I , 0� �� SLOPE I PERSPECTIVE VIEW BEDDING TEMPORARY CONSTRUCTION ENTRANCE SCALE NTS 0 _ _ COTTAGE COVAGE YY -- (FF 8.tr5) J (FF 28.15) 1 10' / d � SAND BAG NOTES: 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO #'LO , �� —. . _ O _ • c 1.�, ,f c� IMPERMEABLE { . COTTAGE COTTAGE tiq SHEETING MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE #7 # A A STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH I _, _ +, a , CONSTRUCTION ACTIVITY REGULATIONS. /i �.ti�. ,,; (FF=28.25) (FF=28.25); fi� C��iTTAGL. 1:1 OR FLATTER 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ¢ �TM _ t SECTION SIDE SLOPE COTTAGE \74-Stz `��I\�I/ \I I a ,#24 ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE #21 TM 1,��.. . , \ /i 1/ / ! {FT=29.140 j A� CONSTRUCTION. 3 I (FF=29.10) f.: f'"P I�„ P'� ��'I '�(./ /°•d € 4 i--- :a'.:`!'1 "4i a �� \ � j \- i Imo._, F T- ( I Coll AGE 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL '✓•, � _ . _ ! \I If CO ELAX OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS I i j_• OI 0 I _ I _.. 14 1 CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND ' e /, µ i I\ �'. -. 0T BE a� REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL CONCRETE WASH 0 U T DETAIL DISPOSED OF PROPERLY TO AN OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. t I 1 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED fly . x �, ,j � r.9 o e \ `SAE 1 N.T.S. ARE IN PLACE, AND APPROVED BY THE ENGINEER. o ` 1 COTTAGE i t , _ . COl'T3 r L w CO �' 9 I # r t` �a.' I e #3 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROI PURPOSES INCLUDING THE U � � � � #22 I € 28� 1 DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS J/( ` AND ONTO ADJACENT PROPERTIES OR ROADWAYS; (FF=29.20) (FF=29.20) "a.;;., q / ` ( " � � Iy-,F^ "v,-v^r'' , Yx ,� `'! t / - O_ I Vr e" � _-� t 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO EDGE--), & � �' _' _ -- g;,t Tt �n 5 r \ S ,r ` IMPACT ON NOISE ODOR & LIGHT: CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; W $ 4lCJt7D '1) ��C�t — 4 (p j�1P{ Ft�W{ c— � . 4 \ � 1. Prior to Start Of any construction activity, notify 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC x. r"r, ROADWAYS. �� \ ' 1 Departments aom minimumofPlanning business days in 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE Cn Q: _. I. qtr,;._ -�` .q }. �C' J t �— — — — \ ` / 11A.GE , t` advance; An inspection is required of the installed EXPOSED; N 40-20"00'y V 355241 /�`/ `( N "'"''" / C� �.4 , , / turtle barrier fencing (aka erosion control 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND prevention/silt fencing) by Town Engineer's office OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; U ( and Planning staff prior to clearing. 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; GNARL E T TE MILLER MTF MARIA RC7Sfi-[) QRI7 . Construction activities shall only occur from —4 / 7:OOa.m. to 6:00 m. on weekdays and Saturdays; 11• SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE U ANIS LISA A, Rt1SA I t 1 Y p' y PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE I , \ / `€ � Sundays,syear-round,truction activitiesherfollllow following holidays: 12. TREE ed on ANY SROOT ILT NAND ETRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. O New Years Day Memorial Day 13. ALL PETROLEUM—BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTORS VEHICLES CD SSW 9 1 Independence Da Jul 4th 14. SPILL REMEDIATION SUPPLIES E G ABSORBENT PADS WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT—RELATED p y (July ) SMALL SPILLS THAT MAY OCCUR. ) -- Labor Day LEGEND: w ~ '� Thanksgiving 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE j,, CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. > ( , Christmas Da U ---- PROPERTY LINE �'=' {, / 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. cn – –1 1 .0 – –EXISTING CONTOUR c., 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND PROPOSED SILT FENCE0 11 _ \ HANDLING, ETC. SHOULD BE PRE—DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS LIMITS OF CLEARING eL SHALL BE ENACTED. U 0 PROPOSED CONSTRUCTION FENCE SITE PLAN PROPOSED CONCRETE CURB SCALE: 1 "=30' —15"HDPE PROPOSED 15" HDPE DRAINAGE PIPE o 30 so Feet 1 1 D PROPOSED 8" HDPE ROOF DRAINAGE PIPE I — PROPOSED 104 LEACHING CATCH BASIN PROPOSED 10'0 DRAINAGE LEACHING POOL n o–T LIGHT POLE t_.. C � , AUG 3 2022 UTILITY POLE ` 1 4 UTILITY LIGHT POLE ;� ''. I Southold Town 0 0 TRAFFIC SIGNAL POLE 1 1 Planning Board 0 SANITARY MANHOLE o GAS VALVE o -� SIGN �,^�� DATE BY DESCRIPTION APPROV. BY CONIFEROUS TREE t' ��., 1�-20.o'--I '.` - — c� !� "� ( DRAINAGE MANHOLES REVISIONS TOWN OF SOUTHOLD ''" qF.. �,\j", Se .fit L 6{ RECTANGULAR DRAIN INLET c N SUFFOLK COUNTY NY / ROUND DRAIN INLET E t7 FIRE HYDRANT l Gngr or CARROLL AVENUE COTTAGES WATER VALVE < . � v-- - WATER METER Q TELEPHONE MANHOLE _ - i ._. a __ z ,,h.3 " __ NEW Y A VVI o / ' sI , ., r o EROSION CONTROL PLAN ., ��xA,. C) DECIDUOUS TREE .M.._ . ..._ .._" _ �._ � G.DI N - ' ' s� L. K. McLEAN ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N THE EDUCATION UW OF THE STATE OF NEW YORK PROHIBITS f.f Sheet No. o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS fj�5 Designed By: MF/CFD Scale: AS NOTED µUNDER THE HERE U OFA LICENSRATION ARE M DF, THE OR THE ACCOMPANYING SPECIFICATIONS. UNLESS S DATE AND n�o��` Drawn By: M F Date: JUNE 2022 � 0 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, INE /- �\O�� Q / DSR IBE ITHE FULL U ENGINEER MOF THE SIGN. LTERATION ON THE C2 DRAWING AND/OR IN THE SPECIFICAnON (NYS ED. LAW pp y V) SECTION 7209-2). Approved By: RGD File No. 21039.000 OSPREY DOMINION CO, VINE TRELLr (COON T Y OF SUFFOL K DE VEL OPMEN T RIGH VINE TRELLIS _ --S- ,38"45"10' E 478,7,3-' -� LEGEND: PROPERTY LINE X .27 --- - - Q� X-0 21 29- 2°/ X-o.19 X-0,13 �� _28__ / X-0.18 18 Xo 00 �` xo.00 ^27 10 ISUBGRADE CONTOUR X- 1 LIMIT OF PROPOSED GRADING X°.29 EX. TREES TO BE - �6 -J 29 Xo 15 X�7.o1 REMOVED \I/ 0 05 - -1 1.0 - - EXISTING CONTOUR X0.37 �°� l X7.52 I I xo 4- L} XO.28 XO.02 Xo.52 ,\% ! - - PROPOSED GRADING LIMITS I I 2s Z _ X0.49 / X043 XO.6G X0.40 X0.23 28 �I\ - X\ 20 / C) EXISTING DECIDUOUS TREES TO BE REMOVED I I X0.64 / \ _ I I X0.67 Xo.06 X0.24 28 / \ XO 52 0 58 > I �� EXISTING EVERGREEN TREES TO BE REMOVED / \ /I -N 0.46 DEPTH OF EXCAVATION �- .331 a I / XO 55 X0.48 \I / \I/ \I � X_ y X I EX REES TO BE REMOVED X 0�2 4 \ I� \ Xo 2 / X 0.46 DEPTH OF FILL I I X0.22 X044 / - xf X0.75 I ❑ i I X0.27 / 1, / X0,10 �� / �Y�\ /i\ /I\ / �(1�/ � o LIGHT POLE 5 I I \I \ -� o UTILITY POLE I x-o.7i� - Ih / x-0. 0 2 J�i� ' pelf�.!� /\1 xo 0 I 16 �} X 0 28 8 •' :�� / `� UTILITY LIGHT POLE � XO.62 �I� -.� X-018 f I >. /I� /CIV 1/ 10 I ti� il\ X026 ��1 z x0.19 l \I/ \'�\ ' O TRAFFIC SIGNAL POLE V� \ X0.3°-•,L / I\ /I\� _ O SANITARY MANHOLE I ��0.63 'SII xa.o5 ! i I\y/ 0.92 XO 35 \ \ \II�_ \ F^ 3 cv \ X-o 74 -• / -• � I tm GAS VALVE X0.29 'SII i - I/ x-o 84 _<11> 013 xo.02 _\II/_/I\ > I I \ \ r SIGN X-0 54 �I \'r_ �I\/ 2s X0.35 Ily \I/ Xo 92 ` I °08 CONIFEROUS TREE x0.32 ) \�%'\/I\ <I� \ / I �� -o.oa 29� - I! \�j=\ 7 -0.85 X o. 7 /J� \� \' � \I� ,- \ I 1X0122 /`� a / j\\I'\ -�\ x-0.72 - - Xo - 1 OO DRAINAGE MANHOLE I 1 \ 99 RECTANGULAR DRAIN INLET -0.26 ��\ I\ 25 Xa- ' f L -0.11 \ / \ / X-02 \��\/ 1 , • \ X041 X-0.26 \ 0 ROUND DRAIN INLET 29 X0.09 ❑ \ / I X-3.69 6 ( i /► X-o 4 1 ( �I\ " U FIRE HYDRANT 15 I J EX. STUMPS TO BE-REMOVED X-0. '7 a \ -��Ip•ly�j►�'( ' 27 x-o 30 \I WATER VALVEX-0. � X0.01 , I 29� .40 -031 X-0.57 X0.15 WATER METER Ixo12 � X-3.65 . o X-3.79 X-0.14 TELEPHONE M ANHOLE X-1.22 I i /�r/ X 0.08 1 -033 DECIDUOUS TREE X-0 3 \ -081 I �L�' X-0.51 X-3 6h �57 -j\_ X-0 47 I \ �j 1 X-180 2a-- /1\ X °�58 X-0 04 28 1 1- I X-1 42 -xf- X-1.26 -- - --- -- - - - - - - - - - -CEO �- - - X0.13 I I �. 2-� X-0.94 / - - - -- - - - - -08 - - - - - - - - - - - SSV&D Q l X .23 lo X o.�1 - - - -x - - - - - -- --- - -- X-o 69 - �' - - DEMOLITION NOTES: Z -- -- - - - -- -- --_ -9 - 27 ZX-1.43r XO 08 _{�-6 X-1.05 - - X0.62 X-110 X-0 71 X 1.31 1 / x .39 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE Q O I / � X �� X-0.36 X0 X-o.96 X-0.4\, I 3 DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE .-y X 0 53 I X 0.59 X-1. o I / °2 I THE SCOPE OF WORK. 0 X 0.75 XO- \ I EX. GRASS TRIAL / X0.91 X-0 58 �� X-0 82 \ / TO BE REMOVED I -0.33 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY n �1- x-o. s x-0.89 \I�\I�\I - i x-0 40 I I 0.25 \I,�. �`I\�ll`/ x- • ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO Z j X-0.32 X0.09 `X-0 13 I I = X 0 20 X-0.58 \ �� KCY �j\� maR_\I/__Jr/ X-021 BID. 0.57 X 1.00 - - -: / \ / ti I X0.60 O J -007 I X o _ \I/ I� I r/ Xo.39I ( �'� 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE E W X-0.35 _\Ti/'\ ��i��/\(�\/ �.30 X-0 25 I I W XO. AND ADEQUATE PROTECTION FROM DEMOLITION WORK. O A 2g X o.70 -� /I\ / \ /1\X _ / I 1.3 Xo.85 � W X-0.51 � 1 \'til'\�Id!7'L\ /_ 1 _\I/�_ I\j � � ` I I X� / I 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, X-0.26 a 47 WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE N L\I,X-0.63 \Y,I\ /1\ 1\ / \ W \ X0.26 X-0.24 �F �-1-/ \r•� /I\ I �� ?C0.1 0D I X-0.31 X-0.16 ( � �-IGit/\I/i!\ i�I� Xa.So i X 82 3 013 ENGINEER. O X-0 22 - \ / \7 \ \ j' I X /I\ XO 62 28 _ X o 31 � i i `.6 Xo 33 I I / --- BRUSH 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING o 0.24 i�v i/ \1/ \i/ /�(1`/ 0.47 Xo.22 I I /�'1 X168 AREAS TO REMAIN. X 0. L _i ' q. ; J I I X0.2 N � X-0.19 X o X-0.18 / 2 0\07 \ XO.14 X O 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS _ BE LEFT CLEAN. x o. xo 10 /I�i!1� I\ �j��1� /I\ /I\ / X0.29 I 1\ x 68 N X-o 1z \In_ �Xo.48 IX. BRUSH TO 1 32 Xo 00 �, -'- �- \/ BE REMOVED I 0.35 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, J ' �1\ I j I�'(�1 Xo.21 I N o APPROVALS ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING S 4.61 X-0.22 EDGE DF WGUDS Xo.00 1 OD X1 -0.25 W I � JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. X0.63 w X-0.17 ,/ EX. TREES TO BE REMOVED o.° � ' ° 8. THE CONTRALTO � E1y�tfJ,10F• WOODS / .� 4-' D X°.23 ' l �l'YY1.n"�'y�,�Yl / X o 10 �� FE.\XQOg GrppDED O 2 R SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, 0 �pP �� WOODED FE.CDR, 4' LdP1INLINK FENCE 1,7' \ a_��,- X o 17 X POLLUTANTS AND OTHER DISTURBANCES 10'E 8 > >� �s.� X X 1 xo. a 1 g. THE CONTRACTOR SHALL LL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT X-0.27 ° > TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING % N/� N 40°2O'OO' W 355.24 I � COUNTY OF SUFFOLK � ` I I �� / 8 i I � �1.1BRUSH FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED, OR CHARLOTTE MILLER � X 32 I N/F } 8 REPAIRED A NO EXTRA COST OF THE OWNER. _ MARIO ROSA-OSORIO \ 'X-0.41 / X1.41 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AND LISA A, ROSH \ 1.05 Xo 3� I PROPERLY. x 1 11. PROTECT, REROUTE ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED - THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE XO 49\ DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE DAMAGED •-� �-- -- - - -- --' vD 'N' -7Id8i SSd�� _ - SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE - - -- X0.78 OWNER. n 067 / X0.56 N X r X-0..6 Xo.41 O � 1 Q 0.38 X1.17 SITE PLAN X0.77 � xa75 2\ SCALE: 1 "=30' o I xo 46 XO.30 O 0 30 60 w X0.93 p \ O Z -018 X-0.91 X 0 0 X-0 70 ' 6 \ O 1 X0.73 O Xa 18 X0.97 0.35 \ X-0 73 --- -----_- --- - '- X-0.04 0 / X0.64 --- - - co X-0.15 \ AUG 3 20? I I Q °� 2) X o.28 XO 3 O ( X0.69 !- O I Xo.90 x ° 7 Southold Tows` O 1 X-0.03 Planning Board 0 , 1 0.51 X0.38 O \ I X0.75 N 1X0.32 Xo.02 DATE BY / X 29 DESCRIPTION APPROV. BY E 0 U % x0.52\ Xo.85 x o 1 REVISIONS TOWN OF SOUTHOLD 7� ' tJ� X0.27 O0- l X .66 y 0-) Q \ Xa56 ��° Xo.85 SUFFOLK COUNTY NY ,,2�P AQP O XO 06 N I X05 XO 3 CARROLL AVENUE COTTAGES N � IX0.02 WD D �- -- 2gWDDDSx-0.24 Cut/Fill Summary 012 X0.00 �-- - �EwYoR DEMOLITION & REMOVALS PLAN CN O Name Cut Factor Fill Factor 2d Area Cut Fill Net O Existing Grade vs. Subgrade 1.000 1.000 211846.25 Sq. Ft. 2221.73 Cu. Yd. 1794 .22 Cu. Yd. 427.51 Cu. Yd.<Cut> 41.A, 47°3�`30' ,�� , # 1 IPA #10 ,� .vv.J.I LTL. #il L. K. MCLEAN ASSOCIATES, P.C. Q . . Totals 211846.25 Sq. Ft. 2221 .73 Cu. Yd. 1794 .22 Cu. Yd. 427 .51 Cu. Yd.<Cut> lot \ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS `�� Designed By: MF�CFD Scale: AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS R'S SaT C UNDER THE DIRECTION OF A LICENSED PROFESSIONAL _ ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THERQ �/, Drawn By: M F Date: JUNE 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND LL P \� DESCRIBE THE FUEXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21 039.000 S I 1 _ ,, LEGEND: , 7. f �'' . _ _ f_,x _, _ _ 11 ' I'll PROPOSED ASPHALT PAVEMENT _� - - �,_ __.._ _ �._ <._.,. S 38°45`10" E 478,731 ' _ _ - - — — — — _ _ — — — — _ _ - - _ _ �. — - - PROPOSED CONCRETE SIDEWALK w w w V w V w I w w w w w w w w w w w w w w w w w w w w w w w w w \ w w w w w w w w w w w w w w w w w w w w \v w w w \11 w w w w \(/ v/ w w w w w w 1. PAVEMENTf SURFACE SCHEDULE ;. ? .V w w \V w w 35' w V w w w w w w V w w w w w w 511 .0'w 0 w w w w w 35relll .0' w w w w w w r PROPOSED BUILDING w � w w w w w w w w w® w w w w w w V w w (TYIP.) w w w w w w w w w w w w w w w , SYMBOL SECTION/DESCRIPTION REMARKS 0 W W W W W W PROPOSED VEGETATED AREA V w w w w w w w & w w w w w w w w w w w w w w \/ w w w w \V w w w w , , _ �� h (SEE LANDSCAPE PLAN) w� z- Z- _Z w w Ste- z —� w w s— _s w -� �� z _� w o% � ' \\\`/ 1}" TYPE 6 ASPHALT PAVEME w w w w w : w w w w w w w w w w w Q w w w w w w w w w w � 11101 € \ " C 2" TYPE 3 ASPHALT PAVEMEN ,,• C tIAG•E'' COTTAGE' PROPOSED DUMP STER ENCLOSURE w w V w w :.,, w w w w ,.. w w w w w w w w w w v: w 6" RCA I \ G PROPOSED ASPHALT HALT 't ` r ,. �o' r # # , '. !x. -` 1 Y. PAVEMENT V w w w w •. 1 w d w w w lk ,_ iJ w w w FF.2€: 5 �` w FF 28. w w w w , r — LJ G — — — rr ` ,.ti V \ ; ' i., , — — PROPERTY 1 a.r, — LINE / — — — — 6.. x I III III I I STABILIZED SOIL ,; V I w w w V w w w w w w O ., I III III 11 a ..E 7 5. C� . , '4 5 0 ,x .. lkll O w# I V w w w J. w w w w „3ft r :', w w y w w w w w f 11 , �, 3 : (Tj _ - o PROPOSED WHEEL STOP 11 I/ w w w w w w \ � f G w w w w w w w E 30.0 .'.'.'.`.'. .'.'. ,nww z'?., TIE,:' .... .x... - 3:,,, ,V , w .r, w w w w w n ,.a... :" HYDROSEED AS SPECIFIED � J -, x<z, € TY�'. PROPOSED HANDIC ,. r_ 1. WIRI, AP PARKING :, Eh h I l ) r , GRASSED AREA m k , a�, :<.. .,. ... .J,., 4"MIN. DEPTH OF TOP w w w w w w ;;, y qa w w ,,,,, w w w V SOIL ALL _,, y ( ) DISTURBED 0. �.0 �, �E, tEs a s ,,, <., I , SURFACES NOT � J .t.' FA 0 s . 'r.. .. R10,0 • . ,. — TTAGE OTHERWISE w w w w V w wE,. w w w w w PAVED .,. �, r t w r .r.t i, — ";; II III III II ( III—III COMPACTED SUBGRADE ,, — OR PLANTED „� 2a.oP. — — — ) O: , "". v.:. PROPOS Q� w w w w w w w �: w / , — — — — — ED SIGN ;: r =2s.2o V COTTAG � �. C 1' a a 3 14/ w w w w w w 8x '1"i r, '\ ,� c\. ',:.,. w v/ „'.s -" .,tis N. ,✓u '--, " �/ ,.c ."; �`\:...! 3. w w , .Er �':r h.': ;t,. ,r'. # t 3at .f .v ..v v.; ly, b �9 �.. r.< , ' ti.,,; �; BROOM H 1 y. ...., y�,l E ( 2�.2fl) v r , �. FINIS STEEL TROWEL EDGE w w w V w w w w w y w w w v ", a w w w x: �h' w w w w l PROPOSED DUMPSTER EN w ,tv,•. R2 .a � �$ (UNLESS OTHERWISE NOTED) '� CLOSURE w w w w w w w w w w w w w O �. 1 % ,. . a I \ 4 : 'y \g• w w w w w w I .14 O' w �• w w w ) a' 4" (3500 PSI) CONCRETE w w w V � s w w w w ,. w w w w w w wI 11 _ CONC. WALK I L 1 F' w w w w w w w , w - II-II I-III-III—II I—III COMPACTED SUBGRADE ® PROPOSED CATCH TCH BAST w w V w w _i: w w w �� ` w w w V , 9 \, \I- w w w w w - - - - - - N " , ,; R5415 wa y,t 1,1111-1-1, ,,' y :' fi y: r c ,, R , w w w w w w w w F ^,, w w w w w w / 9 w w w .. 2 .. ,, w w y ./ I F /I w t :� PROPOSED TRANSFORM „ q3, y R1Q, ER w w w w w w w w ,It s ..,< �Ililr,v, Q w w V 11. wk�,, x aII w w w w , M3 \11 ; w w w \V w 'I, w \ . , w w w w w w w y , 11, s�a r;T € �»\`\,x Y€ ,,i \L w w �w f '� ^ d " .. ., ® - ;. E,;, Yn 1' ,:3,,3" $u p l 0.z \\. A» '- [" i / w w w w w w w w w w t�1V, O x �t v,' xx 1 3!:: J '� w w w `� 9i;� w w w w w ...�""" w IV w w w w w \\ v w w w tea' w w O 1�.� M �1 ` FSI w w w w R74y 5 \ , di w x wQ w y/ \ ,-a w w 20 k w w w w ,R w w w may' K3 w w w w w w w Q w w w V , x I R25.a ,..' i I 41 P <, F\11 N"R �; w , w \I, w w R.1. w , 9 m ., f.,, .. E." t .. 7 S'F ., j'Iv ..�... ':: ,. r.... .� /... Y ,. .. ".., ", t v.,-. w w ., S w 64. w h <_ I �111Q/ SITE DATA TABLE FflM ,.: .__ . „ „ „ ._. r CZ4w w a ..< \.. "V y / w , \, �, s•' 1 . SUFFOLK COUNTY TAX NUMBER 1000-075-01 — : ,._ S 6 TO BE SUBDIVI �, ( w , , , ,"" Z ,. s D) ,, NUMBER(S) ( DE w w ' : 1 . % w t w w w �.. ,. ,. ;,':,, ,,,., w , n.k£,. .z-:: 2.,. 32:53, .. \I, . 11, w j1j� t \ y yY ;,..5la.,, A TTA COTTAGE. ,,� 1.�. O 2. <C O ZONING CLASS c::11 I5 y w V w »x z.,,• E... .. ,,,: ., w O w w jr ,. w i w -t ..;.., 8. s E " , AHD 11� # 1 1 3. AREA OF , ; , SITE 1n \11 Iw w w w �a „",: - �n.,,;. w w I ,s, .:., ,.:t. ..�,: w w W"F'�28.15 t ': E ;E:; tFF� a 15. 4.896 ACRES 213 256.82 SF ,..,.,rte, �.. x, � -� \ .. : , n3, / { +,... ,. ,""» •0.m x �„ .,.,: \... �.;1 l•..." i: ,,. Y.�t1, f r.. n,x, b h„" n .t , Y p ., t ::: .. �. ,..,, , I ,. , w i '" 4 F--i w w w w w INTENDED USE i w w w w w OF PROPERTY ,, y F . Ex ,- AF ORDABLE HOUSING I , s ^ ...:, 1 i.;«, r ..;; w., V C w w V w w w w w w ,' \,\ n �5 d- �; 'fl,,. _.., w wy. F w w I w 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S. NAD83 HORIZONTAL ILO „y,„, o ,� & NAVD88 (VERTICAL) n. 00 y, �� 111,1 ;- w w w w w w w w w w w w w w w w / , Z Z � I { ® �(P w w w w 7. DEPTH TO GROUNDWATER 23 +/— . I�” > w w w w w w w w w w ,�, w w w w w w w w w w �. .: , , A >O O , S w w w � w �' 11� ZONING COMPLIANCE>. 0 t ” .ro \ LIANCE TABLE LUT 2 AHD DISTRICT Ii/ w w w w w G_ w w w w w w w w w w w w 11 � 0 ,. 24 ; ,T. A 1 w w w w w o w w w w � w \I/ w w w w w w w \1 � �. w w w w REQUIRED PROPOSED ( COTTAGE COTTA t1, 10 000 SF �4 MINIMUM LOT SIZE v, w w w w w w w w w w ry w �11w w w w # w w w w w w w w w , 213,256.82 SF , ,' ,. (FF�2$.28).', o AFF=28:25} / V�_ o w w w w w w w " w w 1� w w w w0 w. w w w w w w w w w MINIMUM LOT WIDTH 80 FT 164.7 FT .� k COTTAGE w \1/ w w w \V w \1/ w COTTAGE� ' 'f, � '� � ,s'', 24 '.. w w t E , ::x ,. s., ll, #. w w w \I. w w w w w w 1 1) LMINIMUM LOT DEPTH 100 FT - w w w w w w w w w w F 910 � ��on' w w �,��/ 330 FT I ( w w w® w w w w w w w w w , ,,... . �I \� s % MINIMUM FRONT YARD 35 1 w w w w w w V w w w w w x. � e w.. :w w w w w w w w w w w \ w � " as• w w w �� MINIMUM SIDE YARD 15' (25' BOTH SIDE YARDS) 25' BOTH SIDE YARDS IV I w w w w w w w w w w w � w w w w w w w w w w w w yf ' w w 4 ,. ,, k 151 11 w w w w Cll V w w w w w w w w w w w w w w w w v, w w w w w �. � w �, r w w �� MINIMUM REAR YARD 35' 35' �� / 5 '. illw w w w w w w w w w V w 1 '� .6' wIL 4 w w w w w w w w w w w w \ ' \, MINIMUM LIVABLE FLOOR AREA PER UNIT 450 SF 600 SF w w vV w vV vV w w w \V w Cr"�1'TAC� , vI/ w C{� 1AGE' w vV w w w �� w w w w w1�1w \[/ OO �G MINIMUM YIELDING AREA, 24 DWELLINGS 79,200 SF 213,256.82 SF w w I w w w V V w w w w w V # w w w w w w w w w w w 'k, ,a> �? w ( ,' FI`- 9 20) f w ,V t� w w w w w w w w w w u „ ' v w w w v w w w �' w w w - w w C � I ,. y, \Y -4, ,-'a/,,. ,., \V ," F L7F QJ,'?s i:,-"IV w w w w w t w w w w -- v w w w — --.. - - -� w w v w \\ �, ;: — — — — — — — �- — , PARKING REQUIREMENT LOT 1 CALCULATED- f - w w w w w w k w w w w w w w w w w ° w w w w w w w w ( E D TRIP GENERATIONS +J _ 0 y i : 4x,"A '� 1 0 _. , . t_ _ — — I MIFDU TENANT—OCCUPIED w .V w w V w �' w � � .,�,.,..-wN __.,., �,� �.,, ! 2 STALL/1 DWELLING UNIT /Cn I �� CLl CH. 280, ARTICLE VI, 280-28 _ _ _ ' ( ) 10yw w w V 24 UNITS AFFORDABLE HOUSING w /f.... 1 o �� `q/ 3J�5,G�4' I ii >:; wr � 0 �' �w (�`'7 2 X 24 DWELLING UNITS = AM 23 TRIPS -- FA� 2 ( ) 48 STALLS PM — ffl, 18 TRIPS _`E i_ I I N/F } OSPREY DOMINION COLEGEND:, ars �cr F� (COUNTY DF SUFFOLK DEVELOPMENT PROPERTY LINE Sr' 38°45110" E 478,73' \ 10 PROPOSED CONTOUR 44� 29 —28� r,� —1 1 .0 — — EXISTING CONTOUR �' LP5 D�� LP6L____DM6 // /� / — — PROPOSED GRADING LIMITS \ \J ��../\s pm --�FE51 rdo 1`/ O �FE6) I 1 �o �% —D PROPOSED 8" HDPE ROOF DRAINAGE PIPE T 06 _> / \\ / PROPOSED 15" CPEP DRAINAGE PIPE � ' COTj / sjo � \\�\ / /-� COTTAGE COTTAGE ILP I ® PROPOSED CATCH BASIN IXtP�o 01 P43h, rFF' 1�CFs ' \ l, .11 fp* G� gryo ?B90 / (FF=28.25) W (FF=28.25) D 7 4IE7) c pwl TTgG o \DWS PROPOSED 10'4 DRAINAGE LEACHING POOL Y IDI�� \� / ?e60) o \ 2g 1 � s PROPOSED SANITARY PIPE / w PROPOSED 2" DOMESTIC WATER SERVICE 1 I \ // 0 T \\ { NC / s s —Fs— PROPOSED 4" FIRE SUPPRESSION SERVICE COTTAGE / W s s �FF#s.20) E PROPOSED U.G. ELECTRIC I \ —2g i �� \ \W \ COTTAGE PE— PROPOSED U.G. PRIMARY ELECTRIC \ (F#28.20)2b A \ ♦ PROPOSED TRANSFORMER C I L Coll AGS J 3 l E EL O-, LIGHT POLE CO#11 _�E \ \ -a- UTILITY POLE q �DW � �To29.201 � i 4�, UTILITY LIGHT POLE 9 DRAINAG�D EA 1 W W W W W W W 0 TRAFFIC SIGNAL POLE # y SANITARY MANHOLE GAS VALVE SIGN 111' I:t AGS CONIFEROUS TREE M o c 29°201 _ _ / \ lopyyl C DRAINAGE MANHOLE s AIP�T4 —28� _ __ - — RECTANGULAR DRAIN INLET i/ ROUND DRAIN INLETC�l COTTAGE COTTAGE / S FIRE HYDRANT o #$ #5 I (FF=28.1 ) / (FF-28°15) DRAINAGE WATER VALVE try o / W W ` AREA # / �r ' e WATER METER Coal " o S`"4 / \ / I a (T� TELEPHONE MANHOLE ILP31 DWI \ DECIDUOUS TREE DM4/ P41 / DM3 GE l `,/ OOH — � CO#20 FE sll o°"> FE3) P CYTa29.2o1 g (CM7) / Z COTTAGE COTTAGE / 1 #7 I D #6 / COTTAGE (FF=28.25) O $ 2 (FF=28.25) Al / ` �o COTTAGE g #24 \ o / W) a #21 (FF=29.10) — — — — (FF-29.10) (P%�—s M2 E �, 1 I I I DW 1 /, ♦ Coll A.G 2 1 "! #28.x1 --_ / 1 ILP ~ �DW COTTAGE COTTAGE I / / CO�pGE REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: #22 — — — — — #23 ♦ / I #3 0 (� ° (F-29.20) (FF=29.20) // �) I lFF=28.e1 3 J DRAINAGE AREA #1 RAIN GARDEN (DRAINAGE AREA #1) �N f \� J� I` �T7 IMPERVIOUS (ASPHALT & CONC.) = 24,320 SF EDGE OF w96, s I w I o C=(24,320 X 1)= 24,320 4,71 1 .25 CF REQUIRED Fr�kZ77 �,o� 2s � � `� . � / _ — _ _ I �2 24,320 X 2"/12" (RAINFALL)= 4,053.33 CF CAPACITY IN RAIN GARDEN (18" DEEPS = 5,710.5 CF CD _ LSE _ X- \ I \ ' PERVIOUS (VEGETATED) = 39,475 SF TOTAL DRAINAGE PROVIDED = 5,710.5 CF DRAT AGE � N/F � ARE #4 I � y GE C=(39,475 X 0.1)= 3,947.5 N/� N 40°20'00" W 355,24' 6i COUNTY OF SUFFOLK \ ,21 CO�t2 3,947.5 X 2"/12" (RAINFALL)= 657.92 CF DRAINAGE STRUCTURES (DRAINAGE AREA 2) } #28.91 L TOTAL STORAGE REQUIRED = 4,711 .25 CF CHARLOTTE MILLER N/F 3,097.17 CF REQUIRED DRAINAGE AREA #2 (5) 10'4 x 10' DEEP LEACHING POOL = 68.42CF•/VF X 50 = 3,421 CF MARIO ROSA-OSORIO AND LISA A. ROSA I�� N IMPERVIOUS (ASPHALT & CONC.) = 15,880 SF TOTAL DRAINAGE PROVIDED = 3,421 CF I I ; C=(15,88OX 1)= 15,880 I I ♦ / \ DRAINAGE STRUCTURES DRAINAGE AREA 3 } o I DW 1 15,880 X 2"/12" (RAINFALL)= 2,646.67 CF ( --� O } I FE1) o O�TpGE / PERVIOUS (VEGETATED) = 27,030 SF _ti �,,,,� C � 2,049.73 CF REQUIRED / d N / C=(27,030��X 0.1)= 2,703 SF (3) 10'4 x 10' DEEP LEACHING POOL = 68.42CF/VF X 30 = 2,052.6 CF Ipw�, O 2,703 X 2"/12" (RAINFALL)= 450.5 CF 3: (11 / , \ \ M1 ♦ TOTAL STORAGE REQUIRED = 3,097.17 CF TOTAL DRAINAGE PROVIDED = 2,052.6 CF / LPj DRAINAGE AREA #3 DRAINAGE STRUCTURES (DRAINAGE AREA 4) I IDWS / �� 1 IMPERVIOUS (ASPHALT & CONC.) 8,624 SF 788,1 CF REQUIRED coI I o / I I.../ \ / I �I C=(8,624 X 1)�� 8,624 (1) 10'4 x 12' DEEP LEACHING POOL = 68.42CF/VF X 12 = 821 .04 CF 8 624 X 2 12 (RAINFALL)= 1 437.33 CF _ � / ( _ ) � TOTAL DRAINAGE PROVIDED - 821.04 CF _ _ / \ PERVIOUS (VEGETATED) = 6,124 SF o r C=(6,124 X 0.1)= 2,703 SF M k%WI \ 2,703 X 2"/12" (RAINFALL)= 612.4 CF N TOTAL STORAGE REQUIRED = 2,049.73 CF p� /n z I DRAINAGE \ Q), I 4~ \ \� AREA #4 DRAINAGE AREA #4 IMPERVIOUS (ASPHALT & CONC.) = 3,015 SF o I I I I --28- \ C=(3,015 X 1) = 3,015 i r~ 3,015 X 2"/12" (RAINFALL)= 502.5 CF PERVIOUS (VEGETATED) = 17,136 SF ly C=(17,136 X 0.1)= 1 ,713.6 SF 1,713.6 X 2"/12" (RAINFALL)= 285.6 CF P TOTAL STORAGE REQUIRED = 788.1 CF f Cn / AUG 3 2022 i --- ISoutl?r,ici l"cr�n I I I I I \ PROPOSED 4" RPZ m Planning E30a16 INSIDE OF "HOT ------� O BOX" ENCLOSURE co Oa. 29 / °: \ DATE BY DESCRIPTION APPROV. BY 00 REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY �- - CARROLL AVENUE COTTAGES Q �° - -3 — 410 / iJ 1 ' o _ _ _ _ _ __ __ _.___ ..._ %f ' — / -- _ __ _ —�ATER W w� -W _ W— o f GRADING AND DRAINAGE PLAN �c O�BIA S I _ _ _ _ �.. 368,50' —=29-----___.�__-.�.-..-------- f PROPOSED � O � N _. _ f METER INSIDE OF N ---2g DT-201 WAULT p4 SITE PLAN R �� o - � y ,:_ , �� Q;I L. K. McLEAN ASSOCIATES, P.C. 1� - A CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 =30 N 4 11 0 30 60 (50' WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Lj�O/ Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �/C �� Designed By: MF CFD SCale: AS NOTED Feet CA RRL7L L A VENUE FNSED PRS . ND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGINEER. WHERE SUCH /� (n PROFESSIONAL ENGINEER MUST SEAL ARE DATE AND Drawn By: IVI F Date: JUNE 2022 r DESCRIBE THE FULL DMNT OF THE ALTERATION ON THE lV_ Q Cn DRAWING ND/OR SECTIONSPECIFICATION. (NYS ED. LAW Approved By: RGD File No. 21 039.000 OSPREY Ti 141NIONI CO, —------ i Is (COUN T Y OF &Of-FEL DF_ VEL LIPMC�,l T 9 RWIFI , LEGEND: :,I js S 38*45"10' E 478,73' PROPERTY LINE D— PROPOSED 8" HDPE ROOF DRAINAGE PIPE PROPOSED 15" CPEP DRAINAGE PIPE LP5,),, DM5 (LP6) 2 -1� �1- DW FE5) FE6) DW) zl� PROPOSED DRAINAGE LEACHING CATCH BASIN 0 ST5 ST6 _d�o PT5( DPTr, (DWO) PROPOSED 10'0 DRAINAGE LEACHING CATCH BASIN V�" \ P�� COTTAGE COTTAGE kLP7) E COTTAGE TTAGE r , -3(e,, p PROPOSED 10'0 DRAINAGE LEACHING POOL _N ro ISN k DW) #10 DW 90) (FF=28.25) (FF=28.25) DM7 rte-' \ J \ / 0 k DW) 0 & .i �_ I/ ST7 ON PT# PROPOSED 8'0 PRETREATMENT TANK \Y, 60) 0 (CDV7) "J, kDW) 4T, \ >, , 1 6N'/�, � �'��w \F / s \ `) PROPOSED FUJI CLEAN I/A SEPTIC TANK jr-S 'IN � _)� ................, C00%T# COTTAGE �S. W 1---s 1 #9 D M# COTTAGE (FF=28.20) y,W ( PROPOSED 4'0 DISTRIBUTION MANHOLE #12 (FF=28.20) � \ � d LP#N PROPOSED 10'0 SANITARY LEACHING POOL k DW) I J�G E I 1 1 - CO E— F - E k DW \.. ';2o1 / IF E#) PROPOSED 10'0 SANITARY FUTURE EXPANSION POOL (DW) W_ V111 W-1 I k DW) r FS W I I W PROPOSED SANITARY PIPE PR0?dSED HYPRIVATEDRANT r k PROPOSED 1 " DOMESTIC WATER SERVICE \` \ ^ \ —W PROPOSED 4" DOMESTIC WATER SERVICE \ �-\� c \ PROPOSED 8" HYDRANT WATER SERVICE CV) FS k -. - - -• - • _-- - -. \.r;:\ —E— PROPOSED U.G. ELECTRIC Poo ko W) PROPOSED LIGHT POLE LJ PROPOSED TRANSFORMER q�z cz, COTTAGE I I COTTAGE #8 #5 i k DW) (FF 28.15) (FF=28.15) 4 W_ 0-1 LIGHT POLE Coll�,GE ST4 UTILITY POLE (CDV7) 1LP31 UTILITY LIGHT POLE DM4 k DW) Z e� P 0 TRAFFIC SIGNAL POLE 8 P411 0 jDM3 0 k 0S SANITARY MANHOLE CO.,,AGE kFE4) FE3) 13 GAS VALVE ST3 COTTAGE COTTAGE SIGN (Cf?V7) #7 #6 / yrs 1DW I (FF=28.25) (FF=28.25) CONIFEROUS TREE COTTAGE COTTAGE 0 DRAINAGE MANHOLE 0 #21 11. #24 0 ST2 DW) OD (FF=29.10) (FF=29.10) t==D7=V RECTANGULAR DRAIN INLET S (FI%3LDW r M2 FIRE HYDRANT To k �FE2� ROUND DRAIN INLET . I r717 \ 28.a) ttl WATER VALVE J ILP21 1 WATER METER kDW) TELEPHONE MANHOLE kDW COTTAGE COTTAGE COI-IA.GIE n o #22 #23 #3 Q DECIDUOUS TREE (FF=29.20) (FF-29.20) I-Pi - Ll kDW) UTILITY NOTES: T EXJG.� Cf WI.�s7,tIS �' ' a 6 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE WODDED 4' CNATN'LINK FENCE UTILITY COMPANY x __ --ry— — - — — ' e fib. - - i i ;- \ " C1] 1 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG co J iLk I Ap,G 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR NIF Cr N 40020"00" W 355,24" L',IF "IJ171, CIIARLOTTE PILLER C S 4. SEE LIGHTING PLAN FOR SITE LIGHTING /V/F _05. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND t,fARID RL7SA-LIS 4- 0 AND LISA A, RGSA METER ON SITE. 0 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) 0 kDW) 0 FE1 0 \ lST1 -11A.Gt 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. r Yj(CDV7) -0 1.4 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT \0 Owl 1I 1 OF HEALTH_ \ M9. WATER SERVICE SIZING: 1 \ LPI) 9.1 FIRE - 8" 9.2 DOMESTIC WATER - 4- (MAIN) co k DW) cz 1\ 1q_ PROPOSED 10. FIRE & WATER GATE VALVES AND VALVE BOXES: VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ELECTRICAL AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO 0 TRANSFORMER THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES Me_�, SHALL BE NON-RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16-VALVES AND SMALLER) OR DOUBLE k%W1 DISC, IRON BODIED, BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE. STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST BEARINGS AND PACKING GLANDS SHALL BE MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF I I 1 \ \, 1 THE MUELLERECO.. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 IRS OR APPROVED QUAL PROPOSED 0 DOMESTIC 4" 11. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH 0 I TER SERVICE 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET OF COVER OVER THE PIPE. THE MINIMUM THICKNESS OF THE METAL OF THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS SHALL HAVE "WATER" CAST ON THE TOP SURFACE. BOXES-SHALL,BE-COMPLETELY COATED WITH BLACK Q) ASPHALTUM PAINT. AUG 3 2022 PROPOSED 4" RPZ 4_1INSIDE OF "HOT Southold 'I own Planning Board 0 BOX" ENCLOSURE I n U) 0 0 PROPOSED 8' BY 0 WATER MAIN DESCRIPTION APPROV. BY FOR HYDRANT 0 \ � W REVISIONS TOWN OF SOUTHOLD E Cn SUFFOLK COUNTY, NY 0 e 16 ED CARROLL AVENUE COTTAGES #9 LIPA #9 LIL, ......A Q189,58I III ff � I 0 01 NW—W OR Q) W y E W W W—w- 36a501 A<,,; UTILITY PLAN CN -C P4POSED WATER < -4— PROPOSED SCWA 0 C, SITE PLAN /;�ETER INSIDE OF PROPOSED I I 1_11Ec�,, I!:_ ,!4 vfDT-201 WAULT WATER MAIN EXTENSIO L. K. McLEAN ASSOCIATES, P.C. SCALE: 1 "=,30' 8" TAP PROPOSED Ql> :�, C,� (50/ WIDE) 4" TAP � I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 30 60 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Feet is, ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF CFD Scale: AS NOTED Sheet No. CA RRL7L L AVENUE AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS S UNDER THE DIRECTION OF A UCENSED PROFESSIONAL W ENGINEER. WHERE SUCH ALTERATIONS ARE MADE IONAL R , THE < PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C6 SECTION 7209-2). Approved By: RGD File No. 21039.000 NIF SIGNAGE ESPRIT-v, DRMINI[7%1 1,L Jr� FOR C[j 7 FOR OP�L`tV T RIGH T-*S.` (COU&I T Y DF SUFFEL K EEVE L PARKING S 38'045"10-' E 478,731 5 ol crk-, of, LANDING REVEAL NOTE: SIGN HEIGHT SHALL BE SET I i .I f"-8•0' TO MAKE IT CLEARLY VISIBLE DROP CURB TO ALL PEOPLE WITHIN THE co S3 COTTAGE COTTAGE DRIVER'S SEAT OF ANY #11 #10 VEHICLE CONC. WHEEL 01 .0 co S2 lip P (FF=28.25) (FF=28.25) STOP (TY 90 rp 9 Coll- _,P- 4 GREEN BORDER (3/8") AND TYP. .4 ", 'i ) >- 41' (TYP. 4" cz- RESERVE LETTERING (2" HEIGHT) 2 60) WHITE BACKGROUND AND BLUE 3/8" MARGIN S1 S3 S3 PARKING 7, PAVEMENT c 0 MARKINGS BLUE INTERNATIONAL S2 $� COTTAGE lei SYMBOL OF ACCESSIBILITY #9 COTTAGE (FF-28.20) 12 3/8" GREEN BORDER # (FF=28.20) 3E 1 1/2" GREEN LETTERING (x"4 WHITE BACKGROUND AND (0 SSIBL�� p.GV- S1 -3/8" MARGIN PROPOSED SIGNAG FOR ACCESSIBLE PARKING ONE WAY SIGN N.T.S. Q:1 10.0, 10.0' 1 1 0.0i Q ;_ S ................... PIG TYPICAL ACCESSIBLE PARKING DETAIL PROPOSED SITE LEGEND: N.T.S. LIJ DO NOT ENTER SIGNS PROPERTY LINE cz COTTAGE COTTAGE c--) S 1 #8 #5 (FF=28.15) (FF=28.15) PROPOSED ADA HANDICAP 04 1 ACCESSIBLE PARKING STALL C011 NGf- S2' S3- S3 -a- 5- Si PROPOSED SIGN/TYPE o S3 S2 -a-S I RESERVED PARKING .01, SEE SIGN FOR PROPOSED STOP BAR ACCESSIBLE L01 COTTAGE COTTAGE PARKING #7 #6 COTTAGE DETAIL E) (FF-28.25) (FF=28.25) C VAN COTTAGE #24 ACCESSIBLE #21 c (FF=29.1 0) 0 (FF-29.1 0) kI I I n011 AGE #4 NOTE: ALL SIGNS SHALL Q) S34 'S 3 w Z BE IN ACCORDANCE WITH c- THE NEW YORK STATE STo rl_ STEEL POST MANUAL OF UNIFORM COTTAGE COTTAGE C C (2-X2-) TRAFFIC CONTROL DEVICES. z '011 , # -01 #22 #23 c- (FF-29.20) (FF=29.20) (IF U) MIX Or warnst-4—CONCRETE BASE . 4-- \'-�- k�' C 1-- ry--Y�' 0 WIMTE-D i.7r S1 rrCCR. 4' WAINLIMk' FE-NCE X X U) cf,- 011 pGf- cz lu"1-I " -r ` " ROADWAY OF _S'j' /00,, ✓W 355,24 NIF N 40°20 CA CHARL[ITTE MILLER t4lF MARID RL7SA-11,3-r7RID 4-� 0AND LISA , R[7SA 3 SIGNAGE FOR STOP SIGN PLACEMENT DETAIL 0 SITE PLAN -4 k N.T.S. c- SCALE: 1"=30' ACCESSIBLE 0 C4 0 0 3 1 0 60 PARKING Feet 14 N.T.S. > 12- 0 SIGN TEXT DATA TABLE AR 1--W cn C--) (WHITE) CALCULATED TRIP GENERATIONS Q) SIZE OF SIGN COLOR OF TYPE OF N.T.S. SIGN DESIGNATION DESCRIPTION TEXT MUTCD NO.13KGRND. LE MOUNTING (L X H) LEGEND 4- 24 UNITS AFFORDABLE HOUSING 0 AM = 23 TRIPS G.M. PM = 18 TRIPS S1 STOP SIGN30"x30" RI -1 RED WHITE S.P. STOP LINE FOP TAND. (WHITE) N.T.S. 0 —75"- 0 S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) R=40" 36- 4-- O D E: NO PARKING S 3 NO PARKING ANY TIME G.M. 12"xl 8" R7-1 D WHITE RED ANY S.P. AUG 7,2" TIME L —Souf!—021 '7r! cn Planni 3T s R=28" 0 RIGHT TURNING ARROW 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD U) 0 BLACK '-k DATE BY DESCRIPTION APPROV. BY 0 ONE WAY SONE WAY 54"X18" R6-1R BLACK WHITE G.M. (WHITE) 0 S.P. N.T.S. (ARROW) REVISIONS PROPOSED 0 RPZ INSIDE TOWN OF SOUTHOLD HEATED ENCLOSURE SUFFOLK COUNTY, NY G.M. E cO DO NOT ENTER 30"X30" R5-1 RED WHITE S.P. 4- 0 0 CARROLL AVENUE COTTAGES N-) (D 0 1 S1 0— c PROPOSED LIL, #9 0r J- METER VAULT G-D 0 N 41'0391 > Al TRAFFIC AND SIGNAGE PLAN 0 - vj7f- L. K. McLEAN ASSOCIATES, P.C. riosr ryPA 'NT--" CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (150 WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS rin "ROFE Sheet No. 0 VENL-J-E ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD scale: AS NOTED CARREU A AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS R'S UNDER THE DIRECTION OF A UCENSED PROFESSIONAL M ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE M PROFESSIONAL ENGINEER MUST SIGN, SM DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < <� DRAWING AND/OR IN THE PECIFICATION (NYS ED. LAW C7 U) SECTIONS 7209-2). [ Approved By: RGD File No. 21039.000 10.0' S EXPANSION JOINT DUMPSTERS) TO BE 6" CONC, SLAB WITH WELDED r t SUPPLIED OTHERS (TYP.) WELDED WIRE MESH WIRE MESH, SEE PAVEMENT < ° •,. , J/° SURFACE SCHEDULE ON SITE • , ° 2» x x x x x x x x 41' ROUND DEFORMED 1"0 ANCHOR PIN DETAIL SHEET 8 WHITE VINYL FENCE REBAR (3 REQUIRED) SLEEVE (TYP.) I'` ,' •, ENCLOSURE t .t (SEE TYP. FENCE DETAIL) / y f• f r_On A . a: 41' 3' TYP. SECTION A-A I t 15.0' EXPANSION JOINT . ! y• A' f e (TYP.) CONTROL JOINT < ` A 41 C f ' 43 ep ti • •f' J / .• 4.. 9i__10 1 -9 10 5'MIN. VINYL 5"x5" POSTS a. a` s: 4A ; •. WITH STEEL ti ° j SECTION ELEVATION CHANNEL (TYP.) J J/ •,. 4 f d t N f J f J f / r o f NOTE: f° 12" HAUNCHED CONC. SLAB WITH I A I INSTALL EACH WITH 2-#8 REBAR AT #5 BARS ® 16" O.C. EACH WAY O'MAX• A 3'-0" BURIAL AND TOP FLUSH WITH TOP OF WHEELSTOP. DUMPSTER ENCLOSURE DETAIL PLAN NOTES: N.T.S. 1. CONCRETE 3,500 PSI ® 28 DAYS MIN. 2. WELDED WIRE MESH 6"x6", #10x#10 CONCRETE WHEEL STOP DETAIL 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE THICK x 31" HIGH. 4. FINISH ALL EDGES WITH I" RADIUS N.T.S. 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE j" DEEP. 6. SURFACE TO BE LIGHT BROOM FINISH. CONCRETE SIDEWALK DETAIL VINYL EXTERNAL (POST 'C ONTERS --I 3 FLAT TOP CAP TYP.) ) =r=t I { ids�;7 ;71 [--24" t�»I.�►�I 6. TI �fi 6 ct I 32 VINYL TOP RAIL WITH SECTION STEEL CHANNEL (TYP.) PLAN NOTES: --{�� " 1. MATERIALS SHALL CONFORM TO ASTM I VINYL FILL A48 CLASS 30B OR 35B PICKETS (TYP.) 39" 2. LOAD RATING SHALL BE AASHTO & HS 20-44 HIGHWAY LOADING a o a o a o =o VINYL MIDDLE a a a o a= 3 " 30 ,36" RAIL WITH " a a a a STEEL CHANNEL 8 -0 24950 HEAVY DUTY FRAME I--24"----� (TYP.) 6" ao a� ao a� & OPEN GRATE COVER 6" - 1- 34 22„ PLAN SECTION VINYL 5"x5" POSTS NOTES: SECTION WITH STEEL 1 " PLAN 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 306 OR CHANNEL (TYP.) 39" ROOF LEADER � NOTES 2. 35B SPECIFICATIONS AASHTO & HS 20-44 HIGHWAY 1. MATERIALS: CONFORMS TO ASTM TRANSITION A48 CLASS 30B OR 358 LOADING SPECIFICATIONS 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND VINYL BOTTOM g " 2. LOAD RATING: FOR AASHTO & HS PRECAST OR APPROVED EQUAL. RAIL WITH SCHEDULE 40 PVC CLEAN OUT 20-44 HIGHWAY LOADING STEEL CHANNEL 6„ "T" BRANCH WITH PVC PLUG 5" 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND (TYP.) SECTION PRECAST OR APPROVED EQUAL. �� 24 0 HEAVY DUTY FRAME & COVER c' 1% MIN. PITCH 4" MIN. ADS DRAIN PIPE 30" X 49" FLAT FRAME & GRATE DETAIL N.T.S. FINISHED GRADE GRADE U N.T.S. _ I I ASOSCHEDULED) 2" j 10"0 NORMAL; I I s 12" @ CORNERS y Cn CONCRETE FOOTING (TYP.)CLEAN I 1 8" ADS GRAVEL �5f_Off SLOPE ® 1% (TYP.) 6" ROOF LEADER DOWNFALL DETAIL 8 THICK REINFORCED DRAINAGE NOTES U N.T.S. CONCRETE TRAFFIC BEARING B 24" DIAMETER 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 TYPICAL 8' HT. WHITE VINYL SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS FENCE ENCLOSURE DETAIL O PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS U PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE N.T.S. BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY To VERIFY 4" MI THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. >_ „ AND DRAINAGE PLANS BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN SEE LEACHING BASIN DETAIL MULCH TOP SURFACE WITH 24" DIAMETER 8 UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE THIN LAYER OF LEAF CAST IRON INLET GRATE & ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. 6" MAX. POND DEPTH COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY - NO DIRECT PAYMENT WILL BE MADE 12"MIN WOOD NOT WOOD CHIPS � ( ) PRECAST CONCRETE CAST IRON INLET FRAME & GRATE AS 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET O 2� MAX. CHIMNEY FINISHED GRADE - 0 0 4_1MANUFACTURED BY LONG ISLAND 0 11 = ao - FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED SEED PRECAST OR APPROVED EQUAL = 6aa BY THE ENGINEER. ;,,�;•�_. 0FjTj 0 (SEE PLANTING -o O DQ��d .. 0 4k':;`�Jx•�:'1:�: ,'S.....:�_7Ae1, Q 11 0D1° - r�1 PLAN) 6. ALLOW FOUR 4 INCHES FOR FINAL ADJUSTMENT do A E T OF CASTING. .. �:•,.,�:. �.t n:...,.;,� ,;,a,...-,;�.:_,; .. ` ... yh'1:i' - u f•.' '• rt:: :✓. �•.':-:5.s r. .:�Si,a' Y.S:X-`> 'nv;. ASPHALT PAVEMENT b•. 3 ��`'� ' � r,t• ;c;. �� .�r;,•,i, r;f;'a .: h. HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE / .."ih',> MIN. iv;;:._rr,r>...,..�....,,�:tc;v' "':rr- `4,.. :31�r ' ,..pe',4•.,:%tnS:yv. s,l,:'i.•':.,, V«:'C3�;x,q- 12 (MIN.) g _4 g EFF. DEPTH A PER GRADING _; _ •. x.. :. r.• � � & DRAINAGE PLAN - -°a oa9g (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. ''�` `'-`r"' "`'"' '"`"""'`�''-�`'� �'�r'�{�" '`"'� �'`�"''` -'^ -°` _ �M::. , .�: <>.,r -��•��• DEPTH OF 0-) - - I( _ °�doo 10'0 DEEP PRECAST0 77 00 FOR SIZE) 7, USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS �� PLANTING SOIL 6X6 6&6 W.W.F °g CONCRETE LEACHING UNLESS OTHERWISE NOTED. SCARIFIED rr [ftRING - EDGE WITH NATIVE GRASS I !� Imo:' C.m£ �: ° o 0 0 0 0 0 0 0 0 I 29-6" (OR APPROVED _ "` -�: : _ _ DRAINAGE PIPE SUBGRADE C C I� as - 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING PLANTINGS (SEE PLANTING �_ k :' O O O O -- (MIN.) EQUAL REBAR) �'I -_ F = _ x,06°o DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE PLAN & DETAILS) I ' mm` jJ 0 0 0 r F1 F1- °d6d�g� III 1= GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND ( I �+ I SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF -- - 00 00000 b oo� - >x= .. : t, U L - CRUSHE �- as°� ,� =III I TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND � UPJ��I� ___ STONE .�:ao o.� L__-------- -----� HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT ', �� I� � I 00000000 5" DIA. CPEP PIP °° - PAYMENT WILL BE MADE FOR THIS OPERATION. AUG 3 2022 0 _ 00000000 r MIN. _ °Ba =11 " TYPICAL RAIN GARDEN DETAIL x -.--:- _ °-06��o°°e�° 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". Southold 1pvin GROUND odo qa°a6°gig'&6 CLEAN SAND & Planning E3i�arrl '�o OB�•8°�Oo°°980 d6 uj w co I►- �;'_4"�� WATER °d°b'°°'� "°° GRAVEL FILL N.T.S. AS APPROVED REINFORCEMENT NOTES: Q B-Am VI SECTION C-C 2' MIN. 1 O'-0" 2' BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS MIN. In NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. LEACHING BASIN DETAIL o NOTES: CLEAN FILL MATERIAL IMPORTED DATE BY DESCRIPTION APPROV. BY FROM OFF SITE SHALL BE FREE OF2. STEEL REINFORCING ON CONE SECTION 12-#2 0 1. ALL CONCRETE TO BE 4,000 P.S.I. ® 28 DAYS PRECAST BOX AS ORGANIC MATERIAL & CLAY. - VERT., 1-#3 TOP, 1-# BorroM. REVISIONS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. N.T.S. rn 2. PROVIDE PIPE OPENINGS AS REQUIRED. 0 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. TOWN 0 rr S 0 U T H 0 L D N 4. WELDED WIRE MESH ASTM A185. SUFFOLK COUNTY NY / 5. REBAR ASTM A615 GRADE 60. E -0 6. ADDITIONAL INLETS TO BE SPACED 5' APART. u U CARROLL AVENUE COTTAGES f`0 N ok 4 ' X4' CURB INLET- CATCH BASIN Pok� oFNEip N.T.S. c•�y�pNDG.o, ro SITE DETAILS F s 0 -4 * L. K. McLEAN ASSOCIATES, P.C. N y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N ^ THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBrTS Sheet NO. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS /� Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �' V) ROOFt�IONAALLEENNGNSUCH EER"MU'S'T sGN, S�F.AL DATE,ANTHE Drawn By: M F Date: JUNE 2022 � Q D DESCRI6E THE FULL EXTENT OF THE ALTERATION ON THE C) Q � DRAWING AND/OR SECTIONS7209 2T10N (NYS ED. LAW Approved By: RGD File No. 21 039.000 GENERAL NOTES: BACK FLOW PREVENTER NOTESI 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR HEATED HOT BOX =NCLOSURE SHALL. NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HUBBEL MODEL HB3NS OR APPROVED EQUAL TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL HEATED HOT BOX ENCLOSURE FEBCO MODEL LF860 AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. .9 HUBBEL MODEL HB3NS OR 4" RPZ DEVICE OR WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO 1, zol: APPROVED EQUAL ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN APPROVED EQUAL FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. I F-------------------- -- -------------- LOCATIONS ------------iLOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. i g' 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY i 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. FEBCO MODEL LF860 - i INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE 4" RPZ DEVICE OR i i GFI 8"MIN. DIRECTION OF FLOW 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. APPROVED EQUAL 3"0 MIN. DRAIN PORT i i i � AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7. THE BACKFLOW4.6 PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW ' I ® ®® I OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. 3.5 2.2 I WITH SCREEN i I (NP.EACH END) 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS TRENCH IVOTES, I i FREEZING. PER MANUFACTURERREQUIREMENTS S i 18 i 30++MIN. �_ _______ _____ ___ __ __ ____________I � 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON g• TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. i MIN. 18"MIN. i 3"0 MIN. DRAIN PORT BOTH :SIDES OF THE TRENCH PRI❑R TO EXCAVATION. CLEARANCE). WITH SCREEN " i (TYP.EACH END 2, ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING +S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED _N JL ) PROPOSED GFI OUTLET (120V CL WHENCE 10ALL CONNECTIONS, TEE TESTCOCK 6" THINK REINFORCED SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. . 6" GRADE STANDARD WITH CONDUIT, SUPPLIED DOWNSTREAM OF RPZ DEVICE. ) OPEN CONCRETE SLAB ON BY CONTRACTOR. CONTRACTOR TO COMPACTED SUBGRADE 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' 11• PROPER MAINTENANCE SHALL BE PERFORMED. PROPOSED GFI OUTLET (120V INSTALL HEIGHT TRACING AND PIPE LIFTS. STANDARD) WITH CONDUIT, SUPPLIED INSULATION ALONG ALL EXPOSED 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC BY CONTRACTOR. CONTRACTOR TO PIPE & RPZ DEVICE 4, CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATI❑N WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE 6" THINK REINFORCED EACH UTILITY INSTALLATION. INSULATION ALONG ALL EXPOSED 3/8" THREADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE 2" COPPER SPLIT RING HANGERS COMPACTED SUBGRADE 4�� DOMESTIC RPZ PLAN VIEW 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. AND 3/8" COPPER F&M PLATES OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY OR APPROVED EQUAL N.T.S. (ELECTRIC, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND OIL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. 4" DOMESTIC RPZ ELEVATION VIE W ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND INSTALLATI❑N OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION N.T.S. 1, INSTALL PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE. THE: PROPERTY LINE OR AS SHOWN ON THE PLANS. 16, THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER. 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATION AT THE POINT WHERE THE PROPOSED WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE. 17, DEVICE MUST BE LEAD FREE, NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATI❑N. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18, THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE. METERS AND BACK FLOW PREVENTION DEVICES. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICE DEPARTMENT. 19. BACK FLOW PREVENTI❑N DEVICES MUST BE TESTED ANNUALLY BY A NEW 4. THE: END OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER. FROM ANY OBSTRUCTI❑N SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 20, TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND DRIVEWAYS. THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH. FEBCO LF860 HEATED HOT BOX ENCLOSURE 5. ALL. OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE 21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 4 0 RPZ OR HUBBEL MODEL HB2-DT OR FROM WATER SERVICE. RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL APPROVED EQUAL WATERLIiVE SPECIFICATI❑NS DEPARTMENT REGULATIONS. 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IRON (CLDI) PRESSURE 22. LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO r------ --------------------- ------� PIPE. SATISFY FIELD CONDITIONS, ALL ADJUSTMENTS SHALL BE SUBJECT TO 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT. STANDARDS 3. PLASTIC PIPE SPECIFICATIONS, 23, MINIMUM CLEARANCES SHALL BE MAINTAINED. 5 MIN. 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24, ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE -4 CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INT❑ THE WORK, TO METER i 6 GF U) LINE. THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' VAULT SOFT COPPER TUBING. 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH 4_1 MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. P.S.I, (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING PRESSURE) 26, A CONTINUOUS AND UNIF❑RM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER j j PROPOSED DRAIN HOLE N 3.3. PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' VAULT AS PER S.C.W.A. DT-201 NOT ACCEPTABLE. (BRASS COUPLINGS ARE REQUIRED.) LAYERS, STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF / 3,4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE. THE BUILDING TO THE START OF THE PLASTIC PIPE. 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54'. SERVICE LINE INSPECTI❑N PROCEDURES SUPPORT •� 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN BLOCKING ❑R TIE RODS TO PREVENT MOVEMENT. d DEVICE INSPECTION WHEN Y❑UR W❑RK IS COMPLETED. (BEFORE 213OPM FOR F❑LL❑WING I Z 3/4„ THRUST ROD - TYPICAL DAY) 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE 4" C.L.D.I. TEE „ TESTED IN ACCORDANCE WITH THE LATEST EDITION OF AWWA STANDARD 4 C.L.D.I. -+J 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE 4" C.L.D.I. PIPE 0 DAY OF INSPECTION, C600, 3. IF REINSPECTION IS NECESSARY, A $25.00 FEE MUST BE PAID PRIOR TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA I, TO FACILITY REINSPECTION. STANDARD C-651-86 OR THE LATEST REVISION. f 4. LEAVE THE TRENCH OPEN, D❑ NOT BACKFILL THE TRENCH UNTIL SCWA a D. / INSPECTOR HAS APPROVED THE SERVICE LINE. 31. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER a D DISINFECTION ARE REQUIRED AT LOCATI❑NS SPECIFIED BY THE SUFFOLK 5. IF THE SERVICE LIFE INSPECTION PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES. GENERALLY, A 4 C.L.D.I. CURB WILL BE PAIN-ED BLUE. IF SERVICE INSPECTI❑N FAILS, THE END OF BACTERI❑LOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF 4" 90° ELBOW (TYP.) 4" gQ° ELBOW THE: SERVICE WILL BE PAINTED RED AND A REINSPECTION FEE OF $25.00 WATER MAIN OR PORTION THEREOF, 4" LINE VALVE WILL BE BILLED, - TYPICAL U 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTION 32. AN OPEN OR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. WATER TAP BY S.C.W.A. FAILS. ALL FEES TO BE PAID BY TO BE PAID BY CONTRACTOR ELEVATION Q) 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED CONTRACTOR IN THE WATER SERVICE TRENCH, METER STETS AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DOMESTIC WATER SERVICE W RPZ DEVICE IN HEATED ENCLOSURE DEPARTMI=NT TO HAVE THE METER SET. / HEATED 1ENCLOSURE NOTESI N.T.S. Cn Q) 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE--T-COVER, OR APPROVED EQUAL. 0 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN v ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND v MAXIMUM OF 20' FROM THE PROPERTY LINE. CONCRETE THRUST BLOCK 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. 0 TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION Q) WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE WATER MAIN Cf) POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. +- 0 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER P"' +�'�•'� "'�' Q FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. TYPICAL CURB STOP VALVE D SHOULD BE BROUGHT TO GRADE I---- ---- --=-=- I 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). AUG 3 2022 � WATER SERVICE S 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT ! BE SUBJECT TO FLOODING. Southold Town MINIMUM BURIAL 54" Planning Board r110 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB _0 (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY 0 0 0 N WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. D o 0 9. ENCLOSURE MUST BE N.Y. DESIGNATION. D o • p o o DATE BY DESCRIPTION APPROV. BY 0 N 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. D o 0 o REVISIONS 0- J) D JQ 0 TOWN OF SOUTHOLD TAPPING SLEEVE SUFFOLK COUNTY NY N4.1 CARROLL AVENUE COTTAGES N � TYPICAL WATER SERVICE - LARGER THAN 2" N NTS OFN� DOMESTIC WATER SERVICE ONO G. 10 o DETAILS co . � r �^ * L. K. McLEAN ASSOCIATES, P.C. +,,A CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSSheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS s�s°� a Designed By: M F/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGfr /� /� PROINEER. WHERE SUCH FESSIONAL ENGINEER MUST SIGN. SEATIONS L.DATE AND Drawn By: MF Date: JUNE 2022 / l , DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE l`/_ V% DRAWING AND/OR SECTIONSPECIFICATION. (NYS m. uw Approved By: RGD File No. 21 039.000 I I N/F OSPREY DOMINION CO, I_£ TRELLrs (COUNTY OF SUFFOLK DE VEL OPMEN T —�__ vrNE TREL LIS S 38°45110" E 478,73' PROGRESS 00 +°°' —+ u.o — +°° — — o +°° -� 90 t00 + oa +°0 + o°— +. — — 0 + a LIGHTING`" to a' 00 +00 } o° too +P 00 +oo + oa +oo + oo +o.o tao + a° +00 +oc lip oo +oo +o + tido o + 00 + o + o + 0e + 00 +9 oo + oo +P o° +P oo + 00 too + °° too + ao too + oo too + 00 toa + 00 too + 00 too + oo too t oo too + o° 4-00 t 00 + oo + ° + oa + o + Qoo + o + ° +P ao + o +9 o +oo + oo t90 + o L o0 +00 + 00 +00 +9 0 too +9 o +°0 + 00 +°o +C) oo +0 oo + oo + + 00 + oo +C) o° +P oo + � oo +00 t ca tno + 0o too t 00 + 00 t O oa + 00 + 00 + 00 + o° + oo + c° + 00 + o° +0° + o toc + 00 1 DATE: TYPE: ^7 _ 00 + 00 + o + 00 + + °o + 00 +� 00 + t o0 +oa + oo +o0 00� 00 toa + oo +oa t p� 00 +00 + 00 too t oa +00 t 00 +00 + o° +o° + O o0 to° + 00 400 + 0 �c + a0 +00 + 00 +00 + a0 to° I+oo + 00 +00— + too + —+°'�— °.�_ ± ° ° + �° + 4— + ° —+— 1 NAME: 0 + oo + o° + + 'tea oo + — o° + �D N =�:"�"+''f.h *� z� oo --p 00 + 00 + o0 00 0 too + +°o o° PROJECT: + 00 + 00 + oo + + o° + t o° +00 + o° +o,o + � too + 100, +00 0 on tot + o° h +0n +00 + v., srob„y.,•o,. 00 + COTTAGE o° +oc an I+ + ° tt, t °a +°° r�, o° +° �J a° +°o °° +°a + COTTAGE a° °0 + -�:.1 + °° + °° + ao + ° + 97 + + ' o° +oo + � too + .�� 05 + f'F �{fl '�{;� + 00 + + 00 +p° � 1 #¢1 t 1 °° Incandescent + f(Z "\ 00 +� y 00 00 + 1 00 + 00 0 +°° + *.:�';�x+. `; .+90 0 0 +°a fl o, o o + �} rye, o o t°o + �8 t0 z + 0 + {FF-28.2,5) + {EF=28.2$) 00 t �+' + t $1 a0 + 00 too +P „_.. •�. as + ,�. �y °° Q� ao + Co as + 1 °° P5723-71 �,..�. ;P �..�.�: .A., + 00 + lc o, + oo + A '19 + , + oo + a0 + 00 4� 0 a0 + on + l + _ 00 t00 O[0 +00 + 00 + �... o + oo + 0z ° + 00 + — + o° oo oo + Q +9,0 00 +' ao 0 00 + o° + �s + 01 0 00 00 Brookside gh,fi,;c�'"'• ,,. ;," •,.,:,,a,;; ., o V. o, ao + D, (Fp 1 A-15 05 A-11 a ao + ;...;. �k;,..:''..;.., o° +9 az t o° t a t oo O n1 + �:�.R.”- k "� o° + 1 + 00 + °° ° + ?,g o, ,2 0o Get inspired with vintage undertones reminiscent of earl 20th century ' t..31'' 0 +0c + train depots.This indoor-outdoor lantern Is aluminum with a textured 00 +oo + 0c +oo + , +° + oo t0a + oo +00 {S'�J too + oz + o° + 1 p y + oo + o, +P oo + o, + 00 o0 + c2 + 00 + + 00 + + y 2 *P c Gilded Iron finish.One-Light 12"wall lantern. 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Depth:13-1/8" o° + oo + 00 + 00 + o° + oo + ao + oo + Aluminum with a textured Gilded Iron finish +00 + 00 +0° + oo +°° + 00 +°° +0 D too + 00 +°° + D too + + • H/CTR:6-7/8" 00 +oo + 00 too + 00 ° +P 00 +oc +0 nn t0a + 00 c1 +9 00 o COTTAGE oo + • ty' 00 + o° + c° + oo + oo + o° + A � # + oo Double arm attachment forstabili 00 + ° + co + 00 + 1 c Category:Outdoor o° + o° +P o° + 00 + oo COTTAGE 01 too + Finish:Gilded Iron ainted 00 + 00 + 00 + 0 + a0 + a + z ° I+oa + ao toa + 00 +00 + Do +° +0 0 ° + oa +° {FF=28.20, 00 1+9 g ry' +P oo + o° + oo + o° + ao +00 + 00 + + o° + Construction:Aluminum Construction 00 +0° + ° +00 +P oo +°° + 00 + + oo +oo + �d12 oa + ez 00 � ) o +C) oo too +P ° too + 0 too + 00 +0 +0 (FF'=28.20) 1 a0 +00 + 00 +00 + 00 + o° +P oo '9 ° + °° o° +°° + °° too t o° +D0 } o +oo + oa +°° + 05 tot + 00 tao + 00 ;° +00 I+ o° to° + oo too + 00 too +9 to0 + 0 +°i" 00 +00 +oo + oo +00 I 00 +oa + to.a +C1 oo tao + o° too + 00 toc +P o, uo too + 0 too +0I + 00 0 +oa + 0 +00 + 00 t90 + oo tan + 0 +00 + c° t00 +9 - 00 +0° +P Ate 00 +oo + oa +00 +P 00 +00 00 +°G + 00 too +0 oo +oo + ° t a o° too t 00 Q��AG + 0 too + °° +00 4 00 +00 + n° +00 + 00 00 + 0a +00 + oo + {," 1 °° + ca + oo + o° t o° + °° +ca + �7 t°o + ° t°0 + o° +oa + °a +00 + a + .. + III + o° -�j.0�} 0° oo + oo + °o t°° +� o° too +°° + o° to.o 1 +00 �•��"11 00 + °o + 00 + °o + oo + o° + �`�� oa + o° + n0 + + 00 + oo +00 4 ° Wall mounted Pre-w red Quantity cCSAus Wet location listed 00 + oo + 00 + o° + o0 00 + Mounting strap for outlet box 6"of wire supplied One 100w max.Medium Base 1 year warranty o° + + oo + ao + 00 + n° + 0n +°D 00 +0° + 00 + o0 00 + o + oo + 00 + oa + 00 + 1 9 P PP + oo + - o0 00 +? 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BY +� too + o +°' + q11� oo + t i _ __F_ — �P too +°° tin1`0 REVISIONS O too teo + or o° +00 + '�"�D oo + 00 + 1 +90 TOWN OF SOUTHOLD 00 +00 + a + Q 00 +oo + D N too °° + taa +0a tDa +°° a0 + 4° +00 W t00 + as +°° +° �w,.� SUFFOLK COUNTY NY a0 + na +00 Da +an taa . E u) ao + D as +° Ak u: .. ( + °° + CARROLL AVENUE COTTAGES 0 U +0 +oo + o° +00 0a +oo +°° + Do D 90 P 0 oe + 00 ooQ��r� +00 + -r oQo �_j+°° + �"' oo +`' + LIL. #9 LIL. #11 /Y' 419' 0' W �s/9}'1°'8' +° +� 1�PA #1D+ 'go +co +oo +00J #1 taa +n0 +° +°° 00 + + +° 4 t °° ,�P�EOFNr PROPOSED LIGHTING PLAN BOND C o .- L. K. McLEAN ASSOCIATES, P.C. N 3 EDGE OF PAVEMENT rw— * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 (50' WIDE) t U CARRLliLIL AVENUE THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS" , 9 y MF/CFD Scale: Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS D Designed B AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S `da� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINPROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND . Drawn By: MF Date: AUGUST 2022 LT 1 DESCRIBE THEFULLERE SUCH UEXTENT OF�THE NALTERATION ONS ME MADE. THEQ / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW (n SECTION 7209-2). Approved By: RGD File No. 21 039.000 • SEE DRAWING S2 FOR ENLARGED PLAN NIF SEE DRAWING S2 FOR ENLARGED PLAN OSPREY DOMINION CD, (1-11-- I -'— ---� -:Q-�--./I I- Tl:��L (COUNTY 17F SUFFOLK DEVELOPMENT RIG141S) 77- 9-fg°4� 10±-E— 4,778,7g 29 M pMD 28 FE6) FE5) IQ 2�-? 00 (A 0� c�T5 MIN. f P"( 0 PT6 IN. \L (S ) COTTAGE /P�) COTTAGE kL J irl 1 ,�Q� Q1 \s0 rl\ kDW) fill #10 MI V 41 (FF--28.2$)5.25) I� (FT---28.25) bM7 L N.' E 7).--M W) 40 T7 Mr. k DW) 28 7 �` S f -�,I" I COTTAGE 28 fq W 28.20) COTTAGE W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES #12 (FF=28.20) 11, i " 28 26 D F T E CP kDW PROJECT k DWI LOCATION k DWI W W W- Fm5- -FS---------f' zzz —OV Pe C o' 0 W) .29 PT4 28 28 W Q O I �° \ COTTAG C,()TTAGE con,01t)", k1V 5) bkstgn W W ST4 o AAS kLP3) �� / DW 1 `a `' ` .20) t��D M 4 .2 T M3 �9�P4) 111D 0 SEE DRAWhG S2 F�R ENLARGED PLAN �FE -0 P 00� �6P — FE3) ST-3 29 COTTAGE COTTAGE ("CEN7) #7 #6 kDW (FF-28.25) 'o' ST2 (FF-28.25) LOCATION' MAP jo COTTAGE COTTAGE _rC,1W7 (P W) ru .#24 SCALE:' 1 "=500' f2l (FF-29.110) (FF-29.10) 9 M2 k D W 0V / / kLP � �K LEGEND: `DW) DW COTTAGE COTTAGE CO I PROPERTY LINE PROPOSED TRANSFORMER #22 #23 (FF-29.20) (FF-29.20) PROPOSED CONTOUR c- I C) ".' 0--1 LIGHT POLE Cn EVITF OF WOODS I � 1 1 .0 EXISTING CONTOUR D —01 tO -0- UTILITY POLE , rF,.67777� woopf-D 41 ct-", 1,71 !,,1 1 UTILITY LIGHT POLE FL MMI SOIL BORING LOCATION 0 TRAFFIC SIGNAL POLE 3: JF 0 —29— — 011 AG'E PROPOSED CONCRETE CURB (5) SANITARY MANHOLE N 40*20100'r W 355,241 CL7UNTY Of SUFFOLK GAS VALVE C S PROPOSED 8" HDPE ROOF DRAINAGE PIPE CHARLOTTE MILLER NIF D SIGN mARIa RjsA-aSDRID PROPOSED 15" (PEP DRAINAGE PIPE CONIFEROUS TREE C- 0 AND LISA A, ROSA 0 DRAINAGE MANHOLE U SEE DRAWING S3 FOR ENLARGED PLAN m PROPOSED CATCH BASIN r7 RECTANGULAR DRAIN INLET 0) 0 kDW) CROUND DRAIN INLET FEII) 0 CO tj AGE 3: 0 27 -0 7) DW1 PROPOSED 10'0 DRAINAGE LEACHING POOL FIRE HYDRANT A WATER VALVE kDW) mi Ou \ �, (P WATER METER C/) /o—, ST# @:oDo PROPOSED I/A OWTS SEPTIC TANK W/ (D TELEPHONE MANHOLE (D LP 1) \ / i DECIDUOUS TREE I I I ! 1 i DWI LP# (0 1 PROPOSED SANITARY LEACHING POOL 0 —J\ o I PT#to PROPOSED PRETREATMENT TANK co W DM# t& PROPOSED DISTRIBUTION SAMPLING MANHOLE —s— PROPOSED SANITARY PIPE o —w— PROPOSED 2" DOMESTIC WATER SERVICE TEST HOLE BY MCDONALD GEOSCIENCES ON 4-7-2022 FS PROPOSED 4" FIRE SUPPRESSION SERVICE R\E C E) —E— PROPOSED U.G. ELECTRIC 27.0 Browi silly loam OL x I 4-1 26.5 -------- AUG 3 21,122 1 co 0 Q) Southold-—I-o- w--n- E3rovn and grayisli brown silt ML Planning Board U) co 22.0 ------- 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 DATE BY DESCRIPTION APPROV. BY 0 0 29 REVISIONS TOWN OF SOUTHOLD 0 > lo, W Yellowish brown fine to medium sand SP SUFFOLK COUNTY, NY E 4(2 CARROLL AVENUE COTTAGES 1� W 0 PROPOSED OVERALL SANITARY L11 *19 LIPA OF Nrj� E P Try, PLAN —W- 3 C-- VID G.,6 W W—W—W W 17, 10.01 SITE PLAN L. K. McLEAN ASSOCIATES, P.C. SCALE: 1 "=,30' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 1Y S (HIGHEST EXPECTED GROUNDWATER = EL 5.0) 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIB Designed By: MF CFD Scale: AS NOTED Sheet No. 0 ANY PERSON FROM AI.TERING ANMING ON THE DRAWINGS Feet f-pGF f-�e'V['P AND'OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrs Aid -C UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ()-I TEST HOLE ('50 ENGINEER. WHERE SUCH ALTERATIONS ARE IMADE, THE C0 WIDE) PROFESSIONAL ENGINEER MUST SIGN. SEAL. DATE NO Drawn By: MF Date: JUNE 2022 :3 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE < N.T.S. 19, S1 CA RRL7L L A vENUE DRAW14C AND/OR IN THE SPECIFICATION (NYS ED. LAW cf) SECTION 7209-2). Approved By: RGD File No. 210,39.000 (FF28,15) ` D 1 10' MIN. INN& \ / \ / �\ MIN.DIM /— DW LP6 W 28 \ S g 81 \ ( I 11 MIN. p MIN. 6 / / I s�i 0 s , .� O 5T \ 5 j PT2 �.- \ MIN. 0� MIN. \ � \ \ 8 MIN. I .<. (� COTTAGE COTTAGE 1 `I #7 I I\ \ \ \Jf #6 / 1 i g� 1 ✓\ / (t MIN. � � L\P7 (7-28.26) p-1 (FF=28.25) 3F O ST2 /LCOTTAGE COTTA( 7) � CsM/ #110 DW #10 5 (FIF-2825) FF-28.25) \8I ' Tl�.IN. " MIN. ` DW 00 8' f / / _ 10, s �0 —� \ IN. 1 1O'MIN. (0) M2 c� \ MIN. ��M N. /FE 7 W 1 i Act 1 ?spa \ p l \ 8M I N. �• / MIN. \ s � \ 1 s 1 FE2 28.8 \ e 0 PTS \ a :0 \ LP2 I s \ / 5 -_ s COTTAGE \ \ 28 s (FF=28.20) \ �w COTTAGE \ , 1 MIN ( 28.20) 7-1 27 \ 28 N c� 1 Z / \ \ y ENLARGED SANITARY SYSTEM #3 & #4 PLAN SCALE: 1 "=15' GJ' ai o 0 15 30 UF�F�C1 L K \�� ` I M\N � � \ /2�/ N J/ � � AGS Feet I / c® \ \ \ C8I s s ( 28.a) - - - - - - - - - - PT 1 �s�5' / o D � \ � 0 �'� l 8'MIN.y 5'MIN' \ \ 1 \ ^ 1 f / LP5 DM \ H _ FE5 c 1 ! _ _ 0 —1 5' \ I00 ° rp MIN• / � /lam QST DW I \ � FE1 \) 10 U) 8' 0 ST 1 011 BOE cn5- I MI .801 h� s N. a 1 / DW I \ �0 mi qR MIN c- LP1 10 ° DW Q) ♦ u \ / DW ENLARGED SANITARY SYSTEM 1 & 2 PLAN \ `�-'// \ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SCALE: 1 "=15' \ / O° 0 15 30 s Feet \ cn LEGEND: ---- PROPERTY LINE � PROPOSED TRANSFORMER \� ° 10 PROPOSED CONTOUR > \ ° Y 0-, LIGHT POLE \ 4 � – SEWAGE DISPOSAL SYSTEM DESIGN –11.0 – – EXISTING CONTOUR -pw UTILITY POLE SITE SANITARY FLOW ALLOWABLE ° UTILITY LIGHT POLE \ ° SOIL BORING LOCATION 0 TRAFFIC SIGNAL POLE (POPULATION DENSITY EQUIVALENT) / '_ cn PROPOSED CONCRETE CURB 0 SANITARY MANHOLE USE 600 GPD/ACRE XGROUNDWATER MANAM4.90 ACRES IV 2,940 ENT90 0 GPD(60 GPACRE) AUG 3 2152l —o PROPOSED 8" HDPE ROOF DRAINAGE PIPE GAS VALVE PROPOSED DESIGN FLOW ENLARGED SANITARY SYSTEM 5 PLAN _. coIGN Soutl1oTclVl own Phi CONIFEROUS TREE 24 PROPOSED 600 SF HOUSING UNITS PROPOSED DESIGN FLOW FOR 2 BUILDING SYSTEMS SCALE: 1 "=15' Planning Board ° PROPOSED 15 CPEP DRAINAGE PIPE ' (0 CB ca DRAINAGE MANHOLE DESIGN SEWAGE FLOW RATE: 451-600 SF = 150 GPD/UNIT (SYSTEMS 5 & 6� 0 15 30 Feet o ® PROPOSED CATCH BASIN r RECTANGULAR DRAIN INLET TOTAL SITE DAILY FLOW: FLOW PER 2 BUILDINGS = 2 BLDG. X 150 GPD/UNIT = 300 GPD 0 r ROUND DRAIN INLET DATE BY DESCRIPTION APPROV. BY DWS PROPOSED 10'0 DRAINAGE LEACHING POOL FIRE HYDRANT 24 UNITS X 150 GPD/UNIT = 3,600 GPD SEPTIC TANK 2 BUILDING SYSTEMS REQUIRED: 300 GPD REVISIONS o WATER VALVE PROPOSED DESIGN FLOW FOR 4 BUIDLING SYSTEMS PROVIDED: FujiClean CEN 5 I/A SEPTIC TANK = 500 GPD TOWN 0 F S 0 U T H 0 L D WATER METER (SYSTEMS 1. 2. 3. 4 & 71 j ST# �a� PROPOSED IAA OWTS SEPTIC TANK W/ LEACHING POOL 2 BUILDINGS SYSTEMS (DTELEPHONE MANHOLE FLOW PER 4 BUILDINGS = 4 BLDG X 150 GPD/UNIT = 600 GPD SUFFOLK COUNTY NY E DECIDUOUS TREE SEPTREQUIRED: 300 GPD / 1.5 GPD/SF = 200 SF IC TANK 4 BUILDING SYSTEMS 200 SF / 31.4 SF/LEACHING POOL = 6.37 VF ° LP# �.? 1 PROPOSED SANITARY LEACHING POOL CARROLL AVENUE COTTAGES O / REQUIRED: 600 GPD PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH LEACHING POOLS = 7.67 VF 0-) n PROVIDED: (1) FujiClean CEN 7 I/A SEPTIC TANK = 700 GPD Q) # LEACHING POOL 4 BUILDING SYSTEMS PT (� �1 PROPOSED PRETREATMENT TANK FUTURE EXPANSION 2 BUILDING SYSTEMS '�E�FN£ / 1.5 GPD SF = 400 SF REQUIRED: 50� �P �r ENLARGED SANITARY PLAN 1 E REQUIRED: 600 GPD / OF LEACHING CAPACITY CD y�OND 6, N 400 SF / 31.4 SF/LEACHING POOL = 12.7 VF PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH CONCRETE LEACHING POOLS N � DM# (01 PROPOSED DISTRIBUTION/SAMPLING MANHOLE O ,� `� PROVIDED: (1) 10'0 x 13.67' EFF. DEPTH LEACHING POOLS = 13.67 VF TOTAL DENSITY VS. ALLOWABLE DENSITY N r- r � � `" * L. K. McLEAN ASSOCIATES, P.C. ^ s PROPOSED SANITARY PIPE FUTURE EXPANSION 4 BUILDING SYSTEMS ACTUAL DENSITY: 3,600 GPDCONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N ° W- PROPOSED 2" DOMESTIC WATER SERVICE ALLOWABLE SEWAGE DENSITY: 2,940 GPD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS uREQUIRED: 50% OF LEACHING CAPACITY ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �A� Designed By: MF/CFD Scale: AS NOTED Sheet No. — — PROPOSED 4" FIRE SUPPRESSION SERVICE PROVIDED: (1) 10'0 x 13.67' EFF. DEPTH CONCRETE LEACHING POOLS 2 940 GPD - 3,600 GPD = 660 GPD OVER DENSITY UANDNDER THE DIRECTION OF A LICENSEDOR THE ACCOMPANYING OPROFESSIONAL ( ) ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE Drawn By: M F Date: JUNE 2022 PROFESSIONAL ENGINEER MUSE SIGN, SEAL DATE AND ... , DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE ^�// Q E PROPOSED U.G. ELECTRIC DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW LLL SECTION 7209-2). Approved By: RGD File No. 21 039.000 COtiPG�- �_f 3 \ LEGEND: ".--'-% � Z$ 3 \ \ ---- PROPERTY LINE PROPOSED TRANSFORMER iDW `�� 10 PROPOSED CONTOUR ME 0-1 LIGHT POLE 1 .0 — — EXISTING CONTOUR -0 UTILITY POLE UTILITY LIGHT POLE DW � � �w w w SOIL BORING LOCATION w / 0 TRAFFIC SIGNAL POLE PROPOSED CONCRETE CURB (D SANITARY MANHOLE vr� � —o PROPOSED 8 HDPE ROOF DRAINAGE PIPE a GAS VALVE SIGN I - PROPOSED 15 CONIFEROUS TREE CPEP DRAINAGE PIPE a DRAINAGE MANHOLE ®M1 CATCH BASIN PROPOSED CA RECTANGULAR DRAIN INLET I ROUND DRAIN INLET \DWS PROPOSED 10'0 DRAINAGE LEACHING POOL FIRE HYDRANT WATER VALVE PT4 WATER METER ST# @:o] PROPOSED I/A OWTS SEPTIC TANK W/ s� �\ \ 2g 25 TELEPHONE MANHOLE �0 , 2� 28— Ji DECIDUOUS TREE 28 LP# to PROPOSED SANITARY LEACHING POOL C PT#(` `1 PROPOSED PRETREATMENT TANK w w w w w w w J D M# (` PROPOSED DISTRIBUTION/SAMPLING MANHOLE 1 s PROPOSED SANITARY PIPE W— PROPOSED 2" DOMESTIC WATER SERVICE (c�T 1,© �a, w O T4 i LP3 PROPOSED 4" FIRE SUPPRESSION SERVICE Y�) —F— 0;079 /E �09 DM4 e PROPOSED U.G. ELECTRIC MIN. / _ CpttAG �0' FE \II OO !/ FE3 \ �o l 29 41 DW \ � � , COTTAGE D �V /b COTTAGE #24 #21 (FF=29.10) (FF 29.10) ��0 N I ( PT3 0 s s s s s O U) N \ DW U) 1 DW J C 3: \ ��,�' COTTAGE #23GE 1 # 4-1 U a C- EDGE OF �100DS OI o 0 U I •® ��//(/Y-Y— x(7/- (7) .(„� 1 --V / FF,( L f J; , \ Y� L1 L_.f J,/E.L/ ”' Q �'^t}, 'Y'f, •"f&``�.' 2� f+s t�` V ENLARGED SANITARY SYSTEM # 6 & #7 PLAN SCALE: 1 "=15' � 0 15 30 Feet 4. O U O 4- O U SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES co AUG 3 ?_022 :,outhoE3 Town - :fanning Board O — ---- . Q DATE BY DESCRIPTION APPROV. BY 0 REVISIONS TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NY E 4- C ARROLL AVENUE COTTAGES 0 0 ��Cr NEW ENLARGED SANITARY PLAN 2 D G. N 0 ,..s L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS h, f ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS f P,,��, Sheet No. AND/OR THE ACCOMPANYING LICENSE PR UNLESS IT'S Designed B AS NOTED 0 � UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 9 y� MF CFD Scale: -C- ENGINEER, WHERE SUCH ALTERATIONS ARE MME, THE (n PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Q / DRAWING AND/OR IN THE SPF THE (M5 ED. LTW '111 Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE S3 SECTION 72D9-2). Approved By: RGD File No. 21 039.000 J POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, PVC PIPE FROM MAC "R" PLASTIC COVER WITH TUF 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL TRAFFIC BEARING, HEAVY DUTY CAST PROPOSED U.G. BLOWER TO AIR INTAKE SAFETY LID (TYP. FOR IRON FRAME AND COVER WATERTIGHT, ELECTRIC AS PER MANUFACTURER'S ALL 3) FUJI CLEAN CONTROLLER AND ALARM PANEL. BOLTED LIDS WITH GASKETS TO REQUIREMENTS PROPOSED MAC "R" R15011 AIR BLOWERS (2). POWER GRADE. CONNECTION TO BE HARDWIRED TO CONTROLLER AS PER IR SCDHS & MANUFACTURERS REQUIREMENTS. 24"0 (2" MIN.) HDPE VENT W/ CHARCOAL FILTER 18" MIN. 2'-s MAX. ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. A A 11 A A A AE E E FRESH AIR INTAKE PIPE W/ SCREEN 2.5'MAX. -v v v 2'MAX. CHIMNEY SEE SITE PLAN f CLEANOUT & EXTERIOR DECK PLATEF.F. ELEVATIT FLUSH WITH GRADE 8" 24" 24" _ 8" TRAFFIC BEARING v PROPOSED U.G. ELECTRIC 6 12" SLAB -- - -- - -- - - - - - - - PROPOSED 4" ` A A A A _A-A A A- -E- 1'-8" SDR35 PVC A v v v E PROPOSED 4" SDR35 PVC PIPE 1 g" PIPE @ J" PER FOOT MIN. TO ® J" PER FOOT MIN. FROM 5,_0�� PROPOSED 4" PROPOSED 4" PRETREATMENT TANK & A" PER 8" SDR35 PVC SDR35 PVC PIPE DISTRIBUTION FOOT FROM GREASE TRAP 4'-0" PIPE ® LEACHING MIN. 4 DIA. (EFF. DEPTH) PER FOOT © " MIN. FROM PER FOOT POOL SDR 35 PVC PIPE MIN. TO PRETREATMENT DISTRIBUTION TANK � CAST IRON PIPE TO TIE PITCHED MIN' 1/4" LEACHING a INTO EXISTING PIPE THAT PER 1 4 POOL EXISTS THE EXISTING FOUNDATION WALL 6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT TO BE 2' BELOW FINISHED FLOOR I-" 10'0 - A' PROPOSED FOUNDATION I A OWTS FUJI CLEAN CEN5ZCEN7 PRETREATMENT TANK N.T.S. HEAVY DUTY & LOCKING CAST IRON SCUM MFFL B CHAMBER Volume(gal) BUILDING CONNECTION COVER TO GRADE. 7 -2-g" 7 Q1 Sedimentation Chamber 397 " Z'-8$" '-1" Q Anaerobic Filtration Chamber 396 CLEAN 0 U T 3 Aerobic Contact Filtration Chamber 181 IR LIFT UMP Clarification Chamber 90 SANITARY SYSTEM ELEVATIONS © AIR LIFT PUMP Disinfection Chamber 6 ,-DISINFECTION Total Volume 1069 2'-0' MAX. 2'-6" MAX. CYLINDER(OPTIONAL) 8" THICK TRAFFIC 4"INLET PIP 4"OUTLET PIPE SPECIFICATIONS BOTTOM 0 F BEARING SLAB STRUCTURE RIM INVERT INVERT Iq� a !A Anaerobic Media PP/PE STRUCTURE 4'-84" Board Type Aerobic Media PVC/PP/PE NUMBER ELEVATION (I N) (OUT) © Aerobic Media PP/PE ELEVATION Blower 3.5cfm -- '---EFFLUENT Tank FRP 1 28.25 26.24 25.74 2 1 .24 MIN. 4" DIA. INLET BAFFL AIR LIFT PUMP Piping PVC/PP/PE PT2 28.27 25.77 2.5.2.7 20 .77 SDR 35 PVC PIPE O Access Covers Plastic/Cast Iron 1 Disinfectant(Optional) Chlorine Tablets PT 3 28.62 26.94 26.4-4 21 .94 PITCHED MIN. HEAVY DUTY, WATERTIGHT, TRAFFIC LOW BAFFLE 1/8" PER 1' PT4 28 .80 2. 6.94 26 .44 21 .94 ' BEARING AND LOCKING FRAME & END CAP TYPE RECIRCULATION PIP 3/4"AIR INTAKE(CLEANING OPENING) B P T 5 29.40 27.70 2 7.2 0 2 2 .7 0 COVER TO GRADE TOP OF RIM LEVELING DEVICE FLOW OPENING(TYP. PLAN VIEW P T 6 28.60 26.90 26.40 2 1 .90 PT7 28. 10 2.5.60 25. 10 20 .60 I ,-DISINFECTION 24"ACCESS COVER STI 28 . 10 25.22 25 .05 20 . 13 18"ACCESS COVER 18"ACCESS COVE 24"ACCESS COVER CYLINDER(OPTIONAL) (TYP) (TYP) (TYP) S T 2 28 .35 25.07 24 .90 19 .98 LOW OPENING T- MIN. 4" DIA. ST3 28.80 25.44 25 .27 20 .35 g" Q _ _- T SDR 35 PVC PIPE L 4' MAX < 113 PITCHED MIN. MIN. 4" DIA 4 4 1 -1-" CARD TYPE ST4 28 .90 25.41 25.24 20.32 - ST5 29 .40 27.04 26.87 22 .61 1/8" PER 1' SDR 35 PVC PIPE ir) - w� va NTA EDTA (n 5" OUTLET INBVEERT PITCHED MIN. N 1/8" PER 1ST6 28 .50 26.24 26.07 21 .81 .0 ' 4� 2" MIN. ST7 27.90 24.85 2_4.68 1 9 .76 © ECIRCULATION D M I 28 . 17 24.99 24.82 23 .98 AIR LIFT PUMP s 6'-04" O1 6'-04" DM2 28 .40 24.80 24.63 23 .79 q 71:-f _ 13.67' (4 BEDROOM SYSTEMS) 5'-1" 4'-11" 1 4'-1 " D M 3 28 .70 25. 17 25 .00 24 . 16 C) 4'0 I 4.67' (2 BEDROOM SYTEMS) D M 4 2 8 .7 0 25. 14 2 4.9 7 24. 13 cn (EFF. DEPTH) 3 03 AEROBIC MEDIA D M 5 2 9 .3 0 2 6.7 7 2 6 .6 0 2 5 .7 6 ° DISTRUBUTION SAMLING MANHOLE AERATION ASSEMBLY DM6 28 .40 25.97 25-80 24 .96 DM7 27.80 24.58 24.41 23 .57 -�� LP1 28 . 10 24.68 24- 18 10.51 I SECTION A-A VIEW +-' 3,p' SECTION B-B VIEW LP2 27.95 24.49 23.99 10 .32 (MIN.) LP3 28 .20 24.79 24 .29 10 .62 4_13;0�: . COLLAR PROPOSED I/A O.W.T.S. FUJI CLEAN CEN 7 700 GALLON L P 4 2 8 .2 0 24 .75 2 4 .2 5 1 0 .5 8 O (MfN.). . N.T.S. U L P 5 2 9.2 0 2 6.4 0 2 5 .9 0 1 9 .2 3 COLLAR. ,..'.. LP6 28 .40 25.60 25. 10 18 .43 LP7 27.60 24.21 23.71 10 .04 SCUM BAFFLE B CHAMBER Volume(gal) > 6'. M 7'-103" . IN PENETRATION mentation Chamber 277 3', MIN: -ABOVE HIGHEST: INT 2'-101" 2471.. _03.. 1 Sedimentation EXPECTFp G OUNDWATEf O':A VIRGIN Anaerobic Filtration Chamber 278 S I 4 4 Q Aerobic Contact Filtration Chamber 127 � I.... . ,. TRATA."OF SAND..:& , ECIRCULATION ® Clarification Chamber 63 .GRAVEL' AIR LIFT PUMP Disinfection Chamber 4 : -DISINFECTION 0 HIGHEST EXPECTED WATER ELEV.=5.00'L L. - -. " J; (3 CYLINDER(OPTIONAL) Total Volume 749 O 4"INLET PI 4"OUTLET PIPE BACKFILL MATERIAL SPECIFICATIONS CLEAN SAND AND 4�_0� � A q A Anaerobic Media PP/PE �- � 4 Board Type Aerobic Media PVC/PP/PE U) GRAVEL Aerobic Media PP/PE Q) Blower 2.8 cfm CP FFLUENT ® AIR LIFT PUMP Tank FRP INLET BAFF Q Piping PVC/PP/PE O 0 TYPICAL LEACHING POOL � Access Covers Plastic/Cast Iron �U7 N.T.S. Disinfectant(Optional) Chlorine Tablets RECIRCULATION PIP (CLEANING OPENING) r^+ LOW BAFFLE 3/4"AIR INTAKE ------ U B --- - FLOW OPENING(TYP �, 1 ; LJ PLAN VIEW � `� 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER ISINFECTION 24"ACCESS COVER AUG 3 2022 (n (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) LOW OPENING i F SouthcT Toia a� V) 1 -� Planning Board +, 1'-2" r--BOARD TYPE O H vn CONTACT EDTA Q U L DATE BY DESCRIPTION APPROV. BY REVISIONS � 5'-5" 5'-5" ® ECIRCULATION AIR LIFT PUMP TOWN O F S O U T H O L D 0 4'-4$° 4'-s8" " 4'-28SUFFOLK COUNTY NY N O U ° ° 3 AEROBIC MEDIA CARROLL AVENUE COTTAGES d- a) O AERATION ASSEMBLY 00 % SECTION VIEW S0o �£�f SANITARY DETAILS i SECTION B-B VIEW N - F__ �;� * L. K. McLEAN ASSOCIATES, P.C. 4- PROPOSED I/A O.W.T.S. FUJI CLEAN CEN 5 500 GALLON n �x CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � N.T.S. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ��e Designed By: MF�CFD Scale: AS NOTED N AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS R'S 00 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 6 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE DESCRIBE TION FULL ENGINEER MUDffEOFT TSIGN, SEAL. DATE AND HE ALTERATION ON THE � (�� Drawn By: MF Date: JUNE 2022 D Cf) DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S4 Q --� SECTION 7209-2). Approved By: RGD File No. 21039.000 Cn 6 5 4 3 2 1 Speclflcatlons Model MAC60RII MAC80RII MAC100RII 6 3/8" Air Flow Votume CFM --2_i__ —_2_8 _ _-3_5 — ( 161 ) L/min 60 80 100 Normal Pressure PSI____2.2 _ —_2_2 — __2_6 — kPa 15 15 18 D - O Rated Voltage V AC120 D O Frequency Hz 60 Power Consumption W 37 51 74 Weight lbs. APProx. 11 APProx, ll Approx, ll kg APProx.5 APProx.5 APProx.5 Outlet Pipe Diameter Inch 3/4" C', —— — — —— Power Cord Length Inch 6'2' °D UL file number E341420 Country of origin Japan Installation / Operation & Maintenance Notes- C — blower an leveled sound base- Ensure adequate ventttatlon and protect against direct sunlight- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O I O — Inspect and clean Internal air filter once every 3 months. — Recommend diaphragm / valve assembly replacement once every VISUAL 12 months. BEACON SYSTEM (Nate: a torn diaphragm will trigger the Automatic—Stop function.)N < CONTROLLER ALARM 1 1/4' — Please make sure to follow the Instruction manual.(33) (FASTEN TO BUILDING) CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE ELECTRICAL & CONTROL TO BLOWER FINISHED e CONTROL WIRING TO OWTS GRADE 1. .. �� MAC "R" AIR BLOWER TO BE {' : :; ,,"} - RED BRICK & MORTAR MIN. OF TWO a�' ADJUST TO GRADE WITH N.J. SHALE �� #10-32 HARDWIRED TO CONTROL PANEL N— TO "`' -` ' COURSES & MAX. OF 15") ELECTRICAL z 6" LAYER OF STONE SUPPLY COMPRESSED AIR LINE TO OWTS MAINTAIN MIN. 6" SEPARATION GFI RECEPTACLE lI I BETWEEN BRICKWORK AND STRUCTURE MOUNTED ON INSULATED BLOWER ENCLOSURE SEE I I I I BUILDING PROFILES 4 3/8 1 1/4•L > 4 3/8 > 4"DIA. SDR 35 PVC PIPE ( 110) (31 ,5) 110) ++ A A 6 CONCRETE BLOWER PAD 4" DIA. 30' ELBOW All drawing measurements in inches(mm), TITLE APPROVAL DATE 05-10-2017 GRADE ° MAC60R1[/SORII/100R)( 1-71 SIZE A3 ISCALE 2:5 ° 4"X4"X4" 60' WYE BRANCH ��; C DWG NO T10009Z1—H4 6 1 5 1 4 3 2 1 FK1-0084-11 FLOW 4• DIA. 4' Dia FLOW SDR-35 SDR-35 CONTROL PANEL & BLOWER DETAIL N.T.S. TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL N.T.S. vi 4.1 a� Q 0 t� A \/ A sro 3 ° INDOORS I OUTDOORS 1\� O U POWER I CONTROL PANEL IN NEMA OWTS CONTROL PANEL A �✓" A ova PANEL I 4X ENCLOSURE GROUND 1 LUG / N 4 23 7 5 6 G A„� NO FIELD N ONE 20A, 1—POLE CIRCUIT I CONNECTION �. _- _- U BREAKER IN EXISTING PANEL 2oA ALL WIRING SHALL BE 7-1 I I INSTALLED INSIDE SCHEDULE 80 PVC CONDUIT & SIZED AS oI I I REQUIRED. O COMPR. j I 0 I 1.724 FINISHED GRADE aD 565.763 7.078 019.918 ON—SITE WASTEWATER M TREATMENT SYSTEM - PUMP --i— ALARPA EFFLUENT — FLOAT FLOAT PUMP SWITCH -- 1.751 SECTION A—A �� + U SWITCH U q�5.76 9.078 PROPOSED TUF—TITE 20 SAFETY LID AUG 32022 C) OWTS SINGLE LINE DIAGRAM X23.9, N.T.S. SECTION A—A N T S -_ 9 utho`!d To_wn., Planning Board Q PROPOSED TUF—TITE 24" SAFETY LID 1n O N .T. S. DATE BY DESCRIPTION APPROV. BY o REVISIONS TOWN OF SOUTHOLD N SUFFOLK COUNTY NY CARROLL AVENUE COTTAGES . . o 0 OF N 0 SANITARY ELECTRICAL DETAILS % ND G,�� p N � * �P • 9r"* L. K. McLEAN ASSOCIATES, P.C. O '� r CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N n THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS j Designed By: MF/CFD Scale' AS NOTED N AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS O UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 0 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE ^ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND V Drawn By: MF Date: JUNE 2022 `J DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 10 Q / DRAWING AND/OR SECTIONIN THE 7209-2). SPECIFICATION (NYS M. uw Approved By: RGD File No. 21 039.000 Ln IV/t PLANTING NOTES: FERTILIZER/PEST MANAGEMENT NOTES: 0SP/r )l D0,`41NION CE% 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. (CELJNTY _f7F_ SUFFE71-K VEVELOP�I�W- r-ILY i,,., "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED 11 79'_-- BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE 95 Jv S 38"45110-' E 478,73' 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED PROHIBITED. i UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM 000000000 -0000000000M PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. )WATER CONTROLS, PONDINGIS PROHIBITED. K4 1 C c7A 5 Vd3aF-,, 1 gAB F 1 CcAL f 4, + 41 41 + 1 [5'�AOAB 5 BB - 4' 15 VdBEI 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. , 3B . . . . . . . . . -c 0 *111 CcAl---,-, IE3E3 SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. 2 I 0 1 ,4, 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE 5 Vd13I3 o6 5' 41 4, 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. Q 6 FxC '00 + 11, AND SURFACES NOT PLANTED. -1_Z 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT � w w w W ww w w wW �:. 9 .y, .y, 3 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN (WIN), 50 4v CO .1; Arn u + COTTA E COTTAGE WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR ` ' 5 4 AmKI w w .t,2w IgcswwOr wv.t�2 ,i,g r 4 PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY ,, Ke,, uz, 4p4:I q, #11 12 IgS #10 IN SOIL TEMPERATURES ABOVE 55- F, AND WILL PREVENT NITROGEN LEACHING. d3 *' _�CIL9 &I (FF=28.25) (FF=28.25) INCREASE ITS WATER-HOLDING CAPACITY. + 0"' 4, .41 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE 2 KI e "q 0 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL 4 00 4i PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER 4 KI 7 Am 2 KI —4' 1,000 SQUARE FEET PER YEAR IS PERMITTED. + -"12 Igs],12, Igs ;0 4, 12 Iqs 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY 12 IgS' F16 IOj 7 Am 2 KI 4' 12 IgS 0 0 THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED I�7 UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN 12 1 SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE 8 FxC 3 FxC DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD 1 AgAB COTTAGE REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS 1 CcA APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR 4 AV 4 AV 5 VdBI3 #9 IN THE PRODUCT, E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE 4, %, COTTAG (FF=28.20) LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 Cm #12 6' PLANNING BOARD. 7 Am 1 CcA (FF=28.20) _C� MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST tdBB FTg 91 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE INDICATES IT IS NECESSARY. 4 IgC + F6 IgCj—� OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED 12 IgS 12 IgS FROM THE CENTER OF THE TREE. 41 4� 1 AgAB tws'w ww °5 1 Hn w w %`.>t;�.k`: *` "•a.'. ':;4<`.x`t,.„h;....s;s,.^'';t`" `_."X.t*'""'�" "�::f ;� FKM_±�/ � 12' � 7 14, Hh 17 15 v6BBF ,,, W CO9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) 4 AV FTgAEiI- SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161-44 4 11 AgABF:� I CcA 91 _Xg 7 1<� AB A THRU K. AS DETAILED AND SPECIFIED. L5 5 VdBB B 5 Vd8B VdBB 20 IgC 95 Jv 2 10. PARKING AREAS SHALL HAVE A MINIMUM OF A 4' WIDE LANDSCAPED Cm 5 Cm 12 Igs AREA AROUND THE PERIMETER. P LAN T MATE R IAL L I S T 10 Igs 1 A - vgAB 5 `0 SYMBOL KEY QUANT. BOTANICAL NAME 41 BB COMMON NAME SIZE & TYPE SPACING NOTES 14 IgC 5 AgAB 20 AMELANCHIER AUTUMN BRILLANCE 2"-2.5- AS DECIDUOUS Ca I I 5 Hh 19 IgC SERVICEBERRY SHOWN SMALL TREE GRANDIFLORA x AUTUMN CAL. 311, is 5 FxC SEED MIX NO. I RAIN GARDEN ZSTORMWATER RETENTION AREA: BRILLANCE 0 7, (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) CcA WHITEBUD REDBUD 2"-2.599 AS DECIDUOUS Z 04N 1�. * - I- �..E _,77 - (WHERE NO MOWING IS ANTICIPATED) (D 18 CERCIS CANADENSIS 9 COTTAG COTTAGE 0 'ALBA' CAL. SHOWN SMALL TREE C 4, #5 5.00 LBS. - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM FF=28.15) (FF=28.15) 41 1, e (FF=28.15) - CHASMANTHIUM LATIFOLIUM - RIVER OATS JV 390 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10' O.0 TALL 4 Am 1W? 114, 1-1 3.00 LBS. CONTAINER EVERGREEN 4 AV 5 Hh 1 CcA - ELYMUS RIPARIUS - RIVERBANK WILDRYE HEDGE KI 4�_ 2.00 LBS. 01 2 KI -4' 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER 95 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING g1v 6 Am Am 71 zq 20) �-E79 F--= I I F_= - r - - / 12 IgS 41 41 2.00 LBS. - CAREX SQUARROSA - SQUARROSE SEDGE CONTAINER SHRUB z V0�k 0* 4, 1W q, - - - 1 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE L wl Z, �rl 2.00 LBS. - LIATRIS SPICATA - MARSH DENSE BLAZING STAR 2 IgSI 0* 0 16, 6 13 111 C r-2 0 41 .41 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN FxC 103 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 12 IgS ?-u 12 IgS 011 _Q 2.00 LBS. - SENNA HEBECARPA - WILD SENNA 'COURTASOL- TIDE CONTAINER LOW SHRUB 7 FxC -k -k COTTAGE 4' 77Mq 41 7 #7 p #6 ;111 .41 p W 2.00 LBS. - COREOPSIS LANCEOLATA LANCELEAF COREOPSIS 4 KI 0 41 1p 2.00 LBS. - ANDROPOGON GERARDII BIG BLUESTEM VdBB 190 VIBURNUM DENTATUM BLUE BLAZE #5 5' O.C. FRUITING (FF=28.25) 9 w (FF=28.25) 41 41 0 14 41 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB COTTAGE P, 41 1 .00 LBS. - ASCLEPIAS INCARNATE SWAMP MILKWEED COTTAGE -k #24 1 .00 LBS. - ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER IgC 156 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE #21 0 (FF=29.10) 3 : 4- CONTAINER FLOWERING -29.10) 2"� 12 IgS 5 1 .00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO OR ALT. KALMIA OR ALT. MOUNTAIN (FF 0 0 -A, 011 NGIL -1 * + 1 .00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER EVERGREEN 1 A 4 KI 2 KI 41 11A LATIFOLIA LAUREL v 4' 12 IgS 1 .00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT IgS 558 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY OBB 4 Am ILI #Ar 11, 18"-24"' 3' O.C. COMPACT 6 FxC 12 IaS - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT HT., B&B EVERGREEN 12 qS1 1 .00 LBS. 1 .00 LBS. - VERBENS HASTATE - BLUE VERVAIN ChP 22 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' O.C. COMPACT 12 IgS 11 CCA —15 Vd HARRINGTO A PLANIA CONTAINER EVERGREENm q, 1, 1 .00 LBS. - ZIZA AUREA - GOLDEN ALEXANDERS JAPANESE PLUM YEW, ", + 4, OR ALT. TAXUS X MEDIA C *4' COTTAGE 'P 1�1 W � 1 A8A13 FT9-c+---\ 1 .00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS 'HICKSII' OR ALT. HICKS YEW u COTTAGE Am 5 v BB 1 .00 LBS. - SOLIDAGO JUNCEA - EARLY GOLDENROD n #22 #23 41 2 KI 5' O.C. FLOWERING �FF-29.20) krr-Lts. I KI 144 KALMIA LATIFOLIA MOUNTAIN LAUREL #5 _t111T 19S1 IgSI 1 A8AB 41 41 41 5 FxC 4 KI 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER CONTAINER EVERGREEN 5 v 13B, 12 Igs I& 1 1 ,000 SQ. FF. 10195 29' Av 50 ANDROPOGON VIRGINICUS BROOMSEDGE BLUESTEM 2,-3, HT., 3* O.C. *ry N ry—rry � (NATIVE GRASS) 2 GAL. 4' 0 61317D!7p Aft CONTAINER Cm 30 CHRYSOPSIS MARIANA MARYLAND 1 -2' HT., 3' O.C. 72 Jv S ()E8D GOLDENASTER (NATIVE 2 GAL. cn k, 7 W 3,55,24"' 4 KI PERENNIAL) CONTAINER NIF N 40*20100- 60!--- C2 KI Hh 30 HELIOPSIS HELIANTHOIDES SMOOTH OXEYE V-3' HT., 3' O.C. NIF jp OC8) (NATIVE PERENNIAL) 2 GAL. 4 KI M 2 CONTAINER 6 Am Z AND LISA A, 9 • RAIN GARDEN/STORMWATER RETENTIO� 3's DEPTH MULCHED PLANTING BEDS AS 29' AREA (3,800 SF) SPEC. (31,165 SF) 9 4_1 DISPERSE EACH ROOT MASS INTO AMENDED 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE NATURALIZED TURF AREAS (WHERE MOWING IS C_ TOPSOIL STAGGER PLANTS THROUGH OUT (01 0 PLANTING BED. WATER IMMEDIATELY AFTER O.�TA&,GIVE. PLAN71NG (TYP.) * 0, + C #1 ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS 12 IgS 2* TO 3' MULCH AS SPEC. 6 FxC C�s (105,890 SF) COLUMNAR EVERGREEN 3' HIGH SAUCER FINISHED GRADE 3: PROPOSED AREAS SLOPED GREATER THAN 107. TO RECEIVE 4" DEPTH NATIVE TOPSOIL FROM _0 DUG AS PER RECENT (TYP-) STANDARDS FOR ON-SITE ONLY, NATIVE SEED MIX AND EROSION CONTROL MAT AS SPEC. (2,222 SF) - NURSERY STOCK AS PLANTING SOIL AS SPEC. PUBLISHED BY THE > AMERICAN NURSERY& (MIN.4-TO 6- DEPTH) NOTE: LANDSCAPE ASSOCIATION HIGH SAUCER (TYP.) DIG 2'(MIN.) DEPTH 'FT _D 4 4, 4, E 0 TEST HOLE TO VERIFY ROOT MASS WELL DRAINED co TOP OF ROOT CROWN SHALL SUBGRADE MATERIAL 2 3* MULCH AS SPEC. 1 Igs (WELL Q) NOT BE MORE THAN 2" TAMPED POROUS REQUIRED TREES AT ROAD FRONTAGE: SEED MIX FOR NATIVE NATURALIZED RALIZED TURF AREAS: AUG 3 2022 0-) BELOW SOIL UNE DRAINED) V 1313 3 MIN. SUBGRADE Q, 0 TOP OF ROOT MASS AND NG BE JI J�r (WHERE MOWING IS ANTICIPATEDA FLARE OF TRUNK TO BE F-1 7-c A-1 REQUIRED: 1 TREE (2 MIN) PER 40' OF FRONTAGE SUGHTLY ABOVE south-0--id-To'-w-n- SURROUNDING GRADE GROUNDCOVER PLANTING L5 _Vd'38F_w 1 CcA 1 X 189.58 = 4.74 SAY 5 PLANTING IL ly, ;gy 'k 5 VdB 0 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE Planning Board AS SPEC. FINISHED GRADE N.T.S. 235' PROVIDED: 5 TREES I__ 3 MIN. q, .33.0% - FESTUCA OVINA - SHEEP FESCUE FRwwr11 ChP, w w w w REQUIRED INTERIOR TREES: 10.07. - FESTUCA BREVIPILA, 'BEACON' - HARD FESCUE, -BEACON- co 4, w 4, Q) NOTE: DISPERSE EACH ROOT MASS INTO PLANTING 46 Jv 1p, + 4' 5.0% - FESTUCA OVINA VAR. DURIUSCULA, 'RHINO' - HARD FESCUE, -RHINO- TAMPED POROUS DIG 2'(MIN.) SOIL. STAGGER PLANTS THROUGH OUT w11 AaAB REQUIRED: 1 TREE (2"MIN. CALIPER) PER 10 STALLS 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA), 'BLUE RAY' (WELL DRAINED) DEPTH TEST PLANTING BED. WATER IMMEDIATELY AFTER 15 v[513QF \," 'k (TYP) 4- SUBGRADE HOLE TO VERIFY PLANTING 'k 'k 1 X 6 (54 STALLS) = 6 BLUE FESCUE, -BLUE RAY- -4— \ I WELL DRAINED 0 2' TO 3* DEPTH 441t SUBGRADE MULCH PE 5.07. - POA PRATENSIS, 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- MATERIAL 3' HIGH SAUCER ' 1 TREE (2 MIN. CALIPER) PER 40' OF PERIMETER PARKING FINISHED GRADE �y 5.07. - POA PRATENSIS, 'SHAMROCK' - KENTUCKY BLUEGRASS, -SHAMROCK- ( ) 4, 1,270 LF/40 = 32 M 4, TOTAL = 38 TREES F1 A 3.0% - AGROSTIS PERENNANS, ALBANY PINE BUSH-NY ECOTYPE - AUTUMN ' q A B PLANTING SOIL AS SPEC. EVERGREEN SLOPE PLANTING k BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE (MIN.6- TO 12' DEPTH) NOTE, 15 vDBB N.T.S. " � 11 , I I, DIG 2'(MIN.) DEPTH PROVIDED: 38 TREES TEST HOLE TO VERIFY 4_1 ROOT MASS WELL DRAINED 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1 ,000 SQ. Fr. (n TAMPED POROUS SUBGRADE MATERIAL (WELL DRAINED) USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. SUBGRADE -PLANTING BED— SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. Cto ORNAMENTAL GRASS & PERENNIAL PLANTINGS N.T.S. 4, 0 _j1CcAI 15 VdBB4, 8/1/22 Cn 'kyrw. MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD `41 14, IL .4, 0 TREE- DUG AS PER + DATE BY DESCRIPTION APPROV. BY 0 RECENT STANDARDS FOR SHRUB- DUG AS PER 1k IV f0b NURSERY STOCK AS RECENT STANDARDS FOR 1k 0 PUBLISHED BY THE NURSERY STOCK As .41 REVISIONS AMERICAN NURSERY& PUBLISHED BY THE -41 1 A 1 ,k. dCBCAB 1-11 1 41 LANDSCAPE ASSOCIATION AMERICAN NURSERY& 0 bb TION LANDSCAPE ASSOCIA 1 A AB .4, 0 /* — TOP OF ROOT 14, 5 213B .4 TOWN OF SOU THOLD WRAPPING AS SPEC. 1 CcA TREE FLARE AT TRUNK + 5 VdB8 SUFFOLK COUNTY, NY 3" MULCH AS SPEC. MASS TO BE TO BE SUGHTLY SURROUNDING GRADE 3* MULCH AS SPEC. SLIGHTLY ABOVE E HIGHER THAN •HIGH SAUCER (TYP.) 0 4- HIGH SAUCER (TYP.) SURROUNDING GRADE 4 FINISHED GRADE CARROLL AVENUE COTTAGES Ln Q) FINISHED GRADE w I AgAB 5 vD8B ,�A 100 1 AaAb M C) PLANTING SOIL AS SPEC. NOTE, 9 0r W 89,58 - 5 V B8 0 PLANTING SOIL AS SPEC. NOTE& DIG 2'(MIN.) DEPTH N 4 039 DIG 2'(MIN.) DEPTH TEST HOLE TO VERIFY LANDSCAPE PLAN TEST HOLE TO VERIFY WELL DRAINED E WELL DRAINED N SUBGRADE MATERIAL r BALL ROOT BALL C..)SUBGRADE MATERIAL ROOT lo IN4 D X ROOT BALL WIDTH (MIN.) 0 X ROOT BALL WIDTH (MIN.)- TAMPED POROUS ve�fENT___l L. K. McLEAN ASSOCIATES, P.C. TAMPED POROUS (WELL DRAINED) rva- pt r rNn CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (WEU_DRAINED) SUBGRADE SITE PLAN (50.1 SUBGRADE TYPICAL TREE PLANTING WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIS Sheet No. SHRUB & EVERGREEN PLANTING I Designed By: 0 N.T.S. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS MF/CFD Scale: AS NOTED 0 N.T.S. SCALE: 1"=30' CARR-n-L L A VENUE MD/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs 96$ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL C_ ENGINEER. WHERE SUCH ALYERATIONS ARE MADE. THE U) PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: IVIF Date: JUNE 2022 DESCROE THE FULL EXTENT OF THE ALTERATION ON THE < PL1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. Cn SECTIONS Approved By: RGD File No. 21039.000 y 1958 SUFFOLK COUNTY , N APPLICANT INFORMATION : Sheet List Table SHEET SHEET TITLE NUMBER APPLICANT NAME:......SPORTS EAST LLC C/O FINNEGAN LAW, P.C. X�}, F T1 TITLE PAGE 41, ADDRESS:.................. BOX 14522 k, n ✓ y i CITY: 4 "' . Al FLOOR PLANS ..... MATTITUCK A2 ELEVATIONS C STATE:........................ NEW YORK � KM 1 KEY MAP PLAN ZIP CODE:................... 11952 'ate C1 EXISTING CONDITIONS PLAN „ C2 EROSION CONTROL PLAN C3 DEMOLITION & REMOVALS PLAN Y C4 PROPOSED SITE PLAN SITE INFORMATION . w _ C5 GRADING AND DRAINAGE PLAN C6 UTILITY PLAN TOWNSHIP........... SOUTHOLD „ C7 TRAFFIC AND SIGNAGE PLAN HAMLET................ SOUTHOLD C8 SITE DETAILS .r. FIRE DISTRICT..... SOUTHOLD FID C9 DOMESTIC WATER SERVICE DETAILS S.C.T,M. NO........... 1000-075.00-01 .00-006.000 (TO BE SUBDIVIDED) PROPOSED OVERALL SANITARY AREA OF SITE...... 213,256.82 S.F. (4.896 AC) S1 PLAN CURRENT USE..... VACANT S2 ENLARGED SANITARY PLAN 1 a� PROPOSED USE... PROPOSED 24 AFFORDABLE HOUSING COTTAGES S3 ENLARGED SANITARY PLAN 2 =77 '�s rg x'i ,s r2 d ;d rases . SANITARY DETAILS S5 SANITARY ELECTRICAL DETAILS h � PL1 LANDSCAPE PLAN �, ,z: k ua � ft rt ��' �y'�w� num` �q�'�•�S�� •� y r t q �ati ��. , 14 U aar f _ L I g a U a� x °, i e ,. tet , '` •�^�� A• xv W r a U Southold ss � 0 � . i y i h O U PeGOnIC PERMIT LoON RECEIVED o JUN 14 2022 w PROJECT OTTAGES Sout old Town LOCATION Laughing Planning Board P E 0 N CC0 QWaters CD µ i U N 2022 DATE BY DESCRIPTION APPROV. BY East o-) REVISIONS 0 CutCnOgu TOWN OF SOUTHOLD E N.T.S.LOCATION MAP SUFFOLK COUNTY, NY PECONIC COTTAGES U DJ ^ 0l P��0 E r� TITLE PAGE CON C 0 AG S S I L N `� L. K. McLEAN ASSOCIATES, P.0 r I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS f y: MF/CFD Scale: AS NOTED Sheet N Cil ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS t� C� ` Designed B AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS ' UNDER THE DIRECTION OF A LICENSED PROFESSIONAL _D PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND FE Drawn By: MF Date: JUNE 2022 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE Q Un DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW DESCRIBE THE FULL SECTION 2)ALTERATION ON THE Approved By: RGD File Na. 21039.000 20'-0" 20'-0" 5-72 9'-1t" 4'-52" (2) 2x8 HEADER (2) 9.5" LVL HEADER 105 106 00 1 1 EGRESS s 2X6 STUD WALL W/ 8„ � . " d `6, W J" CDX SHEATHING & 8 THICK P.C. WAIL W/ (2) I #5 BAR @TOP ON 10"X20" R27 INSULATION I n • P.C. FOOTINGS TO 36" MIN I f Q I � _......_............. � BELOW GRADE ! _ D I I I 104 J BEDROOM i I i ? i ---- DINING00 cc PANTRY i 9-0 „��h ----T--- � i I I I n i 2>_4�. G. 30 opo I iv I ! 1 HALL i KITCHEN I 107 _I I � 4" P.C. SLAB W/ � 7'-5" 6X6-W 1.4X1.4 WWM I z ! © �� 0 0 2X8 RR 16 OC 2X8 RR 16 OC - o N -------- I 9:12 PITCH . . M I 2'-tot" BATH �� 2'-9 I 9: 12 PITCH , I I I 2'-G"X6'-8" I _ CL 3 2'-10" 108 I 1 CL W I I i f6, 0032' I I 1 I `8 00 -' I _... ................ . 9'-0' 103 N 9'-92" I i I w I I I I { o BEDROOM 2 LIVING 1 aco I I I o I _ w n ! ? a WQ .._._..... ._..-_. _..._- _....... a I c- 0 L-------------------- ——————————————————— (2) 9.5" LVL HEADER 1 101 (2) 9.5" LVL HEADER I o _71 109 j 2 21 4,-1„ 4,-4„ I /n ` El — I ?� 9 „ ,-51 1,-42 h L 0 SMOKE/CO HARDWIRED COMBO DETECTOR FOUNDATION FIRST FLOOR ROOF PLAN PLAN PLAN 0 U U co Q) 0 4- 0 U V) SEAL ARCHITECT PROJECT 0 U JEFFREY SANDS CAROL AVE L L C ARCHITECT 6 F,VFRGRF,F,N LANF ,. y, ar�4. �„�;., . ; EASTQUOGUL, NY 11942 1080 CAROL AVENUE P1[ONE 631.37s.s997 PECONIC, NEW YORK RECEIVED FAX 631.576.8916 0 JI UN 14 2022 cn SoutholdTown Planning Board 0 Q Ln 0 DATE BY DESCRIPTION APPROV. BY 0 FLOOR PLANS REVISIONS N.T.S. TOWN OF SOUTHOLD N SUFFOLK COUNTY NY E � PECONIC COTTAGES o L � I Q) FLOOR PLANS I N � 0 L. K. McLEAN ASSOCIATES, P.C. � N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 P� THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSSheet No. i ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S c— UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE 7 / DESCRIBE THE FULL� MOF THE ALTERATION ON THE Drawn By: Date: JUNE 2022 Al DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW SECTION09— Approved By: RGD File No. 21 039.000 STANDING SEAM METAL ROOF ......... 12 PITCH CANTILEVERED EPDM 12 PITCH - -- - 12 PITCH RUBBER ROOF ON CANTILEVERED EP "CDX PLYWOOD -_ RUBBER ROOF ON ., CDX" PLYWOOD I I LO -1 1 . ........ . 104 EGRESS 102 / \ 102 1 101 \ . . . .. .. -...__m._. .. i SIDE ELEVATION 1 FRONT ELEVATION o' CANTILEVERED EPDM ........................ RUBBER ROOF ON Cn rCDX PLYWOOD 12 PITCH 12 PITCH .... 12 PITCH 0 0 STANDING SEAM w METAL ROOF .............. ...._.............. . ........... o) � I n 3 ........... .. I k 0 0 �,� EGRESS i � _. EGRESS 108 -- i I 106 105 � I U I a� 4-1 z� 0 +-1 SIDE E1-- EVA O � Z-- REAR ELEVATION / ARCin1CCI a 0 JEFFREY SANDS ARCHITECT 6IVI:ItGREEN LANE: U "A FBF° r;'="+. EAST QUOGUEr:, NY 11942 !JU PHONE 631375.5997FAX 631.576.891C> CEIVED-4--,Cn N 14 2022 w Sout o d Town -- Planning Board 0 a cn o DATE BY DESCRIPTION APPROV. BY ELEVATIONS N.T.S. REVISIONS TOWN OF SOUTHOLD 0 N SUFFOLK COUNTY NY ,. N PECONIC COTTAGES p U � O / ELEVATIONS NC- N -+.-o � L. K. McLEAN ASSOCIATES, P.C. N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS d B / Sheet No Designed . ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS g y: MF CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL j PPRGINEER. WHERE SUCH ROFESSIONAL ENGINEER MUST SIGNS SEAL.MADE.ARE AND Drawn By: M F Date: JUNE 2022 /� DESCRIBE THE FULL E%TENT OF THE ALTERATION ON THE /`-� 2 Cn DRAWING AND/OR IN THE SECTIONS7209 SPECIFICATION (NYS ED. LAW Approved B : RGD File No. pp y 21039.000 z ° ! +.. ;1I ,EiM��Fx�p��s4�'' f Ch#.v z.?":�r• TERRY LATHAM 34890 COUNTY ROAD 48 LLC 34892 COUNTY ROD 48 LLCII` �� 1]- �It - t 1 I v,. h V SUFFOLK COUNTY OSPREY DOMINION CO 34840 COUNTY ROAD 48 LLC DORENE & ROBERT PHILLIPS CICHANOWICZ, ILEX VM LLC, TOWN OF SOUTHOLD MARX tALTERS MARGARET KILLIAN, MTA LI2R �ilIlIJ';l.i N'�� /oa��Q�0O� �,zQ:.,;•�x�;a xrv�� _ .MARK , ----A--L-T-E.._R._S FLORA ANAGROS .nil EL ry 00 co °' Q a I iIE,iw';J _ . _. ._ SUFFOLK tjJILLIAM & COUNTY PATRICIA ��cN�LU KASWEr MICHAEL GOLIS I WALTER r EtiATLEY STACEYi CHARLOTTE AMILLER NARkO o LISA RO HENRIETTA DAE r a OU SCOTT KRUK HAIRSTCI c1c HAYES, PECONIC, PARKER 1 4 i_ _ ,I I �O B. E. ER _......__ _ _ - - -►t 1I , 4 i Y P zS , 4-1 RECEIVED Buildings ECEIVEDBuilCings with and Usage 0Q JUN 142022 U Low Density Residential JAMES & RUT 1TA HUBBARD own Sout old T LIRR Planning Board� Commeraiai TOWN OF DANEIL Not within 200' L SOUTHOLE LILTANA ARILAo BY DESCRIPTION APPROV . BY Distance Site Location DATE REVISIONSE 500ft 0U KEVIN TERRY 200tt CHRISTOFORATOS, TOWN OF SOUTHOLD 0 ET AL. TOWN OF sauHOLD SUFFOLK COUNTY NYsite Location STANLEY ZLREK r _ _ — - _:_ _ _ _ _ PECONIC COTTAGES o TAYNE KEY MAP PLAN � 0 00 200 r`�deet T PPE, � WENDY SMALL L. K. MCLEAN ASSOCIATES, P.C..s County, UcannJCTDEEP, � HERE, renin, C Olechnal Ies, Inc., �S s, A, us�A CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 'a��11f`1 ' J� i --f 71 t— THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �� g \�\ Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS `\ Designed By: MF/CFD Scale: AS NOTED 0 80 160 v AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS IYS Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Sl() ENGINEER. WHERE SUCH ALTERATIONS ARE MADE THE ii PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: JUNE 2022 KM DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW sy DESCRIBE THE FULL SECTION 7209-2). 2THE'ALTERATION ON THE Approved By: RGD File No. 21039.000 -- x28.9 x29.9 2A., x28.6 x28.7 x S 38°45'10" E 886,471 / x/ X x X - - x �- x �X,1�� 78 x PRO x 26.7 P8.2 28.2 � x \ x 27 27.6 IRON , , 279 P73 PROPERTY OF i' ' --PZP - ROD xPaS PRB % 7' 29•° xx �° P6.31- x TOV�►�N OF SOUTHOLD WITH -9 \lel (/ 269 x2672g�J2Rr XPa1CAP �•1 � P3ce ea.7 xPa6 x2a.s xP7s I 279 _ x xPza ��\►J I 1 I29.02 x 2a5 2a8 x27., / LOCATED AT I I \ 29.1 X;O x Pa� 8. / \/I\ 1 I xPB.B 2W x x x P P xPee \_ =�- x ' PECONIC \ Pa.B I I X � / x 28.3 / \ \ /� I / P9A �� \ x pal Pah * � I\ / \ x 1 a, g\,�� X 2b.1 `'%/1��Imo\►, �/� P7a 2� 123\ ' xPaB x2A.6 X278 (� - I TOWN OF SOUTHOLD I QI N / , o \'I/ XP79 �_ xP70 \1�``� /_ /� = )� 1 xP7P SUFFOLK COUNTY, NEW YORK 1 .7 - lj� /i� x2,.3 / \ , �1/ / x98 x / xP9., P6.?�\?I/ \'/, \�/\I, \ I /I\ I\l�\ 27.0 1 I I r _.\ x282 AREA OF PARCEL = 213,256± SQ.FT. OR 4.896± ACRES \1/1� X81.7 No \1, _ / I /'� x277 \ 1il XPa.3 X28.5 `��wv�"' -1/. _ - • _ I I /. I \ X P6.7 x278 /.\'�I \ xz70 1\( I I / e9 \ I 1 \ I ()0 / , Xe7r 1 X \I //\ mN \I, \ x272 it _\ y�\ I I I ' \' ' \ \ I 6.9 X P6.9 X2 \I1 / 1/ x28.3 P6.7 I \ --- / i lj x27.9 x i- �` I �j 29,3 / x28, 2x2 x285 xPA.3 x28.8 'I \I, _\I/�,� x� xPaB LEGEND I 29.0 2 .P /` 1\ / /jam\I \ x26.9 I �l\ � /I 4(! 26.4 / l\ I i /_ -� xP`zel \�/\1 1 �� UTILITY LIGHT POLE _ 93�- P9., "711 '- +t� 28.9 x22.7 \ 'I PM.OI 1 _ yx5.7 Xa�6.7 ' UTILITY POLE P I ❑ . LIGHT POLE Pa I 2a, J `/ PBB \ / \ x27.7 /1\�I �� x277 28��7P 26.726.1 26.6 . . . 1L 28.6 x P8., x 28.3 x 275 I j v P7.0 WELL 11\\ .SIGN ❑ I t �l\ / \/ xP73 XP6.9 1 O POST OKII I 29.9 9.1 x29.6 \ \I/ ��/ 270 � 1 ' ' ' •CONIFEROUS TREE " x26.6 t�-,� I x 28.2 , _\li` x P6.6 /�^'�j DECIDUOUS TREE J M I \ P9.17.8 90 7 28.8 xPB.r I\ x26.7 v & X28., x280 x273 I . . . . . x, a 8.9 \ x27., v- � � EDGE OF PAVEMENT � � X28.8 x26.6 - - - - - - - - - - - x27.2 • • • SPOT ELEVATION M I I -2W7-�8,- - - - - - � - - - - - - - - - - - - - - - - - x268 - - -- - - - - - - -- -xP7i 1Id211 SSd219 T' - - - - - - - - - -'_ - - - - - - - - - - - - 1 0 26.7 -= �-- - - - - - - - - - - - - - - - - ----- -/- - - - - - - -=1-�- - w 26.j X07, Px I / O x 29t / x 28.0 I 6.9 x x 278 I 26.8 26. J o xP8J x P76 x X P9.2 \ 29.0 ��. \ / , I 26.9 27.0 I I I N x P6.9 1 %2a.S x28.3 x27.7 26.7 \ /= x 26.9 7 f y x29., �m 11x2751 ❑ ry X28.7 x 1Pq px29.7 x29.11 \II\ I _ I I 2.0 n 26.8 1 O x28.6 \I/I\ _ ti L 1 � ❑ 7 \ / I\ /I\ /II /1\ II II i � W w \ / \1/ t0 'X278 26. x8 \l U ,�l/ /I� /I\ Ld x26.9 x29., \''I / x \1///\\I/ x P�31//I\ %I/ \ IX I x \ /\\I xER.2 x 28.9 l\1/ ._ \I, \ll� x \ I 27A \/ / Pa1 x 97.0 x x 26.5-_./ I\ _ \I/ r x 278 26.6 X26.71 NOTES X x2R2 •3�9.0 / I /Z 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. j /1��1� �I\ \�/ _ \I/ \1/ //\ xzGb 29. x 29., 9.5 , _ \/= /I\ /i\ /I\ 2�6 1� 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NA D83, � 2 'l / I\ I \I 'I` x26.8 xP6.6 x29.3 x26.6 //��1/�1 /�l/`• `I//._�l/ I/ x26.9 LONG/BLAND ZONE. I2 ,�TIZ7 \ x29.3 x 9. PRO P77S07ODM UD 39073 3. ELEVATIONS REFERENCE NAVD 1988(GEO1D12A). x a2 P 293 xP9,SUf7VA 3O 39073 P ;"P75 P7ga9 �\ 2A5 I \ X26.9 f - 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED - x x28' b -� / 2J0�3�\ \� U39Z70A I i x27° X 2, LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE 073070OM 3,o'T x- I I \ NEW YORK STATE EDUCATION LAW. -'-� 33N3� NNI�NIvHS ++ x x29.3 993 '?J03'3.� - X- X- X X •�• \ xP6.9 ° 26.9 0 P95 x \ Pr. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF ®RAILROAD X X28.5 2g�_ THE LAND SURVEYORS EMBOSSED OR INKED SEAL SHALL BE CONSIDERED TO BE / \ 299 I U MOJ �- -29---- � x `` I I \ /2 'moi � , "EMBOSSED" OR " n x 30.0 1 I \ % N 40°20'00'' W 355,24 x28.1 I I 28.0 ,2,- VALID TRUE COPIES. �i I I x x x 2 x 26.8 71 30'0 ` 2a7 270 \ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ❑ LL_ I \ 1 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS CY- `, \ 1 PGB ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND JI [ II � \ l \ SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM (DI p Z za.1 1 x�9 \ J \ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, Q I 9 GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE - h '�t' 284 \ ��\ x268 - =27J - - - - - - - -'' - -� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE o �� I. z (�� - - - - - - - - �Iy�l SSd�� - - - - - - �-- TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ^i 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. Zl 8. THE SURVEY CLOSES MATHEMATICALLY. Q LL.1 I�1 x 27, X 271 U I i x�A x 277 N x P7.1 -a- A I I ❑ O x� 2 8 3 x P7r ; x26.8 I ❑ w � 28 o w M A x 275 \ �.{ x� W x275 V x .a x- \ x27, x273 �9I 1 xP71 X 27., U) � I x278 xP75 � 1 �� N x276 x27., I 2 x P71 Q _ xP7P 1 RECEIVE x rjx D P O XP7.6 x 27.3 xP76 JUN 14 2022 O I I 1 x275 I I \ x27.2 out o Town CD i I I , x 97 x272 ; Planning Board c\ x _ x 27.9 X 27.6 X P75 U) C) U X Pa9 N� DESCRIPTION APPROV. BY x277 DATE BY 27.4 `�' 2PRO \ \ REVISIONS n x277 23 P' TOWN OF SOUTHOLD I 1 B.M=29,16 x277 MAG, NAIL T IN UTILITY x ., SUFFOLK COUNTY NY LIPA N10 .:: ;'1 •, N t N +� I W \ �� -28- ° �S07DOM 3O 3993 I N o _ PECONIC COTTAGES � ' 3 0 L - 1.0.5 - N 41 9 5� , LIPAk10 EXISTING CONDITIONS PLAN -� SUFFOLK'COUNTY REAL PROPERTY TAX MAP NO. - -' LY. M11 1 1. - x w 2k.s n x �� ®QRS A. S/ j DISTRICT 1000 SECTION 075.00 * �� ,e o°C" 006 000 L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THEEDUCATION PERSOONNLAW OF THE FR M ALTERINGATE OF NEWANYTHNG ON THE"DRAWINGS PROBITS Fp aC�� Designed By: MF/CFD Scale: AS NOTED Sheet No. MID/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL r��I©``��,' PROIFESSIONAL 04GNSUCH EM MUST SIGN, SEAL.S ARE THE [ \y Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPECIFICATIONIN THE 20 SECTION9 . (NYS ED. LAW Approved By: RGD File No. 21039.000 4 N/F (CL7U'V 7 )/ 0-__ SUF FI.�L_�\ .�1� l,'t..1, t f/Y',`°�,:_�''t �. T=.7�z L,%`,�•.� _. _ ... � I =,... .. �f:e.` _ ,__.._ .__ _. t��-- -S" 38*4 .../110// f 4 � 7 - ANGLE FIRST STAKE TOWARDS n� PREVIOUSLY LAID BALE. 36" MINIMUM 2 x 2�^ G� ` FENCE POST 4 ti FLOW L n� �Z .� n I --�► �/ •Cr , nfL` WOVEN WIRE FENCE (6x6 - 10/10 WWF) -� L� � � FILTER CLOTH 4 Fit -0 / -� b�'- y-- L 50' MIN. BUT SLFFIOMT 10 WEP ��\� f� ^ BOUND HAY BALES EMBED FILTER CLOTH RAD 4" VERTICAL PLACED ON CONTOUR MIN. 6" INTO GROUND SLT *+a f t, FACE ,Z COTTAGE COTTA�F:� =t---��..�-;• `.�1 ` ugh s ri OF w' �. #11 #1. , / ` s 1 t ,t�Pfp o1 hi r' 2 RE-BARS: STEEL PICKETS OR � < \1`�riyA ?e "-- r" `4" Z� (FF=28.25) (FFV ! )w�•_ •�; I T 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 4 ' ' _ 1 / L 0 /' l - LUSH WITH T UM DRAINAGE - ` ' �' F+�r,•.' is 4 ` •`9 * { L i €. �Y,;.•f+'''.rr,".y .'.•Y.it:{,.r'.%ete, y. y ) \ t s ,• DRIVE STAKES F + k• J ~ � �f t�, ,-' f;' , OP OF MAXIM GE AREA ,,s ry• �?_y..l'a .�.ti ti,r,- .c�' 4 P �� _ t HAY BALE RE / 100 LINEAR FEET "i'•`' .uvti b"�'�v` '�v�'Y`ti "e«� 5�zr '"'• ''+^ ANCHORING z- �,. Yk11f •'""•Vie!: 2 ,�� •? \�� ti's. !,•i'1:,��."L.-f:a�.. h �A.'-�, ..� ia!•..s c. v E`. /. -t. S. 1/2 AC < .hLy�-a ta` 'r�£2a:r.�+,;^.,s .�ya.i �•x:a;. .�... 1.�i'. tii.:�:. •Sn:ACL DETAIL �. �t�..T �, �•ti � :`� , 5. 'ff, �i \�• w' `' ��, 'a� SECTION DETAIL o •.,v t' s..;,»�•tc. v ✓" ";'.a'r +y.,.; Vita.. . ice' N ` r; ._. r {'y:•;•.. •sir r ti•:i�*=r. ti o \ r KX''tY=iydY^• •1J�y.ii..}"• ;l 4 STRAW BALE DIKE DETAILS � t `..= �.i;' �i '-''' _.--..t� ✓ € It SCALE NTS K"5. ;1 SILT FENCE DETAILS 'I.�''� :'�`�: r^'`"aSfci ^:; w`.•.• F?,�, i j,.,,," 6`32, f-•E !^< ", •;.,�` , ` SCALE Nis N : ';Jw x4�` S.is?.. y�.`•N COTTAGE ,rI ,�,i €A€i�- A,€ n 31V STOW BLEND OR N.Y.STATE 0.0.L RCA. OF DOW #9 1 ,O€S . ASE FOR DRA MAGE. .J r TAS F=28.20) c END GRADE ��12 PLAN VIEW I ' ` �, / / I a C r. ,.._V ,. •..a } \ `' 1 , 18A.-MAX. €f�}, "A" I ,.,_r I A•3 w ',b. .'/ S P ' - I \ IllfffJJJ FLOW i / h / ,• ✓\�.��\' .' ..' r--i .. -�*..�d �i .t•--- ,q v. I GRRADE u.ma 7 / /� •�`,\ R 0 A D 11 C� � \ ° i, ^ja `t"1. r \ � of J�~ �i r•(•�F•. .., ::. t W J �.._- .] l I ti 9.20) ''• a-'?'_. (, 1 - NAY sAti AND/OR 3/4'stwE N-Ew ae N.Y.STATE GAT.AmovEn P c L "I \ / i� 'F + 1 � � y / �' N � y' i�.,. •'IN LL �/y /� � CaNSIRUCDON d1RANCE-FQIIOAl10N OF CtlPAC1ED \_ y a), i` 1 J (!' '� ni O T FTiano Flu TOIr W)ABOVE IDOSrno WADE FOR oRAINAM SLOPE CROSS SECTION II i€. `_} ✓ PERSPECTIVE VIEW V .,, } CTS ` I+ �• � �`I�.':'°'`'` 1 BEDDING DETAIL IN TEMPORARY CONSTRUCTION ENTRANCE sca.e ,b LJ COTTAGE COTTAGE { ✓, <`-a ` '(FF=28.1 J (FF=28.15) 10, P ❑ I \-, tf�.!°� SAND BAG NOTES: LA„ Z�AGE ' ..."€ `° f=. ' , -:. {. .. I r 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO --,I Cp MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE COTTAGE COTTAGE 1 O IMPERMEABLE � I ��:29.2� '`t'\ �.� ,•'}\,_-_ , _- �. "� � � SHEETING #7 #� I � a A A STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH _ CONSTRUCTION ACTIVITY REGULATIONS. /i\ `1 -f r , ? (FF=28.25) (FF=2�.25)( 1� / C�TT4i= i 1:1 OR FLATTER 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH COTTAGE } t� � / \�(� € ( : I#21 z � ,___ 9 ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE �; E jt ION SIDE SLOPE I (FF=29.10) �A CONSTRUCTION. 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL RLAR OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS CONTRACT OR AS REMOVE COLLECTED DIRECTED S DIMENTYONH A WEEKLY BASIS OR AS ADIRECTEDABY THE MAINTAIN ENGINEER. COLLECTED MATERIALSHALL� . - - 1✓ ��-28 CONCRETE r' ` /.-°-``'' ( ( 1. 1 E WASH 0 U T DETAIL BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. }f ,�}f } f \ # f t (: N.T•S• 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED �1 (- l } �. } �I✓ ,;, r / A,Er ARE IN PLACE, AND APPROVED BY THE ENGINEER. U I � �� COTTAGE } *rT'TA � ;.. r ,\ CpT1 1 5' #22 �{�✓'} r\, 2 �' (� ' " ' #� 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE t FF=2�8� DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS y ,v I J/--/ (FF=29.20) (FF=29.20) ": 1 I _ n� �. �..Y .. _ _ , .- \ / i AND ONTO ADJACENT PROPERTIES OR ROADWAYS; VF' VDGDSI / 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO ��" V z - - -, � I \ r" CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; - - - ;;;f C€" ,T IMPACT ON NOISE ODOR & LIGHT: W 4 �� 1_ -r.��'/�•Y`Y�_,rYY�1.�...�- FE,ca e .. '\.� I� Q¢ ��3 11 FE„17R 4` Ch1 Tfll_Tk1< E16Cc. z� \ .} �� ' 1. Prior to start of any construction activity, notify 7' THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC g cn 1�� _ " ` ` M _ 'gip= \ 1 the Town of Southold Planning & Engineering Departments a minimum of 2 business days In 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE I ®�, , ' _ r' ,- ;a: / p�SAG� r advance; An inspection is required of the installed EXPOSED; I) �y % ;! [RJN/ ' 'F "`` r `` r i C ' t ( turtle barrier fencing aka erosion control N/ tVt/ tj � / `j` �' I a} :� # 88' , g ( F 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND C{ A L�7 1 E M�� 1 ��/ { b *^ (�-2 prevention/silt fencing) by Town Engineers office OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; and Planning staff prior t0 clearing. 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; �? ?: IC7 Rf?SA-C1L7?If1 ` Construction activities shall only occur from 0 LISA A, ( 1 7:00a.m. to 6:00p.m. On weekdays and Saturdays; 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE 4. I No construction activities are permitted on ANY SILT AND DEBRIS; I � 4 o i Sundays, year-round, or the following holidays: 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. U New Year's Day �� ' "' _ J ` 'f Memorial Day 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTORS VEHICLES v. ti ate' 4=,q + _ � Independence Day (July4th) 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED _ _ -- Labor Day SMALL SPILLS THAT MAY OCCUR. LEGEND: �`--- - -- 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE WITHIN THE SILT FENCE TO ALLOW THE •> ��€. � � � Thanksgiving , 1 Christmas Da CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. PROPERTY LINE I 16. SHOULD A LARGE SPILL OCCUR THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED - -1 1 .0 - -EXISTING CONTOUR UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND PROPOSED SILT FENCE `' ll 3 \ HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS o (LIMITS OF CLEARING) i? SHALL BE ENACTED. U -0 PROPOSED CONSTRUCTION FENCE SITE PLAN SCALE: 1 "=30' PROPOSED CONCRETE CURB T^ l -15'HDPE- PROPOSED 15" HDPE DRAINAGE PIPE o so so 1 � " Feet r � D PROPOSED 8 HDPE ROOF DRAINAGE PIPE = o .. U PROPOSED 100 LEACHING CATCH BASIN I � � PROPOSED 10'0 DRAINAGE LEACHING POOL -� 1 RECEIVED v LIGHT POLE ,r �� 1 U 4 0 w -O- UTILITY POLE 1 2 22 -, UTILITY LIGHT POLE k IIS. Southold Town - TRAFFIC O TRAFFIC SIGNAL POLE ` 1 1 Planning Board � m SANITARY MANHOLE I o GAS VALVE o --Ti••• SIGN � ' �., �•� DATE BY DESCRIPTION APPROV. BY CONIFEROUS TREE '�. \ �-20.0'---I �- - _ ,� . . , a 0 REVISIONS DRAINAGE MANHOLE C N 111171.1 RECTANGULAR DRAIN INLET TOWN 0 f S 0 U T H 0 LD ROUND DRAIN INLET \ � ��a� s� ° SUFFOLK COUNTY NY 0 L7 FIRE HYDRANT �, �•r s� U batt, L', ` / ~.r r,v �\r WATER VALVE o - PECONIC COTTAGES _ ° WATER METER j TELEPHONE MANHOLE _._... .,_ ...._... .._.._....:�:•;�. _ �� ,� � t .� •i.`'• `� �-� rn� �{�' t � .G, . ° ` V?i A"r-`. ` l��`N, q•,}e,.l'...��,A,.JZ.J°'.�„s�� .)'a.6..°�.....✓�..,t !1 I DECIDUOUS TREE . - ��` �- � ��'=.��•�-�-�� -%- "e�'y`\� EROSION CONTROL PLAN �,Y_Y.. L. K. McLEAN ASSOCIATES, P.C. n ' W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 t^ B THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS sheet No. O ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 77 Designed J� C_ g M F/CFD SCale; AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TrS By: UNDER THE DIRECTION OF A LICENSED PROFESSIONALENGA� ^ ///---�� PROOFESSIONAL ENGINEER MUNEER. WHERE SUCH ST SIGN, SEAL.TIONS ARE DATEE AND Drawn By:E, THE M F Date: JUNE 2022 / DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE lV_ (n DRAWING AND/OR SECTIONSPECIFICATION 209 2T10N (NYS ED. LAW Approved By: RGD File No. 21039.000 OSPREY DNMINION CO. G__ VINE TRELLIS (CL7UNTY DF SUFFOLK DEVELOPMENT VINE TRELLls _- LEGEND: -S" 38°45'10" E 478,731 - PROPERTY LINE 0� X_ '\ X 1i ,2g/ x x ti� - - -28- /Xo.oO X_( 10 ISUBGRADE CONTOUR - X0.00 / X0.29 EX. TREES TO BE 27--- - -1 1 .0 --- EXISTING CONTOUR - 29 LIMIT OF PROPOSED GRADING -/ X REMOVED \I/ 0.05 X- '� 63�' - _J X0.15 XO., I o X0 7 1� ( 028 K cat x0.52 �� - - PROPOSED GRADING LIMITS ! X 29 X0, 4t-) X ; X0.66 EXISTING DECIDUOUS TREES TO BE REMOVED ! I 0 X0.40 � X0.43 _ 28 \'yl\A,--�-- X- 20 ! I \ X0.23 --- / \�'�"'-4) 1, EXISTING EVERGREEN TREES TO BE REMOVED X(_(34 X0.24 28 0.58 -._ I I X0 Er I / \ / �` X-0.46 DEPTH OF EXCAVATION X`);i6 \ X0.52 i I A 33 � - � I > / X� `�'� � X0,48 _J EX TREES TO BE REMOVED 04 \ ;�I� _\ / j\ / jXQ2 X 0.46 DEPTH OF FILL ti X r _ ! ¢ X0.22 / o _ \I/ X0.44 rx-o�z _ - . X0.75 'ms's O LIGHT POLE !°; I xq.27 ei �II� I'�I X; �� \V�� I /I� -0- UTILITY POLE i ! X-0 % � '� lh / X o 28 ��lr x �V,I ZI/_ \Ii Xo o UTILITY LIGHT POLE �I/ /I I I N O TRAFFIC SIGNAL POLE 1 v X(0.28 X0.62 \ X-0.18 _. . X0.19 ='� \11 \I/ \��' X I �� il\ X`' `'` /J( 2 n•�✓j�/�\ Os SANITARY MANHOLE Xo 34- . ,�I /Ny/ I _ . - 00 0.92 \ N --X0.6., til - X0.05 �p� - , GAS VALVE \ ! X0.35 - �-\ \ \ X-0.74 - X°02 _Ili � ! SIGN ! \! \X0.29 X .; " �Ily 0.13 !' I - I I x �Iti�\�- `_ I� 28 X0.35 i 0.08 ;' CONIFEROUS TREE X0.32 X-o.$17 \ /I\ �! X°92 1 \ OO DRAINAGE MANHOLE _Jle � Xo. � �__�/ IX22 �� -i\�1 �\ x a.72 2 7 RECTANGULAR DRAIN INLET X-o.z6 �le le 25 / X02 X0. 1 ® ROUND DRAIN INLET 29 / = o /ISI\ 6 l X-o.a I \,,� .� FIRE HYDRANT Xo 09 / X WATER VALVE i ! EX. STUMPS TO BE-REMOVED X-0 27 Q / 1 ° -29- X ` ; . xo 01 �II1�� - \, \ X0.15 X-030 WATER METER Q x �X_0,31 �Ily\I/ X-0 57 CID TELEPHONE MANHOLE \ I .12 X-3.65 - . X-0.14 ❑ Xo fo X � / X-0.08 ! -0.33 DECIDUOUS TREE Iti X `� _ <-0.81 X 0.57 M I Lam' X-0.5 X-3 6 1-\ X 0 47 X-3,80 2 el\ X-0.5 X 0.04 - - - - - - - - - - - - - - 8 - - X0.13 - _ _ _ % X1.42 Q 28 11 X-1.26 _ aF 0.8 X o X-0.94 = DEMOLITION NOTES: �- - - - - - -x3 - - - - - ---- _ _ _ - � _ - ---- X069 -_ - - ^i X.. 23 27 Z /X 1 43 X0.08 _ -110 X-1.31 / n. a � X0.6 � X 39 -� 1 . THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE X X-0.71 i Xo DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE Q � xo-�4��" � 1 X , X-0.4k I X o 9h X-0.59 X-1 THE SCOPE OF WORK. ^� X-0.58 o ' / X EX. GRASS TRIAL ' 0 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY 3 ' I X0.91 �0 X-o \ X 0 sz � / TO BE REMOVED ! X-0.33 ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO a d- x..q elm . � X � , I � X VIf� ��1 ��j (X-0.13 ! X C z x-0.32 \ \I�•--Xl\ I\ / x009 ! I i N x-0.20 BID. Z X-0.58 �p _`. 1 X-0.21 o ❑ w x 1.00 ��'f\� T98/j��/ Xo39� Xo60� �,� 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE q' I X \1/ i x o z5 I o Xo,o AND ADEQUATE PROTECTION FROM DEMOLITION WORK. x b.3:;. _\T1��•- �I/��/_%r/ a 30 I x0.85 29 X-° I /1\ 1 ' I ! X(f 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, q X ��',�\�1 7L\ \I/ \Tri -- �k 47 � X N �\I,x ` \�',f\ /I\ 1\��iij `// \- W X0.2I 13 WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE 0.16 X-0,24 -�/ \� \I/ \I//I\ l \I� X0.1 ic-' /1 3 ENGINEER. O X_n" x ill-� �\\rt�\rte\ �'��I/i �X��"r\ s XoSo ` / \ / \ \ / I -ei\- - Xo.62 �8 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION AND EXISTING X 11�i/1 i �I dJ6� 1 / \ 0 X0.33 ! BRUSH , X orb/ \I/ / I \le X0.22 ! X1.6s AREAS TO REMAIN. � � �-0.24 � � �j�\1 I �I/ \I/ \I/_ %•\e�(1`e � o47 ! ! x-o / \-1 /'� /I\ l ' ! x X02 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS X x X21\ \I/ X007 \1/ \I � BE LEFT CLEAN. / , (.�• - -• \I/ \I/ - . -._� i X0.14 i X .68 z Xo 1c ei�"�i % Xo.z9 i X 012 x \ , /ly' /\I�1 \IL I \i/\I, / xo4s EX. BRUSH TO 1; 1.32 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, I� - • - . _.L- 1 =• BE REMOVED 0.35 APPROVALS ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING XO oi� /jK �\/I�/1\71\ I I�I� i, X0.21 , N o L 4.63 X EDGE OF w°°DS Xo.bo �! 1 X1. 025 JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. \ X0.63 A X ✓ EX. TREES TO BE REMOVED o 0 0 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, El�� WOODS �� X0.08 �`� I -0. 2 U �r ` X0.:)3 x / FE,C wooDED x 017 I X�5 POLLUTANTS AND OTHER DISTURBANCES! xo. �� rte____ S Wl70DED ,oEOR. _ 4' d�a�lnrNK FEXcE X-- x1,7' - - 1 x0,35 / �_ 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT �P oa. -'� `�-' ! Cj ______ __- N/F X 0.27 !! I X . O� �, - TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING N/ N 40°20'00" W 355,24' I COUNTY OF SUFFNLK ! ! X38 N1.IBRUSH FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED, OR CHARLOTTE MILLER I _ N/F X .32 CID REPAIRED A NO EXTRA COST OF THE OWNER. X-Al MARIA RLISA-0SORI0 X1.41 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF U AND LISA A, ROSA \ / 1 05 PROPERLY. xo.3� i �C S 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED 0 z N x 1 THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE X10.29- _ - - DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE DAMAGED _ _ SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE «�o X0.49\\ \_ _ _ _ � - - """ SSb'219 -_- _-- - - - X-0 ° 1 OWNER. 0.67 - X0.56 ; cn LL X X-0 6 XO 41 ® a X1.17 'd p 0.38 N SITE PLAN 3 X0.77 X-0.75 X0 30 j SCALE: 1 "=30' A X0.46 0 30 60 Xb.93 C U -0. X X-U.70 X-0.06 X0.73 cn X0.97 O W ---_ - XO.18 0.73 RECEIVED ' /�� X-0.04 � O Q 0�3 b,64 2J X 0.2" �. --% X-0.15 JUN 14 202? L _ (n I XO 69 xq 3 Sout oTd Town O '� X0.90 \ X` Plannin Board 0 X 0 03 9 0.51 X0 75 Xq.38 O X«t� DATE BY DESCRIPTION APPROV. BY � X0.32 N X0.85 x z9 REVISIONS X0.52\ x TOWN OF SOUTHOLD � r'� y X0.27 I X 66 ��o \' \xq.85 x0.56 2� �J1QP � SUFFOLK COUNTY NY �S�o`� x° 3 PECONIC COTTAGES X0.5 Q N X0.02 --- -28� -- --- - GE OF WOODSx 0,24 N Cut Fill Summar W° D q,2 - - ---- �F �'� DEMOLITION & REMOVALS PLAN � Y x0.00 --- A. p " Cut Factor Fill Factor 2d Area Cut Fill Net QtiQ `S - X-0,20-- Name i -- IPA #10 S ® ® N 47°3930" 1 * P.C.xisting Grade vs. Subgrade 1.000 1.000 211846.25 Sq. Ft. 2221 .73 Cu. Yd. 1794 .22 Cu. Yd. 427 .51 Cu. ':CuT LIL, #11f , N -- 1F', L, K. McLEAN ASSOCIATES I (n / Totals 211846.25 So. Ft. 2221 .73 Cu. Yd. 1794 .22 Cu. Yd. 427 .51 Cu. d.<C,ut, l '� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ] ] �� Designed By: MF/CFD Scale: AS NOTED Sheet NO. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS _ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE ANDDrawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION SECTION 7209-2). (NYS ED. LAW Approved By: RGD File No. 21039.000 I I LEGEND: . _ .}. _ l ,_ -- 3 -- PROPOSED ASPHALT PAVEMENT E ,, .. _, _:- ._ I I 11 S 38°45'10" E 4 78,73" _ _ _ e — — s _ — — — — _. — — ® ® —. ® � I'll � ® .— ® ® PROPOSED CONCRETE SIDEWALK 1. w w w w w w w w w w w w w w w w w w w w w w w v w w w w w \ w w w \'✓ \L/ ,I/ ,,r`� w;" w w w w w w w w w w w w w w w W w w w w w w V w w w w W w' W \;/ w w w w w w , PAVEMENT/SURFACE SCHEDULE PROPOSED BUILDING I _` F w w w w w w 35�' w w w w w w w w w w w w w w w 5 0'w ° w w w w w w w 3�,0' w w \v w w w (�yP•) SYMBOL SECTION/DESCRIPTION REMARKS w w w w w w w w w w w o� w° w w w w w w w w w �' w w v w w w w w w w w 1 ff , W W ` W W PROPOSED VEGETATED AREA w w w w w w w �} w w w w w w w w w w w' w w w w w w w w w w w w l m (SEE LANDSCAPE PLAN) T T— _T_ —T —L �— T v —� —1 w w .. ��„ TYPE 6 ASPHALT PAVEMEN `F -ti ---- PROPERTY w w w w w w w w w w w w w w w w Q w w w w w w w \V w w w 2j" TYPE 3 ASPHALT PAVEMEN LINE a`2%w r COTTAGE COTTAGE w w w w w w w w '. ; w w w w w w w w w v w e ye 6" RCA PROPOSED ASPHALT ,,a :,,,.,} Vit.; " �±+ - `� •§.:.� O `� "> 11 1Q # I �`; , � `-, PAVEMENT PROPOSED WHEEL STOP ';. $. ", a 4 ,. , w` w w w w �`^,':2 t? (FF�28f25) FF�28.2a ,y _ �.. rt -rj, 6" STABILIZED S01 " I—I I I—I I I—I 11— L ., ,„ c i i I_I I I_I w w w w r D w w w w \ w — E I, � 1' „. T -5. . p -f . , , 5 0 0 o PROPOSED HANDICAP PARKING x ' w w w w w w \ w w w w w (,� w w- - w w w w w w w w w w w / i �§t � w w w w w w $§ E a E 1;• w3� J w w J w5 t w 111 . . I a . 11” 30.0 \.. �.... . . \. \: i y w w ' w w PROPOS w w w w w w ,s. ,,,i w w w , "�--- w HYDROSEED AS SPECIFIED ED SIGN +:. ,,, wX .... GRASSED AREA y �`( Y' _ , . .., a /,, ,nt f.. -. t � & ,,a ,.,,�, f t � . ..., ; ;, E _ .. , ' ,. .1. 4 MIN. DEPTH OF T „a• ,, OPSOIL ALL DISTURBED 4�7w w w \ : ( 8 ` SURFACES NOT 2 . M-. — — — OTHERWISE PAVED ,3,.,:., ..,r.,.. ,. <.s„ s. .. .� „.. •,r. ,.,:,^.,r.. E, -,\n ,,,, ,,:E ", ',' C TTAG, w r.,�v �� rE�i� ,, _ _.. ,., „ „ :� �.. ;. f - ,> COMPACTED SUBGRADE �v..:... ,, l ,: „.., ,�v w � �, . � � . . . . , . . . II III I1 I ( III 1 OR PLANTED) PRO P e,.<. ;, � �., .- ,..,.. ,� , ., ,. ,,,. � . — — — — — OSED DUMPST „ � ,: 0.0 ER ENCLOSURE 1.11� I If 4r0. . if- Y �� ,. a,. . ..,, w w w w / r w \ w w w ". Q w w w w ,�� a,. ,,,; , ,, ,, ,_4w w „: FF��8,20 �v, �� : I E I y \ 3,„ ,:,, ,.,,.Sg. s,,,a ,r- "� .4s 4, „b , .�$% ; £sik'f„»,:�: < .1 , • • . . . . . . ,n t COTTAGE a ” w w w w w w w w 2h a'Y �_—aba w ,..F, ,., , ''. ,. ,\\ - _., ,,,;._,e;'a's/'? w \�/ w y ., .E',,, �. , , ,.',. 4.¢:., Sit 4, \,, \v L , .. ` y BROOM FINISH, STEEL TROWEL EDGE '" - i-�9.0" , E 4 w ,j/ w (FF=28.20) W; w ',t w w w w w w w w i w w w w wf , ,N w w I (UNLESS OTHERWISE NOTED) ® PROPOSED CATCH BASIN s. t R2 .�. �r R , w w w w w w w w w w w w w w w w w w ° A `;� f � I 4" (3500 PSI) CONCRETE R2 , _ CONC. WALK w w w w w w w w w w w w w w w w w w w w w w w w _ ( (= I I—I 11=1 I I=1 I PROPOSED TRANSFORMER I � s w w w w w w s'Aw , --I _ — — — — COMPACTED SUBGRADE w w w w C,Q A w w w i I -, w w w R54`5' w11 w w w w w ,r1 I — — — , 1�1 y w � R (� w ?Iw w w w wi4 ^ w w w '` w w w w w w w w N4 I , y w w w w . . R1 OF Q w w w w w w w w e w w w y w w w r „ 'Y`. \ Q Q w w w w w ? � p� w � I" w w w w wIm"i11 F ',1111, I&ul w w w w ✓l£ y w w w �w N s' a \ \.;§. "f \�.<- ?x E'r'g �+.. w w w w w .'v w w t 3,.'n5$.,y.. ('� w w w `y E. ,y. w w w \v �,,, \q, x 29 u, E'':3 'est.,. YSd dI d" .. r .,z ,§.... /f,�,,. ry� w y w w w w w 1 w \vim w " � w w w w R74y/5 "" f ;a �1 w w ( E_ '� a w w w w ,L/ w it's% w w ,l/ w �, w w w w J' ym rh yi'`3,£ a �£,.. ¢ 3 3 w w w w w w 3 ^? . R' ,. 25.0 �t- / i T .,z x. w w ..__s11 w w v w O w 11 0 w 11 I # �. .,r. , x, R 0, - _ � _ �, 64. 111I'll SITE w w w w t,r E DATA TABLE w11.11, w ;E w w w v �;_ ,? w , ,h a ..3 „n ( \ , 1, .,.. .. ,,,. ,?, , w / ., o x 'IV 11, 11, v L 3 w , ? w L w \ „, •,: 1 . SUFFOLK COUNTY TAX NUMBER(S) 1000-075-01 -6 (TO BE SUBDIVIDED) z \,�\ % w , w w w w _.. . - ., ..� w r,r,. ,... e;:.. w „ , ,, ,. trz w w w w y�g E..:,d., ,',CjAGE 2. ZONING CLASS AHD .� u.` 3 {��eVf C.,31an ?F caTTAGE su E,'::. •'� Q O ., , �, 1�1 :; ° 1 f s.:,/ w w wr+ : w w w w „ , O w w s5 ' z, a ,;�.« .,..::E; "E.: .� .;.: .._, ;.' „-,:: „„r:.- ....Sa „ .• ,'.. y8” ''e ,. .. ,,.: n.',,, .;...,,, fad ,.;er /r ,.". .:.' ... J t 3 AREA�, . 4 � EA OF SIT-ilE ACRES 213 256.82 SF ,a :<s, FF�2$.15 f Y .a.. FF 2 L 15, 1 E 4 896 ( ) W r ,r.,,, t ::i- ., d,: ,,,,,. ..3: r. - - - ,.., e. I/..6';.. '§TIE S\\,E ,, ,,,,, F.. % ,_. „fes: ,s„PD.. ,-,;.-- r .. ., -. 1..... \ ,:;,.'....., , ..._ .,...: , ,;.. ;,.?.. � ........ ........ , �. i_.. ,. , „"'; ,..E .:':`':.^ ....,.... :: -. G ".. 4. INTENDED USE w .r,.,, w w s.,,_.,. w w w w w w AFFORDABLE HOUSING OF PROPERTY s y,, 2.: , a ,,,e s u , ti- \� �,, 6. DAT w w G . w w w ” - w w w w w w w UM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S. NA \ ' 1111111111 11 0 � � �� , /v w / D83 (HORIZONTAL) & NAVD88 (VERTICAL) ; w1-111 $ w w a w w w wY w w w w w L w w w w w w� w 7. DEPTH TO GROUNDWATER 23 +/— Z ® k3 � r Y,E f 11 ~E w7' ..:.'. w w �ti.:.YEs„ w w k. w w w w w w bs-'NJ :.,Ln,s.;.,. w w ,I/ w w w W V/ w `3., ,' °il - \/ \/ © 11 , : ' - ° ZONING COMPLIANCE TABLE LOT 2 AHD DISTRICT w w w w w w G w w w w w w w w w a \i/ w ✓ 4L'' E �1"`:,. ) w, I ..a w d/ w w w -J � - b w w w w �t3 w w w ," . �°� w w w w w ° w 1 REQUIRED PROPOSED w # y w w � w 14 w w w < '- , 2.01) w 4 '; COTTAGE; �TTAGE � 1 I 11 MINIMUM LOT SIZE 10,000 SF 213,256.82 SF t1` w w w w w w § w w w w11 s:, sx w w w w w .., w w w ,. w w w .; w w �`>' w w w w w w w w w w w �,, 11 {FF®28.2 } ® w (F�=28 25}' w w 1 j \ o ,: y, COTTAGE, MINIMUM LOT WIDTH Imo- _ COTCA"" v0 1,111 w w v w w� w 80 FT 1 64.7 FT ` $ MINIMUM LOT DEPTH 100 FT 330 FT bn w w w w w w w w w 24 w w w w w w w w w „ w �� 71 w w w w w w w w w w ` ( 2s � v w w v s w % ,' a w w w t w f �I1. ® s"Y I MINIMUM FRONT YARD 35 177 w w w w w w w w w w w w a w w �, w w w w w \I, k 6 \j/ NGt ! \L w — s 51 #A MINIMUM SIDE YARD 15' (25' BOTH SIDE YARDS) 25' BOTH SIDE YARDS w I w w w w w w w w w w w LLLLs: w w w / w w w w w \l �ir1 v ✓ aa`Z$,fs�. w w w w N w w w w w w w w w w w w w w t X11 MINIMUM REAR YARD 35' 35' v w w w v/ w w -11 � w w 3f.. w w w `)) w w w w w w w w w w w w ,6' w w w w w w w .14/ w w w w w w \V w MINIMUM LIVABLE FLOOR AREA PER UNIT 450 SF 600 SF > ,E �� -0 I - w w w w w w w w w w w COTTAGE w w COTTAGE w w w' w w w w w w � e w w � Co-�p, � w MINIMUM YIELDING AREA, 24 DWELLINGS 79,200 SF 213,256.82 SF # � % 0 '" ,v w w w w #. ,$) 3 w w w w w w w w w w w w # w w , w w w w w 11, 0 (FF-29 2a) vat �,,` ( — (FF�z9 1 El- w w w w w w w w w w w w w w w w v r w w w `v v w w 3 1 11 / \ � l w � r */31 _11•;' w w w w w w a s A,..;, w w w __ —ib --dr —�D � �� G w w w L s w L' w w` _ C� 3 ` I �I -- -- `� - v w - — " E 10.0' 11" 10 PARKING REQUIREMENT (LOT 1 ) ww ,I, _ -�1�-- --d•.-.� —" ,"`vL•� � w w w w w w„,,f vV vL w w w w w yV w w w w w w w w 'z w ., �:: w w w11 y' �t,j_=-" .>A ,�.. �� ` ,, ., r "_ _ � ," agtr� ,"& v 1 MIFDU TENANT—OCCUPIED 2 STALL/1 DWELLING UNIT / `"�/ w w w w w w 1 0 ^� w r w,.__„ w< ._. ,. . r __ _ _ r�1 � �_- ,, - v _ w w w w w _ „_., _ _ „ t y R ( , 1 1 (CH. 280, ARTICLE Vi, §280-28) ""/ ra �N r �� r 172 ._,/' 11 ' 2 X ( 4 DWELLING UNITS) rm 355424' w = 48 STALLS [ p� ►Ca'_ N 40°20'00" W w " �\ C M 2 y. 0+ �2a s4 �.: v D "f (,r r _ tet. g` „. � � I PARKING PROVIDE w w w ,E a 4) w w i s: — �, R. 0 0 w w w w ." _.. I .;E HANDICAP STALLS = 12 STALLS I Iv w ' lea4 w w w w w 1 TOTAL = 56 STALLS i .I, I ,I/ I \ } w w, v® w w w �w All U I 1\ _ __ 0, ' o - w w w a w Q � w w w wI. - t %11111", i, C` _ _, -- I _ Q w w � 11 Q,vw w wJIL� w w w w w w �/ w w w w �w w I \I/ w tx �� w w w w w w w c � , . E I w v. ? '.��''y i� / w w w w '.t/ w Iw w w w �t\ ,�r� I/ w w w w w �O nm I ' 3 1] W I w' w w \b/ �� \ f \ :rl w w w \L1 w w C'.-w I I �s ! 1 �- w w w' \L1 , w w w __. —__--____� 3 y CL__ ___ —.— w w W w w w —.___' _.-__. - -__-- - - 1 ® w ,✓ w w l 1 � w {y� rii D� w w " w R,6 4.0 w ,, ` w w w w w w z r 3 C7) I Iw� w wFd40�> w w w w w w w 1 I I w v w w &m e� w w w w w 1 , 0 I I 4 'I 1. w w •>✓ w w �' p w w w w w I11 11 A I w I w w w V/ " T w w w w w w 111111 I I w w w •�/ w 2 h w \v w w w w , w nl W 11 w W w V/ \v w ' w w '.I/ w w w � � RECEIVED I w w w � � w �, w w w w 1 v CEI I I Iw 1 w �' w w w ' � w w ,I/ w w w w 1 __i I JUN 1 4 2022 w w w w / w w w w w w w �I I w � � E I PROPOSED 4" RPZ w w w w w w w w w w w ,f Southold Town I s ,_ , INSIDE OF "HOT o I � w \I/ w ,I, w �11 ". w w w \v w w w Planning Board BOX ENCLOSURE CIL (1l) ` ;/ w w w w 't41 � w w w w w w , w BY DESCRIPTION APPROV. BY w w w wry w v v w w w �. I I —� I'll w w - w . y w w w p 1 REVISIONS _ TOWN OF SOUTHOLD I i w w w 'v w E" , ,, w w w w w w w w �, w w w w w w w SUFFOLK COUNTY NY c� I . ... /� w vI, w w � � w ` w w w I w w w \4 , ? n 0 (J I �' w w y 3"�` �` w , w w w w 09 p 4 ,� PECONIC COTTAGES � .�' w ,;, w w w 1 .— w11 L_ i — — �- /V 41°39'30° � n. F NE i _ _ _1�.--- „` _ _ _- _ _. _ _ _ . . `�� s PROPOSED SITE PLAN I a — — i �-. PROPOSED WATER ;\ y _ _' 3E 8f 50 oOF, T�. �. METER INSIDE OF - rN � S i T E PLAN DT-201 WAULT ,E o __ C L. K. McLEAN ASSOCIATES, P.C. ' SCALE: 1 "=30' CJr®� 1./rn�� tE' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 W 11/ r� a) _ L.. I � A �� a '�A �p �� THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �� 7 � '� \ CA /-"y/� V I/\Y/U ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �� f Designed By: MF/CFD Scale: AS NOTED Sheet NO. CAR K AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL () ENGINEER, WHERE SUCH ALUST SIGN, ARE MADE, THE d -S (n PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: M F Date: JUNE 2022 4 D / DRAWING AND/OR INDESCROE THE FULL �TFI�E 3PECIFlCATIONOF THE �(�NYSN�N�TWE CTI SECTION 7209-2). Approved By: RGD File No. 21 039.000 I 1 N/F LEGEND: OSPRE Y DOMINION CO, _ ; ,. ;,� .c ,a (COUNTY OF SUFFOLK DEVELOPMENT RIGH SS ._ PROPERTY LINE -S- 38°45110" E 478, 73PROPOSED CONTOUR 29 _ �2g/ 28. -1 1.0 - - EXISTING CONTOUR LP5 � LP6 DM6 / ' — — PROPOSED GRADING LIMITS /�sp /FE51 do 1` /L`rp L FE6) 1 2� 1 I —D PROPOSED 8" HDPE ROOF DRAINAGE PIPE 8 r T5 / ST6 N P 1 U( j - - - / c // PT6� 0 \\ P, / PROPOSED 15" CPEP DRAINAGE PIPE OTpq 5,0 ) �� /-. COTTAGE COTT,GE �� 1 �j / ® PROPOSED CATCH BASIN 1 CO oh O �h �o� r #�sr �F r �s _ \ 1DW1 #11 #10 9�� 2890 \ ) / (FF=28.25) m (FF=29.25) D OOT ` DW PROPOSED 10'0 DRAINAGE LEACHING POOL I DW) r `13 CF s iK T7 ,��7� } / ?86�� s PROPOSED SANITARY PIPE I kD / \ / ► �. �£ \ / s 0 T7 \� \ w PROPOSED 2" DOMESTIC WATER SERVICE NCp / S —FS PROPOSED 4" FIRE SUPPRESSION SERVICE COTTAGE w s Tr E PROPOSED U.G. ELECTRIC I X29 �w COT \ TAGE =2820) \-4b —PE PROPOSED U.G. PRIMARY ELECTRI/~ I 12 C O \ / # d (FF=28.20) I 1 PROPOSED TRANSFORMER 5 4 ISAGE J 3 L —e \ �C 1 D�l c}-1 LIGHT POLE `pW I \ q All / � -Cy- UTILITY POLE UTILITY LIGHT POLE TRAFFIC�J SIGNAL OLE CY ✓I 9 �� DRAINAG� EA #1 0 SANITARY MANHOLE GAS VALVE / SIGN d" Iva 0llAGE a t _ \ 1 - -T i{� CONIFEROUS TREE tD DRAINAGE MANHOLE PT4 O � _ — — RECTANGULAR DRAIN INLETo r-28--1 ROUND DRAIN INLET �� \� o COTT8AGE COTTAGE /FIRE HYDRANT # # t i g '" / (FF=28.1,5) 1 l (FF=28.15) ( DRAINAGE t"; WATER VALVE � I ' i \ w w ~ `p II � pGE ST4 AREA #?�� ...,--� WATER METER 1114- C01-T#19 o (OLW') /LP3) I / / f" Q TELEPHONE MANHOLE �0 1/ , DM4DW 1 /� / ` �" - DECIDUOUS TREE CY `/ (— I / 0DM3 Coll GV-20 ° �FE !� 11 00"> FE3) P (c6TY7) COTTAGE COTTAGE Z aST2 6 lD% (FF=28.25) (FF=28.25)I COTTAGE 1 COTTAGE -; s #24 \ / w) #21 (FF=29.10) (FF=29.10) (P%3)_ - S sCols %1% / '0 M 2 GE µ' � 2 #A, �. kLP 1 �. / 1 1 cb DW 1 � —._._.®, i jll°W 1 COTTAGE COTTAGE �' 1 / �( �' COf f AGE REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: nn - - - - - ��!. (FF=2s 20) (FF 29 20) `� /' � i � (F#2a'a� dDRAINAGE AREA 1 # \ 3 # RAIN GARDEN (DRAINAGE AREA #1 �13 1 IMPERVIOUS (ASPHALT & CONC.) = 24,320 SF EDGE' DF W£73BS � I � � 9 �� ry-v � / ��.�a � �o C=(24,320 X 1 )= 24,320 4,71 1 .25 CF REQUIRED gel � VOO-DED 1c�� I — �,��,v 9. �E�� `_ x�°r^ �^�� / 24,320 X 2"/12" (RAINFALL)= 4,053.33 CF CAPACITY IN RAIN GARDEN (18" DEEP) = 5.710.5 CF / tiv r \ _ l _ PERVIOUS (VEGETATED) = 39,475 SF TOTAL DRAINAGE PROVIDED = 5,710.5 CF co �'° - - - / DRAT AGE \ '^ L _ J t N/F y ° C=(39,475 X 0.1)= 3,947.5 3.947.5 X 2"/12" (RAINFALL - 657.92 CF 5,24' COUNTY OF SUFFOLK ARE #4 I _ � N/� N 40-20100' W 35 �- ✓ 2� COt�p,GE a � � � DRAINAGE STRUCTURES DRAINAGE AREA 2 I s #2.$) L TOTAL STORAGE REQUIRED =) 4,711.25 CF CHARLOTTE MILLER I N/f- I / ` qT cn 3,097.17 CF REQUIRED MARIO ROSA-OSORIO r DRAINAGE AREA #2 (5) 10'0 x 10' DEEP LEACHING POOL = 68.42CF•/VF X 50 = 3.421 CF AND LISA A. ROSH 1�\ N �' IMPERVIOUS (ASPHALT & CONC.) = 15,880 SF TOTAL DRAINAGE PROVIDED = 3,421 CF I i ♦ �' C=(15,88OX 1)= 15,880 `- 115 DRAINAGE STRUCTURES (DRAINAGE AREA 3) I I \ FE11 o t DWI ,880 X 2 /12 (RAINFALL)= 2,646.67 CF 0 I �� 0 j Coll AGE / -_ PERVIOUS (VEGETATED) = 27,030 SF 2,049.73 CF REQUIRED N / 0 ga°1 � _ _ C-(27,030��X 0��1)- 2,703 SF (3) 10'0 x 10' DEEP LEACHING POOL = 68 42CF�VF X 30 = 2,052.6 CF °° I D/k� \ M1 (IFF \ i--1 2.703 X 2",Z12" (RAINFALL)= 450.5 CF TOTAL DRAINAGE PROVIDED = 2,052.6 CF (11 ♦ TOTAL STORAGE REQUIRED = 3,097.17 CF \ LP 11 ` DRAINAGE AREA 3 DRAINAGE STRUCTURES (DRAINAGE AREA 4�. 1 1 Y DWS / 1 IMPERVIOUS (ASPHALT & CONC.) = 8,624 SF 788,1 CF REQUIRED C=(8 624 X 1)= 8,624 / � \ 1 8 624 X 2" 12" (RAINFALL)= 1 ,437.3 (1) 10'0 x 12' DEEP LEACHING POOL = 68 42C�VF X 12 = 821 .04 CF PERVIOUS (VEGETATED) = 6,124 SF 3 CF TOTAL DRAINAGE PROVIDED = 821 .04 CF U I C=(6,124 X IDA)= 2,703 SF NI- , . - _ I�W1 \ 2,703 X 2"/12" (RAINFALL)= 612.4 CF TOTAL STORAGE REQUIRED = 2,049.73 CF cn DRAINAGE I i �; �, AREA #4 fj DRAINAGE AREA #4 -4 0 I I 1 IMPERVIOUS (ASPHALT & CONC.) = 3,015 SF o l 1 I —28 , \ C=(3,015 X 1) = 3,015 U 1 3,015 X 2"/12" (RAINFALL)= 502.5 CF PERVIOUS (VEGETATED) = 17,136 SF C=(17,136 X 0.1)= 1 ,713.6 SF °' (l 1 .713.6 X 2"/12" (RAINFALL)= 285.6 CF ;_ 1 \ \� /� TOTAL STORAGE REQUIRED = 788.1 CF RECEIVED w 1 I ► '' 100, Ile 1 JUN 14 2022 1 � PROPOSED 4" RPZ Southold Town ! 1 / r,� INSIDE OF "HOT Planning Board o ` // �\ BOX" ENCLOSURE U) r / o 29 DATE BY DESCRIPTION APPROV. BY CD 1 REVISIONS ' TOWN OF SOUTHOLD Q 3 1 SUFFOLK COUNTY NY E -�J s >� - PECONIC COTTAGES _ tN — / _.. A—:1 _ w-41 ltd,. GRADING AND DRAINAGE PLAN 368,5 0' _ .� .�-_29- _._._.._..._...,_____._ ------'—" �' PROPOSED WATER L_ ` � -___ METER INSIDE OF � 0�R � ST �= Q� SITE PLAN --29 DT-201 WAULT * 4° I L. K. McLEAN ASSOCIATES, P.C. N `w " ' Cf,' '� ESV.. � � f n W CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ^ � SCALE: 1 =30 (50' WIDE) A 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS t;� �j� / Sheet No. Feet CARREL AVENUE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 7 �� Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TYS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL /� r RGl�ro AL RE EENGNUCH EER MUST SIGN. SEAL.TIONS ARE DATE AND THE !! ESS10 Drawn By: M F Date: JUNE 2022 / h� DESCRIBE THE FULL DANT OF THE ALTERATION ON THE lam./_ J DRAWING AND/OR SECTIONS7209-2).ION (NYS M. LAW Approved By: RGD File No. 21039.000 I �� R151-1�� . __ —'___ LEGEND: (CDU,t1? , MJF ,S�1FF:.�l'_f; L�kIE L L,'t-M 1t :T _ S 38045110' E 478,73 i -C) ._.-___..___,_'�} —--— PROPERTY LIN E —D— PROPOSED 8" HDPE ROOF DRAINAGE PIPE t N—■■■■® PROPOSED 15" CPEP DRAINAGE PIPE �`P51S—DM5 —�FE5) �`Pi -�FE6� 1DW) t ` ` r PROPOSED DRAINAGE LEACHING CATCH BASIN dSPTs PT5( 5W,5 ° <CE^'S> 1 r (DWO� PROPOSED 10'0 DRAINAGE LEACHING CATCH BASIN / PT6 j0 -� COTTAGE --� t,LP71 COTTAGE -�«; r / A„ - „ a ( DW � PROPOSED 10'0 DRAINAGE LEACHING POOL DW) #11 #10 (FF=28.25) (FF=28.25) DM] ?990 J COTT °'- FE 7) %�� .� r" ( Ol PROP ' 1 DW) AFF#r3 cF s °°ST7 PT# PROPOSED 8 PRETREATMENT TANK y esoJ (MV7) 1 1D% T7C00% PROPOSED FUJI CLEAN I A SEPTIC TANK T# / \� sI-S COTTAGE 9 DM# W FF 28.20 1 PROPOSED 4'0 DISTRIBUTION\ � \w COTTAGE ( ) � ,.- ,� (p ION MANHOLE #12 (FF=28.20) 1 �A e / LP #� PROPOSED 10'0 SANITARY LEACHING POOL 1DW1 .? �, 1 GE " �- #�� `FE#� PROPOSED 10'0 SANITARY FUTURE EXPANSION POOL q 1 DW ckDW)�mz9.2°� / • �W - w w ",—IW w w �`� � s PROPOSED SANITARY PIPE r DW 1 PROPOSED 1 " DOMESTIC WATER SERVICE PRO?6SED PRIVATE ..i M HYDRANT l 1 � � w— PROPOSED 4" DOMESTIC WATER SERVICE F— PROPOSED 8 HYDRANT WATER SERVICE _ e PROPOSED U.G. ELECTRIC � M CO'��AGE 1 1 _ _ ._ _' .✓ ._ ._ — — _.. ___. _. � . G __ _ r; 2a2°) 1PT4 , / koDWl _ _ . ._ (:;© PROPOSED LIGHT POLE q 8 0 Z s ,r .rY�00 PROPOSED TRANSFORMER Q O g s \ COTTAGE COTTAGE / O #g #g DWS 1 ` g (FF=28.15) (FF=28.15) / 1 LIGHT POLE II W W / pGE ~ ST4 s �� LE �p I � / UTILITY PO T3 "q- CO#19 a ° (cE;v�} k LP3) UTILITY LIGHT POLE r s a / w / t z Z �Ff'2920 �E ° DM4/ / 1 jl € O TRAFFIC SIGNAL POLE 1 � �'"'�LP4 �- 1DM3 / C7 SANITARY MANHOLE pq NGS i / ° -- — i 1 1 A GAS VALVE C0l 20 FE4l d °o"> FE3) P 1 `1 w o # ST3 / COTTAGE COTTAGE . SIGN ( 7) o 1 3 C �, ,�, #7 #6 � fry CONIFEROUS TREE 1 1 DW g COTTAGE (�-2a.25) o S2 (FF-2e'25) / / DRAINAGE MANHOLE COTTAGE D DW) 21 #24 —�` RECTANGULAR DRAIN INLET # (FF-29.10) ROUND DRAIN INLET (FFe29.10) !'P 3�---s s /.� � �O MZ �. S 1 DW COST AGE FIRE HYDRANT FE2� WATER VALVE LP21 WATER METER _ l Dw 1 / - 0 TELEPHONE MANHOLE 3 (DW) COTTAGE COTTAGE / COTTAGE o `; � DECIDUOUS TREE #22 23#29.20) / C 28.8 ti r (FF=29.20) ( ' Dyy 1 ' 3 UTILITY NOTES: EDGE DFWOODS ` t 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE <5`?'-( �, .rY'YY`l.(�°�Sr•ti(.`1rl, l t:.Ci?at. N � -! 1.i �.. CU t r �. UTILITY COMPANY 7D �A� WLIL7EIEIa �' FE:COR. 4' Cf.';I�'LINK FEIt'7 1,7E _ e —, .— y 1 _ - = x-- T x =X cn 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG � �• _ _, � R: N OJ 1 `� r it ,,,,;F y OUTAGE CA 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR NIF N 40 020/00r W 355,24 ' it �` . a �F :ry F / C C7 � �� M.�LLgf�' s lF#Zae) � 4. SEE LIGHTING PLAN FOR SITE LIGHTING NIF 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND MARIg PCISA-0Sn-PILI f W METER ON SITE. Njv Llfi A, nC7S 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) 1 ° t/DW) 1? �.... �j I I j� I FE11 o CO��AGE / - _ ._._ -.- -- -- - - -` x' `" 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. I ST1 `�"'') #1 __ _._ _ -- -- ---- 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT t pW1 ��$ze.ao) _._ ._._ _ . _ _ __ . __ OF HEALTH 9. WATER SERVICE SIZING: U W 1 e LP 11 0 9.1 FIRE - 8" / 9.2 DOMESTIC WATER - 4" (MAIN) 1 D0 i I ) O PROPOSED 1 10. FIRE & WATER GATE VALVES AND VALVE BOXES: VALVES SHALL BE PROVIDED IN ACCORDANCE WITH ELECTRICAL AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO o I - - - - TRANSFORMER THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES M /U SHALL BE NON-RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16-VALVES AND SMALLER) OR DOUBLE° 1 1�`%1 NIUTS, (RON GATE ANDIEBO Y RUNGSZE ,WEDGINGOUNTED OF THE DEV CES,UTBER RUST BEARINGS TED AND PAE TYPE.CKING NG G NDSSANDSHAL STEM Z MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF (, 1 THE MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 RS OR I 1 1 e1 APPROVED EQUAL. o I I I 1 DOMESST CD 4» 1 11. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH U I e TER SERVICE 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE _ BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET OF COVER OVER THE C. PIPE. THE MINIMUM THICKNESS OF THE METAL OF THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS SHALL HAVE "WATER" CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH BLACK ASPHALTUM PAINT. 1 i w 1 II 11 1 PROPOSED 4" RPZ RECEIVED C 4_1i 1 `� INSIDE OF "HOT Q JUN 14 2022 BOX" ENCLOSURE Town PROPOSED 8' �\ Planning Board 00 DATE BY DESCRIPTION APPROV. BY WATER MAIN 0 1 FOR HYDRANT 0-) fy �� _w REVISIONS I I 1 ��r. ., ,� 1 IC 0I it4 . 1 TOWN OF SOUTHOLD C_dI I I 3 �' SUFFOLK COUNTY NY E � Eg PECONIC COTTAGES — _ — — s.. -,,; 41°39 30r 189 58' g" _; _— .__ w w ___--- _ — — — -- w. /Y Wc — W W w W w P•��'�f NE�Y - - _. _.._______._� ___ _ _ W W W UTILITY PLAN 36850 P OPOSED WATER o0 Fl N SITE PLAN ETER INSIDE OF PROPOSED SCWA * '` 0 pp DT-201 WAULT PROPOSED WATER MAIN EXTENSIO L. K. McLEAN ASSOCIATES, P.C. g�� 7'__11t _ 8" TAP r i_. . i � 6` SCALE: 1 =30 C50, WIDEN PROPOSED % CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 I 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ] Sheet No. R Feet CARRL7L L A VENUE IS' ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �, Designed By: MF/CFD Scale: AS NOTED UNDAND/ER THE WHERE SUCH ALTERATIONS A LID PR MAD E CIFICATIONS. UNLESS S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: JUNE 2022 G V DESCRIBE THE O IN THE ESECTION THE ALTERATION(NYS . THE Approved By: RGD File No. 21 039.000 DRAWING AND/OR IN THE SPECIFlCATION (NYS ED. LAW t"I SIGNAGE 03FIr",r1, I�'i°{IT .IIfi Wil' �, FOR ACCESSIBLE 77LK DE-VF-LOP�%'E-NIT TEL (CIIUAITY 0F SUFFa, RLIS PARKING S 38'045**10-0 E 478,731 of$ LANDING REVEAL NOTE: SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE6-.0' DROP CURB TO ALL PEOPLE WITHIN THE `17— k. S3 CO COTTAGE COTTAGE DRIVER'S SEAT OF ANY X VEHICLE NC. WHEEL ✓ 09 S2 $e,, 11 lb #11 #10 �31 If -111, (FF=28.25) (FF=28.25) 0 STOP (TYP.) GO - Cj 'p- (Y , ., p -1 I� t . 190 9 le >- GREEN BORDER (3/8") AND 4" (TYP. 4" (TYP. S 'iRESERVE LETTERING (2" HEIGHT) 2 110) WHITE BACKGROUND AND BLUE S1 PAR R K I NG S3 3/8" MARGIN S3 PAVEMENT MARKINGS S2 Isp- BLUE INTERNATIONAL GE COTTA -vl -�� { I - SYMBOL OF ACCESSIBILITY #9 I J� COTTAGE (FF=28.20) 3/8" GREEN BORDER #12 (FF=28.20) 1 1/2 3E L GREEN LETTERING ;illWHITE BACKGROUND AND f� 4b A("C,F fDa S1 $ —----------1 3/8 1� " MARGIN '0 -J; #1 1 PROPOSED ", SIG 5v�'zq.70) I"J NAGI FOR ACCESSIBLE PARKING ONE WAY SIGN N.T.S. 1:31 10 0.0' 10.01 (11-1 S $ .09 30.0„S, Ir Q i �E -� �� ` TYPICAL ACCESSIBLE PARKING DETAIL PROPOSED SITE LEGEND: N.T.S. LJLJ DO NOT ENTER SIGNS PROPERTY LINE Z *4 Ill, C-) COTTAGE COTTAGE S1 #8 #5 (FF=28.15) (FF=28.15) PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL '0 1 Coll A,.GV- ST �2 't S3- PS3 Z 1 PROPOSED SIGN/TYPE S S2 S3 -S1 RESERVED C011 PGt PARKING SEE SIGN FOR COTTAGE COTTAGE PROPOSED STOP BAR ACCESSIBLE PARKING #7 #6 (FF=28.25) (FF 28.25) T DETAIL -C� COTTAGE C- COTTAGE #24 VAN ACCESS113LE #21 ( (FF=29.10) FF=29.1 0) Q) 2COTS S341 'S3 NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH Ld U) s THE NEW YORK STATE 0 STEEL POST MANUAL OF UNIFORM COTTAGE AGE COTGE < (2-X2-) TRAFFIC CONTROL DEVICES. z TAC O #22 #23 (FF 29 20) (FF=29.20) U) U U) Ld -j 4- EDGE CF WaVf,�,' :.,:I F. CONCRETE BASE ry-y-y-'�'ry-r-y--Yl. I 1F, 0 4' CHAWLP4K FENCC 1,7 S X X U) (0 MV NIF N 40'020100'f W 355,241 "J" ROADWAY 11 CIWI RL DT TE 141L L EP NIF MAr7 RIL7 RL7SA-17SEIPI C) AND LjSA A, ROSA 2 3 SIGNAGE FOR STOP SIGN PLACEMENT DETAIL 4-1 SITE PLAN C- 01 II i� SCALE: 1"=30' ACCESSIBLE N.T.S. u 0 30 60 Feet COF#2C11 PARKING N.T.S. CIO T uSIGN TEXT DATA TABLE t 1 ARROW Q) 0 (WHITE) 0-) SIZE OF SIGN COLOR OF TYPE OF N.T.S. SIGN DESIGNATION DESCRIPTION TEXT MUTCD NO. (L X H) 13KGRND, LEGEND MOUNTING 0 G.M. W S1 STOP SIGN OLf 30"x30" RI -1 RED WHITE S.P. STOP LINE TAND. (WHITE) C N.T.S. 4- 0 — S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) 75 R=40" 1--36*— tM 1--24-- Cy REC (D NO IVED ry S3 NO PARKING ANY TIME PARKING G.MS.P.. 4- ANY 12"xl 8" R7-1 D WHITE RED JUN 14 2022 (n TIME SOut 0 Town Planning Board to �32• � 4- R=28" 0 Cf) RIGHT TURNING ARROW 0 BLACK DATE BY DESCRIPTION CD ONE WAY ONE WAY SLA G.M. (WHITE) APPROV. BY 54"X1 8" R6-1 R BLACK WHITE 0 " ---u S.P. N.T.S. Q (ARROW) REVISIONS PROPOSED RPZ INSIDE TOWN OF SOUTHOLD < HEATED (N ENCLOSURE SUFFOLK COUNTY, NY DO NOT ENTER 30"X30" R5-1 RED WHITE G.F. SM. 0 C) S1 ------------ PECONIC COTTAGES 0 LIL #9 581 -,A, � -'�' 0'f V 8 PROPOSED n N 41'0391 METER VAULT OF NE A TRAFFIC AND SIGNAGE PLAN CN 0 L. K. McLEAN ASSOCIATES, P.C. NDr P'4\1Ef1r1V. C-) wCONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (50 VIDES O THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. UE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 7 Designed By: MF/CFD Scale: AS NOTED 0 A VEN AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS CA UNDER THE DIRECTION OF A LICENSED PROFESSIONAL c ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE SS1 Cn PROFESSONAL ENGINEER MUST SIGN. SEAL DATE AND Drawn By: MIT Date: JUNE 2022 D DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE D DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW C7 SECTION 7209-2). Approved By: RGD File No. 21039.000 10.0' DUMPSTER(S) TO BE EXPANSION JOINT 6" CONC. SLAB WITH WELDEDSUPPLIED BY OTHERS (NP.) WELDED WIRE MESH WIRE MESH, SEE PAVEMENT/ J � SURFACE SCHEDULE ON SITE . ' '. , .. ,. ° �� , ! a a , 2'r x x x x x x x x ¢" ROUND DEFORMED 1"0 ANCHOR PIN DETAIL SHEET d d q•''' ' 8 WHITE VINYL FENCE a, J ENCLOSURE REBAR (3 REQUIRED) SLEEVE (TYP.) d y • J •. (SEE TYP. FENCE DETAIL) ,.• 4" CE '-Orr " SECTION A-A 3" TYP. d • J % A ° ` i • �L d; I 15.0' � . '�' J L•' g. EXPANSION JOINT • ., v ,, ° s. .J .•• ; (TYP.) CONTROL JOINT • a.l v d % v' ••�• j• 4, K-T: A. v s /. . .• r7 10" I---10" 1'-9" IOrr 9-91, " 9.0 '. . E 5 MIN. VINYL 5"x5" POSTS . . ,: :' ' •• • - �° �� •"• � 4 '• � € E ' ' WITH STEEL SECTION ELEVATION ° ai v CHANNEL (TYP.) J j J' ° `�. . .a• .' d. 4 i 3 I CV v w NOTE:' 12" HAUNCHED CONC. SLAB WITH I A I INSTALL EACH WITH 2-#8 REBAR AT T #5 BARS ® 16" O.C. EACH WAY r' 2O'MAX. A 3'-0" BURIAL AND TOP FLUSH WITH TOP OF WHEELSTOP. DUMPSTER ENCLOSURE DETAIL PLAN NOTES: N.T.S. 1. CONCRETE 3,500 PSI ® 28 DAYS MIN. 2. WELDED WIRE MESH 6"x6", #10x#10 CONCRETE WHEEL STOP DETAIL 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE J" THICK x 3j" HIGH. 4. FINISH ALL EDGES WITH J" RADIUS N.T.S. 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE J" DEEP. 6. SURFACE TO BE LIGHT BROOM FINISH. CONCRETE SIDEWALK DETAIL3" FLATLTOP CAP EXTERNAL �- 6'-0" CC== N.T.S. (TYP.) (POST CENTERS) . tom. 6" 6r, > � » Cft"�Ctt " 34 VINYL VINYL TOP RAIL WITH SECTION STEEL CHANNEL (TYP.) PLAN NOTES: 1 " VINYL FILL " 1. MATERIALS SHALL CONFORM TO ASTM PICKETS TYP.) 39 A48 CLASS 308 OR 358 (TYP.) 2. LOAD RATING SHALL BE AASHTO & HS a o a d a d D 20-44 HIGHWAY LOADING == a= a a VINYL MIDDLE 3 » 30"36" RAIL WITH » O D D D D D = STEEL CHANNEL 8 -0 24"0 HEAVY DUTY FRAME �� aoao � I`-24=-1 (TYP') 6" 00 �o =o & OPEN GRATE COVER == a� ao �_ --- N.T.S. �I --34 5"I-- SECTION 144" TION PLAN SECVINYL 5"x5" POSTS NOTES: WITH STEEL 1 " PLAN CHANNEL (TYP.) 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 39" ROOF LEADER 9 ,•�I NOTES: 358 SPECIFICATIONS 1. MATERIALS: CONFORMS TO ASTM 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY A48 CLASS 308 OR 356 LOADING TRANSITION SPECIFICATIONS 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND VINYL BOTTOM 2. LOAD RATING: FOR AASHTO & HS PRECAST OR APPROVED EQUAL. RAIL WITH SCHEDULE 40 PVC CLEAN OUT g » 20-44 HIGHWAY LOADING STEEL CHANNEL o' "T" BRANCH WITH PVC PLUG 5" 3. FRAME AND COVER AS 6,. MANUFACTURED BY LONG ISLAND (TYP.) SECTION PRECAST OR APPROVED EQUAL. 24"0 HEAVY DUTY FRAME & COVER 14% M" MIN. PITCH DRAIN PIPE 30ADS " X 49" FLAT FRAME & GRATE DETAIL N.T.S. GRADE N.T.S. FINISHED GRADE SCHEDULED (D2" I _ ( (CONCRETE PAD I I (D3'I III-I -11» ) (. I 10"� NORMAL; I I cn 12" ® CORNERSCONCRETE I FOOTING (TYP.) I 1 CLEAN -5 - 8" ADS -1 0 0„ SLOPE ® 1% (GTM.)L 6" ROOF LEADER DOWNFALL DETAIL U 8 THICK REINFORCED DRAINAGE NOTES N.T.S. CONCRETE TRAFFIC BEARING 24" DIAMETER 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 TYPICAL 8' HT. WHITE VINYL o SURFACE AS PER CAST IRON INLET GRATE & 2. ALL CONCRETE TO BE 4000PSI ® 28 DAYS FENCE ENCLOSURE DETAIL U PROPOSED SITE PLAN FRAME (OPEN OR SOLID AS PER DRAINAGE PLAN) 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE N.T.S. BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY 4" MIN\, THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT _ BE SHOWN ON THE PLANS. BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN SEE LEACHING BASIN DETAIL AND DRAINAGE PLANS MULCH TOP SURFACE WITH 24" DIAMETER ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE THIN LAYER OF LEAF CAST IRON INLET GRATE & ate: ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. 6 MAX. POND DEPTH COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY NO DIRECT PAYMENT WILL BE MADE 12"MIN WOOD NOT WOOD CHIPS - 0 ( ) PRECAST CONCRETE CAST IRON INLET FRAME & GRATE AS FINISHED GRADE 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET 00 2t"MAX. 0 CHIMNEY OI ea FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED SEED MANUFACTURED BY LONG ISLAND o (SEE PLANTING U PRECAST OR APPROVED EQUAL I= °o$^ted �' BY THE ENGINEER. (l " 4,�. _ r' �..L.•.>•:.. r :.,,, QPLAN) e 86o qBb .-`� � � ': ,'- DHy.r•., .t„�.,. r: A V VI _ _ _ a•00000. - w.� 6. ALLOW FOUR 4 IN dog7.eV=q, O INCHES FOR FINAL ADJUSTMENT OF CASTING. ,,•„;;:.. ��^1 i'1.< - '}•r~^-:\y'•'t"'';yy5:` vY'iR:>' v:; > "� •M^%:. ASPHALT PAVEMENT 3 . ti.. •>:. 'tl.ee o 98 .,'.v.r:';t< '•`�.':�;."r- t•ra ni�i ., .•r'_�: i.-`'.':^1•_.�::..,,<•td, s,f..`ti•,.r?^.•r�.. `'4`• ..L...x.�,, ,t•'tt<"' •V: '.S`:..>< :�.'�:,%".,:. Y. :.SeW�•F'ti.�.<.._-_ w.e:C•,..ir:<"'>w:a'!�,-l,.p',.:ivf.N.�',t�..'4J{.y 1.•M.�: » HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE ,; a><d•.:,, r S6v :_n:ok'. .''k v " (n ¢ao.�o :;� MIN. _ ,..�c;> gra �>°�:- J ��-. ,�-�-. >,�,-...;,s� -r�; 12 (MIN.) 802 EFF. DEPTH AS PER GRADING eb p _ :. a,::} _ '•-_,, _ .. >.r:..e.k<��s:: :k n,;,�; ,,,. _ o°000•�a (SEE PLAN BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. '�•}"" '"�'��" - ' ,". DEPTH OF � & DRAINAGE PLAN '�g°:og: i .a�� < • �- ,a °moo:° 10'0 DEEP PRECAST FOR SIZE) "' PLANTING SOIL 00 4_1 Do CONCRETE LEACHING 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS 6X6 6&6 W.W.F - os " ` " ' T ' UNLESS OTHERWISE NOTED. SCARIFIED 0 0 0 0 0 0 0 0 = RING EDGE WITH NATIVE GRASS i t o I: z .m o _ �� SUBGRADE U C 0 0 0 0 0 0 0 0 C 2 _6 e (OR APPROVED - = DRAINAGE PIPE __ (MIN.) -_ p°oya - 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING PLANTINGS (SEE PLANTING ;,J 1� ' U=- EQUAL REBAR) - ao;o8d _ DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE PLAN & DETAILS) .} 0 00010 daoa��. W U U U D 0 D D D �� » = I a I I- GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND I ( T RECEIVE �eodo Oo U bp oe� SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF j 7 ¢ U D D p 0 0 D D Q CRUSHED �- a8 moo`" = TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926 SAFETY AND D D D D D --- STONE aapo.P. (------ �$aoge I I I_ I HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT " JUN 1 4 2022 s A°9s;° W11 PAYMENT WILL BE MADE FOR THIS OPERATION. 00000000 5 DIA. CPEP PIP = II TYPICAL RAIN GARDEN DETAIL GOOD 0000 2 AN. = da �98 W �~ od°°°qe a°ao g�°�a° 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". Southo d Town ao -�- ao ;ppo�v.�;000 o�oao CLEAN SAND & Planning Board GROUND dd;p°ao° °� GRAVEL FILL REINFORCEMENT NOTES: N.T.S. 9 G#_41r cn WATER AS APPROVED �J 1 -6 BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS Q PLAN VIEW SECnON C-C 2' MIN. 10'-0" 2'M IN. cn NOTE 1: SEE NOTE 1 WELDED WIRE FABRIC 6"x12"#6x#8. CLEAN FILL MATERIAL IMPORTED LEACHING BASIN DETAIL o NOTES: FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12-#2 DATE BY DESCRIPTION APPROV. BY 0 1.ALL CONCRETE TO BE 4,000 P.S.I. © 28 DAYS PRECAST BOX AS ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. REVISIONS MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. N.T.S. 0' 2. PROVIDE PIPE OPENINGS AS REQUIRED. 0 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. TOWN O F S O U T H O L D N 4. WELDED WIRE MESH ASTM A185. SUFFOLK COUNTY NY 5. REBAR ASTM A615 GRADE 60. E 6. ADDITIONAL INLETS TO BE SPACED 5' APART. PECONIC COTTAGES U U N n 4' X4' CURB INLET- CATCH BASIN -OF � N.T.S. ��P�� 0 �4 SITE DETAILS CD CD L. K. McLEAN ASSOCIATES, P.C. N }! CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 2 THE EDUCATION LAW AFTHE STATE OF NEW YORK PROHIBITS �� Designed By: MF/CFD Scale: AS NOTED ANY PERSON FROM ALTERING ATE OF ON THE DRAWINGS �� ! Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IYS p` UNDER THE DIRECTION OF A LICENSED PROFESSIONAL (n PRE, THE OFESSIONAL ENNG NUEER MUST SIGN, SEA[,ALTERATIONS ARE DATE AND Drawn By: M F Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C SECnON720928 DRAWING AND/OR SPECIFICATION (NYS ED. LAW Approved B • RGD File No. PP y 21039.000 GENERAL NOT--S: BACK FLOW PREVENTER NOTES, 1. LOCATION OF EXISTING AND PROPOSED UTILITY SERVICES SHOWN ARE APPROXIMATE 1. INSTALLATION OF THE RPZ DEVICE SHALL MEET ALL SCWA CROSS-CONNECTION AND MUST BE CONFIRMED INDEPENDENTLY WITH THE OWNING UTILITY COMPANIES PRIOR CONTROL UNIT AND SCDHS REQUIREMENTS. TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, THE CONTRACTOR HEATED HOT BOX ENCLOSURE SHALL NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HUBBEL MODEL HB3NS OR APPROVED EQUAL TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL HEATED HOT BOX ENCLOSURE FEBCO MODEL LF860 - AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY APPROVAL. .9' HUBBEL MODEL HB3NS OR 4" RPZ DEVICE OR WORK. THE CONTRACTOR MOST CONTACT THE APPROPRIATE "ONE-CALL" SYSTEM TO APPROVED EQUAL ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE 4. THE CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN APPROVED EQUAL FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. r--------------------- -- ------------� p' LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. i i .9' 5. IT IS UNLAWFUL TO REMOVE THE BACKFLOW PREVENTER DEVICE FOR ANY i I 3. MAXIMUM DISTANCE OF 125' (AS MEASURED ALONG THE PIPE) FOR RPZ/DCV TO BE REASON UNLESS SCWA IS NOTIFIED. j HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE FEBCO MODEL LF860 ---- --� ---� 4" RPZ DEVICE OR i ; cfl 8"MIN. DIRECTION OF FLOW ------------- ----------1 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING CERTIFICATION STATEMENT ON FORM NYSDOH 1013. APPROVED EQUAL � � � � I 3"b MIN. DRAIN PORT AND PROPOSED), DRAINAGE, DRIVEWAYS, CATCH BASINS, UTILITY POLES, TREES, 7, THE BACKFLOW PREVENTER DEVICE SHALL BE TESTED ANNUALLY BY A NEW 4.6 3.5' 2.2' 1 �® WITH SCREEN OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. 11 FI � I I (NP.EACH END) 8. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS TRENCH N❑TE:S, i i I FREEZING. PER MANUFACTURER'S i 18 ' I 30"MIN. L---------------_ ___ ___ REQUIREMENTS i - __A________� 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9. TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING (30" MIN. i MIN. 18 MIN. i 3"0 MIN. DRAIN PORT BOTH SIDES OF THE TRENCH PRI❑R TO EXCAVATI❑N. { WITH SCREEN " CLEARANCE). JL (TYP":[ .EACH END Z. ALL TRENCHING RESTORATION WORK SHALL MATCH PROPOSED OR EXISTING ) PROPOSED GFI OUTLET (120V CLEARANCE 6" THINK REINFORCED SURFACE AND MEET EXISTING GRADES ON BOTH SIDES OF TRENCH. 10. ALL CONNECTIONS, TEE'S, HOSE BIBS, IRRIGATION, ETC. SHALL BE INSTALLED 6" GRADE STANDARD WITH CONDUIT, SUPPLIED WHEN TESTCOCK DOWNSTREAM OF RPZ DEVICE. ) OPEN CONCRETE SLAB R 3. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL COMPACTOR AT 6' BY CONTRACTOR. CONTRACTOR TO COMPACTED SUBGRADE 11. PROPER MAINTENANCE SHALL BE PERFORMED. PROPOSED GFI OUTLET (120V INSTALL HEIGHT TRACING AND PIPE LIFTS. STANDARD) WITH CONDUIT, SUPPLIED INSULATION ALONG ALL EXPOSED 12. DEVICE SHALL BE FROM N.Y.S.D.O.H. APPROVED LIST AND SHALL HAVE USC BY CONTRACTOR. CONTRACTOR TOPIPE & RPZ DEVICE 4. CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND RESTORATI❑N WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE 6" THINK REINFORCED EACH UTILITY INSTALLATION. INSULATION ALONG ALL EXPOSED 3/8" THREADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE 2" COPPER SPLIT RING HANGERS COMPACTED SUBGRADE 4 99 DOMESTIC RPZ PLAN VIEW 5. THE CUSTOMER'S DOMESTIC WATER LINE AND/OR FIRE LINE SHALL BE A MINIMUM OR ACCESS TO RELIEF VALVE. AND 3/8" COPPER F&M PLATES OF TEN (10) FEET, RUNNING PARALLEL, FROM ANY UNDERGROUND UTILITY OR APPROVED EQUAL (ELECTRIC,, GAS, TELEPHONE, CABLE AND SANITARY SEWER SERVICE) AND OIL 14. A SEPARATE SHUT OFF VALVE SHALL BE INSTALLED UPSTREAM OF THE N.T.S. STORAGE TANK, STORM DRAIN OR CATCH BASIN, DRIVEWAY CURB, LIGHT POLE, DOMESTIC WATER ASSEMBLY. THIS VALVE IS NOT REQUIRED FOR FIRELINES. 4 99 DOMESTIC RPZ ELEVATION VIEW ELECTRIC TRANSFORMER, TREES, OR ANY LARGE OBSTRUCTIONS. 15, EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND INSTALLATIOIN OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION N.T.S. 1. INSTALL_ PIPING ON THE PROPERTY, 4 1/2 FEET DEEP FROM THE BUILDING TO DEVICE. THE PROPERTY LINE OR AS SHOWN ON THE PLANS. 16. THE INSTALLATION SHALL BE PERFORMED BY A LICENSED PLUMBER. 2. LEAVE A 1' RISER ABOVE THE GRADE ELEVATI❑N AT THE P❑INT WHERE THE PROPOSED WATER SERVICE WILL CONNECT TO THE EXISTING SERVICE LINE. 17. DEVICE MUST BE LEAD FREE. NO LEAD SOLDER SHALL BE USED FOR THE INSTALLATION. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTION. MEASUREMENTS ARE TAKEN FROM TWO (2) NEAREST 18. THE WATER DISTRICT SHALL HAVE UNRESTRICTED ACCESS TO ALL WATER CORNERS OF THE BUILDING TO THE END OF THE PIPE AT THE PROPERTY LINE. METERS AND BACK FLOW PREVENTI❑N DEVICES. SERVICE LINE MEASUREMENT FORMS ARE AVAILABLE AT THE SCWA NEW SERVICIE DEPARTMENT, 19. BACK FLOW PREVENTI❑N DEVICES MUST BE TESTED ANNUALLY BY A NEW 4. THE ENID OF THE PIPE AT THE PROPERTY LINE SHOULD BE 10 FEET AWAY YORK STATE CERTIFIED TESTER, FROM ANY OBSTRUCTION SUCH AS TREES, TELEPHONE POLES, CATCH BASINS, OR 20, TEST REPORTS MUST BE SUBMITTED TO BOTH THE WATER DISTRICT AND DRIVEWAYS. THE APPROPRIATE COUNTY DEPARTMENT OF HEALTH, FEBCO LF860 HEATED HOT BOX ENCLOSURE 5. ALL OTHER UNDERGROUND UTILITIES MUST MAINTAIN A 10 FOOT CLEARANCE21. ALL INSTALLATIONS SHALL CONFORM TO BOTH THE WATER DISTRICT'S 4 RPZ OR HUBBEL MODEL HB2-DT OR FROM WATER SERVICE. RULES AND REGULATIONS, PLUMBING CODES, AND NEW YORK STATE HEALTH APPROVED EQUAL APPROVED EQUAL WATERLINE SPECIFICATIONS DEPARTMENT REGULATIONS. 1. FOR PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IR❑N (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO r------ -- PIPE. SATISFY FIELD CONDITIONS. ALL ADJUSTMENTS SHALL BE SUBJECT TO 2. FOR PIPING 2' AND UNDER - TYPE 'K' SOFT COPPER TUBING MEETING AWWA THE APPROVAL OF THE WATER DISTRICT. STANDARDS 23, MINIMUM CLEARANCES SHALL BE MAINTAINED. 3, PLASTIC: PIPE SPECIFICATI❑NSI 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24. ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE 5 -4 MIN. CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INT❑ THE WORK, TO METER i 6 G LINE. THE LAST 15' T❑ THE PROPERTY LINE MUST BE CLDI PIPE OR 'K' VAULT + 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH SOFT COPPER TUBING. MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND WORKING PRESSURE OF 200 OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES, P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING N - n PRESSURE) 26. A C❑NTINU❑US AND UNIF❑RM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER j j PROPOSED DRAIN HOLE 3,3, PIPING REQUIRING JOINTS IN WHICH A CHEMICAL SOLVENT IS UTILIZED IS FOR ALL BURIED PIPE. BACKFILL MATERIAL SHALL BE TAMPED IN 6' VAULT AS PER S.C.W.A. DT-201 � / NOT ACCEPTABLE. (BRASS COUPLINGS ARE REQUIRED.) LAYERS, STONES SHALL BE REMOVED FROM THE TRENCH FOR A DEPTH OF Cn 3.4. FIFTEEN (15') FEET OF CLDI PIPE OR COPPER IS REQUIRED FROM INSIDE AT LEAST 6' BELOW THE BOTTOM OF THE PIPE. THE BUILDING TO THE START OF THE PLASTIC PIPE. 27. MINIMUM COVER FOR ALL WATER PIPING SHALL BE 54', SERVICE LINE INSPECTI❑N PROCEDURES_ SUPPORT 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTI❑N L 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN BLOCKING OR TIE RODS TO PREVENT MOVEMENT. �t DEVICE „ INSPECTION WHEN YOUR WORK IS COMPLETED. (BEFORE 2130PM FOR FOLLOWING 4 C.L.D.I. TEE I Z_ - 3/4 THRUST ROD - TYPICAL _ DAY) 29, ALL TYPES OF INSTALLED PIPE SHALL BE PRESSURE TESTED AND LEAKAGE in 4" C.L.D.I. v 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE TESTED IN ACCORDANCE WITH THE LATEST EDITI❑N OF AWWA STANDARD 4" C.L.D.I. PIPE DAY OF INSPECTION. (600. 3. IF REINSPECTION IS NECESSARY, A $25.00 FEE MUST BE PAID PRIOR TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA TO FACILITY 0 REINSPE-CTION. STANDARD C-651-86 OR THE LATEST REVISION. ` 4 D: / 4. LEAVE THE TRENCH OPEN. D❑ NOT BACKFILL THE TRENCH UNTIL SCWA 31. BACTERI❑LOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER a ' INSPECT❑R HAS APPROVED THE SERVICE LINE. DISINFECTION ARE REQUIRED AT LOCATIONS SPECIFIED BY THE SUFFOLK c 7) 5. IF THE SERVICE LINE INSPECTION PASSES, THE END OF THE PIPE BY THE COUNTY DEPARTMENT OF HEALTH SERVICES, GENERALLY, A 4" C.L.D.I. CURB WILL BE PAINTED BLUE. IF SERVICE INSPECTION FAILS, THE END OF BACTERI❑LOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF 4" 90' ELBOW TYP. THE SERVICE WILL BE PAINTED RED AND A REINSPECTION FEE OF $25.00 WATER MAIN OR PORTION THEREOF. 4" LINE VALVE 4" 90' ELBOW U WILL BE BILLED. 32. AN OPEN ❑R CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. - TYPICAL 6. PLEASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTION WATER TAP BY S.C.W.A. METER BY S.C.W.A. ALL FEES FAILS. ALL FEES TO BE PAID BY TO BE PAID BY CONTRACTOR ELEVATION 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED CONTRACTOR IN THE WATER SERVICE TRENCH. 0 METER SETS U AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DOMESTIC WATER SERVICE W RPZ DEVICE IN HEATED ENCLOSURE DEPARTMENT TO HAVE THE METER SET, N.T.S. Cf) HEATED ENCLOSURE NOTES, 0 0) 1. THE HEATED ENCLOSURE SHALL BE HOT BOX, HOT ROK, HYDROCOWL, SAFE-T-COVER, OR APPROVED EQUAL. 0 U 2. THE HEATED ENCLOSURE SHALL BE SET ON A CONCRETE SLAB SIZED IN ACCORDA14CE WITH MANUFACTURER RECOMMENDATIONS. 3. THE HEATED ENCLOSURE CONCRETE SLAB SHALL BE A MINIMUM OF 10' AND MAXIMUM OF 20' FROM THE PROPERTY LINE. CONCRETE THRUST BLOCK ry 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL OF THE HEATED ENCLOSURE WALLS, WITH TEST COCKS ON THE EXTERIOR SIDE. 0 TEST COCKS ARE TO HAVE A MINIMUM 30" CLEARANCE TO ANY OBSTRUCTION w WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. WATER MAIN RECEIVED 0 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER TYPICAL CCURB STOP (VALVE) JUN 14 2022 Q FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. SHOULD BE BROUGHT TO GRADE 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). Sout of Town O 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE Planning Board BE SUBJECT TO FLOODING. MINIMUM BURIAL 54" ro 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY . N WILL NOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. D e o 9. ENCLOSURE MUST BE N.Y. DESIGNATION. DD 0 E D a o DATE BY DESCRIPTION APPROV. BY 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. D o 0 o REVISIONS 0 D TOWN OF SOUTHOLD / TAPPING SLEEVE SUFFOLK COUNTY NY N `' PECONIC COTTAGES TYPICAL WATER SERVICE - LARGER THAN 2" N-; Q) NTS cOFNEo DOMESTIC WATER SERVICE DETAILS F v L. K. McLEAN ASSOCIATES, P.C. o/ r � F A`' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7U\ Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS A , Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECInCATIONS. UNLESS IT'S p� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Y /-� /� SECTION ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND I Drawn By: MF Date: JUNE 2022 / l , l`./_ V% DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SPE0IFICATION (NYS ED. LAW Approved By: RGD File No. 21039.000 SEE DRAWING S2 FOR ENLARGED PLAN NIF — SEE DRAWING S2 FOR ENLARGED PLAN OSPREY DOMINION CO, (COUNTY OF SUFFOLK DEVELOPMENT 77- 4�1 0±—E— 4-7,8,7-3 M�Ms ILP5` W5 kLP6 ---a "�-' 0. 0FE5� 28 E6) 5 P"( MIN. PT6( IN. k LPI COTTAGE E— COTT�GE kDW) #10 to"SN 'p 90) 1 W=28.2 MIN), 5) F (FF=28.25) 7 At' ��j 00 IIN. NY T D 0 T7 Mr. I \�, (C' .to 110) 8 U COTTAGE —2g— % If 28 �F!28.20) COTTAGE f6v #12 SU IF 28 (FF=28.20) " FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I 28 27 2 b r °S I!y CP Vi- DW Fat In PROJECT LOCATION kDW) W_ k DW) r �7 i� F� , econic '0 C. — — — —— — — — - AQDW1PT4_% 28 F28-/ I 3 Q I \ COTTAd 92TTAG E _andv..qpsi C__) I (FF-28.15) & _Dc'sif�n Pob;wt W, (0') W W !`tprnr)naf ST4 (C0117) 'a #A9 (LP3) \ \ Ile T D DIV14 Z :'z U P41 DIV13 R 21 pal", SAGE SEE DRAWI�G S2 FR ENLARGED PLAN �FE E3) P 2) #-10 29 l(�_ I/ I ti COTTAGE COTTAGE / 11 � I � � � (CLW7) #7 #6 W 1� I . . 0 ST2 k D (FF 28M) 0 (FF 28.25) LOCATION MAP 0 COTTAGE 0 COTTAGE hi #24 W) J SCALE: 1 "=500' 001,1 f2l D (FF-29.10) (0-K3 S_ M2 kDW -E Cb n kLP / �, C. LEGEND: kDW1 V012VED C-4 DW) 01 COTTAGE C PROPERTY LINE COTTAGE V, PROPOSED TRANSFORMER #23 #22 (FF-29.20) In. (FF-29.20) PROPOSED CONTOUR 0-1 LIGHT POLE ci cn EDGE OF WOODSI I �.. I \ ` /2�J ,^ / -11.0 - - EXISTING CONTOUR'4i �- -0- UTILITY POLE Z011 aP 29 1.7 27-- l" UTILITY LIGHT POLE WOODED 4' cf;4 Lo _ ' SOIL BORING LOCATION 0 TRAFFIC SIGNAL POLE NIF —29— — PROPOSED CONCRETE CURB (S) SANITARY MANHOLE 4_1 3$5,24 COUNTY L71 SUFFOLK Nl�— N 4 0*20/00 J' W A GAS VALVE 0 C —o PROPOSED 8" HDPE ROOF DRAINAGE PIPE SIG N .0 CHARLOTTE MILLER NIF CONIFEROUS TREE MARIO ROSA-DSORIO PROPOSED 15" CPEP DRAINAGE PIPE 0 moo, N a DRAINAGE MANHOLE C-) AND LISA A. ROSA SEE DRAWING S3 FOR ENLARGED PLAN M PROPOSED CATCH BASIN F7 RECTANGULAR DRAIN INLET kFE1 0 kDW) C-1 ROUND DRAIN INLET 00 �,G -27 DWI PROPOSED 10'0 DRAINAGE LEACHING POOL tr FIRE HYDRANT > 14 WATER VALVE 11.0 kDW) M S T# CO 0:0) PROPOSED I/A OWTS SEPTIC TANK W/ WATER METER Q) 0 TELEPHONE MANHOLE LP 11 0 DECIDUOUS TREE 4f DWI CIV LP# (0 PROPOSED SANITARY LEACHING POOL 0 I PT#(,-% --,N PROPOSED PRETREATMENT TANK co eDW/ D M# PROPOSED DISTRIBUTION/SAMPLING MANHOLE 0 0U I 1/y' \ � 1 \ —s— PROPOSED SANITARY PIPE —w— PROPOSED 2" DOMESTIC WATER SERVICE TEST HOLE BY MCDONALD GEOSCIENCES \ 1FS PROPOSED 4" FIRE SUPPRESSION SERVICE RECEIVED ON 4-7-2022 f PROPOSED U.G. ELECTRIC ry 27.0 Brown silly loam OL Q Z JUN 14 2022 26.5 0.5' Cn 0 Southold Town W BfoAn and grayish brown silt ML Planning Board Cn -4— n V) 22.0 -------- 5' 0 DATE BY DESCRIPTION APPROV. BY 0 0 29 REVISIONS 0 TOWN OF SOUTHOLD Ye!iowish brown fine to modium sand sp SUFFOLK COUNTY, NY E 0 C) PECONIC COTTAGES 0 co n CN28� -0 NERI PROPOSED OVERALL SANITARY 0 #9 LIPA #9 7; PLA N 3 N L. K. McLEAN ASSOCIATES, P.C. 0 10.0 SITE PLAN C-) SCALE: 1 "=30' 'Ai. 11 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 --IT,ro r,r) o (HIGHEST EXPECTED GROUNDWATER = EL. 5.0) 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7 Sheet No. Feet ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED ["C'f7 pf, p". AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL TEST HOLE (50.1 ENGINEER. WHERE SUCH ALTERATIONS ARE WIDE) PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE E Drawn By: IVIF Date: JUNE 2022 1 ? _ Z WE DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE N.T.S. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW S1 CA RROL L A VENUE SECTION 7209-2). Approved By: RGD File No. 21039.000 1 F I I I D 28 1 10' MIN. i 8 / — ' k / MIN. _ — — I LP \ DM / — / 1 DW I•-_._s / FE6 \ DW I 28 1 51 s ,I O MIN. MIN( 5> \ I � 0 / b �S ' I 5s—/ PT2 5 MIN. \ Q/ MIN. / �� 2j IN. I� 8'MIN. � PT6 /.-O COTTAGE I COTTAGE 0, �� IN. LP7 Q 6 � I (FF-28,25) FO- (FF=28.25) C s-�� \ / I ST2 `Ll \ ©T,� s-� \ ✓ / \ COTTAGE COTTAGE,( p I (CENT) s/ s DW I \ J / er� #11 #10 00O (FF-26.25) (FF=26.25) "rJ M85D so MIN. �M 89MIN. I / , , 5 , I — -D--D ' D s 00 /FE7 10 MIN. ( rr T T \�`�MIN. �M N. \ ` i- . I' #A s '" MIN. FE2 11�z \N \ \ / 28 / e PTS I LP2 /s N7 -- 5 — E::T I . I Cr xm sCOTTAGEColl \ � N 4 � , � s 28 s (FF-28.20) \ w\ � / ' 3 COTTAGE #'MIN (FF-28,20) 21� _ NJ ^' 28 \ ` ENLARGED SANITARY SYSTEM #3 & #4 PLAN N / SCALE: 1 =15 \ / 0 15 30 5 y UF- FL7L K \\28` '� 1 M\N• � � I \ /`L�/ /�. �� f)�� Feet Ips s C6 r�/PT 1 5' / ON. —29- 8, — 29 8 MIN. 5' N' \ ) / LP5 L — DMcol 0)— / \ ^ FE5 ) O� 5' / \ I 0 i ° (� \ 1-6ON. , DW I /� ST FE1 I I OI� j N13 \ -� 8 4-01i4 CO�tAG 5 MIN. `(p �� a DW I \� M1 \ / 5'MIN• �s f-- 140co y r' P / LP1 'MSN O I DW 00 >_ Izz \ / DW SUFFOLK COUNTY DEPARTMENT OF HEALTH ENLARGED SANITARY SYSTEM # 1 &#2 PLAN H SERVICES 0 i 4-1 SCALE: 1 "=15' U 0 15 30 Feet LEGEND. ---- PROPERTY LINE PROPOSED TRANSFORMER 0 I _ o y U 10 PROPOSED CONTOUR > tio' a-, LIGHT POLE SEWAGE DISPOSAL SYSTEM DESIGN - -11 .0 - - EXISTING CONTOUR UTILITY POLE RECEIVED ° UTILITY LIGHT POLE ALLOWABLE SITE SANITARY FLOW / ry SOIL BORING LOCATION { TRAFFIC SIGNAL POLE (POPULATION DENSITY EQUIVALENT) Cf) PROPOSED CONCRETE CURB SANITARY MANHOLE GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) i JUN 14 2022 w w GAS VALVE USE 600 GPD/ACRE X 4.90 ACRES = 2,940 GPD Planning Board Southold Town —D PROPOSED 8 HDPE ROOF DRAINAGE PIPE SIGN PROPOSED DESIGN FLOW ENLARGED SANITARY SYSTEM #5 PLAN CONIFEROUS TREE 24 PROPOSED 600 SF HOUSING UNITS PROPOSED DESIGN FLOW FOR 2 BUILDING SYSTEMS SCALE: 1"=15' ° PROPOSED 15" CPEP DRAINAGE PIPE ®" (SYSTEMS 5 & 61 0 15 30 Q DRAINAGE MANHOLE DESIGN SEWAGE FLOW RATE: 451-600 SF = 150 GPD/UNIT Feet C/-) CB RECTANGULAR DRAIN INLET FLOW PER 2 BUILDINGS = 2 BLDG. X 150 GPD/UNIT = 300 GPD ® PROPOSED CATCH BASIN TOTAL SITE DAILY FLOW: DATE BY DESCRIPTION APPROV. BY O ROUND DRAIN INLET SEPTIC TANK 2 BUILDING SYSTEMS O1) FIRE HYDRANT 24 UNITS X 150 GPD/UNIT = 3,600 GPD REVISIONS 0-) DW PROPOSED 10 0 DRAINAGE LEACHING POOL REQUIRED: 300 GPD I'q \ G;j WATER VALVE PROPOSED DESIGN FLOW FOR 4 BUIDLING SYSTEMS PROVIDED: FujiClean CEN 5 I/A SEPTIC TANK = 500 GPD WATER METER (SYSTEMS 1. 2. 3. 4 & 7) TOWN OF SOUTHOLD N S T# Ooo PROPOSED I A OWTS SEPTIC TANK W LEACHING POOL 2 BUILDINGS SYSTEMS SUFFOLK COUNTY NY / / TELEPHONE MANHOLE FLOW PER 4 BUILDINGS = 4 BLDG X 150 GPD/UNIT = 600 GPD DECIDUOUS TREE SEPTIC TANK 4 BUILDING SYSTEMS REQUIRED: 200 SF / 31.4 SF/LEACHING2 P00 OOL= 6.37 VF PECONIC COTTAGES Ln .°? LP# 1 PROPOSED SANITARY LEACHING POOL REQUIRED: 600 GPD ° \ PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH LEACHING POOLS = 7.67 VF PROVIDED: (1) FujiClean CEN 7 I/A SEPTIC TANK = 700 GPD FUTURE EXPANSION 2 BUILDING SYSTEMS OF NE ENLARGED SANITARY PLAN 1 PT#(� �l PROPOSED PRETREATMENT TANK LEACHING POOL 4 BUILDING SYSTEMS �P� , I \ l REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF REQUIRED: 50% OF LEACHING CAPACITY Lj �� A. Sr 0�,�` 400 SF / 31.4 SF/LEACHING POOL = 12.7 VF PROVIDED: (1) 10'0 x 7.67' EFF. DEPTH CONCRETE LEACHING POOLS N 4 D M# 00 PROPOSED DISTRIBUTION/SAMPLING MANHOLE t PROVIDED: (1) 10 0 x 13.67 EFF. DEPTH LEACHING POOLS = 13.3 67 VF TOTAL DENSITY VS. ALLOWABLE DENSITY r' 3 ( . K. I��IcLEAN ASSOCIATES P.C. NO L 1 i CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 S PROPOSED SANITARY PIPE FUTURE EXPANSION 4 BUILDING SYSTEMS ACTUAL DENSITY: 3,600 GPD 4j- ALLOWABLE SEWAGE DENSITY: 2,940 GPD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS C= ' ° W— PROPOSED 2" DOMESTIC WATER SERVICE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS U -97 :'?` Designed B : Sheet No. REQUIRED: 50� OF LEACHING CAPACITY AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs , r 9 Y MF/CFD Scale: AS NOTED PROVIDED: 1 10'0 x 13.67' EFF. DEPTH CONCRETE LEACHING POOLS 2,940 GPD - 3,600 GPD = 660 GPD OVER DENSITY UNDER THE DIRECTION OF A LICENSED PROFESSIONAL —rs-- PROPOSED 4 FIRE SUPPRESSION SERVICE ( ) ( ) ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE (n PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND ==•-= Drawn By: MF Date: JUNE 2022 S 2 E PROPOSED U.G. ELECTRIC DESCRIBE THE 01 IN THE ECI 2)ALTERATIS . THE DRAWING AND/OR IN THE SPECIFICATION (M"5 ED. LAW (n Approved By: RGD File No. 21039.000 C0��G� LEGEND: PROPERTY LINE PROPOSED TRANSFORMER rr l� 3 DW ti� �'� 10 PROPOSED CONTOUR c--, LIGHT POLE —1 1 .0 — — EXISTING CONTOUR -0- UTILITY POLE / \ 4�--, UTILITY LIGHT POLE DW w w w SOIL BORING LOCATION 0 TRAFFIC SIGNAL POLE 0 / PROPOSED CONCRETE CURB 0V SANITARY MANHOLE GAS VALVE PROPOSED 8 HDPE ROOF DRAINAGE PIPE SIGN PROPOSED 15" CPEP DRAINAGE PIPE ;ate CONIFEROUS TREE 01 DRAINAGE MANHOLE ® PROPOSED CATCH BASIN RECTANGULAR DRAIN INLET I Cp�AG� ROUND DRAIN INLET FIRE I �1� \� \ �/ DWS PROPOSED 10'0 DRAINAGE LEACHING POOL WATER HYDRANT Ala PT4 '' - R VALVE ' WATER METER \ 2 s 2s m S T# �o� PROPOSED I/A OWTS SEPTIC TANK W/ TELEPHONE MANHOLE � O ,� / / �� —28_ i� DECIDUOUS TREE g �s 28 LP# (C PROPOSED SANITARY LEACHING POOL C PT#t `1 PROPOSED PRETREATMENT TANK $ s J D M# PROPOSED DISTRIBUTION/SAMPLING MANHOLE W-F1 / s PROPOSED SANITARY PIPE W— PROPOSED 2" DOMESTIC WATER SERVICE ST4 \ LP3 —F— PROPOSED 4" FIRE SUPPRESSION SERVICE E PROPOSED U.G. ELECTRIC DM47\ (Q)— Cl C2© �0 -\ I (00 1 FE3 � t��2g.2�� MSN• � .� 29 / LAj DW 0 COTTAGE COTTAGE / #24 #21 �g (FF'=29.10) (FF=29.10) / 0 PT3 s_� 0 \�. I tiC / g sr LDIN C%q DW \ COTTAGE OI ,COTTAGE #22 X23 (�=29.20)WOODED ( =zs.20} / 0 EDGE 17F WOODS I `r i r s Z 41 ENLARGED SANITARY SYSTEM # 6 & #7 PLAN Q) SCALE: 1 "=15' O 0 15 30 + Feet O U U7 Q� O O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RECEIVED r-- w JUN 14 2022 SOL!f6o' ldf Town Planning Board 0 q cn o DATE BY DESCRIPTION APPROV. BY REVISIONS 0 TOWN OF SOUTHOLD 0 i SUFFOLK COUNTY NY EI Ln PECONIC COTTAGES � o EW ENLARGED SANITARY PLAN 2 o ' 4 ' Ce I L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THEEDUCATION PERSONLAW OF THE FROM ALTERING ATE OF NEW ANYTHING ON THEPROHIBITSDRAWINGS `� 7 397 �� Designed B AS NOTED Sheet NO. k, e v MF/CFD scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS � UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �p ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE ESS,o n �a D SCRBESITHE�LL EXTENT OF THE ALTERATION ONENGINEER MUST SIGN, SEAL, DATE�THE Drawn By: MF Date: JUNE 2022 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW J SECTION 7209-2). Approved By: RGD File No. 21 039.000 POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, PVC PIPE FROM MAC "R" PLASTIC COVER WITH TUF 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL TRAFFIC BEARING, HEAVY DUTY CAST PROPOSED U.G. BLOWER TO AIR INTAKE SAFETY LID (TYP. FOR FUJI CLEAN CONTROLLER AND ALARM PANEL. IRON FRAME AND COVER WATERTIGHT, ELECTRIC F AS PER MANUFACTURER'S ALL 3) BOLTED LIDS WITH GASKETS TO REQUIREMENTS 11 PROPOSED MAC "R" R150I1 AIR BLOWERS (2). POWER GRADE. CONNECTION TO BE HARDWIRED TO CONTROLLER AS PER SCDHS & MANUFACTURERS REQUIREMENTS. 2j"O (2" MIN.) HDPE VENT W/ CHARCOAL FILTER 18" MIN. 2'-6' MAX. ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. A A A A A A A -E� E E FRESH AIR INTAKE PIPE W/ SCREEN 2.5'MAX. -v v v 2'MAX. CHIMNEY SEE SITE PLAN FOR CLEANOUT & EXTERIOR DECK PLATE F.F. ELEVATION FLUSH WITH GRADE 8" 24" 24" 8" TRAFFIC BEARING a SLAB PROPOSED U.G. ELECTRIC 6, 12" d - ' -- - -- - --- PROPOSED 4" A A A A A A A A 1'-8" SDR35 PVC E-E-E-E " PER A° v v v v v v PIPE @ PROPOSED 4" SDR35 PVC PIPE 1 FOOT MIN. TO @ PER FOOT MIN. FROM 5'-0" PROPOSED 4" PROPOSED 4" DISTRIBUTION PRETREATMENT TANK & PER 8" SDR35 PVC FOOT FROM GREASE TRAP 4'-0'� PIPE @ �" SDR35 PVC PIPE LEACHING PER FCOT ® '� PER FOOT POOL (EFF. DEPTH)MIN. 4" DIA. MIN. TO MIN. FROM SDR 35 PVC PIPE DISTRIBJTION PRETREATMENT CAST IRON PIPE TO TIE PITCHED MIN. 1/4" LEACHING TANK a INTO EXISTING PIPE THAT PER it 4 a EXISTS THE EXISTING POOL FOUNDATION WALL 6" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A INVERT TO BE 2' BELOW FINISHED FLOOR I 10, w - IV PROPOSED FOUNDATION I A OWTS FUJI CLEAN CEN 5 /CEN 7 PRETREATMENT TANK N.T.S. BUILDING CONNECTION HEAVY DUTY & LOCKING CAST IRON SCUM BAFFLE B CHAMBER Volume(gal) COVER TO GRADE. '-2-g" Q1 Sedimentation Chamber 397 2'-11-" Z'-88" -1" Q Anaerobic Filtration Chamber 396 CLEAN 0 U T 3 Aerobic Contact Filtration Chamber 181 4 Clarification Chamber 90 SANITARY SYSTEM ELEVATIONS ECIRCULATION ° AIR LIFT PUMP Disinfection Chamber 6 ISINFECTION Total Volume 1069 2'-6" MAX. CYLINDER(OPTIONAL) " BOTTOM OF 2'-0' MAX. 8" THICK TRAFFIC 4INLET PIP 4"OUTLET PIPE SPECIFICATIONS BEARING SLAB STRUCTURE R'IM INVERT INVERT Iq� 4 JA Anaerobic Media PP/PE STRUCTURE 4'-84" Board Type Aerobic Media PVC/PP/PE NUMBER ELEVATION (IN) (OUT) © Aerobic Media PP/PE ELEVATION Blower 3.5cfm _ _ _ _ _ _ _ _ - FFLUENT Tank FRP PT1 28 .25 26.24 25 .74 21 .24 MIN. 4" DIA. INLET BAFFL. AIR LIFT PUMP Piping PVC/PP/PE PT 2 28.27 25.77 25 .27 20.77 SDR 35 PVC PIPE k, Access Covers Plastic/Cast Iron PITCHED MIN. Disinfectant(Optional) Chlorine Tablets PT 3 2 8.6 2 2 6.9 4 2 6 .4 4 21 .94 HEAVY DUTY, WATERTIGHT, TRAFFIC 1/8" PER 1 P T 4 2 8 .8 0 2 6.9 4 2.6 .4 4 21 .94 LOW BAFFLE 3!4"AIR INTAKE BEARING AND LOCKING FRAME & END CAP TYPE RECIRCULATION PIP (CLEANING OPENING) B P T 5 29 .40 2 7.7 0 2 7.2 0 2 2 .7 0 COVER TO GRADE TOP OF RIM LEVELING DEVICE FLOWOPENING(TYP PLAN VIEW PT6 28 .60 26.90 26 .40 21 .90 PT7 28 . 10 2. 5.60 25. 10 20.60 ,-DISINFECTION 24"ACCESS COVER ST 1 28 . 10 25.22 25.05 2 0. 1 3 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVE CYLINDER(OPTIONAL) (TYP) (TYP) (TYP) S T 2 28 .35 2. 5.0 7 24.90 19 .98 LOW OPENING l„ X ST3 28.80 25.44 25 .27 20.35 � MIN. 4" DIA. g SDR 35 PVC PIPEQ 3.' PITCHED MIN. 4' AX MIN. 4" DIA M 114 1 -1 q" OARD TYPE S T 4 2 8.9 0 2 5.4 1 2 5 .2 4 2 0.3 2 1/8- F'ER 1' SDR 35 PVC PIPE utEr w CONTACT MEDIA S T 5 2 9.4 0 2 ].0 4 26 .87 22 .61 5" OUTLET INVEERT PITCHED MIN. 4-1 N ST6 28.50 26.24 26.07 21 .81 0 1/8" PER 1' N Q 2" MIN. ST7 7.7.90 24.85 24.68 19 .76 ECIRCULATION 0 8 6 © 6 O4 AIR LIFT PUMP M1 28 . 1 0 24.99 24.82 23.98 4 4 DM2 28 .40 24.80 24.63 23 .79 13.67' 4 BEDROOM SYSTEMS 5'-1" D M 3 28 .70 25. 17 25 .00 24 . 16 (n 4.67' (2 BEDROOM SYTEMS) DM4 28 .70 25. 14 24.97 2.4 . 13 CIO (EFF. DEPTH) 3 0-) © AEROBIC MEDIA D M 5 29 .30 26.77 26.60 25.76 DISTRUBUTION SAMLING MANHOLE AERATIONASSEMBLY DM6 28 .40 25.97 25 .80 24 .96 o 7 DM7 27 .80 24.58 24 .41 23.57 -A VIEW LPI 28 . 1 0 24.68 24 . 1 8 1 0 .5 1 SECTION A 0 3.0' SECTION B-B VIEW LP2 27.95 24.49 23 .99 1 0 .32 (MIN.) LP3 28 .20 24.79 24.29 10.62 0 3;a.:.:. COLLAR PROPOSED I O.W.T.S. FUJI CLEAN CEN 7 700 GALLON LP 4 28 .20 2 4.7 5 2 4.2 5 1 0.5 8 U (MIN.) N.T.S. L P 5 29 .20 2 6.4 0 2 5.9 0 1 9.2 3 � COLLAR. ..•._ LP6 28 .40 25.60 25 . 10 1 8.4 3 � l :. .. 10'. . 7 CHAMBER volume(gal) L P 7 27 .60 2 4.2 1 23 .71 1 0.0 4 > I. SCUM BAFFL B 1 Sedimentation Chamber 277 U .. .. 6' M :> . 3', MIN. 'ABOVE FIIGHEST 7 10-7 IN _ PENETRATION INTO:A VIRGIN 2-101" � 24 1' f- '-03" Anaerobic Filtration Chamber 278 EXPECTED 'G OUNDWATEF2 4 4 Q3 Aerobic Contact Filtration Chamber 127 STRATA.'OF SAN.D...& ; ECIRCULATION ® Clarification Chamber 63 . . 4 GRAVEL:. AIR LIFT PUMP Disinfection Chamber ° ISINFECTION Total Volume 749 o HIGHEST EXPECTED WATER ELEV.=5.O0-- - - - - - - - - - - - - CYLINDER(OPTIONAL) U 4"INLET PIP OUTLET PIPE ONS BACKFILL MATERIAL A 4 A Anaerobic Media PP/PE SPECIFICATIONS CLEAN SAND AND 4'_0� r/n GRAVEL 4 Board Type Aerobic Media PVC/PP/PE _ Aerobic Media PP/PE Blower 2.8 cfm FFLUENT INLET BAFFL ® AIR LIFT PUMP Tank FRP TYPICAL LEACHING POOL o ° Piping PVC lPP/PE (, � Access Covers Plastic/Cast Iron N.T.S. Disinfectant(Optional) Chlorine Tablets LOW BAFFLE 3/4"AIR INTAKE RECEIVE RECIRCULATION (CLEANING OPENING) B FLOW OPENING(TYP. PLAN VIEW J NU 14 2022 ry 24"ACCESS COVER 4-1 ISINFECTION 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER Southold Town (n (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) W Planning Board LOW OPENING cn 1 _01 O CARD TYPE CONTACT MEDIA Q w 0 (D DATE BY DESCRIPTION APPROV. BY REVISIONS 0-) 5'-5" -, ® 5'-5" ECIRCULATION 7AIR LIFT PUMP TOWN 0 F S O U T H O L D n � 0 4-48 4_g8� 4'-28" SUFFOLK COUNTY NY N c 3 PECONIC COTTAGES 0 U I MEDIA AERATION ASSEMBLY n SECTION A-A VIEW 0F F r SANITARY DETAILS SECTION B-B VIEW C:' ��S L. K. McLEAN ASSOCIATES, P.C. N � N PROPOSED I A O.W.T.S. FUJI CLEAN CEN 5 500 GALLON r � �N N.T.S. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 2 '} Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 7 7 �G Designed By: MF/CFD Scale: AS NOTED � OSPECIFICATIONS. UNLESS UNDER THE DIRECTION OF A LICENSEDPROFESSLJUNE 2022 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE FESS1 Drawn B M F Date: /I PROFESSDESCRIBE IONAL ENGINEER MUST SIGN, SEAL, DATE AND y� `-}- DRAWING AND/OR NHE FULL EHESPECIFICATIOOF THE N ALTERATION LAW SECTION 7209-2). Approved By: RGD File No. 21 039.000 C/-) 6 5 4 3 2 1 Specifications Model MAC60RII MAC80RII MAC10OR11 6 3/8' Air Flow VolumeCFM 2_1__ 2_8 — _-3,5 ( 161 ) L/min 60 80 100 Normal Pressure PSI --2_2 — _-2_2 _ _-2_6 _ kPa 15 15 18 D O O Rated Voltage V AC120 ° O Frequency Hz 60 Power ConsumPtlon W 37 51 74 Weight lbs. APProx. 11 APProx, il APProx, ll kg APProx.5 APProx.5 APProx.5 Outlet Pipe Diameter Inch 3/4" � N —— — — —— Power Cord Length Inch 6'2' °D UL file number E341420 r Country of origin Japan Installation / Operation & Maintenance Notes: — install blower on leveled solid O and protect against direct sunlight,base. Ensure adequate ventilation SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES O I — Inspect and clean Internal air filter once every 3 months. — Recommend diaphragm / valve assembly replacement once every VISUAL 12 months. BEACON SYSTEM _ (Note: a torn diaphragm Will trigger the Automatic—Stop function.) CONTROLLER ALARM `r' 1 1/4' — Please make sure to follow the Instruction manual. N (33) (FASTEN TO BUILDING) CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE ELECTRICAL & CONTROL TO BLOWER FINISHED B _ ��, CONTROL WIRING TO OWTS GRADE MAC R AIR BLOWER TO BE ADJUST TO GRADE WITH N.J. SHALE �rn IC RED BRICK & MORTAR MIN. OF TWO 31 #10-32 HARDWIRED TO CONTROL PANEL TO �' `�� ,. �` '�•' COURSES & MAX. OF 15") ELECTRICAL z SUPPLY6" LAYER OF STONE COMPRESSED AIR LINE TO OWTS 1 � � IL o MAINTAIN MIN. 6" SEPARATION 1 1 ,�•ro M 1 GFI RECEPTACLE II i BETWEEN BRICKWORK AND STRUCTURE MOUNTED ON INSULATED BLOWER ENCLOSURE SEE 1 I 1 1 BUILDING PROFILES 4 3/8' 1 1/4• 4 3/8' 4"DIA. SDR 35 PVC PIPE ( 110) (31 .5) (110) A A 6" CONCRETE BLOWER PAD 4" DIA. 30' ELBOW All drawing measurements In inches(mm), TITLE APPP.OVALDATE 05-10-2017 GRADE MAC60R1/8ORj/1OOR1 SIZE A3 ISCALE 2:5 ° 4"X4"X4" 60' WYE BRANCH jiMA C DWG NO T10009Z1—H4 6 1 5 1 4 3 2 1 1 FKI-0084-I1 FLOW 4' DIA. 4• FLOW SDR-35 SDR-35 CONTROL PANEL & BLOWER DETAIL N.T.S. TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL � • 4- 0 0 C) / A sro -4 INDOORS I OUTDOORS ° I r� U � POWER I CONTROL PANEL IN NEMA OWTS CONTROL PANEL A A 3 I 4X ENCLOSURE GROUND -0 PANEL I , LUG N 4 23 7 5 6 G + I NO FIELD U ONE 20A, 1—POLE CIRCUIT ONE BREAKER IN EXISTING PANEL 2oA V) ALL WIRING SHALL BE rQN 00 INSTALLED INSIDE SCHEDULE o r 80 PVC CONDUIT & SIZED AS U I I � — I REQUIRED. AIR Q� � I COMPR. � � ;`C( Cn I /0/ ( ( 1.724 FINISHED GRADE _T 0 4- 565.763 7.078 o 019.918 U ON—SITE WASTEWATER �j M TREATMENT SYSTEM PUMP ALARM EFFLUENT FLOAT FLOAT SECTION A—AECEIVED U SWITCH PUMP SWITCH 1.751 _ _ __...__ Q) �— Sb2391 05.76 9.078-� PROPOSED TUF—TITE 20" SAFETY LID JUN 142022 OWTS SINGLE LINE DIAGRAM Southold Town W N.T.S. SECTION A—A N .T.S . Planning Board 00 PROPOSED TUF—TITE 24" SAFETY LID O N .T.S . DATE BY DESCRIPTION APPROV. BY o REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY PECONIC COTTAGES C) U O �,��-°f S o� SANITARY ELECTRICAL DETAILS N � Nc):: ! L. K. McLEAN ASSOCIATES, P.C. r 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 TME EDUCATIOANY PERSONN NFROM ALTERINGANYTHING ON THELAW OF THE STTE OF NEW YORKDRAWINGS PROBITS `� 97 C�� Designed By: MF/CFD Scale: AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS V U UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE �-a r SECTION -� PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND _ Drawn By: Date: JUNE 2022 J fJ� (n DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR S7209-2). ( LAWS5 By: RGD File No. 21 039.000 PLANTING NOTES: FERTILIZER/PEST MANAGEMENT NOTES: 1 . PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. "AMERICANCK" (A STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE z i • BY THE AMERICAN NURSERY 8c LANDSCAPE ASSOCIATION. PROHIBITED. 95 JvS 38o 4510i a E 478,73 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED 3. THE USE OF PESTICIDES ON UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL AND AROUND SURFACE WATERS (WETLANDS, STORM PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. WATER CONTROLS, PONDING) IS PROHIBITED. i A AB 1 ccA 1 Aga6 1 CcA 3 ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES 4 PLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED g / 5 VdBB 1 ccA 5 vDBB r - THE AP GRA D ° vdBB - AND >s - 5 v BB12 IgS 5 VdBB t / r, { SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE 12 Igs 1 CCA °° 12 Iqs �, s Fxc , 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. f - 5 vdBe 3 Am '� AND SURFACES NOT PLANTED. 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT IgS 12 IgS -- 12 IgS S Am o 12 IgS 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN (WIN), 50 C ( r l' WILL BE WCORPORATED INTO THE TOPSOIL ATA RATIO OF ONE PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR ®TTgc S -� � \ , CO1 1 1 __E COTTAGE / SLOW RELEASE OF NITROGEN DRIVEN ONLY BY BIOLOGICAL ACTIVITY TYPICALLY �Q s h o1 rF7 F v�s #11 12 1 s #10 PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO , o� �.rO^°, Go `ryh ��?a� 5 Am / (FF=29.25) g (FF=2a•25> INCREASE ITS WATER-HOLDING CAPACITY. IN SOIL TEMPERATURES ABOVE 55° F, AND WILL PREVENT NITROGEN LEACHING. G ti°j' a 12 Ig S 90 2K 4K 4 Fxc �� el ) 2 KI COTT �"' 6. COARSE MULCH ATA MINIMUM DEPTH OF 3" IS REQUIRED ON ALL 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE T 12 Igs 2 KI4 KI 12 IgS 4 KI rFF#,3 0<c. r. °°°' PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER / 7 Am 1 ,000 SQUARE FEET PER YEAR IS PERMITTED. 4 KI i 2 KI °J ' 4 KI 'S 12 Iqs 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY t s IqC i -- 5 Am 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED 7 Am / 3 FxC E `z /�' 12 I s �o ��:I THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. �_�--�-� - i _ g 4 KI 5 SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN 12 IgS ` 8 FxC „ 5 FxC ' 5 Hn e 8 Fxc /�/ - r C; s- 2 KI ^ 4 KI - COTTAGE REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD e Fxc 4 Vd88 5 Cmc 1 ccA = S NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS `- 4 AV w 4 AV 5 Cm 5 vdBB s 2 KI y� #g APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR IN THE PRODUCT E.G. 22-0-15. USE OF PRODUCTS WITH 0.67 IN THE MIDDLE / i COTTAGE N 2 Ki (FF=2a.2o) LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE ' w7 Iqc #12 PLANNING BOARD. OR LOWER IS NOT RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 111--cc-A-1 / 7 Am 4 AV F (FF=2a.2o) 4 KI 4 Iqs , MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST 5 VdBB 4 IqC� ' 4 AV �\ 5 Am - % % 12 Igs 8, ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE INDICATES IT IS NECESSARY. 6 Igc r -� , OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED 12 IgS W 12 IgS 5 Hh r 2 \ \ 12 Igs ( N 1 A AB FROM THE CENTER OF THE TREE gg 5 Hh _ E E E E u_, p CpS� E t` E 4 AV 3 r ` �_ _ __ L ---E�- �- �\5 v BB / 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) q i `� #Z9.zo1 4 AV ' 1 AgAB $ Igc 1 ccA 1 Agae �- SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161 -44 t` / / 1 AgAB ` 5 VdB� 5 VdBB 1 ccA 5 VdBB s Igc A THRU K. AS DETAILED AND SPECIFIED. 5 VdBB w � ' _( \ 10. PARKING AREAS SHALL HAVE A MINIMUM OF A 4' WIDE LANDSCAPED � 7 FxC 5 VdBB � / ` � I i- -w w w- w--- w----�w - - --w _ JV AFP---FS---- -- --F, mr - \ 1 AREA AROUND THE PERIMETER. P L A N T M A T E R I A L L S T wr ; ; 5 Cm r - �- Fs - ; 5 Cm j .- -- 2.0 I C - -�_12 I9S / 10 Iqs '�,•• 2 KI 5 AV ;r5 vD6®,�.n/ , SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES ' 4 AV \ 2 KI G ` 14 IgC . i d' (311A E N 5 Am 19 IgC \\ \\ AgAB 20 AMELANCHIER AUTUMN BRILLANCE 2"-2, AS DECIDUOUS 5„ M 3 C 1$ 4 KI 5 H /� 12 Igs 5 Fxc - GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE # (D 18 IgCQ � I �,' �' m ,i 5IFxC m N \ \ SEED MIX NO. 1 - RAIN GARDEN/STORMWATER RETENTION AREA. BRILLANCE / g (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY WHITEBUD REDBUD 2"-2.5" AS DECIDUOUS O 1 A AB - 5 H h 6 Am_ I CCA 18 CERCIS CANADENSIS y, �s 5 VdBB ,_4 / 2 KI 4 KI WHERE NO MOWING IS ANTICIPATED io Ig s 5 Av COTTAGE ! m COTTAGE 'ALBA' ALBA' CAL. SHOWN SMALL TREE 12 1 s 2 KI N / #8 N #5 ; ! t 5.00 LBS. - SCHIZACHYRIUM SCOP - . 9 5 Cm 5 Cm (FF=28.15) 41KI (FF'-28.15} ' �% % ! ARIUM LITTLE BLUESTEM JV 390 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 10 O.C. TALL - w 2 KI / 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS o 4 KI \ ' 4 A � �\ 4 AV 5 Hh 4 AV 1 CCA / ,S j m� S J / 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE CONTAINER EVERGREEN \Q SAGE .-4 KI 1 CCA r 5 FxC I / HEDGE ' ^ tl- Coll 2 KI 5 Vd88 6 Am s i I /` 110 JV 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER ( Am 95 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING V # ° t 2 KI 4 KI ! 2 KI - ��,2s.2a) �,E �. 5 vdBB / ;j -_�_.___ ___ 4 KI 12 IgS / t 2.00 LBS. - CAREX SQUARROSA - SQUARROSE SEDGE CONTAINER SHRUB Z E 12 IgS n Igc 12 Iqs �; J �i/ / 2.00 LBS. - CAREX VULPINOIDES - FOX SEDGE 2.00 LBS. - LIATRIS SPICATA - MARSH DENSE BLAZING STAR OCT AGE s Fxc / o 12 IgS 11 ° } /if 1 ccA 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN FxC 103 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING --.� 12 IgS C 13 I c En Y f / 5 VdBB 'COURTASOL• TIDE CONTAINER LOW SHRUB g Fxc #20 12 Iqs q ° /, '_ '� , 2.00 LBS. -- SENNA HEBECARPA - WILD SENNA / `FF529.20� 4 FxC s 12 IgS COTTAGE i COTT6AGE -- 12 I9S i '" 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS , ,2 KI ' E4:KI 5 COTTAGE (FF--#2x.25) rO� (FF6.25) �'� I�/ �'`� - 2.00 LBS. - ANDROPOGON GERARDII - BIG BLUESTEM VdBB 190 VIBURNUM DENTATUM BLUE BLAZE #5 5 O.C. FRUITING 12 1qS COTTAGE E l`� �`' ' 1 .00 LBS. - ASCLEPIAS INCARNATE - SWAMP MILKWEED J / / 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB 21 4 KI S� #24 %i/� i�W \ 1 1 .00 LBS, - ASTER NOVAE-ANGLIAE - NEW ENGLAND ASTER I C 156 C 5 5' O.C. NATIVE I = ---- --- / ILEX GLABRA COMPACTA OMPACT INKBERRY # # (FF-2x.10) I 9 (FF=29.10) 2 KI ( 0 2 KI i �/ - 1 .00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO OR ALT. KALMIA OR ALT. MOUNTAIN CONTAINER FLOWERING -- s o �- s o, I/,, /� OS�AGE 12 IgS 1 .00 LBS. - EUPOTRIUM COELESTINUM - MISTFLOWER LATIFOLIA LAUREL EVERGREEN gg I / Y / 5 VDBB 4 KI /2 KI 4 Ami 12 IgS �� _ /; C 4 1 .00 LBS, - MONARDA MEDIA - PURPLE BERGAMOT IgS 558 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT 6 FxC 4 KI �12ijgS / 12 igS # 8) \ 10 Igs 1 .00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT HT., B&B EVERGREEN 12 IgS 4 Am 5 CCA 6 Am 1 ` 1 .00 LBS. - VERBENS HASTATE - BLUE VERVAIN ChP 22 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3' O.C. COMPACT VdB1 .00 LBS. - ZIZA AUREA - GOLDEN ALEXANDERS HARRINGTONIA PLANIA JAPANESE PLUM YEW CONTAINER EVERGREEN i \\ 1 /�• OR ALT. TAXUS X MEDIA 4 Am t` ,' 1 A AB 7 I C / �Tp,GE 1 .00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS OR ALT. HICKS YEW t } COTTAGE COTTAGE 5 v BSB /� Co _- - 'HICKSII' ' 1 .00 LBS. SOLIDAGO JUNCEA EARLY GOLDENROD #22 10 IgS #23 2 KI #3 4_KI 28•a� c FF=zs.2o) (FF=zs.2o) 10 lI_S - i5'l tFF` 5' O.C. FLOWERING ,,- ( 4 KI KI 144 KALMIA LATIFOLIA MOUNTAIN LAUREL #5 1 AgAB 12 Iqs // 5 Fxc ' \ 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS PER CONTAINER EVERGREEN 5 VDBB 1 ,000 SQ, FT.-' " r, 101gS -- �\\ N 2 KI t1 10 Is AV 50 ANDROPOGON VIRGINICUS BROOMSEDGE BLUESTEM 2'-3' HT., 3' O.C. � 10 IgS • _- (NATIVE GRASS) 5 FXc 1CONTAINER �\ �� C Cm 30 CHRYSOPSIS MARIANA MARYLAND 1'-2' HT., 3' O.C. OC8D GOLDENASTER (NATIVE 2 GAL. N 40020"00~ W 35524' \\ ` � C®T#AGE � PERENNIAL) CONTAINER V (C2 KIS �� (FF'28s) (� "� Hh 30 OIDES SMOOTH OXEYE - , 3' O.C. 711, 1 "'�J`' HELIOPSIS HELIANTH 1' 3' HT. o �� , _ (NATIVE PERENNIAL) 2 GAL. 2 KI CONTAINER \ 6 Am 10 IgS RAIN GARDEN/STORMWATER RETENTIO 3" DEPTH MULCHED PLANTING BEDS AS - \ AREA (3,800 SF) SPEC. (31,165 SF) - ------ _ 0 DISPERSE EACH ROOT MASS INTO AMENDED 5 I C TOPSOIL. STAGGER PLANTS THROUGH OUT J t 1 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE NATURALIZED TURF AREAS WHERE MOWING IS \ 1 12 IgS ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS C) PLANTING BED. WATER IMMEDIATELY AFTER � -\ ` �� \ 10, C®"r�AGE \ / PLANTING (TVP.) �\ y, g 2" TO 3" MULCH AS SPEC. 1 H / \�\ \\\ \ \ 6 FxCr F�2880' y I (105,890 SF) � 3" HIGH SAUCER � t' �r ` \ � � CDUG ASOLUMN AR PER RECENT EVERGREEN (TYP-) FINISHED GRADE , l PROPOSED AREAS SLOPED GREATER THAN 10% TO RECEIVE 4" DEPTH NATIVE TOPSOIL FROM STANDARDS FOR \ NURSERY srocK As pwmNc solL As SPEC. �. �\ y'�.` �- ON ONLY, NATIVE SEED MIX AND EROSION CONTROL MAT AS SPEC. (2,222 SF) _ PUBLISHED BY THE U AMERICAN NURSERY& (MIN.4" TO 6' DEPTH) LANDSCAPE ASSOCIATION / DIG 2'(MIN.) DEPTH n 4" HIGH SAUCER (TYP.) TEST HOLE TO VERIFY 4 ED TOP of ROOT CROWN SHALL ROOT MASS \ / i SUBGRADWELL E ® \ 3" MULCH AS SPEC. \ 12 IgS NOT BE MORE THAN 2• TAMPED POROUS % \!�\\i / I - REQUIRED TREES AT ROAD FRONTAGE: SEED MIX FOR NATIVENATURALI BELOW SOIL LINE (WELL DRAINED) ; �\\ '�` 5 ��BB (WHERE MOWING IS ANTICIPATED ED TURF AREAS: 3 MIN. TOP OF ROOT MASS AND SUBGRADE CANTING BEi� I \ O -11 FLARE OF TRUNK TO BE / I _ REQUIRED: 1 TREE (2"MIN) PER 40' OF SLIGHTLY FRONTAGE IN PLANTING solL SURROUNDING GRADE GROUNDCOVER PLANTING 1 X 189.58 = 4.74 SAY 5 AS SPEC. FINISHED GRADE N.T.S. 5 vdBBl 15 VdBB o 1 PROVIDED: 5 TREES 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE 3 MN. �` / 33.0% - FESTUCA OVINA - SHEEP FESCUE n Roor BALL 1 \ 11chP REQUIRED INTERIOR TREES: 10.0% - FESTUCA BREVIPILA. 'BEACON' - HARD FESCUE, $EACON- \ DISPERSE EACH ROOT MASS INTO PLANTING 4s Jv \ II 5.0% - FESTUCA OVINA VAR. DURIUSCULA 'RHINO' - HARD FESCUE, -RHINO- WELL R NEN) \�� PLANTING BED. WATER IMMEDIATELY AFTER ! vgAB REQUIRED: 1 TREE (2 MIN. CALIPER) PER 10 STALLS 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F GLAUCA) 'BLUE RAY' - ,Y DIG 2'(MIN.) PLANTING (TYP.) PLANTS THROUGH OUT ! C 1 X 6 54 STALLS = 6 TAMPED PORWS 1 A � O k \\ \ HOLE TO VERIFY " ( ) \ ) � \ DEPTH TEST e6 I \ BLUE FESCUE, BLUE RAY- Poor WELL DRAINED 2 To 3" DEPTH eacc w� SUBGRADE MULCH AS SPEC. 1 _ 5.0% - POA PRATENSIS. 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- 0r19(MiN MATERIAL 3" HIGH S(�j FINISHED GRADE 1 TREE (2 MIN. CALIPER) PER 40 OF PERIMETER PARKING I 1 1,270 LF/40 = 32 5.0% - POA PRATENSIS. 'SHAMROCK' - KENTUCKY BLUEGRASS -SHAMROCK- " TOTAL = 38 TREES AGROSTIS PERENNANS ALBANY PINE BUSH-NY ECOTYPE - AUTUMN U PLANTING SOIL AS SPEC. AgAB 3.0% - � EVERGREEN SLOPE PLANTING (MIN.6" To 12" DEPTH) NOTE: 5 vDBB BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE N.T.S. DIG 2'(MIN.) DEPTH I PROVIDED: 38 TREES TEST HOLE TO VERIFY ROOT MASS //� //\i/\�, WELL DRAINED �! I 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1 ,000 SQ. FT. Ull� TAMPED POROUS \/ j� � SUBGRADE MATERIAL L-Lj (WELL ED)I i USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. 4Ga O LANTINc BEC I FS a SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. o ,,�� ORNAMENTAL GRASS & PERENNIAL PLANTINGS I Q Q N.T.S. I I\\ 5 VdBB [� TREE- DUG AS PER �I I l 1 1 ChP DATE BY DESCRIPTION APPROV. BY S� //�� 0 RECENT STANDARDS FOR `V1 SHRUB- DUG AS PER ' I I, T NURSERY STOCK AS VV RECENT STANDARDS FOR w U PUBLISHED BY THE �b NURSERY STOCK AS AMERICAN NURSERY & L6 PUBLISHED BY THE 1 AggAB a �, , REVISIONS LANDSCAPE ASSOCIATION LAAMERIC EN NURSERY&ASSOCIATION 1 A AB I 5 VDBB 5' CcA Vd8B �^ W 0 Ag AB] vDBB \F 3 TOWN OF SOUTHOLD WRAPPING AS SPEC. TOP OF ROOT N TREE FLARE AT TRUNK 3" MULCH AS SPEC. MASS GHTTLY ABOVE 5 VdBB ", SUFFOLK C 0 U N TY N Y / F1 CcA 3" MULCH AS SPEC. TO BE SLIGHTLY SURROUNDING GRADE(n HIGHER - a SURROUNDING GRADE 4" HIGH SAUCER (TYP.) l � U 4" HIGH SAUCER (TYP.) FINISHED GRADE 0 RECEIVED PEC 0 N i C COTTAGES LC� (D FINISHED GRADE .O 5 VDBB " �- PLANTING SOIL AS SPEC. O ® g jPLANTING SOIL AS SPEC. NOTE: DING 2'(MIN; DEPTH 1 �' ` f I 5 VDBB � J W w' JUN 4 2AB 022 ^�, (� DIG 2'(MIN.) DEPTH TES' HOLE TO VERIFY N 41 39 30 �C �E �E� TEST HOLE TO VERIFY /\//// \//\�i WELL DRAINED __,r Southold CWfI ( A S �(L LANDSCAPE PLAN WELL DRAINED \y�\ \ �� SUBGRADE MATERIAL Planning Board / SUBGRADE MATERIAL Roor BALL L. K. McLEAN � M� ROOT BALL SITE PLAN X ROOT BALL WIDTH (MIN.` � ASSOCIATES, P.C. O X ROOT BALL WIDTH (MIN. TAMPED POROUS __ f": f G CN TAMPESUBGR DE TYPICAL TREE PLANTING (WELL D (WELL DRAINED) `E.l I� RAINED) SUBGRADE CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SHRUB & EVERGREEN PLANTING THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS N.T.S. / /E ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS D , Designed By: MF/CFD Scale: AS NOTED Sheet No. � F'13ft p U N.T.S. AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL `V ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE P L 1 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: MF Date: JUNE 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW (n SECTION 7209-2). Approved By: RGD File No. 21039.000