Loading...
HomeMy WebLinkAboutRevised Site Plan recvd 08/22/2022 I SOUTHOLD , NY , SUFFOLK COUNTY , APPLICANT INFORMATION : Sheet List Table SHEET SHEET TITLE APPLICANT NAME SPORTS EAST LLC C/O FINNEGAN LAW, P.C. NUMBER ADDRESS................... BOX 1452 T1 TITLE PAGE Al CITY........................... MATTITUCK A2,.4, FLOOR PLANS w ,a• 'n`r•8..-•F, ' '".; x`+" r r�, xru5:�5�a'�'4, ''p�,1s r3 /.,� e.t'' ``4d hr rs� `k 1 ELEVATIONS y," ". 2hT��nky���' � ` =;sH fur ��fi�'*" rrp s�sks �r r. k��L q.,r., �`•�,I�Y� 1 r � Y,' �`,,, STATE:........................ NEW YORK 7 EY KM1 KEY MAP PLAN ZIP CODE..... .............. 11952 Ya �� C1 EXISTING CONDITIONS PLAN Al C2 EROSION CONTROL PLAN i x 'e � tl"! 4 °'� �+�� At D� 1 'e �y 3� a C3 DEMOLITION �c REMOVALS PLAN y PLAN SITE INFORMATION . m C4 PROPOSED SITE f C5 GRADING AND DRAINAGE PLAN C 6 UTILITY PL AN N TOWNSHIP........... SOUTHOLD ' t C7 TRAFFIC AND SIGNAGE PLAN HAMLET................ PECONIC C8 SITE DETAILS FIRE DISTRICT..... SOUTHOLD FD , C9 DOMESTIC WATER SERVICE DETAILS S.C.T.M. NO........... 1000-075.00-01 .00-006.000 (TO BE SUBDIVIDED) AREA OF SITE...... 213,256.82 S.F. (4.896 AC) LT PROPOSED LIGHTING PLAN � t� a - CURRENT USE..... VACANT S 1 PROPOSED OVERALL SANITARY PLAN PROPOSED USE... PROPOSED 24 AFFORDABLE HOUSING COTTAGES S2 ENLARGED SANITARY PLAN 1 S3 ENLARGED SANITARY PLAN 2 S4 SANITARY DETAILS 5 S5 SANITARY ELECTRICAL DETAILS PL1 LANDSCAPE PLAN Y $h: (� }' J 1 •'�a., r ���ulb� E'��-� Will��r f a' za k .; A, 6 Southold U fir : � �l T , rn 7 � � V/ 4 6 U PecOnlc U —--, RECEIVED w PROJECT AUG 2 2 2022 L ------------ 'F LOCATION Laughing Planning Board Q Waters P T FO TT ' E 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD -D DATE BY DESCRIPTION APPROV. BY n 6; East E C 0 N COTTAGE �S REVISIONS CutchOgue N AUGUST TOWN OF SOUTHOLD LOCATION MAP SUFFOLK COUNTY NY 6 U N.T.S. PECONIC COTTAGES o 01 TITLE PAGE N - N -a--� CON C 0 AG S L. K. McLEAN ASSOCIATES, P.C. ..` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ^.__, W C— ANY PERSON ND/OR THE FROM M ALL RIN SPYrHING IONS ON THE DRSWIfYS \ r Designed By: M F/CFD Scale: AS NOTED Sheet NO. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �RENG ARE MADE. THE Q / PROFESSIONAL FESSIONAL WHERE ENGINEER MUST SIGNS SEAL,DATE AND Drawn By: M F Date: AUGUST 2022 1 DRAWING ND/OR IN THE SPECIFICATION (NYS ED. LAW 9Y DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 7209-2). Approved By: RGD File No. 21039.000 20'-0" 20'-0" (2) 2x8 HEADER (2) 9.5" LVL HEADER 105 — — -- -- _-_ -- - _ __ _ _ __ _.__.--._._... -- I EGRESS j 2X6 STUD WALL W/ I I �6,, W �" CDX SHEATHING & I 8" THICK P.C. WALL W/ (2) , F6, I I I #5 BAR @ TOP ON 10"X20" Ln Of �&., I R27 INSULATION l P.C. FOOTINGS TO 36" MIN c I I j BELOW GRADE U I 1 t 104 > BEDROOM 1 c," \ DINING °° I I N ( L�j PANTRY , o � I — I I in _ I N I HALL ; KITCHEN 107 t 1 I 4„ P.C. SLAB W/ 75�� o � � I " I ............. .. .. ... ............. .... 6X6-W 1.4X1.4 WWM I o _ o „ °� h O O i 2X8 RR 16 0C 2X8 RR 16 OC °� CE 1 -------- N l ........... 9: 12 PITCH 2'-1p1_„ BATH 2'-9' O O l 9: 12 PITCH V) 2 p CLCN LD LD 1os W I I 3- O2 1„ ...... 91 -p„ x 9-g2 I `t 103 -T Lij- N = W I I l 1 I I I c I I 13EDR00M 2 Z LIB/ING100 t w(D t I l uo I t ..__ ._. - ___. _._ - 102 z (2) 9.5" LVL HEADER I 10i (2) 9.5" LVL HEADER O i 1„ 11 109 1 4'-112 6-721 4'-1" 4'-4" I C) 0 SMOKE/CO HARDWIRED COMBO DETECTOR U FOUNDATION FIRST FLOOR ROOF PLAN L 0 0 PLAN PLAN V) 4-1 4-1 V) 0 Q SEAL ARCHITECT PROJECT JEFFREY SANDS CAROL. AVE LLC i ARCHITECT U 1 A,^a ,,. 6 EVERGREEN LANE p� L EASTQUOGUE, NY 11942 1080 CAROL AVENUE PIIONF.631.375,5997 PECONIC, NEW YORK '' FAX 631.576.8916 6�``a C,..- I \ E D F w° AUG 2 2 2022 ----- Sout'rlol8 Town O Planning Board Q (/) 0 0 DATE BY DESCRIPTION APPROV. BY 0 FLOOR PLANS REVISIONS o N.T.S. TOWN OF SOUTHOLD i SUFFOLK COUNTY NY E � Q) PECONIC COTTAGES �? o j NEW yob. ono t7�g14 FLOOR PLANS Nc- 6 . * �Q L. K. McLEAN ASSOCIATES P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 5,6 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. `— ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS /� Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS 'p.� " `© UNDER THE DIRECTION OF A LICENSED PROFESSIONAL _ OINEER, WHERE SUCH FESSIONAL ENGINEER MUST SIGNS SEAL,ARE MADF- THE PRO DATE AND Drawn By: MF Date: AUGUST 2022 A TH Q DESCR RAWING AND/OR IN THEBE THE FULL SPECIFICATIONOF THE N((NYS ED.TION ON ,Ll` SECTION 72DO-2). Approved By: RGD File No. 21039.000 STANDING SEAM MEAL ROOF ....... . ... 12 PITCH 12 PITCH -- 12 PITCH CANTILEVERED EPDM RU3BER ROOF ON CANTILEVERED EP "CDX PLYWOODRUBBER ROOF ON / "CDX, PLYWOOD I � I I _ I EGRESS II I 102 �' 102 , �� _. 103 i SIDE ELEVATION i FRON ELEVATION CANTILEVERED EPDM RUBBER ROOF ON C- J"CDX PLYWOOD 12 PITON 12 PITCH 12 PITCH o w STANDING SEAM METAL ROOF CIO - m o . ................. . . . O O U ! EGRESS 107� 108 I) I EGRESS, L-0—J] I u - — I SIDE E I-... EVAT Ors 2 RE-- AR ELEVATION ARCIIIICCI JEFFREY SANDS ARCHITECT n 6 EVERGREEN LANE L'AST QUOGUE, NY 11942 tY PHONE:631.375.5997 FAX 631.576.8916 V w AUG 2 2 2022 _l Southold Town L O Q Planning Board O DATE BY DESCRIPTION APPROV. BY ELEVATIONS N.T.S. REVISIONS N TOWN OF SOUTHOLD E � SUFFOLK COUNTY NY U U �? PECONIC COTTAGES O j r --oF NEw y I :�i � OG•D/ ELEVATIONS N - Cl) 4 :"�� L. K. McLEAN ASSOCIATES, P.C. ` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No.'1 AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS +p Designed By: MF/CFD Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS TrS � IpyNEER. WHERE SUCH ALTERATIONS ARE E. THE px�rF'. (n UNDER THE DIRECTION OF A LICENSED PROFESSIONAL rTlr� aDa7 Q / PROOIFESSIONAL ENGINEER MUST SIGN. SEAL.DATE AND / Drawn By: MF Date: AUGUST 2022 A 2 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION �209 2TION (NYS ED. LAW SECTION Approved By: RGD File No. 21039.000 1 k' -�- CARLTON . a l I LATHAM € 34890 COUNTY TI r ROAD 48 LLC .34892 COUNTY �-A- ROAD 48 LLCI e Co � SUFFOLK COJNTY � r j OSPREY tt DOMINION CO 1 4800 COUNTY r ROAD 48 LLC 11111111,0000001 ! # I IIIIIIIIIIIIIIIIIIIIIlililljll r I i DORENE del. ! Ti 3:. 1 1\O1.ERT PHILLIPS t� I t 1 I t CICHANOWICZ,, TT ILEX VM LLC, 1 1 I TOWN OF:SOUTHOLD Wil �i I MARK WALTERS MARGARET KILLIAN, MTA LIR MARK WALTER`� ~- J k I i � f 9 ! FLORA,ANACNOS I 1 4g D— Q ,r^+a tJl 8 Ch 0 1 I I a 1 I C5 r 1 SUFFOLK o WILLIAM s � ; I � i COUNTY PATRICIA 1 I KASWELL i MICHAEL OLIS I RAYN & r � I � f RACEL 1 WALTER & I FLATLEY I i r STACEY 1 + CHARLOTTE _ � I MARCiEWSKI � � i �� j .. MILLER 1 MARIO & � I U 1, LISA ROSA q 1 t � ; 1 I _ I I E Y3 I HENRIETTA [SAE > 1 1 oCARROL ' AVENUE-, a 50 ap 1 O 1 SCOTT KRUK 1 � I C.)C 1 HAIRSTON, I i MAZIE LINDSEY I ! HAYES, i PECONIC, ' t U I PARKER I LLC ! T )OHN & INEZ ' p i 1 l BEYRER 1 Buildings With Land Usage � RECEIVED W ,. ,I ,.,..,. �_ �_ 4 l Low Density Residential I DAMES & RUTH - �MTf� - HL+BA>� � AUG 2 2 2022 o Commercial LIRA t s --- 1 ..`_ ---- - --- O ;, TOWN OF t 1 DANEIL 1 Southold Town 0 SOUTHOLD � � � LILIANA � g _-- -- � �lC3t within 2t�0' � � L. .�,.._ � - Planning Board t t ARILA N Distance. from Site Location � � � s t � DATE BY DESCRIPTION APPROV. BY E 500ft REVISIONS U KEVIN TERRY i 0 200ft ! CHRISTOFORATOS, C r , TOWN OF SOUTHOLD � ET AL. TOWN OF a Q Q Site Location I I F ; SOUTHOLD SUFFOLK COUNTY NY r � 1 � � � STANLEY ZLIREKIx. � P E C O N I C COTTAGES N t 1 t 1' t ! O r . Q� Oo� U N G. De �f AYNE . MAP PLAN 0VERTQ-DAY--0 20 I w '" 1 r JOSEPH PEPPE, ti !J �` eS t WENDY � L ,,.,� L. K. McLEAN ASSOCIATES, P.C. �'j Su County, UConnjCTDEEP, sri, HERE, Garin, C-•eoT'echnolo(�ie�s, Inc., 1151�5, ESA, USDA �-._v_.._. _ _ �! 1 11 � .- r,��� Q __ r __ _ I t ; gQ�S y�� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 9 way,-.... .... _.i 1 1_ .§ I__. E B _ T _.. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed Sheet No. De31 d B 0 8(i 160 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS fROFS�j ,i 9 y MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS - -- Feet UNDER THE DIRECTION OF A LICENSED PROFESSIONAL A d E. THE PROFESSIONAL ENNGNGNEER. WHERE UEER MUCH ST SIGN, SEAL.TIONS ARE DATE AND Drawn By: MF Date: AUGUST 2022 1� /1 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE \®/I I DRAWING AND/OR SECTION0SPECIFICATION. (NYS ED. LAW Approved By: RGD File No. 21039.000 X28.9 x2a9 x28.7 x2&., X2B.6 S 38°45'10" E 886,47" x P9s - -- - x -- -- -- -- / PROPERTY OF - / x - _� \ JJ 29.�7.B R1 �0 x 28.1 2H.2 28.2 � x \\ x 27.7 27,6 _ IRON I \ I \ \ - ROD x285 29.0 --_ _212 27.9 2b3 283 �1- TOWN OF SOUTHOLD 290 / WITH \1/1 I/ 26.9 x26.7 CAP a' 29.1 �-29 2 x2a1 x87.5 x 279 � 2H.7 x2a6 x2a5 x272 jig\\IJ�I/ 1 LOCATED AT I II \ (�6 28.5 P9.02'"' � x P7.4 `'' J X�' PECONIC x 28,8 2w x X X/ xMe I 28.8 J I \ 29.0 x '2s•4 x I %287 206 \� ._ TOWN OF SOUTHOLD jt9y� X 2H.1 I V1I N �-- x289 X2H.6 __. x27B - '!�v� � � SUFFOLK COUNTY NEW YORK ¢' /' ` 21 p !' \1/_ x2Z9 � _\'1\I x2Za ��/_\ ' X xv.2 ^ 2s 1/_ '1\ \1/ �Il\ �� X8L3 x29 1 I f " XAM4 \I/ \1/ 1 \ rtl��'>`y,�!��\\j/ x2a.2 �i \I� , \ \I/ �I/ _� 27,0 / \ �/ _\I/ 1\ AREA OF PARCEL = 213 256± SQ.FT. OR 4.896± ACRES x21.7 \290 ,p9.0 �� / I % / %217 1/ \1/ / \I/ \�I\U 27' 0 % I / 27jIV�`- `I\ x28.3 I I \I 279 x �I\ \ ) f Xz70 1\1= I I�j'� %271 x \1 \/1� mN \1/ \ x2Z2j� I \I \ x x2a3 /'� -l f \ll, \I/ x267 29. I /j\ •• 2•rrEj\ ) %27.9�j t,'9 / x2B.4 \r/\I�/ x �l/ X. x263 x2B0 �1/ '1 � \I/ \I/\ix X� %26.H LEGEND I I II I x26.926.4 270x29., % 1:may \I \1/ \ly . . . . . . . . .UTILITY LIGHT POLE X \/ XS7 -O- . . . . . . . . .UTILITY POLE 28,9 X2B.7 x 2X0 Ixax6.72 ' LIGHT POLE 6 6.9 / 2XBx27.7 1\ \ / �� x27.7 2H.2 �76128.6 x284 %28.3 x2Z5 � / \/ . . .. . .x 2&.B1 2zo WEL L \ \I/ G� SIGN / \ \ x273 x26.8 0 . . .POST x28.6 2Zo 1 /%1\\� . . . . . . 'COCIFEROUSTT REES . . . .. . .7 28.8 I\ i�J \ /1\ x2Q6 x 284 x 2B.1 x 27.3 / x 26.7 may. EP - -EDGE OF PAVEMENT n' V x28B x2H5 - -x27,4 - 279(7-2ar- - - - -_- � - - - - - - - - - - - - - - x27,P . . . . . . . .SPOT ELEVATION Tval SSV89 T - - - - - - - - - - - - -Y'Z3 -L --- - - - - - - - - - - - - 1 A % of - - 2d7 - - - - - - - - - - - - - - - = - - - - - - - - - - - - - - - - - -- -/- - - - - - - �-- -- - - - - - - - j - - - � --- 28.1 X 27.4 x OI X29.1 / 28.8 x2a.0 I x 1, x2ZH I /' 26.9 ♦J ll\lIII��� J� '- x28.1 L1 27.6 x 29.2 \ 29.0 ` \ / 1 I x 26.9 270 > `(� I I I N x 26.9 1 \ x28S x277 I I \ ZZ x29.4 \I//' 1\ 1\ /'\\r'r <P I I vl x26.9 z6.7 ❑ \ x28.7 \f�\ r \I/ �!j_ 8�z \ Ix27.51 IY. OX89.7 x29.t / x 1 LJ x28.5 w , \f��\I j ICI \I/ �i/ Ld Q3 w \r/\1/_ \f1\ /I\ _, A xzza x26.a U X29.4 / \r�-j\ 1=x \1=/1\ x 11/_ %26.9 x .1 2 3 \I/ \1/ /r\ 1 1 x 28.9 1 _ I 27d V x29.2 � / \I/1\i/�f'jI\ \I/ \r/ x /�\� /1\ / 2B.1 I x2Za � x x 2H.5,/ _ x 278 �' 'r NOTES 266 X 26.7 .X x29.229.31--0 / x26.6 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 2% x29.4eAs rx� \ BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, 8.27 290 /1\�1/ /I\ /I\ 1 \1 I /;\ / ' x26.8 x29 2. LONG ISLAND ZONE. 1 x29.3 %28.6 r� � �. �xTZ7 2773. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). x29.3 x 92x 8229.0 SQDOM ,�O 3'JQ3 28 28.3 Az`''4275 ` \ / 279 25 I 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED +' �\� U x29A SQDO i'1 3O 39fI3 x26.9 2 .1 x289 / 3.L't\ \ Q3QDDM I I \ x2Za � Q3QODM x 3.0't x28.s 3SN33 �1NI7NIVHJ ,b C � 2I03'3� % LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE �sr x29.3 29.3 2IDD'3j_ -_ �_ ___ -- X X- X__ X I I \ x269 NEW YORK STATE EDUCATION LAW. x 0 0 RAILROAD X 29.9 x30.0 x29.s 28 U MON. I I 2� J z ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF x \ (� / 5, THE LAND SURVEYOR'S "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE % N 40°20'00~ W 355,24" x28.1 I I 0 X x 27.1 VALID TRUE COPIES. 2B x26.8 � 27.1 \ 30.o I � 2&., 1 270 \ x26.8 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN x ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 26.8 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND J I ) C II Li- \ \ I \ \ SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM -1 ❑ z ❑ pal \ \ x269 \ J THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, I L, Q X I \ , ---� x26.8 GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE 28.4 \ \ X27.1 - - - - - - - - ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE U z - _- TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. - - - - - - - - - - - 271 1 26.8 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. co Q ¢ Q � X27.4 / x 271 8. THE SURVEY CLOSES MATHEMATICALLY. I X 27.1 x I I O % x 27.1 A I �} ro I I x` 2.s 3 xvt ; %26.8 LJ W \M A x 27.5 () �x ,8 x2 � x275 x \x 27.4 x27.3 Z ` 9 x27.1 �' ' %274 1 cn � I w I I I I ' 29"I ---_. x P7,8 x 27.5 ti I xP7.6 x274 O Q /2 x 271 x rx x 27.2 1 28• X 27.6 x 27.6 O X 27.3 I I I , AUG 2 2 2022 x275 O I I I I \ x272 Southold Town N I ` % �78 x272 1 Planning Board E x279 x27 27. 6 x1 C) x �01P x 277 DATE BY DESCRIPTION APPROV. BY 27' REVISIONS O ' 2 \ x 277 n 3 x 27., 1 '1 I TOWN OF SOUTHOLD G A MA2 � x277 ET IN UTILITY .q N � LIPA #10 x .4 SUFFOLK COUNTY NY �eH SQOOM .�O 39Q3 N o \ PECONIC COTTAGES O� N 593r-I� ' 0 _ SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. _ _ _ - - N 41°� 9' ~ LIPA #10 / �� S EXISTING CONDITIONS PLAN j DISTRICT 1000 uL. #11 x x ,B Q SECTION 075.00 BLOCK 01.00 v w L. K. McLEAN ASSOCIATES, P.C. LOT 006.000 y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ty11p��°' 6 �yq ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS rn4fPilf�� Designed By: MF/CFD Scale: AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IrS l�P Cl UNDER THE DIRECTION OF A LICENSED PROFESSIONAL THE PROFESSIONAL ENGINEGINEER, WHERE ER MUCH ST SIGN. SEAL,TIONS ARE DATE AND Drawn By: M F Date: AUGUST 2022 1 S 7209- SECTION 7209-2). DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR THE S (NYS ED. LAW Approved By: RGD File No. 21 039.000 S ). 1 I NIF (C[_!0iV T Y C1r" SU L7 _l / ®i""`-""-"`""--- ANGLE FIRST STAKE TOWARD �_ --- - l��{ \ 36" MINIMUM 2 x 2 PREVIOUSLY LAID BALE. •C� ^ FENCE POST WOVEN WIREFEN FLOWFENCE (6x6 - CE FILTER CLOTH t o M "4 G SLOPF 50' MIN. SEDIMENT ON STE \ - 'n BUT SWFICIENT TO KEEP ,���� BOUND HAY BALES EMBED FILTER CLOTH Rq NAY pAL µDp, C 4" VERTICAL 1 PLACED ON CONTOUR MIN. 6" INTO GROUND FUNDING OTj �, COTTAGE COTTAGE'' ${ ` �I/ FACE ^^`� � �`T fp �, �h �01 r �4�F ! _ .;..1,..r 1 1 2 RE-BARS: STEEL PICKETS OR W -, O y'\ '\ ), 1 poi o� ( ) ( -n�;2 _ \{�� I 0 - � ��L 69p ' �`, ,� FF=28.25 FF- a g J 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 'T.����;s;:s��y;;�:r.<:s•�„?,��r,.-;-.,�-��;;,, ,�rE;T;,.;:;a•r ,r},s q ( + _ DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREAi�:ti+t'' `'•''"':'�`� '"`' g I h r^ , S; l' .'i' - ��::�i.•?tif ri.f?Y\' .n ' i1':e:.w \I {/ / II ^'i \•P r t \ , HAY BALES. 1/2 ACRE / 100 LINEAR FEET '1=h` ;'• ?: +r4`'*, e( Sd± '�':r'� \- ANCHORING DETAIL < k {,k ;-a a ( _ ;. •__ . '\ / I / / i\♦�I Y�i'LW€.\-f\�•` /\ ...,f, ,�'•.f4TS'_;EY_"A'.,a�s:.l=+ai.F y,i. `-Z•.t,^�F �.�`,("_.\,Y�', O/.�r.#.,.".T i-...j✓/\}t 'tJ �..i'''1{�! Y(�a�' I 1� / SECTION DETAIL -''.w 1w",.'''�1l•e�•M TT•,''�,•L•'�;t�'�-'�y s.'';���s-"+:„..i�`j'.`7�"`:5�.r 4`G',,;�,.-.:•f..+�:=as:::txz�:-..:F_�•^r qrv�s-..�,4,:�,},.y�ti;ti,`����• :Jfr..Ir!=}•. oa STRAW BALE DIKE DETAILS S SILT FENCE DETAILS SCALE NTS n .}����• .)�,V.,�..1�• �i•.�t 1N S iY t,y,.M• i ' a-LL !\ ;_..1 is :, sa •,� 1; r `) r' a SCALE NTs Y... Fr. s.. .. �. f I{ :r ~` 1 ( 1l CONSTRUCTION ENTRANCE-FOUNDATION OF DOW ACTED t ' \ T' ! `s . a' �� �' ., COTTAGE ^ 3/4'STONE REND OR KY.STATE O.CT APPR ll 9 1 Flu.Thar T� ARC y � # ( ) sCCsrnc MADE FOR Tm A� ld'\'TTAG r,; ' t _ I s ,rF-28.20) \�'{••{r\ v' '�-f) •N _'\ t 1 PLAN VIEW ff l{> _'•-+ -- f if �.:..ir -' �•, �p ..•.,I"F I "- .'. -1,• `( ,` 18'-0"MAX.C, FLOW t �q / / °'{ ��I�'•.�`\ jy'r' �\. A ""1 �s { i�+.-_ o.+''� CAR �� R 0 A D _ , _ iE \ CONSTRUCTION ENTRANCE-MWATION OF OOIPACIED {{ t f / ram 3/4'STONE BLEND OR N.Y,STATE DO.T.APPROVED 0.G. a I l 9.20� \ / i r^� ,, r N /� } I �� Sur wT uo/CR t .�_t ` i � � O� /// 1 � SE.T EETNallo FILL 1DIR'(Yh)ABOVE FXISTdO GRACE FOR DRAINAGE. � 1 \ l\ J/ CROSS SECTION SLOPE 9 PERSPECTIVE VIEW I I BEDDING DETAIL TEMPORARY CONSTRUCTION ENTRANCE cy{ � SCALE.NTS � l 00(Z AGE - _ LLJ COTTAGE C�T7AGE '�Y- 4 � Lj CpZS AGT V y E I � ', � ,� '-•'" ° "-�` H H If GE SAND BAG NOTES: CO��A '`' 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO O IMPERMEABLE SHEETING ' -0 - MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE A A �29.20) y- ., ; >{ -`• .' COTTAGE COTTAGE ( STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH (.T I _ �• ` #7 # e CONSTRUCTION ACTIVITY REGULATIONS. (FF=28.25) (FF=2h.25) I \ 1:1 OR FLATTER COTTAGER `� ! -' ` \ I / 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH -t\ f\\(/ { p I � I , SECTION SIDE SLOPE ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE 21 "-�} �`=� \ f j e {; i _ ✓t' CONSTRUCTION. I (FF=29.10) €f {`t, f\ \I/- /{', -il t - %; tc1# r _ _\{/ /{\ { \{ r :: i SAGE H O O O O H 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL I _ C0� ELAd OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS a { �{ r%, '{ { °� _`{ ' /I ,mm _ ) 4 CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL ` t CONCRETE WASHOUT DETAIL BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. r ( '< 4_1 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED N.T.S. O ARE IN PLACE, AND APPROVED BY THE ENGINEER. C� I --�( COTTAGE C�TTA�E: :" �, �� Cps 9 #22 l{ { 5. SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE ( FF=29.20)(FF �; t / 10i'l'�..`_ t FFs2 DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS •(n I � .^,r'Y`z`"'f. .'�,.�..T,.,��.�y--',;'' r'"-,.-,.-;:-y- -.P•y-�-.r•✓y„--'�t � i ..- AND ONTO ADJACENT PROPERTIES OR ROADWAYS; ��� ��. t• _\y y i 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO ~ f ,J_ IMPACT ON NOISE ODOR & LIGHT' CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; VL �F� 4fC7C31NE �•,� FECOF 4' CN T,,F?.INK rEA" 7- -� i.�[` � _ _ �� Pr t0 start Of any construction activity, notify 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC cn �� _- - - \ 1 the Town of Southold Planning & Engineering —v r Prior t ROADWAYS. Departments a minimum of 2 business days In B. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE GE 1 advance; An ins ection is re wired of the installed EXPOSED; 4 4 / x 1 r r �- r ' {^ '€Jh f 8 Y .aF.._ �+ ,, p- �, \ r / COST Af r�F.' P q f — �•- 0 a/ ✓ �•� t 1 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 Engineers office OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; CHARL17TTE P ILLEk' ° ' l andstaff�f iJ d Planningtprior t0 clearing. 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; Construction activities shall only occur from 7'DOa.m. t0 6:00p.ie On weekdays and Saturdays; 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE AND t \� tT / PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE + �..1. /N ` / S �' 4. No construction activities are permitted On ANY SILT AND DEBRIS; o I Ij3 J Sundays, year-round, or the following holidays: U \ 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. / New Year's Da I' L• ,/ ? COAG� - °''-' -• t y 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES �' `. ...,� _ _ A_ _ - _ Memorial Day :. _c Independence Day (July4th) 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED LEGEND. _ ._ _ — _ Labor Day SMALL SPILLS THAT MAY OCCUR. 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE n Thanksgiving Christmas Da CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. U 1 ---- PROPERTY LINE 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED (D -1 1 .0 - -EXISTING CONTOUR + / UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. -- �� � Tn 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND PROPOSED SILT FENCE w3 HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS O (LIMITS OF CLEARING) ;:� 1 SHALL BE ENACTED. , 0 PROPOSED CONSTRUCTION FENCE SITE PLAN �� �•I SCALE: 1"=30' / PROPOSED CONCRETE CURB tr�: I 1 --Ts"HOPE— PROPOSED 15" HDPE DRAINAGE PIPE o so 60 Feet I I� - D PROPOSED 8" HDPE ROOF DRAINAGE PIPE ° - U / PROPOSED 100 LEACHING CATCH BASIN PROPOSED 10'0 DRAINAGE LEACHING POOL �� --� / w o-, LIGHT POLE AUG 2 2 2022 -O- UTILITY POLE (n UTILITY LIGHT POLE - o O SANITARY MANHOLE TRAFFIC SIGNAL POLE l < — _i 1 Southold Town � f j � Planning Board GAS VALVE �R I O SIGN DATE BY DESCRIPTION APPROV. BY -� ' , t!; CONIFEROUS TREE -' �\ \ -20.0'—► � � °�_ — — — REVISIONS 17-71 o m DRAINAGE MANHOLE TOWN OF SOUTHOLD N T RECTANGULAR DRAIN INLET ROUND DRAIN INLET SUFFOLK COUNTY NY *0 FIRE HYDRANT I w>yN .r't \ ,, � /r}rr �J p •'F-• �^ .3P, 01.' t•.fE,A+? �'a¢ � t {o ff f V o PECONIC COTTAGES WATER VALVE - WATER METER `' - � ot, \ _ / oe (D TELEPHONE MANHOLE _._. .•:.4 _ ___ ft, a)` �' . � "�'`' 1F_...k- _K _ AJ'�. �,J_r ° h-phAJw o 0 ell EROSION CONTROL PLAN t --r DECIDUOUS TREE " L. K. McLEAN ASSOCIATES, P.C. -_ � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION PERSONN LAW OF THE FR M ALTERING STATE ANYTHNG ON THEXDRAWINGS �� Designed B BITS Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS *� UNDER THER. WHIERE SUCH ON OF A LICENSED I ALTERATIONS AREMFESSIOTM Q � � 9 y MF/CFO Scale: AS NOTED Q PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND F'°ROFES, Drawn B MF Date: AUGUST 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C 2 / � y: DRAWING AND/OR SECTIONS 209 2TION (NYS ED. LAW Approved By: RGD File No. 21 039.000 OSPREY DOMINION CO, � �1 VINE TRELLIS (COUNTY OF SUFFOLK DEVELOPMENT RIGH7,5- _� �-- _SINE TRELLIS � \ � -S- 38°45'1®" E 4 78,73' _\ LEGEND: X o 21 -29 ,2`�/ x X W -28-- X-0.18 - - - PROPERTY LINE �� x�.or, 0 00 I Xo.29 EX, TREES TO BE --27- 10 ISUBGRADE CONTOUR �c,P � -� X- . 1 29 LIMIT OF PROPOSED GRADING X;; - 63C REMOVED \.1 0.0r � xo 37 ti� -- XC 01 xa15 � Xo.Sz\�� / \ - -1 1 .0 - - EXISTING CONTOUR I I xo. � _ X�;2� X0.66 X0.52 I I 29 0 Xo49 X0.43 \ �\���I/ - - PROPOSED GRADING LIMITS I I XO64 xo.ao ) X�23 '� 28 `���I�-'- X�b / EXISTING DECIDUOUS TREES TO BE REMOVED �'' EXISTING EVERGREEN TREES TO BE REMOVED � I X0.67 l X0.24 28 \ _ � I 33 - a Xi1 t)6 �� XO.52 0.58 /j �� I / X0.55 i XO.48 V I I/ V I/ A I cv ti X p EX BEES TO BE REMOVED / 4 ��;�I� � _ X-0.46 DEPTH OF EXCAVATION o 22 ' / v! X42 X 0.46 DEPTH OF FILL XO.44 / \''��i\ bik31\I/ I/ �. Xo.27 - .� iI�\1_`I�o 0-, LIGHT POLE I � \/ �II� I I XU 1 1 X0.75 -• I C j'X \ \ X o.7� - � �- UTILITY POLE �h1r; `�-4 .I X-o. 28 �ri�� \�ijZlo .\�/\I Xo 62 {I i _ /I\ X(O.2a I i �- . cv\ ;� xo o� 1 UTILITY LIGHT POLE \ X01s _ I �ol� � / �? f x _ CV 1 I /tea �C'tj \-li/j\ x�;; /\ll \ 2 xo 1s \I/ \�o \��' O TRAFFIC SIGNAL POLE X0.34- .,� , -oI\ /Ie \ X0.35 - •��' \ X0 05 �II� I\V/ 0.92 I Os SANITARY MANHOLE 1 I xo.29 �Ilyi ^\ 'cfo X X-o74 X0.02 o\Ili -� 19a GAS VALVE I \I X-0.54 _�i+ -r_ -✓ �\II� 28 X0.35 _�II� �II� \I/ J I 0.08 I I SIGN _ _ -0.08 / _\to \ I' / / 'i X0.32 Xo. 7 \�✓ e ol\ <f Xos2 \ CONIFEROUS TREE X022 i2g \ - 7 085 J� /�- � o e� O DRAINAGE MANHOLE I 1 1 -I\\I,t • �\ X-0.72 2 / xo. _ �I� y RECTANGULAR DRAIN INLET i l 2s l - � -0.11 � X-o.26 /.�,\ 2 6 X-o 2 \I(\/ 1 •,.... I�\I�--�,,,'- Xo.41 � X0.09 0 �- I X s.ss i' of X-04 I �V ' \ ROUND DRAIN INLET FIRE HYDRANT q �d 1`' 1 I � EX. STUMPS TO BE-REMOVED X - ' WATER VALVE 1 1 12 �29,,X X 0. 6 \ Xo.01 III I 4 ,27 � � �" �• X-0.3i � �C-0 31 I�- XO.15 © xt,� \ X X 3.s5 I\ <II>\I/�( X-0.14 X-0.57, C WATER METER X oI7 oI\%�o X-0.0s 033 0 TELEPHONE MANHOLE � �0� X IX X 3 6 .57 -j\- X-0 4 C-o.81 {� DECIDUOUS TREE �/ X-3.80 2 /I\ X 0 04 X 1.26 X-0 13 a� 0 8 X-1 42 X 0. 1 SSV89 X-0.94 / - q l X ,23� - - - - - - - - - - - - - - - - -- -. - - - -- - - - - - - - -- - - - -y -=- -� - - - _ - _ ----_ X0.69 _ __ DEMOLITION NOTES: 2 � X-1.31 �X-1.43 � - Xo.08 ��-�-- � /-�_-' - - - - -- _� - -_ ��_ - - - - X0. 2 X-1.10 ® X0 B4 X-1.05 / X-0.71 X '39 X-0 3t xo�_ ' 1 . THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE �_ X-0: X-o 9(< /.. X- 59 X-o 4� I t DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE I -0.25 X-1.0 X-0.75 X o 8z Xv"s / j EX. GRASS TRIAL `` X0 91 X o 5s �,� THE SCOPE OF WORK. X \I�\ / TO BE REMOVED I �C-0.33 \ 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY X-0.89 \i,� z \ \.7e_ .\�I ��/ X 040 I I y X-0.13 / X �� ® Z X o 5a X o 32 \ \hG '`I\ I / X0.09 I I / X o 21 X o 20 BACDTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO O .57 \��\ 1 �98\!� / >x X 100 / \ o ti Xo.6o 3. THE CONTRACTOR SHALL I\lo ° X-0.25 xo39 1 1 o Xoo ALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE q ?s X-0 7',' �r''1\ ij �'�/ o j 30 - x0 e5 AND ADEQUATE PROTECTION FROM DEMOLITION WORK. � w X ' X-o.51 � � \��\�-0:71� o I \I/ � � / I 1 !I X N o\I,Xos3 \�' � /I\ I���/� - - X026 1 47 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, X 0.16 X-0.24 �' ��/ \r.; I oI\ I �I� �?C0.1 N / 13 WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE X.7 N \ \\7/\I� � \I/ \I/ Flo \I/ <I� X050 X a2 3 X o 22 - - L . -I ij --• /I\X�,eio \- • - ENGINEER. X I\ oI\ I\ \2 D 68 / I - X0.62 2 I / X0.33 8 E 0.24 ' , %�/ /I\_\I/ \i/ \I/I\ \I/ Xo.22 1 I /��• BRUSH 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING X-o j. I\ I _ - ._ of `(o�`o I 0.47 1 I X1 6$ AREAS TO REMAIN. j X X-0.19 i\_T of\ \to / 0 07/i\ ' Xio 1 1 X0 2 N cn ��2 \lo _\lo �Io ��.o- • - i X 00 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL A X-0 zs Xo 1c ol�/ � %I ij /j /I\ /I\ / i Xo.29 Xa1a 1\ X 68 BE LEFT CLEAN. RE AS x0 00 x I I ?r\I�_ In l,L\Imo- I \lo.,I / �xo.aa EX. BRUSH TO _I , 32 b / �� \i BE REMOVED F'---- 1 ,� X o 2? Xoz1 1 1 035 N o 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING 4.63 1 EDGE OF WOODS X0.00 , 00 0 2� w 1 X1. JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. EX. TREES TO BE REMOVED o.o � X0°°�" Q -� E�i6.'� WOODS X / ' w q �X ��r� rw� Y� �� �Xo.os 0 WOODED X-010 FE,C VC10DED -o 2 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, FE,CaR. 4' l.4 11VLINK FENCE --- 1 T �, X o QPQ� r ��, 1.0'E )23 - - z X 3z-- s- ' xr� POLLUTANTS AND OTHER DISTURBANCES � I x0. U N/F X0.35 I _- -.--- - I I X0.01 / 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT 27 TO THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING �, N/r N 4®°2p'®Q" ►�/ 355,24' COUNTY OF SUFFOL K 1 � ; / �X 38 �, ( FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED, OR � CHARLOTTE MILLER � I 1 I N1.1BRUSH I N/F } x .32 >_ MARIO ROSA-OSORIO X o1 - REPAIRED A NO EXTRA COST OF THE OWNER. L� , � X1.41 AND LISA A, ROSA 105 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF r o XO� PROPERLY. II I 1 X 2a N 0 I i _ 1 1 i X 1 11. PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED .�. i _ 1 _� - - - THROUGHOUT THE AREA OF WORK. CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL REPAIRS NEED TO RESTORE DAMAGED X0.49\ \- - - - - - SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO COST TO THE �Id?Jl SSd219 __ _ - - c- - - -- - 7 `xo.78 I OWNER. 0,6i U X0.56 i 1141 X- . q� X-0�6 + v, XO,41 I a 0 38 X1.17 SITE PLAN � XO.77 N�\ SCALE: 1 "=30' I o X-0.75 11 U (n A XO.46 X0 30 \ � 0 30 50 �•• -Q, W Xo.93 Q x-0,91 W I' X0.97 Xo.73 X 0.06 cn0 X0.18 -� 0 L X-0.04 Q Xo-64 RECEI V , O - / X-0.15 x o.2s �, AUG 2 2 2022 O Xo 3 O xo 6s � I ` xo 90 X-o 7 \ - Southold Town X-0.03 Planning Board O ;1 �\ X0 75 X0.38 E co1 Xo 32 X0.02 DATE BYJ DESCRIPTION j X 2s �APPROV. X0.85 o x0.52 \ X-0.1 REVISIONS I� �� { X0.2 7 0 Xo56 X �6 ����� TOWN OF SOUTHOLD xo85 SUFFOLK COUNTY NY XO 3 xo 06 oN � - � 0.5 PECONIC COTTAGES x0.02 r� N � Cut/Fill Summary wo D - -- _____ -- 2g GE OF WOOD3X-0.24 0.12 - �QF Ew�ro DEMOLITION & REMOVALS PL Name Fill Factor 2d Area Cut Q�Q�� X0.00 � A � � Cut Factor .Fill Net _ '• � � � Existing Grade vs. Subgrade 1.000 1.000 211846.25 Sq. Ft . 2221.73 Cu. Yd. 1794 .22 Cu. Yd. 427 .51 Cu. i.<'Cu- N IPA #10 # 1 LIL. #11 4 � K. MILE Q Totai s * AN ASSOCIATES P.0 � 211846.25 3q. Ft. 2221 . 73 Ct:I. Yd. 1794 .2?_ Cu. Yd. 427 .51 Cu Y�.<Cut> - _-- W ' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS -_ � Sheet NC ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS {�` A S NOTED ND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 4 ,, +/ Designed By: MF/CFD Scale: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGI THE PROFESESRIONAL ENNGNEER MUST SIGN. SEAL,E SUCH ALTERATIONS ARE DATE AND �t� �.�,,`.- Drawn B M F DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE _ y' Date: AUGUST 2022 Z DRAWING ND/OR IN THE SPECIFICATION (NYS ED. LAW "- `/1 SECTION 7209-2). Approved By: RGD File No. 21039.000 i ,k `` LEGEND: I 11J/L�� �- . x 11 I - P I I ll "I 11 -, { _ �'z. ROPOSED ASPHALT PAVEMENT S 38°45'10" E 4 78,73' 1_ - - - - - - - - - ® ® - - - - m .._ - - - —. - - - PROPOSED CONCRETE SIDEWALK 1,1 \ '. \V w w w w w \!, \l/ y/ \V w \V \1/ %V \V \V \V \I/ \V \V w \V \V l/ w \Ir w w \/ \I/ \V \v \/ \V J 19 n V p V V V V w w V V V w w V W V V V V V w w L V V V V V w V w vii v w v✓ \r w PAVEMENTf SURFACE SCHEDULE PROPOSED BUILDING , 1, v vV v, vV w \I/ � 35.40' v1/ w 1L, w w w w w w q, w w w w w 5.0'\'/ 0 L v V V y. I 3�.0' w w w w w ' .I/ -, .I, ,I/ w w It/ w w w \I, \L- w° w v, \I/ \V \, w w w w (TY.P.) \, w \I, ,/ .I, w w w \V -1/ w w \J/ w SYMBOL SECTION/DESCRIPTION REMARKS y y 000 ry I PROPOSED VEGETATED AREA u w w w w w w w v w v w w w w w w w V w w ,, v w V \V w w , 1 (SEE LANDSCAPE PLAN) II I,1 PE 6 ASPHALT PAVEMEN I,I�I"I1II I I I. L� a, "lJ-i��� \V w w \V \V w \V w \V \V \V \V \V \1 \1, w w w w w V v w w V , ' 2}" TYPE 3 ASPHALT PAVEMEN .. PROPOSED DUMPSTER ENCLOSURE ,. Cad' , Cad © COTTAGE COTTAGE z ll `N 14 \V I w \V \V w w \V \1/ \V \V V \V y w \V V w 6" RCA PROPOSED ASPHALT '( .,6; 1 � �;';„ rfi, 1 F 1 PAVEMENT 11 , .. I .< I I l 'r• 1 w 2 w w FF-28,25 \1/ \!, FF-28,25 u w —__ 4 ? ,� t ? t ) — — — PROPERTY LINE O� 9 : `�` .n`, ,; .— — C {. \V w \V \V \V \I/ �. \V w w w ,� #a� 6" STABILIZED SOIL ' . ,, S4,C):,' Ord, \V v W p 'q 5.0 5 O 0 V V w V w V V w w w w . ` w w L, �, 0q u, w PROPOSED WHEEL STOP - w w w w .V w t V w V t V �����. v) w y w w ` ._` . . . . . . . .,;:' ,. ..� �..v .�. :,, - �... '.,. .,,:fir..:. .. �: ^>% ...... ;: ,-, v. ''�l v..0� Vie, r w. a... V w w w w w i �.� w w w _ .,. w w ,, .: HYDRosEED As SPECIFIED PROPOSED HANDICAP PARKING�� vv.v �, �. V wG ...., w ✓ 0.. I GRASSED AREA ,, ,. ., .. s,-u,,. _ ,,y�. ...�.:::. l _ is:. ..:4__ y y .,. ..��..,... „'... '::gym: x r. , .,, , .r .. , ...::. 4 MIN. E TH OF TOPSOIL ALL DISTURBED \. o ...... , ,.Ps;y ,..,. ,. `�.� .,,.,, „�„ , e ;. ., 0 SURFACES NOT .4 .I,.�i ... t p`�� ,,, r,,W' f--. , „. >,�.,,:. ,,., ,.,, �- �: ,�.- � — OTHERWISE PAVED y. .,z, �, R va y. .� � � . ,-, „,.� _.. :: �: ,,,,, COTTAGE., , V x_-. F_� � 1 11 F_i COMPACTED SUBGRADE `:' TYP: :,. �. " ,y.,, ,: — — — OR PLANTED) PROPOSED SIGN }, �„ 20.0' 1�P. ( I a�, -,:.K24 fl ) — — — — N t '.n ➢�i 19 11 'CGC \i/ \V \V \I/ w \V \V t ,..ff i / (FF ZB 2C,)! !" 0 I is I/ \I ,j \V \I/ \f/ \I/ \V V L' V 5 \ Y, ,m� ? -, s.s BROOM FINISH STEEL TROWEL EDGE a, d; �I€ NIV, PR P II ,:�Z:Q 1 tFF 2 �-,) 0 OSED DUMPSTER ENCLOSURE w w w w L w w w V R10 vI, \1/ w w w w R2 �, V w w � w V vV (UNLESS OTHERWISE NOTED) / hV w w w w w V 1 V w w L w w w v vV x �i' w w w t a 4" (3500 PSI) CONCRETE RZ T—f T"1�'TTT' -- — — CONC. WALK L w V V w V ,, w V V w vV w v/ vV w w V w w V vv yV w L, y V V w - COMPACTED SUBGRADE -�1_1 1 1�1 1��_l L_)�� ® PROPOSED CATCH BASIN C; } \V \1/ \1/ \V �O \V w w � w \L \I/ w \V ' V/ f I ' \L \V \I/ \✓ \L' \V w 'V .:; 17 R54:'S v 3 t \ . V V w V V V '1Q ', V 1 w w S V J S V V I w w V V '�� E ;; �' ' PROPOSED TRANSFORMER V V V V w V V V V V r I F � \\ V V V w r w J\ \�\\z��:_ `j' `I' \V \V \+' 'I \s :, rr 'as`C`\\\\ a Y�it r r'y/- V V w w w \),), t -w di V ® W \ � \V w \V \V w i. , I €. V w \V y� t " , x , a y? 4r 1 J V \l V V \V V V I x .' \V \V v \V ,I , 7,,4 V V V w V V „ ` J w V \V `V rf y \I10 ay/r_ - vV vV w , ,c w w vV vV „_�/ w w Ali ,;a �—i vV % V, vV vI/ w :y � v`• w w vV V, v f vV w w �, �/ w w vV � ': , d" . y �,.�. R25.0 , ,. �, w w w w w ..\..� v _.,„ .,, , ... R ,. I ..�� r t�� R a.0 ,� � SI A T w w �, , . , �,� ,.. � � ,,.. T E DAT A B L n., �v � �y vV w w � $ vR64..�/ w w E w a .., Q �y�y \1/ 3 �:. 1 \V .. 1. � � , �. . . , s q ,, 4�� ,..-... 2.0 V w U � . ,y.; --, - �3, w w �,�s 1 1 . SUFFOLK COUNTY TAX NUMBERS 1000 075 01 6 TO BE SUBDIVIDED �� „ �,r� I �y ( ) ( ) V w �� w I I v,� v w , : y,. „ -a w w w v_ w w r c� �s 2. ZONING CLASS AHD Q O r . --�' , /I COTTAGE` C3TTA w L w w �� � „), w w �t O 1 A w v� w V �� �,r�y ;;�. v� :.v CO �, w w 2.4,,0 ��� „', -_.� h~ - '~ ,.; 3. AREA OF SITE --., ,�, � v :a; 13,256.82 SF V �w vV w L w w -^' w w (Fa.75 (FF=28.15) r=•. ,;),., 1 4 896 ACRES (2 ) .:. � ,,.' €:. �'�i ., ,,. : . ' ' _. .ins -y.., r,.,. �„ 4. INTEND o ED USE OF PROPERTY �-1 w w �. w I w w w ,.. AFFORDABLE HOUSING !!M'. E V r w L w 1 M �,, � ;. _., O �� ,, , ,,, w, w C V V I �,.. : � . , �, w w vV =,.; r1, 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G. d- 1 , �- �� w w w S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) � �0 5 r r �: ,4 fig) 9 s v w t � V w 0 w0 V w V ;� V w w w �' wv w W w w �� w DEPTH TO GROUNDWATER 23' +/- � .. >: ,. ; ; I \I?" -.. \V \I/ '..a'.H..., \V w \V \V w w w \V a..� 3.: ' -,_w w \I/ \11 \11 �' w \V / \V \' ,; d \V \Ir \L' \V \I/ 7 ❑ .; /, �' o � .; ZONING COMPLIANCE TABLE LOT 2 AHD, DISTRICT v7r v!, vl, J, w vV vI/ ; '' vV v1, w w :v;.,. .. 's r vV w vIr w vV v ® w yf/ vV r �� w w v w vV 1 s O^" --I A` REQUIRED Qe 0 }; \V w \V \V \V �'" \f/ V/ \% \1/ S w �/ w w \1/ \I, W�' - \V \i/ w \I/ w J, \j/ I x : �`" COTTAGE COTTAGE ! MINIMUM LOT SIZE Q PROPOSED ;• w,; w w w 1 V I 1 v v ::£ a j, I w V7 wfi w �' 60, I V I v II 10,000 SF 213,256.82 SF (FF-28.25), 0 (FF�26 5) \' �' w ,, V w V w w w w w w w w V w w w w w V w w MINIMUM LOT WIDTH 80 FT o� s ( OTTA :Ir wo � ' 164.7 FT w V V V V V V V V C'iOT k(� e a I s\ 2 V V v w w v, m �, V r 4 F w w w _2►0 -:, � zs� ) MINIMUM LOT DEPTH 100 FT 330 FT V I V w w V V V V w (FF- $.1 ) t!t t� x - v J V L w0 w r ti v L' \I/ w r r ",,1­L a-,L,rI�I-', ARD 35 177 1;w .I/ w w w \I' w 14/ w w v w ', w w ,1 \L y \1 , �A , COil�-G MINIMUM FRONT Y w I \I/ w \I/ v/ \I/ ,,I/ .I/ w \L1 \V 14, \�... :I, �r�> , " MINIMUM SIDE YARD 15' (25' BOTH SIDE YARDS) 25' BOTH SIDE YARDS V w V w w �/ w L' u' ,� , � w w V CLI INIMUM REAR YARD vL� .� 5, 5, \L I v V \I I V \t/ li. \1/ \t/ \I 14/ \v \V \/ \I. \V v.' !/ \ \V - w \t, w t %, M 3 3 5` MINIMUM LIVABLE FLOOR AREA PER UNIT 450 SF 600 SF C w w w w w \I/ w w \i 6 ./ \I \V \i/ w w w w v/ \V \v \L' v/ w w v, �. S z) I w w w w � ,V \V \V V CpT�A \V \V COTTAGE w w \L \V w \� w w w w \V � - C�311 t 0 MINIMUM YIELDING AREA, 24 DWELLINGS 79,200 SF 213,256.82 SF \I \I, w \I/ \I/ \t/ \I/ \V .I/ \I/ I/ .I/ #22 \I/ \I/ w \I/ \!, \V \I, t/ v/ \V \V � i e $� w (FF=29.20) tFF=2 .20) \ a " om2g. t� CL I 1� w w w w V 1 w V V w w V \V w L L' w V V � n 3 I€1y :' V 1 w \I/ '!, w..-e ,.,.\1...... \L' r.. br f7t,f.�f,a� \V w \V \1/ w W .' w w \L/ \1,— \L/ -- - --4-- " $— "�' —\I/ \I/_�-.« \I/ \V //)�,`\�l.?..; `�/ , 'Y&M$' ,._01 v/ \V \V a °' - o a ,zf 1 ' PARKING REQUIREMENT (LOT 1 ) CALCULATED TRIP GENERATIONS i , h - N ' , — \V I_ .�— 14— V `'k \V w \V \V \ fit/ \V w \V f• w \V \V \V w w \V \V \I/1 0 0 \V w w v i \ w f V V _. j ;l_., L -._-:, 1 .0' .,, _ �A r .-- . — — — — — — \ . - 2 STALL/1 DWELLING UNIT \I w w w V 1 I w a/ -. w ® 1 MIFDU TENANT OCCUPIED �rO' w w w 2 tF — _ - , I y� g 4 s0, (CH. 80, ARTICLE VI §280-28) 24 UNITS AFFORDABLE HOUSING 4; w a ,,V, I , _ TT�,G AM 23 TRIPS N 4 D°20'00" W 355,24' _ ,', w �; 1 w M 2 X (24 DWELLING UNITS) = 48 STALLS M = 18 TRIPS y (1 P n ( .';. - I`� /- ? ' a ` PARKING PROVIDED CALCULATED AS PER INSTITUTE OF �t0 V \!/ V �0, L w - , I w w J - TRANSPORTATION ENGINEERS TRIP GENERATION 11TH EDITION `'z, . . REGULAR STALLS 44 STALLS E /', 1, 1 0`Q HANDICAP STALLS = 12 STALLS '"`` "_ N w w w yV TOTAL = 56 STALLS ! , I I V 0 w 1V0 w w \V ,\ \1 __. U w w w w 0 w C©"CO AGE w w w � w / 1 -0 w w w w w \V \V - w w w U I I 1 -c ' GPOSIE.D �/ \a , e \V w w \V \I/ \V I �J M�CJTERw �- , \ \V \V \I/ \l, �, \V ^. �ENCI_ SURE ; �`aL ...� I l ' V/ w \V 9m q�sr�ai d r \!/ w \V \V \I/ \V \V 111 r w V w V w W w --'---- `_—__- I I \ _t yV i w w 1, Rb Q v/ y v w w \V \V \V CD 1 0 "V 'w \V "" J/ \/ \V w 11, \1,, J, I _'V� V, ,I/R4G w x g \V \V \/ \1/ \V \L, W® 1t r 11 vV vV y v rs w vV w vy vV I I \V \✓ \V •.Ir v a w \V w w w w —' ----`----- -- . ! Cy , vV vI/ L v«' w w VV w- vL vL w vI/ _.___ Q w y/ vV y, `j, w w w vI/ w vV w ':,. `'. E Lam . �:__.__" U) vV vV vl, vI/ w vV w vV w v'V vV u I �w ! w w w w w w w w w w 1 AUG 2 2 2022 I ,�/} \I. \i, \V \!, w w 11, \I/ \1 ' \i/ 9 " I _-.- cn ' II ' ' �, w L' y w 1 w w V V PROPOSED 4 RPZ Islannho(d To -- o I I� I'I �, w w a w w I V w , w INSIDE OF HOT --BOX ENCLOSURE -� w vv w .y a/ ,V w w v1' vV V 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD �I w w V w w w w w w w w w DATE BY DESCRIPTION APPROV. BY I r w y .� w p y, w V w __41 3 w o� iw w — /.— --- .w w ___ w w [= 1 REVISIONS TOWN OF SOUTHOLD CD I I vV vV vV ,V w k. � i vV'> ) w vI, w w w vV `\ w w �" �' 35�°' w SUFFOLK COUNTY NY E w w v/ �V vV ,M, � w ' w w v w L 14 ! j, w y w w w w w w PECONIC COTTAGES ' I \ '; w V w — — T 6� it _ _ N 41°39'30" W ","7 - , �alw y _ _ - - �����oG � �,�� PROPOSED SITE PLAN _ — 36 8,50' M_ PROPOSED WATER _ METER INSIDE OF ;, SITE PLAN DT-201 WAULT " N � � - , ,. " F L. K. McLEAN ASSOCIATES, P.C. /r-'t CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 -30 t'SO' WIDE, � -'-- 0 30 _—�0 ®� /\ e O�R I�� THE EDUCATION PERSONNFROM ALTERING STATE ANYTHING ON THEKDRAWWGS '^�-- =' Designed By: MF/CFD Scale: LAW OF THE AS NOTED sheet No. — eet J/'� /n� H V r V AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS ( S— V A e R UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 11 - . - - (� ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE _ /1 Q / DESCRIBEFESIIONAL ENGE FULL INEER MUENT ST SIGN, SEAL, DATE AND THE ALTERATION ON THE Drawn By: M F Date: AUGUST 2 0 2 L l(\./- DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21039.000 1 y N/F LEGEND: OSPREY DOMINION CO, rr.�t.r (COUNTY OF SUFFOLK DEVELOPMENT RIGHF�5 T----- '� I,;ct,.l..1" - `-~ �- _ _- ._`-_..� - _ '2�---�---�-�_-_--_-_. PROPERTY LINE / --S- 38°45110"1 E 478,73' \ 10 PROPOSED CONTOUR �� 29 -, Zg/ - _ - _ - - 2e — — _28/ _ - - - i - - -1 1 .0 - - EXISTING CONTOUR v / F4�4 \ �� / /1 / — — PROPOSED GRADING LIMITS �. 29 \ —i` LP5 /\s\ FE5) do k`P%L_ 6 FE6� D .1— � 2 0 PROPOSED 8" HDPE ROOF DRAINAGE PIPE CO ST / PROPOSED 15" CPEP DRAINAGE PIPE ZSPT6 v� y� \ n Q ' cOTT / ---- �/ COTTAGE r COTTtGGE �` ALP 1 / ® PROPOSED CATCH BASIN \ o �� � r #�4�F \s t DW) #11 #10 �2� ry^ 9ey° ?ggo \ / (FF=28.25) (FF=28.25) 7 /1 pW J / cOlTq o 71 DWG PROPOSED 10'0 DRAINAGE LEACHING POOL ) ?8609 g 2 s PROPOSED SANITARY PIPE / I D,� \ // o o T7 \� { w PROPOSED 2" DOMESTIC WATER SERVICE I �e� No, / s d s —Fs— PROPOSED 4" FIRE SUPPRESSION SERVICE COTTAGE #9 I E PROPOSED U.G. ELECTRIC I \ —29— w\ \ COTTAGE �FF=28.20) N \ � w o _ PROPOSED U.G. PRIMARY ELECTRIC #12 o I , I (17-2820) r I N it PROPOSED TRANSFORMER � N / �� � �6 2 ti �� \ D L Cp(lAGE \ �.E 3 ` \e - e( l�- ♦ 0" LIGHT POLE 1 #'' \ ` W �,2920) / ♦ CO- UTILITY POLE Q 1 ♦ t j-, UTILITY LIGHT POLE ✓I g ►� \ DRAINAG�� SIGNAL0 TRAFFIC EA #1 w w w �w w w �-- w SANITARY MANHOLE GAS VALVE SIGN jj pSCAGE �, \ L _ ;`!� CONIFEROUS TREE PT4 _ _ / __ �oDW� DRAINAGE MANHOLE � \ s � r-28� / � �'28\' -27 ROUND RECTANGULAR DRAIN DNLET RAIN INLET � Q O I \ \ I COTTAGE COTTAGE / o (0 / #8 »f #5 ` Z7 FIRE HYDRANT `p (FF=2!. 5) I / (FF=28.15) 6RAINAGE WATER VALVE �, ' w w 1pGE \ ST4 /� \ \ s AREA #?// @ WATER METER C0 �9 " ° (`O"') kLP3) I a s \ W / / �V��� Q TELEPHONE MANHOLE �DM4/ DW 1 DECIDUOUS TREE P41 / \ / / DM3 l � p�� o O 16 C 0 l FE °o FE31 #29.20) COTTAGE COTTAGE / w / \ t D/ '\o g COTTAGE (FF=28.25) $p W ST2 (FF=28.z5) c�rv�) / / / �l COTTAGE 1 (Pa 24 \ � #21 (F=29.10) o — — — — s (FF=2s.1o) 3�--s - s / �o M2 � GE o --E COTTAGE g" kD% // I CpSSAGE REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: ♦ n�\ COTTAGE I �\ o #22 - - - - - #23 ` ♦ / �13 ♦ (FF-29.20) (FF=29.20) \ ♦ / —� I \ a CFF 2g.6) 1 ( \ 3 ' DRAINAGE AREA #1 RAIN GARDEN (DRAINAGE AREA #1) ♦` 1 f I \ y / 1 � �` I �2� IMPERVIOUS (ASPHALT & CONE.) = 24,320 SF EDGE DF WDaD- "r� rY.Y..Y-,� ry �� \ c \ o C=(24,320 X 1)= 24,320 4,711 .25 CF REQUIRED ' �• : / \ I 24,320 X 2"/12" (RAINFALL)= 4,053.33 CF CAPACITY IN RAIN GARDEN (18" DEEP) = 5,710.5 CF c� �� Ircaa cry . ors _ \ �°��� - _ _ _ '°A - t�_ Y =` �`- - - \ _ I \ 2 1 PERVIOUS (VEGETATED) = 39,475 SF TOTAL DRAINAGE PROVIDED = 5,710.5 CF - DRAI AGE \ N/F y o C=(39,475 X 0.1)= 3,947.5 0°20'00" W 355,24' COUNTY OF SUFFOLK `ARE #4 I N/� N 4 2� Cp1T2GE 3.947.5 X 2"/12" RAINFALL)= 657.92 CF DRAINAGE STRUCTURES (DRAINAGE AREA 2) � TOTAL STORAGE REQUIRED = 4 o CHARLOTTE MILLER N/F Q ,711 .25 CF \ 3,097.17 CF REQUIRED MARIO ROSA-OSORIO DRAINAGE AREA #2 (5) 10'0 x 10' DEEP LEACHING POOL = 68.42CF/VF X 50 = 3,421 CF AND LISA A, ROSA IMPERVIOUS (ASPHALT & CONC.) = 15,880 SF TOTAL DRAINAGE PROVIDED = 3,421 CF � , I I \ /� \ C=(15,88OX�� 1)„ 15,880 DRAINAGE STRUCTURES (DRAINAGE c� I I I \ FE1 E tD j) / 15,880 X 2 /12 (RAINFALL)= 2,646.67 CF ( INAGE AREA 3� / ,� 1 -� _ _ 2,049.73 CF REQUIRED o r1 Cp1TAG _ __ PERVIOUS (VEGETATED) = 27 030 SF #aao� � _ - 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 °° DW o M1 t� ♦ -� \ 2,703 X 2"/12" (RAINFALL)= 450.5 CF TOTAL DRAINAGE PROVIDED = 2,052.6 CF / tU , \ \ ♦ TOTAL STORAGE REQUIRED = 3,097.17 CF U W / LP1 / DRAINAGE AREA #3 DRAINAGE STRUCTURES (DRAINAGE AREA 4) i DW) / 1 IMPERVIOUS (ASPHALT & CONE.) - 8,624 SF 788.1 CF REQUIRED 0 I i ► o / �../ \ / I ��` C=(8,624 X 1)„ 8,624 (1) 10'0 x 1Q2' DEEP LEACHING POOL = 68 42CF/VF X 12 = 821 .04 CF I 2� / •+ ` 8,624 X 2 12 RAINF - 1 TOTAL DRAINAGE PROVIDED = 821 .04 CF 0 PERVIOUS (VEGETATED) = 6,1244SF 33 CF C=(6,124 X 0.1)= 2,703 SF k%W1 \ 2,703 X 2"/12" (RAINFALL)= 612.4 CF / a \ TOTAL STORAGE REQUIRED = 2,049.73 CF DRAINAGE 4 AREA DRAINAGE � I I � r \ \ AREA #4 � # 4-1 I 1 1 IMPERVIOUS (ASPHALT & CONE _.) - 3,015 SF 0 11 I i -28- \ C=(3,015 X 1) = 3,015 0 I 3,015 X 2"/12" (RAINFALL)= 502.5 CF' \ PERVIOUS (VEGETATED) = 17,136 SF C=(17,136 X 0.1)= 1 ,713.6 SF _gam r 1,713.6 X 2"/12" (RAINFALL)= 285.6 CF _ �_- y '� \ \ / TOTAL STORAGE REQUIRED = 788.1 CF I AUG 2 2 2022 cn PROPOSED 4" RPZ Planning Board L I ` INSIDE OF "HOT - — 0 Q ) ` 100, BOX" ENCLOSURE �. \100, CD O ' , DATE BY DESCRIPTION APPROV. BY O w REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY PECONIC COTTAGES V o _ _W___ __ .. . w 4 " °8-913 1 < `, !PA 'NEW j%. _ _ OPOS D__ GRADING AND DRAINAGE PLAN _._2`?�...��..�'_____..____ PROPOSED WATER Q p�� /q N _ _ ---------- - - 368,50' N o a� M INSIDE O DTR201 WAULTSITE PLAN . L. K. McLEAN ASSOCIATES P.C. " Fs'`? [jr Fr ; N l"" i fir? CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN NEW YORK 11719 SCALE: 1 =30 r ���,�:�� CS0 WIDE) 6 ' Sheet No. 0 30 60 Feet THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS / 591111111 RC7� � A VENUE -_ AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 4� -- Designed By: MF CFD Scale' CAR UNDER THE ACCOMPANYING SPCENSE DNS. UNLESS L S F M UNDER THE DIRECTION OF A LICENSED PROFESSIONAL v ::...-•'" (n ENE. THE RGMTSIONAL ENNGN SUCH EER MU�SIGN. SEAL.TIONS ARE DATE AND Drawn By: MF Date: AUGUST 2022 ( i� DESCRIBE THE AND/OR IN THE SP SPECIFICAOF THE TION (ANYS ED.TION ON C J SECTION 7209-2). Approved By: RGD File No. 21039.000 NIF OSPRE Y N71-111VIE1V C11. V1_7 LEGEND: (CEUNTY EF SUFF17LK TEVELL7PMF_',1VT F\­'IGH�, G 7 PROPERTY LINE S 38'045110' E 478,73" —D— PROPOSED 8" HDPE ROOF DRAINAGE PIPE r4 I PROPOSED 15" CPEP DRAINAGE PIPE N�F- DM5 k LP51--- ll_P6��M6 FE5) FE6'I k DW) PROPOSED DRAINAGE LEACHING CATCH BASIN 6 0 ST5 ST6 PT5( (CDV5) (CLN5) 0— D (DWO) PROPOSED 10'0 DRAINAGE LEACHING CATCH BASIN PT6 CO, (0 k LP7) COTTAGE COTTAGE \DWG PROPOSED 10'0 DRAINAGE LEACHING POOL DW 'r #11 #10 (FF=28.25) (FF=28.25) DMJ7 190 k 0 9 ooj�' -�FE7� 0l PT# PROPOSED 8'0 PRETREATMENT TANK kDW) 0 0 ST7 -4 (C0V7) kDWI 00 T7 (0;oT# PROPOSED FUJI CLEAN I/A SEPTIC TANK COTTAGE DM# #9 (0 PROPOSED 4'0 DISTRIBUTION MANHOLE COTTAGE (FF-28.201 W #12 (FF=28.20) j LP#N PROPOSED 10'0 SANITARY LEACHING POOL k D;1 011 P,.GV- /� # o / Ahl iFE#� PROPOSED 10'0 SANITARY FUTURE EXPANSION POOL OUV V1_ T DW) \—W W_ W W k DW) —s— PROPOSED SANITARY PIPE k FS _r, I's PROPOSED 1 " DOMESTIC WATER SERVICE PROP&ED PRIVATE HYDRANT —W PROPOSED 4" DOMESTIC WATER SERVICE F3_ PROPOSED 8" HYDRANT WATER SERVICE oll N"L �1 \ _ - _ - _ _ _ _ _ . -E- PROPOSED U.G. ELECTRIC PT4 k0 D W) PROPOSED LIGHT POLE ks' PROPOSED TRANSFORMER cz / `` COTTAGE COTTAGE #8 #5 DW) (FF=28.15) (FF=28.15) LIGHT POLE UTILITY POLE Coll NGE ST4 #19 #A I (COV) kLP31 UTILITY LIGHT POLE DM4 I k DO 0 TRAFFIC SIGNAL POLE / / `� ) P411 '11o' 10DM3 IS) SANITARY MANHOLE 011 NGIC /�_1/ "W- __ - '� -'� C. F4 GAS VALVE lFE4 P 2) FE3) Q #ejo SIGN ST3 COTTAGE COTTAGE (CVV7) CONIFEROUS TREE #7 #6 kDW (FF=28.25) Oo ST2 (FF=28.25) COTTAGE 0 DRAINAGE MANHOLE COTTAGE I I DW RECTANGULAR DRAIN INLET #21 #24 0 S S- (FF=29.10) IS —ri (FF-29.10) —D D ROUND DRAIN INLET ✓ M 2 k DW COST AGE FIRE HYDRANT �FE2� .5) WATER VALVE LP21 't 1WATER METER WOODED CD TELEPHONE MANHOLE kDW) Coll A.GE kDW) COTTAGE COTTA23 n 4_1�0 GE 0 DECIDUOUS TREE #22 # # (FF=29.20) (FF=29.20) k DW) 3 UTILITY NOTES: EDGE OF WC77,-s 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE D ::D JXF UTILITY COMPANY rEXOZ 4' CHAINLIMV FENCE ' ` LOT X co 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG ta 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR .011A.GF- NIF N 40'020-'00" W 355,24" CL7b'i",,TY 17P7 SUFF01-K C m I 1 4. SEE LIGHTING PLAN FOR SITE LIGHTING Ff C CHARL17TTE MILLER NIF 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND 4-d MARIC RL7SA-ES17RI-0 METER ON SITE. AND LISA A, R17SA 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ ENCLOSURE AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) o 0 k DW) u FE11 0 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. 60,STI COjjP,.GV- (CEN7) #A "'y 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT DW) 0 �IFF.45.80) OF HEALTH k mi 9. WATER SERVICE SIZING: > LP11 9.1 FIRE - 8" LLA 1 9.2 DOMESTIC WATER - 4- (MAIN) Cn %t I kDW1 (D Imo-- `/ e 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 0 - - -------- TRANSFORMER THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES SHALL BE NON-RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16--VALVES AND SMALLER) OR DOUBLE DISC, IRON BODIED, BRONZE MOUNTED OF THE RBER ENCAPSULATED GATE TYPE. STEMS AND STEM 'q- k%W NUTS, GATE AND BODY RINGS, WEDGING DEVICES,UB THRUST BEARINGS AND PACKING GLANDS SHALL BE Cf) Z I MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF THE MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 RS OR I I I \ 1 APPROVED EQUAL. PROPOSED 4"0 DOMESTIC 11. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH I I I \ ER 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 ASPHALTUM PAINT. 1\�ED LIJ PROPOSED 4" RPZ HIS 2 2 2022 INSI�E OF "HOT 0 BOX ENCLOSURE Southold C) C Planning Board (j) 0 PROPOSED 8' DATE BY DESCRIPTION 0 WATER MAIN APPROV. BY 0 0-) FOR HYDRANT W 1REVISIONS 0 TOWN OF SOUTHOLD SUFFOLK COUNTY, NY 4_1 F co 0 U PECONIC COTTAGES 16') ED 0 #9 LIPA n W 0 ........................... W—W—W G. D . . ........................... N 41 913 W_W_W_ (D W—W I :�E W W UTILITY PLAN ,50 Qr-1 C- PROPOSED WATER i eft LAJ 4- ETER INSIDE OF PROPOSED SCWA o SITE PLAN PROPOSED WATER MAIN EXTENSION L. K. McLEAN ASSOCIATES, P.C. DT-201 WAULT SCALE: 1 "=,30' cv�a- ur 8" TAP PROPOSED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 M (D (50/ WIDE) 4" TAP 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHSITS Sheet No. 0 Feet VENUE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS r Designed By: MF/CFD Scale: AS NOTED CA RRL7L L A AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs UNDER THE DIRECTION OF A LICENSED PROFESSIONAL U) ENGINEER. WHERE SUCH ALTERATIONS ARE MADF. THE :3 PROFESSIONAL ENGINEER MUST SIGN, SEAL DATE AND Drawn By: MF Date: AUGUST 2022 < DESCR E THE FULL ENT OF THE AL O DRAWING AND/OR INDCr THE SPECIFICATIOTEN (RATIONNYS ED.N LAWTHE C 6 SECTION 7209-2). Approved By: RGD File No. 21039.000 NIF SIGNAGE 17SPREY DOMINION CC, FOR ACCESSIBLE -FOLK DEVELOPMENT RIGH�'-/(COUNTY OF SUF PARKING T�L2,L IS S 38'045"100 E 478,73-' 5.0' 011 LANDING REVEAL NOTE: SIGN HEIGHT SHALL BE SET TO MAKE IT CLEARLY VISIBLE DROP CURB 6-0' TO ALL PEOPLE WITHIN THE 00 DRIVER'S SEAT OF ANY $3 ?)t COTTAGE COTTAGE e jrr VEHICLE CONC. WHEEL 1b ill #10 -5 0'- - 1 5.0' S2 rp.. ,r 10j (FF-28.25) (FF-28.25) STOP (TYP.) co" GREEN BORDER 3 8 AND 4" (TYP. Xe '4o 4" (TYP. LETTERING (2- HEIGHT) r� ., e s2 '�" 1,3' T- iRESERVE WHITE BACKGROUND AND ' S3 BLUE S1 S3 PARKING ;�;7- 3/8" MARGIN PAVEMENT - C5 MARKINGS , S2- sg BLUE INTERNATIONAL ii S COTTAGE SYMBOL OF ACCESSIBILITY e t #9 COTTAGE (FF=28.20) #12 3/8- GREEN BORDER 3E (FF=28.20) 1 1/2' GREEN LETTERING RSERVE L CO ACC EEESSIBI WHITE HITE BACKGROUND AND S1 3/8" MARGIN cz, TI 2.90 PROPOSED SIGNA ACCESSIBLE PARKING ONE WAY SIGN qq_ N.T.S. 1:3 S 41 10.0, 10.0, 10.0' S Q V4 't TYPICAL ACCESSIBLE PARKING DETAIL M :6 '01, T" ps PROPOSED SITE LEGEND:. N.T.S. LLJ DO NOT ENTER SIGNS Z PROPERTY LINE % S 1 COTTAGE COTTAGE #8 #5 1512 (FF=28.15) (FF=28.15) PROPOSED ADA HANDICAP V-4 0 1 ACCESSIBLE PARKING STALL 1,41 Coll P,.GV- S2' #19 20) S3, S3 (ff�29- si PROPOSED SIGN/TYPE ❑ S2 RESERVED 3 S1 '011 AGE y PARKING SEE SIGN PROPOSED STOP BAR FOR COTTAGE COTTAGE ACCESSIBLE #7 #6 PARKING DETAIL (FF-28.25) (FF=28.25) COTTAGE COTTAGE VAN #24 ACCESSIBLE#21 (FF-29.1 0) 2 Coll AGE S34 'S3 w NOTE: ALL SIGNS SHALL BE IN ACCORDANCE WITH uj r THE NEW$ m I r-_ o STEEL POST MANUAL OFYORK UNIFORMSTATE 0 COTTAGE COTTAGE CO JNGE n (2-X2-) TRAFFIC CONTROL DEVICES. z < #22 #23 (FF=29.20) (FF=29.20) Z EDGf7 OF WOLMS 0 � 1, , w CONCRETE BASE j ���� WaDVE-D 4' 04AINLINK FENCE 1,7r 0 m X Cf) NIF C 0 F '011 ACE ROADWAY'�UFF NIF N 4 0 020 100'f W 355,24 CL7UN7 ' #2 AY �-Il 2 n CHARL17TTE MILLER NIF 4-1 MARIO RJS11--D-SORID AND LISA A, ROSA SITE PLAN 3 SIGNAGE FOR STOP SIGN PLACEMENT DETAIL 0 SCALE: 1"=30' ACCESSIBLE N.T.S. u '01-T AGE 30 60 FeetFFi2 PARKING N.T.S. Cu > 2- 0 SIGN TEXT DATA TABLE ARROW 0 SIZE OF SIGN COLOR OF TYPE OF N.T.S.(WHITEJ 0) 0') CZ) CALCULATED TRIP GENERATIONS 0 SIGN DE-SIGNATION DESCRIPTION TEXT MUTCD NO. �f (L X H) 13KGRND, LEGEND MOUNTING 0 24 UNITS AFFORDABLE HOUSING CV AM = 23 TRIPS G.M. PM = 18 TRIPS can S1 STOP SIGN 570P 30"x3O" R1 -1 RED WHITE S.P. TAND. Z 1 STOP LINE (WHITE) -4 N.T.S. 4-1 0 S2 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) 75' R=40" - 6— 4---T Q) NO . [-,'..ECET\'I' ED ry NO PARKING ANY TIME PARKING S3 G.M. 4- 12"XII 8" R7-1 D WHITE RED AUG 2 2 20221 Cf) ANY S.P. 0 Lij TIME —S66-jjaja Tow n Planning Boardco CY �32-4- — 0 R=28" n u� 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 ONE WAY BLACK G M WHITE RIGHT TURNING ARROW DATE BY DESCRIPTION APPROV. BY 0 . . 0 54"X1 8" R6-1 R BLACK WHITE ( ) S.P. (ARROW) N.T.S. REVISIONS PROPOSED RPZ INSIDE a o TOWN OF SOUTHOLD ENC LOS HEAURETE SUFFOLK COUNTY, NY G. . D E 4u-) DO NOT ENTER 30"X30" R5-11 RED WHITE S.PM. u 0 S1 PECONIC COTTAGES '0 Al LIL. #9 #10 PROPOSED W 18 9,58 10 METER VAULT N 41 9 130r w 0 ;3 0 TRAFFIC AND SIGNAGE PLAN N -4- Q-) 3: CN Ejcr L. K. McLEAN ASSOCIATES, P.C. -0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C� Q) (50/ WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No UE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED CA RRL7L L A VEN MD/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS '4 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL P PO M ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: IVIF Date: AUGUST 2022 < DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C7 SECTION 7209-2). Approved By: RGD File No. 21039.000 10.0' DUMPSTER(S) TO BE EXPANSION JOINT 6" CONC. SLAB WITH WELDED ° J / (TYP.) WELDED WIRE MESH WIRE MESH, SEE PAVEMENT/ SUPPLIED BY OTHERS � d 4.. f .`. J.7T-_"4 SURFACE SCHEDULE ON SITE / "' • a ° 2„ x x x x x x x x 4 ROUND DEFORMED 1"0 ANCHOR PIN DETAIL SHEET ° 1 m 8 WHITE VINYL FENCE REBAR (3 REQUIRED) SLEEVE TYP.) J ENCLOSURE ° (SEE TYP. FENCE DETAIL) ,p 4„ -0 • J.. / d a•, I .. •.f SECTION A-A 3„ TYP. 1„ 15. r EXPANSION JOINT s e .. a� . a. j�°, •• (TYP.) CONTROL JOINT L10"-�1 0" 1'-9" 10" 1�-j1,_9n 5'MIN, VINYL 5"x5" POSTS Y° WITH STEEL a, SECTION ELEVATION CHANNEL (TYP.) N a J / d NOTE: tea' ' 12" HAUNCHED CONC. SLAB WITH ( A I INSTALL EACH WITH 2-#8 REBAR AT T #5 BARS ® 16" O.C. EACH WAY r'• 20'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#1 O CONCRETE WHEEL STOP DETAIL 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE 4" THICK x 34" 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 DETAIL 3 FLAT TOPCAP (TYP.) 6'-0" " N.T.S. ( ) (POST CENTERS) 1 6" 6" I- 34 VINYL TOP RAIL WITH SECTION STEEL CHANNEL (TYP.) PLAN NOTES: � " VINYL FILL 1. MATERIALS SHALL CONFORM TO ASTM 39" A48 CLASS 30B OR 358 PICKETS (TYP.) 2. LOAD RATING SHALL BE AASHTO & HS a� 20-44 HIGHWAY LOADING VINYL MIDDLE 3 3 " RAIL WITH a o a o a a o STEEL CHANNEL 8'-0" 240 HEAVY DUTY FRAME �� �� �� c'c' I 24' (TYP•) 6" ao ao ao 00 6" & OPEN GRATE COVER �� �� �� mac' ���--34 .-I 5"�'- SECTION 144" PLAN SECTION VINYL 5"x5" POSTS NOTES: WITH STEEL 1 PLAN CHANNEL (TYP.) ROOF LEADER 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR 39" -�49 "� �� 35B SPECIFICATIONS 5' 1. MATERIALS: CONFORMS TO ASTM 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY A48 CLASS 30B OR 35B LOADING TRANSITION SPECIFICATIONS 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLAND VINYL BOTTOM 2. LOAD RATING: FOR AASHTO & HS PRECAST OR APPROVED EQUAL. SCHEDULE 40 PVC CLEAN OUT RAIL WITH 20-44 HIGHWAY LOADING "T" BRANCH WITH PVC PLUG 5" 3. FRAME AND COVER AS STEEL CHANNEL 6" MANUFACTURED BY LONG ISLAND (TYP.) � SECTION PRECAST OR APPROVED EQUAL. 24"s� HEAVY DUTY FRAME & COVER 4" MIN. ADS DRAIN PIPE „ „ , - 1% MIN. PITCH GRADE 30 X 49 FLAT FRAME & GRATE DETAIL N.T.S. FINISHED GRADE r) N.T.S. I I (CONCRETE PAD 2" I AS SCHEDULED) s' i 3'-11" I �) 10"0 NORMAL; I 12" ® CORNERS w / CONCRETE I FOOTING (TYP.) ° CLEAN � � , n 8" ADS GRAVEL 0 5 -0 SLOPE ® 1% (TYP.) 6„ ROOF LEADER DOWNFALL DETAIL 8" THICK REINFORCED • CONCRETE TRAFFIC BEARING DRAINAGE NOTES 4- N.T.S. SLAB 24" DIAME-ER 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 TYPICAL 8 ' HT. WHITE VINYL U SURFACE AS PER CAST IRON FRAME (OFEN INLET R SO ID AS 2. ALL CONCRETE TO BE 4000PS1 ® 28 DAYS FENCE ENCLOSURE DETAIL PROPOSED SITE PLAN 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE PER DRAINAGE PLAN) BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE N.T.S. 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. u BRICK 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN SEE LEACHING BASIN DETAIL MULCH TOP SURFACE WITH 24" DIAMETER K2T 8 ADJUSTME AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE AND DRAINAGE PLANS 0) ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. 6" MAX. POND DEPTH THIN LAYER OF LEAF CAST IRON INLET GRATE & COMPOST OR SHREDDED FRAME BOLTED TO CHIMNEY 12 MIN WOOD (NOT WOOD CHIPS) PRECAST CONCRETE NO DIRECT PAYMENT WILL BE MADE „ 4_1 = t CAST IRON INLET FRAME & GRATE AS FINISHED GRADE _ ., - ----, 'r ' 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET 0 2t"MAX. CHIMNEY U MANUFACTURED BY LONG ISLAND _ as ' ' ' FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED SEED PRECAST OR APPROVED EQUAL - Vol BY THE ENGINEER. r>, `J; w•r.' o (SEE PLANTING PLAN) •�-OODO .,k ... f`!1`. w76W�...'` - 1 - �el��i'c:_ .•:� -- -- - - - - -- - 8'° 6. ALLOW FOUR off':,=ro 4 INCHES FOR FINAL ADJUSTMENT OF CASTING. / ASPHALT PAVEMENT ww '- _"�:~ �,��:••{'�•` - �. :•:.,r ors r`. «-:4 r, n•�.��. •%,';`:.,.:;'Gi'•"a-: '.-4:1:T...a s °•dn- ..nJa.i.4:,,. .,.4r... H.: .y. cn ao. °•� HDPE PIPE ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE :^. n , n a-o°.0., •yk: MIN. ?v:-,..y y-r:r y ,,a,:w :ur^r�.:j,"'• y. �`_`S1 1 2 MIN. 8 4 8 EFF. DEPTH A PER GRADING •`�� •' .°oo ( BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. `'` - --'` `''"`' '"` `"4` "``' �'` " DEPTH OF & DRAINAGE PLAN - �g°a9I' SEE PLAN a r.' :"" `� ``":` ' '' ":: 0 _ III - PB' 'U9 10'0 DEEP PRECAST FOR SIZE) $' PLANTING SOIL 00 00 - °$g 7. USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS o - 6X6 6&6 W.W.F - CONCRETE LEACHING UNLESS OTHERWISE NOTED. SCARIFIED O�OOOOOO _ SUBGRADE U 2'-6" - RING - EDGE WITH NATIVE GRASS Imo' L y C 0 0 Ca b (OR APPROVED (T�_ W D ao = 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING PLANTINGS (SEE PLANTING - "` =" ° DRAINAGE PIPE (MIN.) EQUAL REBAR) III- - C = " � 00000000 0 0 a 010 -- aeo�'�� -- DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE PLAN & DETAILS) U d �; op o° I-- GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND '^ �°� .M' } ° U Q Q Q Q Q Q Q CRUSHE b° 'o og" SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF I `} s IY 0 olo ___ STONE a -�_ TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926 SAFETY AND •$boos - HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT "- �o ( ) AUG 2 2 2022 1 +- 5" DIA. CPEP PIP ° - PAYMENT WILL BE MADE FOR THIS OPERATION. o00o0000 2' MIN. = o�• ° o� - -- - - - - -� W �(n co T~ g d6 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". TYPICAL RAIN GARDEN DETAIL $OL;'Lhold Town °°, ,o CLEAN SAND & Planning Board 00 „ I / ,_ „ „ GROUND °°°°gd�eb�agu ao GRAVEL FILL N.T.S. o ---5 -4 --{ 1 1 1 1,-6, 1 -11 WATER AS APPROVED REINFORCEMENT NOTES: BY THE E.I.0 1. STEEL REINFORCED ON LEACHING SECTIONS Q PLAN VIEW SECTION C-C 2' MIN. 10'-0"- 2'MIN. WELDED WIRE FABRIC 6"x12"#6x#8. (n NOTE 1: SEE NOTE 1 0 NOTES: CLEAN FILL MATERIAL IMPORTED LEACHING BASIN DETAIL DATE BY DESCRIPTION APPROV. BY 1. ALL CONCRETE TO BE 4,000 P.S.I. ® 28 DAYS PRECAST BOX AS FROM OFF SITE SHALL BE FREE OF 2. STEEL REINFORCING ON CONE SECTION 12-#2 MANUFACTURED BY LONG ISLAND PRECAST OR APPROVED EQUAL. ORGANIC MATERIAL & CLAY. VERT., 1-#3 TOP, 1-# BOTTOM. REVISIONS � 2. PROVIDE PIPE OPENINGS AS REQUIRED. N.T.S. c 0 3. MANHOLE TO SUPPORT AASHTO H-20 TRAFFIC LOADING. TOWN OF S 0 U T H 0 L D 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 0- OA 4' X4' CURB INLET- CATCH BASIN ,-�;o� Yo N.T.S. Q� ��� Gr °'�/ SITE DETAILS N L. K. McLEAN ASSOCIATES, P.C. Ll O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS AS NOTED Sheet NO. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS > -r� , Designed By: MF/CFD Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE WE. THE 4 PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND � Drawn By: M AUGUST 2 0 2 2 FU F Date: U Q / DESCRIBE DRAWING THE AND INDO OF I HE ALTERATION ONLTHE ///---��� SECTION 7209-2). Approved By: RGD File No. 21 039.000 GENERAL NOTES: 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 ENCLOSURE SHALL- NOTIFY THE ENGINEERING IMMEDIATELY IN WRITING. 2. THE RPZ DEVICE MUST BE A LEAD FREE MODEL. HEATED HOT BOX ENCL HUBBEL MODEL HCL S OR TESTCOCK 2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, 3. THE RPZ MUST HAVE USC FOUNDATION FOR CROSS CONNECTION CONTROL APPRCVED EQUAL FEBCO MODEL LF860 - HEATED HOT BOX ENCLOSURE 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 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 FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD SECURED PRIOR TO STARTING WORK. r-------------------- -- -------------� 0' 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. i i HINGE SIDE OF ENCLOSURE ACCEPTABLE INSIDE A BUILDING. IF SERVICE IS GREATER THAN 125' THAN RPZ/DCV IS i I 6. THE DESIGN PROFESSIONAL IS RESPONSIBLE FOR CHECKING THAT THE DEVICE IS FEBCO MODEL LF860 I I r----�- -W--------------------- ----------� REQUIRED TO BE INSTALLED IN AN OUTSIDE, HEATED ENCLOSURE. - i GFI i INSTALLED ACCORDING TO THE APPROVED PLANS AND SIGNING THE I I , 8 MIN. DIRECTION OF FLOW - CERTIFICATION RPZ DEVICE OR I i I CERTIFICATION STATEMENT ON FORM NYSDOH 1013. I I i I 4. A MINIMUM DISTANCE OF 10' IS REQUIRED FROM ALL UTILITY SERVICE LINES (EXISTING APPROVED EQUAL I I 3"0 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' i i 3.5 2.2' i ® ®® ; WITH SCREEN OBSTRUCTIONS, ETC. TO PROPOSED WATER SERVICES. YORK STATE CERTIFIED TESTER. I I III FI (TYP.EACH END) TRENCH NOTES, FREEZING. THE BACKFLOW PREVENTER DEVICE MUST NOT BE SUBJECT TO FLOODING OR GALV. ANCHOR BOLT AS FREEZING. PER MANUFACTURERS i 1809I 30 MIN. L_ _______ REQUIREMENTS I 18"MIN• I " 1. UTILITY TRENCHING IN AREAS OF EXISTING PAVEMENT SHALL BE SAWCUT ON 9• TEST COCKS SHALL BE POSITIONED TO FACILITATE TESTING I MIN. I 3 0 MIN. DRAIN PORT BOTH :SIDES OF THE TRENCH PRI❑R TO EXCAVATION. (30 MIN. � �CLEARANCE). WITH SCREEN " I I (TYP.EACH END) CLEARANCE 2. ALL 'TRENCHING REST❑RATI❑N WORK SHALL MATCH PROPOSED OR EXISTING PROPOSED GFI OUTLET (120V 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 CONCRETE SLAB ON DOWNSTREAM OF RPZ DEVICE. BY CONTRACTOR. CONTRACTOR TO OPEN 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 REST❑RATI❑N WITH FOUNDATION FOR CROSS CONNECTION CONTROL APPROVAL. INSTALL HEIGHT TRACING AND PIPE 6" THINK REINFORCED EACH UTILITY INSTALLATI❑N. INSULATION ALONG ALL EXPOSED r2�"rCOPPER EADED ROD ATTACHED TO CONCRETE SLAB ON 13. SUPPORTS SHALL BE PLACED WHERE THEY WILL NOT OBSTRUCT THE FUNCTION PIPE & RPZ DEVICE 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 DIL 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 VIEW.ELECTRIC TRANSFORMER, TREES, DR ANY LARGE ❑BSTRUCTI❑NS. 15. EXCLUDING THE WATER METER, ALL PIPING SHALL BE UN-BRANCHED AND N.T.S. INSTALLATI❑N OF SERVICES UNRESTRICTED FROM THE WATER MAIN TO THE BACK FLOW PREVENTION 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 INSTALLATI❑N 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 INSTALLATI❑N. 3. SERVICE LINE MEASUREMENTS FORM MUST BE COMPLETED AND SUBMITTED AT TIME OF INSPECTI❑N. 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 SERVICE DEPARTMENT, 19. BACK FLOW PREVENTION 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 ❑BSTRUCTION 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 INSTALLATI❑NS 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 WATERLIINE SPECIFICATI❑NS DEPARTMENT REGULATI❑NS, 1. FOR! PIPE OVER 2' - CEMENT MORTAR LINED DUCTILE IR❑N (CLDI) PRESSURE 22, LAYOUTS SHOWN ARE APPROXIMATE. ADJUSTMENTS MAY BE REQUIRED TO r------ --------------------- ------7 PIPE. SATISFY FIELD C❑NDITI❑NS, ALL ADJUSTMENTS SHALL BE SUBJECT TO I I 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. I I 3: 3. PLASTIC PIPE SPECIFICATIONSI 5'-4" MIN. I 6 3.1. PIPE MANUFACTURED AND DESIGNED FOR USE IN POTABLE WATER SYSTEMS 24, ALL MATERIALS SHALL BE NEW, NO USED MATERIALS SHALL BE �_ CAN BE INSTALLED FROM THE BUILDING TO WITHIN 15' FROM THE PROPERTY INCORPORATED INT❑ THE WORK, TO METER i 6 cF LINE. THE LAST 15' TO THE PROPERTY LINE MUST BE CLDI PIPE DR 'K' VAULT Q) SOFT COPPER TUBING. 25. PIPE AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH I I 3.2. PIPE SHALL BE CLASSIFIED TO WITHSTAND W❑RKING PRESSURE OF 200 MANUFACTURERS INSTRUCTIONS, AWWA MANUAL M23 AND THE REQUIREMENTS I ❑F THE SUFF❑LK COUNTY DEPARTMENT OF HEALTH SERVICES. P.S.I. (WITH BURSTING PRESSURE RATED AT LEAST TWICE THE WORKING I I N PRESSURE) 26, A C❑NTINU❑US AND UNIFORM BEDDING SHALL BE PROVIDED IN THE TRENCH FURNISH & INSTALL METER I j PROPOSED DRAIN HOLE n ry 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 C❑UPLINGS 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 INSPECTION PROCEDURES SUPPORT 28. ALL TEES, BENDS AND PLUGS SHALL BE PROVIDED WITH REACTION _j 1. CALL THE SCWA NEW SERVICE DEPARTMENT (631-218-1148) TO REQUEST AN BLOCKING ❑R TIE R❑DS T❑ PREVENT MOVEMENT d DEVICE � .INSPECTION WHEN YOUR WORK IS COMPLETED. (BEFORE 213OPM FOR FOLLOWING 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 ❑F AWWA STANDARD 4 C.L.D.I. 0 2. CONTRACTOR MUST HAVE A DESIGNATED REPRESENTATIVE PRESENT ON THE q-" C.L.D.I. PIPE DAY' OF INSPECTION. C600. E 3. IF REINSPECTI❑N IS NECESSARY, A $25.00 FEE MUST BE PAID PRI❑R TO THE 30. WATER MAINS SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA TO FACILITY REINSPECTION. STANDARD C-651-86 OR THE LATEST REVISI❑N. �I / 4. LEAVE THE TRENCH OPEN. DO NOT BACKFILL THE TRENCH UNTIL SCWA INSPECTOR HAS APPROVED THE SERVICE LINE. 31. BACTERIOLOGICAL ANALYSES OF WATER SAMPLES COLLECTED AFTER a D DISINFECTION ARE REQUIRED AT L❑CATIONS SPECIFIED BY THE SUFF❑LK _0 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 INSPECTI❑N FAILS, THE END OF BACTERIOLOGICAL SAMPLE IS REQUIRED FOR EVERY 1,000 LINEAR FEET OF » THE. SERVICE WILL BE PAINTED RED AND A REINSPECTI❑N FEE OF $25.00 WATER MAIN OR P❑RTI❑N THEREOF. 4 90 ELBOW (TYP.) 4" 90" ELBOW � WIL.L BE BILLED. 4 LINE VALVE U 32, AN OPEN DR CLOSED GEOTHERMAL SYSTEM IS NOT PROPOSED. - TYPICAL U) 6. PLEASE ALL ASE D❑ NOT CALL SCWA OFFICE UNTIL 4130 P.M. IF YOUR INSPECTION ER ES T 0 BE PAID BY METER BY S.C.W.A. ALL FEES 7. NO OTHER UTILITIES (E.G. GAS, ELECTRIC, CABLE TV, ETC.) SHALL BE BURIED CONTRACTOR TO BE PAID BY CONTRACTOR ELEVATION IN THE WATER SERVICE TRENCH. 0 METER SIB U AFTER ALL OF THE ABOVE HAS BEEN COMPLETED, CALL THE SCWA NEW SERVICE DEPARTMI=NT TO HAVE THE METER SET, DOMESTIC WATER SERVICE WZ RPZ DEVICE IN HEATED E N C L O S U R E Cn HEATED [-NCL❑SURE NOTES, N.T.S. a� 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 ACCORDANCE 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 4. THE RPZ DEVICE SHALL MAINTAIN AN 8" MINIMUM SETBACK FROM THE INTERIOR TO UNDISTURBED SOIL U) 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 III WHEN THE HEATED ENCLOSURE DOOR IS OPEN. TEST COCKS MUST BE v) POSITIONED ON THE 30" CLEAR SIDE TO FACILITATE TESTING. WATER MAIN _ e®-- 5. THE CONTRACTOR SHALL ENSURE THAT THERE IS ADEQUATE ELECTRICAL POWER ' a -- FOR THE REQUIRED HEAT TRACE TAPE AND/OR ENCLOSURE APPROVED HEATER. TYPICAL CURB STOP (VALVE) -""- - _-- (n SHOULD BE BROUGHT TO GRADE AUG 2 2 2022 6. GFI OUTLET REQUIRED WITHIN THE ENCLOSURE (18" MINIMUM ABOVE SLAB). CD 7. ENCLOSURE MUST HAVE SCREENED WEEP HOLES FOR DRAINAGE AND CANNOT WATER SERVICE sl--outa,ald gown Planning BE SUBJECT TO FLOODING. 9_ Board 0 8. THE RPZ DEVICE MUST BE ADEQUATELY SUPPORTED TO THE CONCRETE SLAB MINIMUM BURIAL 54" - (TO PREVENT LATERAL MOVEMENT). SUPPORTS MUST BE PLACED WHERE THEY D' D C] 13 N WILL IJOT OBSTRUCT THE FUNCTION OF THE RELIEF VALVE. o c •. D 9. ENCLOSURE MUST BE N.Y. DESIGNATION. D D o o DATE BY DESCRIPTION APPROV. BY Ln Q) 10. DIAPHRAGM OF FEBCO MODELS MUST BE ON OPEN SIDE OF ENCLOSURE. D o c o REVISIONS r? .0 D: 0 L TOWN OF SOUTHOLD TAPPING SLEEVE SUFFOLK COUNTY NY + PECONIC COTTAGES N N TYPICAL WATER SERVICE - LARGER THAN 2" - C Q) NTS �oFNEwyo • DOMESTIC WATER SERVICE Q eo G.air, � �, DETAILS a L. K. McLEAN ASSOCIATES, P.C. < ?` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 t1 � THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS' _- R� Designed B AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 4\ 9 v MF/CFD Scale; AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS ¢ \ UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 4 _� U /� /� M THE PROINEER. WHERE FESSIONAL ENNGNUEER MUST SIGN. SEAL.CH ALTERATIONS ARE DATE AND _ Drawn By: MF Date: AUGUST 2022 ( l , DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE lV_ Vl DRAWING AND/OR ISNE�OS7209 2TION (NYS M. LAW Approved By: RGD File No. 21 039.000 I N/F OSPRE Y DOMINION CO. �_ VINE TREL L Is �.___ VINE TRELLIS CCOUN T Y OF SUFFOL K DE VEL OPMEN T RI GH > VINE rREL Lrs __ _ S 38'045'10" E 478,731 _ _ _ _ _ _ oo— �+ cu 00 +o— oo + 00 +° ao e + oo +` �° o as + + as + oo ao oc °° f' __rLRUGRESS o + oo t o0 + oo t o0 + 00 + 00 + oo + °° t °° t °° + °° t as t � + as + LIGHTIN ti�Q� 00 too + oo too + 00 too + 00 too + D0 too + 00 +oa + 00 too + 00 tao + oo too + oo too + oo +°° + oo too + oo +a0 + 0o too + oo too t oo + oo + oo + oo + en + ao + 00 + r oo + oo t oo + oo t oa + ao + oc + o v CO + 00 + 00 + 00 + 00 + 0° too + 00 t00 + OC +00 + 00 + oo + 0 + oo + oo + O + oo + oo .4j) oo + oo + oc + oo + oo + 00 + °o + O oa + oo + oo + 00 + 00 + •� .q.. 00 + oo + �y C0 + oo + +°o + 00 +°° * oo +C0 + oo +00 , 7. DATE TYPE: t00 + 00 +00 * 00 0Po + 00 + 00 + oo + Q oo + oc + oo + n 00 + oo + 00 + oC + 00 + 00 + 00 + NAME' tea.»-,:� �>,*•r;sa- . 00 + 00 + 00 + 00 + 0 + 00 + a0 + 00, Oo too + 00 too t °° t00 + 00 too * U0 +° 00 490 + +oe t00 * ° —+00 too + 00 + oo + O oo + 00 00 oc + o0 00 �+ PRU)ECT: '?•,r'Q, �'`,"' .<:'4' 1 Co oo oo 01 oo + o0 oa + oo + ao + too O oo +p1 + 00 +co + ooy` 00 00 + t o0 00 + + 00 + t j'+ "�""p' /'�{� .::�,_,;•,.... .� .E:al,,»,:, :� a0 io0 + ° + oo +9 0 00 t° �©j�, o t°� oo t COTTAGE oo *00 COT TAG C. eo t �'-:,`••• * o o too t 490 to° + \.�• t°o + •/..t t° +? t°7 +0 o t t°o �.r OTTAG E t I V to a to° + Incandescent +90 00 '\ 0o I 00 + 00 90 t 00 Oa + 490 oo oo t fl �. 00 too 2 + o (FF=2$,25} (FF=2$.25} °° + ��, + �. t0, V + 89 as + °° t°° + t°° P5723 71 „ff . .. tao + �A cL �, oo O.,J oo + C oo + too - O +00 + I oo +90 o, + oo + t °0 tou r" 00 + �.. o t oo + cz ° t° O oc t .; ,a; °° + t°0 + �wr + +00 Brookside 0o too + 00 —2' ° oo + 00 + /r r n oe + A-1 oo + .t., a:Y a.. + 00 + 01 + 00 + 01 + Efi� •� ��y * A-15 °1 o + o o Get inspired with vintage undertones reminiscent of early 20th century o,o too + toz + oo too + 00 4 t I oo + o +oo +' o, +° * oo too + C0 too 801 too +' oz +12 00 too � +00 � train depots.This indoor-outdoor lantern isalurninum with atextured yVidth:12" Gilded Iron finish.One-Light 12"wall lantern 'too + 00 49 o, + oo + o, + o0 00 + g Height::12" /8" 0o too + o toz + too + + o tco + 00 + ' * ,pz0 +z * of t° 0o I + oo + o, + oo + o o + oo v o° + Inspired by vintage light fixtures found in early 20th century train stations. Depth:13-1/8" 1 ao + oo + + oo * oo + o, + 00 + 00 + 01 + 00 00 + 00 + O1 + 0- + 00 + o, + oo t oo + on t o t o, + o0 00 + oo + oo + oo + oo + oo + oo + °o + • H/CTR:6-7/8" 0 + oo + oo + co + oo + oo + on + t- + Aluminum atexture Gilded Iron miss. 49 I 00 +00 * oo too + oo + oa + oo + oo + COTTAGE 00 + oo + oo * oo +oo + oo +00 * +°° ° + oo +0° A °� �� t001 +°° • Double arm attachment orstability. 00 * oo t0° + oo +°° * oa +°° * oo +°° oo t 00 + 00 + Oo 1.9 00 + 00 + 0, + g ry 00 + 00 + oo + 00 + on + 4 + oz oo Category:Outdoor 00 + oo + + + o + COTTAGE oo + (FF 28.20a cc + 0o I+ oo + co .190 00 + c oo + + Finish:Gilded Iron(painted) + oo + 00 + 00 + oc + 00 00 + oo + oo + oo + + oo + ') 04 + oz oo !-(l•� 00 + oo + oc + °o + oo + 00 + oo + Construction:Aluminum Construction ° * 00 to° + oo t°0 + 00 t 0 + 00 +° * (FF-28.20) A 1 too +o + on +co +°o * to 00 +60 * oo too t oo to.o + oo +° * co +00 os + oo + �oe 00 +0° * 00 too + 00 too + 00 t00 + 00 t00 + 00 00 t00 + 00 too 1 t 00 too + °o too + oo too 49 oo + * 00 too + oo + toc o0 ' co + t oo + 00 + oo + 01 no no + +°I * 00 o too + oo too + oo +oo + oo +00 + oo toe + oo too + oo + oo + oo + co 00 + oo + 00 + o ioo t00 [^{pcE oo oo 00 00 00 oo too + oo +°0 ccllls oo +° * ao t90 + oo +oo + 00, n° + 00 t00 00 +°° too +00 + 00 + Co + 00 + DO +- OU + OC + 1 00 '� + o + oo + oo + oo + oo + oo + Wall mounted Pre wired Quantity. cCSAus Wet location fisted 00 00 + 00 + co + oo + oo + A + I 00 •s2'3'2Q'� co toc + oo too + oo +oo + too + co +00 + oo +oo + ° o o too + (� °° + 0 0 + o o + 0 0 o o + o 0 0° + Mounting strap for outlet box 6"of wire supplied One 100w max Medium Base 1 year warranty 00 +00 + 00 + Oo +0° + 00 +00 + °° too + 00 +°° + 00 tOC + 00 t00 + + 00 + 00 00 + 00 + UO + 00 + 0 + 00 + + oo + °° + co + oo + o0 0o included a OI too + 3 00 + 00 + 00 + 00 + n 00 + 00 1 + + oo * oo +oo + oo +00 * oo +°° * oo +oo + °° too + oc too + 120V E26baseceramicsocket f1� oo + A-21 0 + 00 + O oo + n° + 0 + 00 001 octagonal recessed outlet ICY— 00 + + oo + oa + 00 00 + t00 t °0 +A + o o + 0 9 + o + o o + o o + o o + octa al recessed outlet box T °o + o, oo + oo + oc + `!` oo 00 + 00 + I oo o° * oo o 00 oc + M 00 00 oo oo 00 +" oc L + oo o0 4,8125"1251d875"fit., •� oc + o, + oo + oo + co + 00 + 00 + t 4.8125"depth i ' 0 t 05 toi + U too + 00 too + ° too + 00 +°0 * 00 ,P0 + (0 +00 * �y o0 00 + 00 + 00 + oa + 00 t 1 00 �} oc + oo t oo + oo + oo + co + oo + � ' �Foo I t00 (, A1jE. A 2L°z too + oo +° + °° too '+ oo ° + n t ° too t 0 too t — - - - - - - - - - - - - - - - iq oo + oo + 00 + °0 + °° t oo + °o � oo t oo + oo + oo + oo t oo + o0 0 oo too + oo +00 * oo too + oo +°0 * °0 +oo + oo t00 * oo +°° — I +° * oo +oo + oo too + oo +00 * oc +° + oo +° + o° +oo + O � 00 rs29Q} oo + 00 + oo + 00 + 00 + o0 00 + q oo +00 o, +°° + oo too + oo too + 00 too + o too + oz too + oo too + + 02 + 00 + 00 1.9 00 + 03 + 0, 00 + ` Z +oo O O oo +oo oo too oo +00 oo o oo bo + * o too + ,y t°° t °° t°C 'F o° to° - -�• C l ton too 1,9 5 .+� + 0 0 +°o +°0 +11 �1 � 0 1 a° + oo +T °° t o° t COTTAGE t °o + COTTAGE o + c0 t0o ao too + oo +00 * oo +°° * oo too + oo V o° t°° * A 6 o too O+ CC J O t00 * 00 +°1 0 t00 + 00 t°° F 00 t00 + g} t02 F 01 y�j 00 + a 00 too * 00 +°0 * 00 too + 0 too + l3 A 9 00 + too + 00 t1 +°` j + o to, + oo too t oo + oo (FF'�2$.15} oo +oo + {}F•rr28.15} 01 + c0 + 00 +00 + 04 + 00 +01 °4 t00 +9 0 t00 * 00 1 t°° O + oo + oo + '^ o I too + A o20 to, + oo +oc + oo tcc + oo +J° o, +00 t oz +oo t oo +00 * W ' VL tco + oo too + ° ton + ao t'z + o, tn, + oo +oc + oo +00 C 04 +' p� 00 + 00 00 * 00 + 00 t 00 + I too + "� '� 5 +01 �d too + 00 +oU + 00 t00 + 02 4 + 02 +°0 + too + + 00 + 00 t 00 + 05 + 00 + 00 Z I oo �,�2c�•ZO) 37 —18p, O oo +00 00 +°° * 0c +°0 * * 00 +° * oo too 701 Millennium Blvd.Greenville,South Carolina 29607 wwwprogresslighting.com Rev.05/19 Z + 00 +02 00 +°IJ * 00 + 00 t 9 + 01 + 00 + o + oo + oz + ,n + ao + 00 © 0 * * oo +°'0 + Z 00 +00 + 00 +00 A—/ iP' ; A—� oo to0 +oo t oe to0 +oo + ap + 00 00 + oo t oo o, + �+• oo + o + �o + ea + o° + o 00 + 1 G oc + 00 49 00 oC O + 00 + 00 t0� too 40 * 00 too +°° CO't r1 + oo + 00 +00 + O oo too + 00 +°0 co too ton + 00 too +oo + e�t1/ oo + o° + 00 00 + `�t♦!�a + O COTTAGE + o° + 1 00 W I ,go too + #1) 20, too + oo +01 +00 + 00 to, to0 * oo +°° +° COTTAGE 00 COTTAGE oa +°° 1. oo +o + L13W too oo +00 0�"49 oo too + 00 too + o° too + + 00 + 00 + W 00 + 0C + O1 + 00 #7 #6 too + 00 too + 0 too r 1 00 + os + oz oo + ID O oc oo * 00 +, too +oo + oo too +00 °o 00 too t to0 + (FF=28.25} +°C O + (FF-26.25) too t00 + too +00 +00 + oo too °° +°o + +00 tas +°° * COTTAGE o COTTAGE °., A 1+'I °° +aa °° as + °° + 1 +° * oo to.o + oo +00 * #24 co + 00 + too +° + o0 t00 + 01 too Lighting Schedule 00 + oo + 21 0.1 + °0 1 0o too + oo too + ee 1 6 + 04 (F1"=29.10) c0 + oc + 0 + oo + I _ f'� O oo + 00 + oo + oo 1.9 oo + � +00 * oo too + 0° (FF-29.10} o 00 + * oo +°° * O oo +°° * * oc Symbol Label Quantity Manufacturer Catalog Number Description Lumens Per Lamp Total Lumens Wattage 00 too + 00 too + 03 + 4 ' C0 + c0 + 00 1rr AGf- 00 + + oz 0c +" 00 + oo + oo +co + 00 + 00 + 00 + oo + 00 + oo + 00 + C© A 24 PROGRESS P5723-813OK9 17"LED Outdoor Wall Lantern 751 18,024 17.1 o t oo t oo + oo t oo + 00 + oa t oa + C0 + oo + � 6 t oa + 00 too + 00 too + 00 i +° * 1 * 00 + 00 t 00 + 00 + OC + 00 + 2$ \ t oo + 1� I °o + oa t o4 + 01 + oa t oo + a1 + on ^, I j too t oo +°o too + oo too too + a�-14+02 + A-10 oa too + oo +°0 * oo too + oo V oo +00 `V ry oo + oo + 02 + 21 00 * 00 + oo + 0� t 1 , LLo + oo + oo + o, 00 + co + oo + os +` �0 00 +00 t00 t 00 +00 t00 + 00 + 00 + OU + oC + .09 00 + OC + UO 10 N + UO t Orl + 00 t rr � ' 00 too + 00 too + 00 +°0 00 00 t00 + 00 +00 + 00 + 15 * oo +00 * oo too t o0 + r y�r� oo t a0 + o t csA�Q. + C011 COTTAGE COTTAGE co 00 o° + Ilk o too + oo too + oo +° oo �/ * oo t°n + co too + 00 +00 3 #� �00 '� 00 t00 t00 + 00 t00 too t #Iy 1'y 00 + .g 2y� 00 t UO + 00 + 03 00 LLL t N 00 + 00 + 00 + +01 + �/�tg$� t �1 oo + 00 + 00 (FF=29.24} * oo for + 00 too + o + z 3 00 + oo + oo + (FF�29.2Q} o0 00 + oo + oo + oz + 3 o t'a oo + oo + 00 + 00 + oo + 00 + o, + ° + 00 +00 + 00 +°° 4 + 00 + C0 + 00 + 00 + 00 + + oo + 00 + o� + oo + p ° + Co + oo + 00 oc + __ oo__ �I 00 + o + to 0 EDGE �Fg WDGUS 490 +°° + 0 0 + c o + 0 0 + 0 0 + 0 0 + 00 + 00 + oa + oo + 00 + oo +00 _rYYY,ry-r 1 * oo +°� —� 00 FE.COgo + tno + oo +00 * oo +°o + oo + 1 + Wol J OP� * oo WGG19t.1J oo t K C o° * 1,7E oo = — o° + 00 + on + oc w 0 0 + o o FE• A. * 4' CHAINL I o 6' FENC o + x to o + ._ i� too + 00 490 + 0° too + r o +00 +00 + 0° too +°i * too I COUNTY OF SUFFOLK t°I t°° t 90 +a° + t°° °2 C M N/F N 40°20'00' W 355,24' J. o too + oo +°0 + A 2 'TT� too � I a o + 0 0 +° + e+29�� CHARLOTTE MILLER ��� MARIO ROSA—OSORIO t°° ° +°° t°° 40 t° * +°° tao +° +°' + ° t00 +00 lOa 0 AND L ISA A. ROSA ' 1 o o too +° +° * ° too +o o + ° Itoo + 00 too O * on too +\ v I I I too t00 '*0 + 00 too O+°f j+j(1�� 00 +00 +00 +00 _ _- too +° too + +° toot F"28.$Q} t°0 +0 0 +° * ^, o too + 1 00 `V tool +00 * 00 00 +0 00 +oo too + +o +00 00 + no +°o toa t t oe too +oc +oo oo + oo + 1 +0l too too * ce +° too too t oe +o +oo too 0 SITE PLAN � ' taa taa +ao + Cc +°° +°° taa t as t°a +°° O 40 00 + ,a r, r � I oo +00�` on too * oo too + 0 SCALE: 1 =30 4 00 \+ +° *a° + °° +° t°a 0 30 60 ry It00 +° �/ too ° * 00 to0 too + UFeet J too +°0 +°° t00 00 + r,0 too +aa +°° 00 * +o0 00 +� + �— 00 +00 too + Oo +00 +° * 00 too +oo �, I+ tco +oo too * oo +° too too + oo too +oo to 1 too too 00 +° + ao too + 1 1 I oc + no + 00 1 too too + 00 +00 too + 00 +00 +°o + z 1 �--' too toc +on +00 Oo * +° too too t°o 00 + +oo to0 tco too O I 00 + o0 U oo tan t p° too +00 °o too t°° 1* —�- 47 +oo +oo +o° t°n 00 t + n too too *°o ° t too +oa +oo +°° —^-----_ 1 I��. . ` _ UO OC + MI0 + U �00 400 * 00 +oo +00 + 00 +00 +00 11Y111 -- N oa t°a t°° t °° ,90 +°° I t °° AUG 2 2 2022 LL 1 t00 + 00 +0 + 0� 400 + -------"-_----- -4— 00 too + Oo +p0 + 00 +0° + i to �00 t o0 +00 *Oo + 00 ,90 00 Planning Board ' •�� SOUtr10 d �I OW�1 0 00 too too + 0 too too + 00 too +00 1 to + i00 too +00 4 00 00 tan +° too +a c0 + too +00 +00 too -t L_ I O °n too too +0° + oa too too +0° + oo too toc too Q * °° ton +°° ° t°° +° + °° +901 +°° 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD DATE BY DESCRIPTION APPROV. BY +lo * cc t°° too t oo +ao +00 + oa °o o too too +oo + 00 00 too +oo + �y0 t00 +oo +°° 00 0 00 + oo ti�1 ti oo + 0 1 t� +°° + °° ta0_ t° P� �° REVISIONS I— ' oo—� +°°�— �— __+— oa +o�Cn/tj•���1 too + oa +00 to +°° + °° +°° t°° °° * +�;& °° +°° + °° t°° TOWN 0 F S 0 U T H 0 L D [_ 00 + + 00 +° N + °° + tc0 too 490 °° +° +°° d t°° + °° +°° t°° +° -Y,-,� SUFFOLK COUNTY NY 00 + 00 +00 + 00 +00 + �0 Y [n UC +00 * 0 +° 00 tC0 + E �0 +° + °° t00 +° °° t00 +°° * rr o PECONIC COTTAGES 1"0) O ooQ�QOc toc + r1 oQ°(] +0-0, o + +°0 � PA #10*e + oo t +o0 40 LIL, #9 n O -- LIL. #il N 41#39° D"oo W a V J�58 + # 1 t t o too + 00 U J J J �Q��a0 ri. ��B/9'r/f" +°° to° i °° °° + t �� s� PROPOSED LIGHTING PLAN w N L. K. McLEAN ASSOCIATES, P.C. O EDGE aF PAVEMEN7 g 1f� G� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N (50' WIDE) THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed B AS NOTED Sheet No. CARRDL L A VENUE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS r m y 9 v M F CFD Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S PROFESSIONAL ENGINEER MUST SIGN, SEAL. DUNDER THE DIRECTION OF A UCENSED ATE ANAL ENGINND Y' DRAWING AND/OR IN ITE SPF TTICATIO ALTERATION O LAW WHERE SUCH ALTERATIONS ARE MADE.THE Drawn B MF Date: AUGUST 2022 LT 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Q SECTION 7209-2). Approved By: RGD File No. 21039.000 SEE DRAWING S2 FOR ENLARGED PLAN NIF SEE DRAWING S2 FOR ENLARGED PLAN OSPRE Y DOMINION CO, (COUNTY OF SUFF17LK DEVELOPMENT F4 77- 01-E— 4;W-73 A� `LP 5 0 kDW 28 FE5) FLO ell 5 a. P IN. IN. PT6 T3 0r 8 COTTAGE COTT�GE #10 6\ 4) r'�>je'r k DWI (FF-28.2 (FF=28.25) 7 00 0 N. E7 W) e T7 M . Q'I k DWI 0 GE -'COTTA #9 29 \_ If F128.20) COTTAGE W #12 x1*1 (FF=28.20) 121 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 28 26 011 AGt I '1 �t� � \ \ 1 'I V ( M 7.�{`d ,{,°'l.-� /� C;ata^ann / kDW PROJECT k DWI LOCATION, W W-1 J W k DWI W W1 I's F9- FS F i Cy— % ..0-./ 011 AGE Peconic Cy- #101 \ \ °' -— -- - - 10) —28— ODWII ff�7-9 PT4 V-1 28 (-28--/ 'ry-y-v 011\ Q O I \ COTTAJ STAGE f-,ob e.-,V,,,, W— W 28 1Z '01,Not ST4 Pak kLP31 DWI DIV14 Z P4) 2DM3 0 — I SEE DRAWING S2 F�R ENLARGED PLAN Colo �FE P 2) #�Zu 29 -FE3) (CLN7) COTTAGE cr #7 #6 kDW 10 1 1 ST2 5). (rF-28,25) 0 (FF=28.2 LOCATION MAP C COTTAGE #24 CP W) SCALE: 1 "=500' f21 (FF-29.10) SO— M2 CAGE 1 i W E n kLP I,qLEGEND: >\ 0 kD DW) COTTAGE COTTAGE Coll PROPERTY LINE PROPOSED TRANSFORMER #23 K7,3 #22 za's) a (FF-29.20) Ll U) (FF=20.20) k 10 PROPOSED CONTOUR LIGHT POLE U) EEGE OF kl[70DS' 1 .0 - - EXISTING CONTOUR UTILITY POLE J 27-_ UTILITY LIGHT POLE 1:1,4 1.7 T 0 TRAFFIC SIGNAL POLE SOIL BORING LOCATION X \ 2� Cp^C�AGE• � / � PROPOSED CONCRETE CURB 0 SANITARY MANHOLE —29— JF Nl�- N 40*20100-* W 355,24 COUNTY Of SUFFOL K C S GAS VALVE o PROPOSED 8" HDPE ROOF DRAINAGE PIPE SIGN CHARLD T TE MILLER NIF V) 4I \- MARID ROSA-0SORID PROPOSED 15" (PEP DRAINAGE PIPE CONIFEROUS TREE 0 u AND L ISA A. ROSA 0 DRAINAGE MANHOLE SEE DRAWING S3 FOR ENLARGED PLAN En PROPOSED CATCH BASIN 1-7 RECTANGULAR DRAIN INLET 0 kDW C, ROUND DRAIN INLET FEII) 0 0 C0TTP**GS -27 FIRE HYDRANT 7) DW PROPOSED 10'0 DRAINAGE LEACHING POOL > 14 WATER VALVE "10 kDW1 %J A M S T# CO o:o) PROPOSED I/A OWTS SEPTIC TANK W/ 0 WATER METER (D (D TELEPHONE MANHOLE 0-) LIP 1) 0 LLA \ l DECIDUOUS TREE 1 11 k DWI CN"l\ LP# (0 PROPOSED SANITARY LEACHING POOL 0 03 PT# PROPOSED PRETREATMENT TANK - - -------- co (D o eo s DW D M# PROPOSED DISTRIBUTION/SAMPLING MANHOLE -4- -4- 0 I 1/1� \ � 1 \ / � s— PROPOSED SANITARY PIPE TEST HOLE BY MCDONALD GEOSCIENCES W— PROPOSED 2" DOMESTIC WATER SERVICE ON 4-7-2022 \ 1 / FS PROPOSED 4" FIRE SUPPRESSION SERVICE R�7--CI-1\/ED 0 AUG 2 2 2022 26.5 -------- 'T- rr, 27. Brown silty loam OL —E— PROPOSED U.G. ELECTRIC Southold. 1-own Planning Board Cf) Drown and grayish brown silt Ml- C 0 51 u� 22.0 -------- 7/28/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/25/22 CFD 0 0 C DATE BY DESCRIPTION APPROV. BY 0 29 REVISIONS 0 TOWN OF SOUTHOLD W 4 SUFFOLK COUNTY, NY Yellowish b,ovin tine to mediurn sand SP E -cn A ' A 0 u Ln 0 PECONIC COTTAGES n 0 04 �NEWQy���. PROPOSED OVERALL SANITARY (D #9 LIPA PLAN %3 W—W—W 1 17 �___10.0 SITE PLANL. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SCALE: 1 "=,30' 'AGE COTTJ�GE r rc)"-- C� (HIGHEST EXPECTED GROUNDWATER EL 5.0) 0 30 60 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 55 Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Feet vF t-!ENT TIONS. UNLESS ITs Usk C- c9cr AND/OR THE ACCOMPANYING SPECIFICA UNDER THE DIRECTION OF A UCENSED PROFESSIONAL u� (50 ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE TEST HOLE WIDE) PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND 117 It. Drawn By: M IF Date: AUGUST 2022 < <� N.T.S. DESCR BE THE FULL EXTENT OF THE ALTERATION ON THE S1 18, DRAWING AND/OR IN THE SPECIRCATION (WS ED. LAW CARRL7LL A VENUE SECTION 7209-2). Approved By: RGD I File No. 21039.000 28 - - - - 9 1 10 — \ / DM MIN. _{O — ` FE6 DW 28 50 1 g' Q MIN. / I MIN. 5 p/ T6 O Z PT2 5 f" i� \ / MIN. IN. > y / \\ I I� COTTAGE 8'MIN I COTTAGE PT6 IN. O ✓ 10 1 \ CI FF M25 I 6 I / "� J �8 MIN. ( p CLW7 2g / 1 � °r'40, s�s�s�\ \ ✓ �/ \\ COTTAGE —� COTTAG� t / QJ ' N / 1 DW #11 ,��O / 5 ` r/ f\ <��� s \s (FF-28.25) {FF 28.25} 00 �'� J MIN. W u-D DW / \ 8'MIN. // o�q —1\ , / \s \` \ —D—v 10,.� _ r 5 , / a ro —5 J \ , - MIN. / C© MIN. �� �FE7 F 10 MIN. �O) DM2 � Tj. � � �� l W �p,CE 1 ?80 p 20'MIN.--_--�/ y 8'MIN. CO'1 A / o� \ g i FE2 MIN. 0 ; I X LP2 O J \ g• / s \ / � I / 5 -- MI p,GE u ) 1 s \s COTTAGE \ o�\� CO #9 EFF 28.20, I COTTAGE \ (FF=28.20) 2� I z 27 IA \ _ \ ENLARGED SAN ITARY SYSTEM #3 & #4 PLAN SCALE: 1 "=15' � 0 15 30 UFFOL K , \ , N,�N I �2� H �, — , �� Feet \ ¢CB -�5' COS#2 Pi 1 10'o a / N. c 29-- / v�HN. 8'MIN " 5'M�N 1 ) f J LP5 DM / <n O \ S r FE1 \ 10 \MIN ` DW /, ,gyp �• ,-IS. COS�AG� 2� O ' / \ c- - 1 / 5 MIN. � W � DW M1 o 5'M�N• ti �s � I � U / J LP1 ��p'M1N• / c r ? r� DWco DW ENLARGED SANITARY SYSTEM # 1 &#2 PLAN SUFFOLK COUNTY DEPARTMENT OF HEALTH SE>,--E RVICES U SCALE: 1 "=15' f / 0 15 30 — r— Feet Cf' LEGEND: ---- PROPERTY LINE PROPOSED TRANSFORMER U 10 PROPOSED CONTOUR 0--, LIGHT POLE SEWAGE DISPOSAL SYSTEM DESIGN - -1 1 .0 - - EXISTING CONTOUR '� UTILITY POLE UTILITY LIGHT POLE ALLOWABLE SITE SANITARY FLOW SOIL BORING LOCATION � V _ Q TRAFFIC SIGNAL POLE (POPULATION DENSITY EQUIVALENT) PROPOSED CONCRETE CURB 0 SANITARY MANHOLE GROUNDWATER MANAGEMENT ZONE: IV (600 GPD/ACRE) / \ USE 600 GPD/ACRE X 4.90 ACRES = 2,940 GPD AUG 2 2 2022 w GAS VALVE -Soutl�Ioid Town - —� PROPOSED 8 HDPE ROOF DRAINAGE PIPE - SIGN PROPOSED DESIGN FLOW ENLARGED SANITARY S Y S T E M #5 PLAN Planning Board CONIFEROUS TREE 24 PROPOSED 600 SF HOUSING UNITS SCALE: 1 "=15' r� PROPOSED DESIGN FLOW FOR 2 BUILDING SYSTEMS "'�'"� PROPOSED 15" CPEP DRAINAGE PIPE r JSYSTEMS 5 & 6) 0 15 30 cf) CB 0 DRAINAGE MANHOLE DESIGN SEWAGE FLOW RATE: 451-600 SF = 150 GPD/UNIT Feet O Im PROPOSED CATCH BASIN r RECTANGULAR DRAIN INLET TOTAL SITE DAILY FLOW: FLOW PER 2 BUILDINGS = 2 BLDG. X 150 GPD/UNIT = 300 GPD C, ROUND DRAIN INLET SEPTIC TANK 2 BUILDING SYSTEMS DATE BY DESCRIPTION APPROV. BY 0-) \DWG PROPOSED 10'0 DRAINAGE LEACHING POOL 'C FIRE HYDRANT 24 UNITS X 150 GPD/UNIT = 3,600 GPD REVISIONS O �i WATER VALVE PROPOSED DESIGN FLOW FOR 4 BUILLING SYSTEMS REQUIRED: 300 GPD � SYSTEMS 1. 2. 3. 4 & 7 PROVIDED: FujiClean CEN 5 I/A SEPTIC TANK = 500 GPD TOWN 0 F S O U T H O L D WATER METER � 1 j S T# Co PROPOSED I/A OWTS SEPTIC TANK W/ LEACHING POOL 2 BUILDINGS SYSTEMS OT TELEPHONE MANHOLE FLOW PER 4 BUILDINGS = 4 BLDG X 150 GPD/UNIT = 600 GPD SUFFOLK COUNTY NY REQUIRED: 300 GPD DECIDUOUS TREE SEPTIC TANK 4 BUILDING SYSTEMS / 1.5 GPD/SF = 200 SF � •°' LP# (\'�✓� PROPOSED SANITARY LEACHING POOL T 200 SF / 31.4 SF/LEACHING POOL = 6.37 VF P E C O N I C COTTAGES REQUIRED: (1) 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 / PT (� �1 PROPOSED PRETREATMENT TANK LEACHING POOL 4 BUILDING SYSTEMS Yp� a� # \ FUTURE EXPANSION 2 BUILDING SYSTEMS NE� ENLARGED SANITARY REQUIRED: 600 GPD / 1.5 GPD/SF = 400 SF REQUIRED: 501 OF LEACHING CAPACITY �- NITARY PLAN 1 400 SF / 31.4 SF/LEACHING POOL = 12.7 VF PROVIDED: (1) 10'm x 7.67' EFF. DEPTH CONCRETE LEACHING POOLS cal � D M# !� PROPOSED DISTRIBUTION/SAMPLING MANHOLE t p N PROVIDED: (1) 10'0 x 13.67' EFF. DEPTH LEACHING POOLS = 13.67 VF TOTAL DENSITY VS *ALLOWABLE DENSITY ���� ` W L. K. McLEAN ASSOCIATES, i .C. �." s PROPOSED SANITARY PIPE FUTURE EXPANSION 4 BUILDING SYSTEMS ACTUAL DENSITY 3,600 GPD a CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r w— PROPOSED 2" DOMESTIC WATER SERVICE ALLOWABLE SEWAGE DENSITY: 2,940 GPD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS c 98`� ' ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS AS NOTED Sheet No. REQUIRED: O' AND/ LEACHING CAPACITY OR THE ACCOMPANYING SPECIFICATIONS. UNLESS rrS Scale:+ -p ��' Designed By: MF�CFD S —�-- PROPOSED 4" FIRE SUPPRESSION SERVICE PROVIDED: ((1)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 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE Q Drawn By: MF Date: AUGUST 2022 PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND ('� ///��� / E PROPOSED U.G. ELECTRIC DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE / DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW L SECTION 7209-2). Approved By: RGD File No. 21 039.000 Cq'CZ ACE \�F 3 \ E LEGEND: PROPERTY LINE PROPOSED TRANSFORMER t DW ti / \ 10 PROPOSED CONTOUR M3 0-1 LIGHT POLE _ — —1 1 .0 — — EXISTING CONTOUR -0- UTILITY POLE UTILITY LIGHT POLE DW w w w SOIL BORING LOCATION a TRAFFIC SIGNAL POLE PROPOSED CONCRETE CURB a SANITARY MANHOLE w� / —D PROPOSED 8�� GAS VALVE HDPE ROOF DRAINAGE PIPE SIGN CONIFEROUS TREE � PROPOSED 15" CPEP DRAINAGE PIPE I to 0 DRAINAGE MANHOLE ® PROPOSED CATCH BASIN r7l RECTANGULAR DRAIN INLET ROUND DRAIN INLET DW� PROPOSED 10'0 DRAINAGE LEACHING POOL 'Gr FIRE HYDRANT / WATER VALVE IT PT4 - e WATER METER 6 ST# �o] �PROPOSED I�A OWTS SEPTIC TANK W� TELEPHONE MANHOLE 2 25 ,— — �0 / Zs i DECIDUOUS TREE 2j g 2g LP# (0 PROPOSED SANITARY LEACHING POOL C PT �� ,1 PROPOSED PRETREATMENT TANK # w w w w w w w f DM# (� PROPOSED DISTRIBUTION/SAMPLING MANHOLE i s PROPOSED SANITARY PIPE w'w�i \ �' /" \ W- PROPOSED 2" DOMESTIC WATER SERVICE C0�9G \S�4 o,`s / LP3 � —�-- PROPOSED 4" FIRE SUPPRESSION SERVICE t $7 Oa� `1 0 `\ E PROPOSED U.G. ELECTRIC 7 DM4 8, LP4 DM3 MAN• \ LL GC' FE \ '- 0 / M`N �0 ` FE3 LLJt 29 � DW L `p y/ COTTAGE ( COTTAGE #24 0 PT3 L 0 N I W DW n / COTTAGE Ci7TTAGE o ) I l S�� 23 #22 (14 FT 29.2 0) o EDGE- QF W711D 3 ENLARGED SANITARY SYSTEM # 6 & #7 PLAN Q, SCALE: 1 "=15' O 0 15 30 Feet C� co U O O SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES U O R.E I\QED co r - - - ------- w AUG 2 2 2022 I,I cn Southold Town oi Planning Board Q 0 DATE BY DESCRIPTION APPROV. BY 0 REVISIONS 0 TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NY E +l In PECONIC COTTAGES ��-°��"'���` ENLARGED SANITARY PLAN 2 N � �P Q�p G.D�'�/4 .f- N * ; : L. K. McLEAN ASSOCIATES, P.C. ^ -0 1."� 1- CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSANY PERSON AND/OR THE ACCOMPANYING SN ALTERING ANY ONSTHE DR S IR S *° ON o Designed By: MF/CFD scale: AS NOTED sheet No. E Drawn By: MF Date: AUGUST 2022 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL P � ENGINEER. IE, THE OFES ONALERE SUCH ENG VEER MUST SEAL,ARE DATE AND -�--�*' Q / DESCRIBE'ME FULL DRAWING AND/OR IN THE SPECIFICATION OF THE ALTE(ANYSNED. LAWE S 3 Cn SECTION 7209-2). Approved By: RGD File No. 21039.000 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 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 SCDHS & MANUFACTURERS REQUIREMENTS. 24"0 (2" MIN.) HDPE VENT W/ CHARCOAL FILTER 18" MIN. 2'-6 MAX. ABOVE GRADE. 36" MIN. FROM ANY WINDOW OR DOOR. E A E A A A A - -E E FRESH AIR INTAKE PIPE W/ SCREEN 2.5'MAX. 2'MAX. CHIMNEY SEE SITE PLAN FOR CLEANOUT & EXTERIOR DECK PLATE F.F. ELEVATION FLUSH WITH GRADE 8" [-24 0 24" 8" TRAFFIC BEARING ' . PROPOSED U.G. ELECTRIC 12" SLAB _ _ _ _ _ _ _ _ _ � PROPOSED 4 A A A A A A A A 1 1-81� SDR35 PVC E e-E E PIPE " PER • .° v v v v v v PROPOSED 4" SDR35 PVC PIPE 18" FOOT MIN. TO J" PER FOOT MIN. FROM 5,_0„ PROPOSED 4 PROPOSED 4" DISTRIBUTION PRETREATMENT TANK & PER 8" SDR35 PVC SDR35 PVC PIPE LEACHING FOOT FROM GREASE TRAP 4'-O" PIPE ® J" © J" PER FOOT POOL MIN. 4" DIA. (EFF. DEPTH) PER FOOT MIN. FROM 'N SDR 35 PVC PIPE MIN. TO PRETREATMENTPRETREATMENT CAST IRON PIPE TO TIE PITCHED MIN. 1/4" TANK a INTO EXISTING PIPE THAT PER 1' 4,p LEACHING EXISTS THE EXISTING POOL FOUNDATION WALL 6„ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES INVERT TO BE 2' BELOW FINISHED FLOOR I- 10'w - PROPOSED FOUNDATION I A OWTS FUJI CLEAN CEN5/CEN7 PRETREATMENT TANK N.T.S. v G HEAVY DUTY & LOCKING CAST IRON SCUMBAFFL B CHAMBER Volume(gal) BUILDING CONNECTION COVER TO GRADE. 7 '-2g3-g" 7 Q Sedimentation Chamber 397 2'-11-" 8" -1" (2) Anaerobic Filtration Chamber 396 CLEAN 0 U T W Aerobic Contact Filtration Chamber 181 ECIRCULATION 4 Clarification Chamber 90 SANITARY SYSTEM ELEVATIONS O AIR LIFT PUMP 5 Disinfection Chamber 6 SINFECTION Total Volume 1069 2'-0" MAX. 2'-6" MAX' $" THICK TRAFFIC CYLINDER(OPTIONAL) _ 4"INLET PIP 4"OUTLET PIPE SPECIFICATIONS BOTTOM OF BEARING SLAB STRUCTURE RIM INVERT INVERT Iq� 4 !A Anaerobic Media PP/PE STRUCTURE 4'-8-4Board Type Aerobic Media PVC/PP/PE NUMBER ELEVATION (IN) (OUT) © Aerobic Media PP/PE ELEVATION Blower 3.5cfm FFLUENT Tank FRP P T 1 28.25 26.24 25 . 74 21 .24 MIN. 4" DIA. INLET BAFFL © AIR LIFT PUMP Piping PVC/PP/PE PT2 28 .27 2. 5.77 25 .27 20.77 SDR 35 PVC PIPE 0 Q3 Access Covers Plastic/Cast Iron 1 PITCHED MIN. Disinfectant(Optional) Chlorine Tablets P T 3 28 .62 26.94 26 .44 21 .94 1/8" PER 1' HEAVY DUTY, WATERTIGHT, TRAFFIC BEARING AND LOCKING FRAME END CAP TYPE LOW BAFFLE P T 4 28 .80 26.94 26.44 21 .94 COVER TO GRADE TOP OF && LEVELING DEVICE (CLEANING OPENING) B 3/4"AIR INTAKE P T 5 29 .40 27.70 27.20 22 .70 RECIRCULATION PIP FLOW OPENING(TYP PLAN VIEW PT6 28 .60 26.90 26.40 2. 1 .90 PT7 28. 10 25.60 25. 10 20 .60 ,-DISINFECTION 24"ACCESS COVER S T 1 28 . 10 25.22 25.05 20 . 13 18"ACCESS COVER 18"ACCESS COVER 24"ACCESS COVER CYLINDER(OPTIONAL) (TYP) (TYP) (TYP) S T 2 28.35 25.07 24 .90 19 .98 LOW OPENING MIN. 4" DIA. g" X ST3 28 .80 25.44 25 .27 20 .35 � � SDR 35 PVC PIPE 4' AX 113" & -0 PITCHED MIN. - MIN. 4" DIA. 14H 4 1/8" PER 1' SDR 35 PVC PIPE 4 1 1 CARD TYPE4 28 .90 25.41 25 .24 20 .32 5" OUTLET INV�RT PITCHED MINA N "' w CONTACT MEDIA ST5 29.40 27.04 26 .87 22 .61 4- 1/s" PER 1 ST6 28.50 26.24 26 .07 21 .81 (D 2" MIN. ST7 27.90 24.85 24.68 19 .76 05 ECIRCULATION a 03" 01 DM 2.8 . 10 24.99 24.82 23.98 4 0 4 Q AIR LIFT PUMP 6'- 6-�„ DM2 28 .40 24.80 24.63 23.79 o 4 0, ( 13.67 (4 BEDROOM SYSTEMS) 5'-1' 4'-11" 4'-11" D M 3 2 8 .7 0 25. 17 2 5 .0 0 24 . 16 A4.67' (2 BEDROOM SYTEMS) V (EFF. DEPTH) O 3 DM4 28.70 25. 1 /1 24.97 24 . 13 0 AEROBIC MEDIA D M 5 2 9 .3 0 2 6.7 7 2 6.6 0 2 5 .7 6 DISTRUBUTIONZSAM LING MANHOLE z AERATION ASSEMBLY DM6 28.40 25.97 25.80 24 .96 o DM7 27.80 24 .58 24.41 23 .57 LP1 28 . 10 24.68 24. 18 10 .51 3.0' I SECTION A-A VIEW SECTION B-B VIEW L P 2 2 7.9 5 2 4.4 9 2 3 .9 9 1 0.3 2 C (MIN.) LP3 28.20 24 .79 2.4.29 10.62 3 fly: COLLAR PROPOSED I/A O.W.T.S. FUJI CLEAN CEN 7 700 GALLON L P 4 2 8.2 0 2 4.7 5 2 4 .2 5 1 0.5 8 (MfN.). • N.T.S. 2 5 9 LP5 29.20 26.40 0 19 .23 � ll �� ' COLLAR �.,. - LP 28.40 25.60 25. 10 1 8 .4 3 1. CHAMBER volume(gal) L P 7 1 2 7.6 0 1 24 .21 23.71 1 0.0 4 > SCUM BAFFL B 1 Sedimentation Chamber 277 6"MIN. PENETRATION 3„ '"-MIN.*.ABOVE HIGHEST 1„ ¢ 1 , _ 3, Anaerobic Filtration Chamber 278 :) INTO :A VIRGIN:: 2-10- 2-7- 0- EXPECTED G OUNDWPTER 4 4 O Aerobic Contact Filtration Chamber 127 a� I: '-:.STRATA'OF SAND. :.:. ECIRCULATION ® Clanfication Chamber 63 o' GRAVEL:._ AIR LIFT PUMP 0 Disinfection Chamber 4 II ,-DISINFECTION L ^.. JTotal Volume 749 O HIGHEST EXPECTED WATER ELEV.=5.00' CYLINDER(OPTIONAL) U 4"INLET PIP. "OUTLET PIPE BACKFILL MATERIAL SPECIFICATIONS A 4 A Anaerobic Media PP/PE j CLEAN SAND AND 4_� ! In GRAVEL 4 Board Type Aerobic Media PVC/PP/PE N Aerobic Media PP/PE Blower 2.8 cfm © INLET BAFFL FFLUENT AIR LIFT PUMP Tank FIR -a-- TYPICAL LEACHING POOL Piping PVC/PP/PE U 22© Access Covers Plastic/Cast Iron N.T.S. Disinfectant(Optional) Chlorine Tablets L-FLOW BAFFLE J 3/4"AIR INTAKE U RECI FLOW OPENING(TYP- (CLEANING OPENING) B (D 1\/ � REC AUG 2 2 2022 PLAN VIEW _t__. 24"ACCESS COVER ' "_' 18"ACCECf) SS COVER 18"ACCESS COVER 24"ACCESS COVER ISINFECTION � (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) w LOW OPENING _- ---------- --- � 1 � Southold Town "1 Planning Board CARD TYPE o ) CONTACT MEDIA QIll ir 0 05 DATE BY DESCRIPTION APPROV. BY o ® REVISIONS � 5'-s" � Q ® 5'-5" ECIRCULATION TOWN O F S O U T H O L D AIR LIFT PUMP _0 4 48 4- 4'-28° SUFFOLK COUNTY NY N 0 U AEROBIC MEDIA PECONIC COTTAGES 0_ . . .. Ulu I I AERATION ASSEMBLY �. F NEW y ' of A SECTION A-A VIEW SECTION B-B VIEW ,`Q��o o G.DI 0' SANITARY DETAILS N � L. K. McLEAN ASSOCIATES P.C. O PROPOSED I/A O.W.T.S. FUJI LEAN CEN 5 500 GALLON CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW Or THE STATE OF NEW PORK PROHIBITS 5.6985 Sheet No. N ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Desi ned 9 By MF�CFD Scale: AS NOTED r- AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 0 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL F�PROFES`����@ 0) PPRROOINIONWAHLEENNGIIN� MuUS'TASIGN, SEAL, DS ARE ATE AND _.-_- Drawn By: MF Date: AUGUST 2022 � /� Q DRAWING AND/OR IN THE U) DESCRBE THE FULL SP CIFICATIONOF THE N(NYS M TION ONLAWE `-1- SECTION 72139-2). Approved By: RGD File No. 21039.000 6 5 4 3 2 1 Specifications Model MAC60RII MAC80RII MAC10OR11 6 3/8' Air Flow Volume CFM --2_1-- --2_8 — --3_5 — ( 161 ) L/min 60 80 100 Normal Pressure PSI --2_2 — 2.- — --2_6 — kPa 15 15 18 D O 0 Rated Voltage V AC120 D O Frequency Hz 60 Power Consumption W 37 51 74 Weight lbs. APProx. 11 APProx. 11 APProx. 11 kg _A_P rox.5 APProx.5 Apprax.5 Outlet Pipe Diameter Inch 3/4" �C\j —— — — —— Power Cord Length Inch 6'2' UL file number E341420 Country of origin Japan Installation / Operation & Maintenance Notes: c — Install blower on leveled solid base. Ensure adequate ventilation O and protect against direct sunlight. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES — 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 1 1/4' — Please make sure to follow the Instruction manual. CONTROLLER/ALARM (33) (FASTEN TO BUILDING) CAPPED OR PLUGGED SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE B \�b) B ELECTRICAL & CONTROL TO BLOWER FINISHED CONTROL WIRING TO OWTS GRADE ADJUST TO GRADE WITH N.J. SHALE N HARDWIREDIT 0 oBLO0NTR0 WER TO PANEL BE '''' ,• - '!+ RED BRICK & MORTAR (MIN. OF TWO TO s '' COURSES & MAX. OF 15 ) ELECTRICAL z - SUPPLY COMPRESSED AIR LINE TO OWTS 6" LAYER OF STONE MAINTAIN MIN. 6" SEPARATION I i I ti w M I GFI RECEPTACLE II �j BETWEEN BRICKWORK AND STRUCTURE MOUNTED ON 4 3/8 BUILDING INSULATED BLOWER ENCLOSURE SEE " I 1 1 4' I i-E4 3/8" PROFILES 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 APPROVALDATE 05-10-2017 GRADE ° ° ° 4"X4"X4" 60' WYE BRANCH MAC6CRY/8ORII/100R1 SIZE A3 SCALE 2:5 WGNO F u!' C D T 10009Z 1-H4 6 5 4 3 2 1 FKi-0084-11 FLOW ¢• piA ¢• FLOW SDR-35 SDR-35 CONTROL PANEL & BLOWER DETAIL N.T.S. TYPICAL BUILDING CONNECTION CLEAN OUT DETAIL N.T.S. (D 0 L 0 L:\ A \/ A 4 - 7 _ INDOORS I OUTDOORS O Y / I CONTROL PANEL IN NEMA POWER OWTS CONTROL PANEL A 4X ENCLOSURE 0 ` A � PANEL I GROUND � 1 LUG N 4 2 3 7 5 6 G NO FIELD \� U ONE 20A, 1—POLE CIRCUIT I CONNECTION BREAKER IN EXISTING PANELALL S 2DA � I BE NSTALLEIDGINSHDELSCHEDULE i I I 80 PVC CONDUIT & SIZED AS REQUIRED. U I AIR COMPR. �y \"f Cn FINISHED GRADE I 0 I 1.724 0 4- 4- o 0. 05.763 7.078 U ON—SITE WASTEWATER .019.918 j TREATMENT SYSTEM M 7 PUMP ALARM EFFLUENT FLOAT FLOAT PUMP SWITCH SWITCH - 1.751 - SECTION A—A 4- LOWTS SINGLE LINE DIAGRAM 023.91 � PROPOSED TUF-TITE 20" SAFETY LID [.-05.76 9.078 1 w N.T.S. SECTION A—A . N .T.S AEG 2 2 ZQ22 III S. Southold -i own Planning Board O Cn PROPOSED TUF-TITE 24" SAFETY LID 00 N .'�—. S DATE BY DESCRIPTION APPROV. BY REVISIONS 0 TOWN OF SOUTHOLD 0 i SUFFOLK COUNTY NY 0 U 0U PECONIC COTTAGES LO 1v n •o L 0 n W rod. SANITARY ELECTRICAL DETAILS L. K. McLEAN ASSOCIATES, P.C. ON CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW PORK PROHIBITS kj�a Designed y MF/CFD Scale: AS NOTED Sheet No. � � ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS + gned B ONS. UNLESS (� �ENGIN ER. RE SUCH ALTERD/OR THE ACCOMPANYING ATIONS 6N nS RE DATE AND ITS p M UNDER THE DIRECTION OF A LICENSED PROFESSIONAL J•_ �r1�T' ���Ly ''. /� MUS ENGINEER. WHERE SUCH ALTERATIONS ARE MADE THE PROFE �_Wr Drawn By: MF Date: AUGUST 2022 f.� DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE J Q / DRAWING AND/OR IN THE NS7209-2)TION (NYS ED. LAW Approved pproved By: RGD File No. 21 039.000 /V/r PLANTING NOTES: FERTILIZER/PEST MANAGEMENT NOTES: 0EPPE-Y MVINIGN C13, 1. PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES ARE REQUIRED. (C_,r1Ut,%7Y EY "AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED _ D EVF_1_L7P1.,L�-/VT - --479 BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES ON-SITE ARE 9_5_jv_k= S 38*45110" E 478,73' PROHIBITED. 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN APPROVED 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS (WETLANDS, STORM -5_7?5 FD d t UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. WATER CONTROLS, PONDING) IS PROHIBITED. 5 VdBBF--�,, 1 AB ww w www w C0�2www`t 3w w.w,, a, wwy,'w.,4-,.w,,,K, !A F1 CcA� ..... vCB 5 BB 15 VdBB 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES AND n5 CcA 1, -k * 4, 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS ENCOURAGED. . & + . 0 F2 IgS 0 B - '4, SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. 5. FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN DETERMINED TO BE o6 * ,12 S 5' cP 6 FxC 14, 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, MATERIALS NECESSARY BY SOIL TEST, AND ONLY IN THE SMALLEST AMOUNT NECESSARY. qP 4 0% 41 * AND SURFACES NOT PLANTED. 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A LOW-NITROGEN NUTRIENT + E2::1gg!Sj7 12 laS RATIO AND HIGH PERCENTAGE OF WATER-INSOLUBLE NITROGEN (WIN), 50 41 g$] 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF MOLD) PERCENT MINIMUM IS PERMITTED TO BE USED. THIS PRACTICE WILL ALLOW FOR 5 m 0 COTTAGE 1 q, WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE 5 SLOW RELEASE OF NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY �gs PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO e�lb 4 VI IN SOIL TEMPERATURES ABOVE 55* F, AND WILL PREVENT NITROGEN LEACHING. C*) 1 (FF=28.25) INCREASE ITS WATER-HOLDING CAPACITY. 41 2 KI 90 41 41 q, Lu/ - 1* 1 4 0* 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ANY ONE 41 .4, + 0, AI w 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL -41 41 3 Am 5' O°0, PLANTED MATERIAL. APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER .1� 7 Am 2 KI 1,000 SQUARE FEET PER YEAR IS PERMITTED. 12 IgS 4 KI 19 Inc, A f, 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED BY + Ig 7 Am 2 KI 11 0 0 4, 4— THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS PROHIBITED * 4, 3 x 8 FxC 4- 12 IgS L_Ex_Cj__// ;; I * SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN w 4. 4 — 41 REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER LABELS HAVE THREE BOLD 1 AgAB 5 Cm 1 CcA COTTAGE NUMBERS. THE NUMBER IN THE MIDDLE IS THE PERCENTAGE OF PHOSPHORUS r:Lr_ #9 41 q. 4 VdBB 4;A;y� -114 AVII 5 Cm 5 VdBB 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 + w 7 IgC COTTAGF.,_6' (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 7 Am 4 AV #12 PLANNING BOARD. MAY ONLY BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST 1 CAA + (FF=28.20) r-41­06C I 5 VdBB an + . 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE INDICATES IT IS NECESSARY. ICU 7 4 AV 1c,I I 6 IgC OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED 1712 IgS 12 IgS 5 Hh 1 AgAl3 FROM THE CENTER OF THE TREE. F5 v 011 AGV_ '4 V., SR w q, z ' w ww ww w w w C #� 0 w v' w 18'w v w ° ":°<•= :'r:> a`°':,',µa';`` '«"`"h"':f ' °' " w �; 1 A AB a' w 17 w 9. STREET TREE PLANTING ALONG FRONT RIGHT-OF-WAY (R.O.W.) + , www ww,\° I/�aw•w w�ww�w w1 wwww 4 A 41 9 SHALL FOLLOW THE TOWN OF SOUTHOLD LANDSCAPE CODE 161-44 Av 1 AgAB 1 CcA 9. CZ:11 1 A)AB 15 VdBB 2)_ A THRU K. AS DETAILED AND SPECIFIED. 4q- 5 VdBB IBB 1 CcA C 4, q, 8 1 JBB 5 VdBB ,=. . . E7 FxC jv v 10. PARKING AREAS SHALL HAVE A MINIMUM OF A 4' WIDE LANDSCAPED CIA AREA AROUND THE PERIMETER. Cm r P L A N T M A T E R I A L L I S T 5 Cm Igs 2 KI 5 AV 4 AV 30 + SYMBOL KEY IQUANT. BOTANICAL NAME 2 KI 4 KI COMMONNAME SIZE & TYPE SPACING NOTES 14 IgC + A001 CO 5 Am + AgAB 20 AMELANCHIER AUTUMN BRILLANCE 2'9-2.5� AS DECIDUOUS 5 Hh 4 KII 3 11 41 5 FxC (D GRANDIFLORA x AUTUMN SERVICEBERRY CAL. SHOWN SMALL TREE 118 19C�� �F;�49-20) I — 41 SEED MIX NO. 1 RAIN GARDEN ZSTORMWATER RETENTION AREA: BRILLANCE ._ 0 44 5 Hh (NATIVE FACULTATIVE WETLAND & UPLAND SPECIES FOR BIODIVERSITY) Z— 18 CERCIS CANADENSIS 2"-2.5's DECIDUOUS -T -----F2 KI CcA WHITEBUD REDBUD AS -41 w - ­­, I — (WHERE NO MOWING IS ANTICIPATED) (D 'ALBA' CAL. SHOWN SMALL TREE C.-) 10 Igs b AV Co. COTTAGE �i 0 12 19S 2 KI 4, #8 #5 - SCHIZACHYRIUM SCOPARIUM - LITTLE BLUESTEM 4 Am 2 1 5 Cm 4, (FF=28.15) 4 KI (FF=28.15) 5.00 LBS. JV 390 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8'. #5 10' O.0 TALL 3.00 LBS. - CHASMANTHIUM LATIFOLIUM - RIVER OATS CONTAINER 1 CcA 2.00 LBS. - ELYMUS RIPARIUS - RIVERBANK WILDRYE 00 C;011 P.GV- 4 KI 1 CCAI 4�_ 41 HEDGE 4 2.00 LBS. - ECHINACEA PURPUREA - PURPLE CONEFLOWER 3' O.C. FRUITING 5 V 2u) 77� 4 * 110 Jv CF Am 95 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 41 w w -11 �_� --YE7KI ­ w 12 IgS -4 2.00 LBS. - CAREX SQUARROSA SQUARROSE SEDGE CONTAINER SHRUB 40 1,9' 17 IgC IV 41 1k 1� 2.00 LBS. - CAREX VULPINOIDES FOX SEDGE [:3 12 IgS 4 4, + ", q, 2.00 LBS. - LIATRIS SPICATA - MARSH DENSE BLAZING STAR W, 011 P,.G'C- 4, 41 w 4, q, 1 CcA " -& 1 6 Fx 12 IgS 4, 0 4" 2.00 LBS. - RUDBECKIA HIRTA - BLACKEYE SUSAN C�3� FXC 103 FORSYTHIA x FORSYTHIA GOLD #3 3' O.C. FLOWERING 3 19C 17-2 5 VdBB I 'COURTASOL CONTAINER LOW SHRUB 41w #7-u 10 Wz 06 2.00 LBS. - SENNA HEBECARPA - WILD SIENNA TIDE F7 FxC 4, j, + 4, 4, COTTAGE gs 4 4 Fx � COTTAGE 4'1 12 1 w 2.00 LBS. - COREOPSIS LANCEOLATA - LANCELEAF COREOPSIS #7 7T 41 41 5' O.C. FRUITING 2 KI .41 (FF=28.25) 0 (FF-28.25) 4, 4. 2.00 LBS. - ANDROPOGON GERARDII BIG BLUESTEM VdBB 190 VIBURNUM DENTATUM BLUE BLAZE #5 12 IgS COTTAGE COTTAGE �k .41 i V w 1 .00 LBS. - ASCLEPIAS INCARNATE SWAMP MILKWEED 'BLUE BLAZE' ARROWWOOD CONTAINER SHRUB --Ego #24 le 4, 1 .00 LBS. - ASTER NOVAE-ANGLIAE NEW ENGLAND ASTER IgC 156 ILEX GLABRA 'COMPACTA' COMPACT INKBERRY #5 5' O.C. NATIVE f2l 0 (FF=29.1 0 w 557' 1 .00 LBS. - BAPTISIA AUSTRALIS - BLUE FALSE INDIGO CONTAINER FLOWERING IV w *0 12 IgS OR ALT. KALMIA OR ALT. MOUNTAIN A8 A D 0 ( + I& I& - 1+ "1 q + w -rj AG 1 .00 LBS. - EUPOTRIUM COELESTINUM - MISTIFLOWER LATIFOLIA LAUREL EVERGREEN E2- COJJ AVG - 1 .00 LBS. - MONARDA MEDIA - PURPLE BERGAMOT IgS 558 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT 41 q, 4, 12 IgS 10 Igs 1.00 LBS. - TRANDESCANTIA OHIENSIS - OHIO SPIDERWORT HT., B&B EVERGREEN 12 IgS LjF_CC_A_­I Am 1 .00 LBS. - VERBENS HASTATE - BLUE VERVAIN C h P 22 CEPHALOTAXUS YEWTOPIA (COMPACT 6 Am #3 3' O.C. COMPACT 15 VdBB 1 .00 LBS. - ZIZA AUREA - GOLDEN ALEXANDERS HARRINGTONIA PLANIA CONTAINER EVERGREEN C + r--%.,l JAPANESE PLUM YEW, 0 4, "AaA' 1.00 LBS. - AGROSTIS PERENNANS - AUTUMN BENTGRASS OR ALT. TAXUS X MEDIk OR ALT. HICKS YEW n COTTAGE AGE 1P w W w V E38 'HICKSII' COTTAGE I C 01 + #22 #23 S #b 1.00 LBS. - SOLIDAGO JUNCEA - EARLY GOLDENROD 41 + ,,, (FF=29.20) - 10 Igs (FF=29.20) 10 '1ga -4 K\11 (IFF�25-0) KI 144 KALMIA LATIFOLIA MOUNTAIN LAUREL #5 5' O.C. FLOWERING 1 A8AB ', I& & + 1k + 14, + 36.00 POUNDS BULK VIABLE SEED PER ACRE OR 0.82 POUNDS v B 12 IgS 5 FxC PER CONTAINER EVERGREEN 1 ,000 SQ. FF. 2 KI Ig EDgf.- D,,- Vf 7t7VS 1 01gs FT 41 10 Igs 2 CAL. 0 41 29' Av 50 ANDROPOGON VIRGINICUS BROOMSEDGE BLUESTEM 2'-,3' HT., 3' O.C. 41 n WLI tf%l (NATIVE GRASS) 5 FxC CONTAINER CID Cm 30 CHRYSOPSIS MARIANA MARYLAND 2' HT., 3' 0.C. u') 7/, 0:8D 72 Jv r GOLDENASTER (NATIVE 2 GAL. 355,24 CL-1Ut,_11-,­,r [7,'- 4 KI '01, PERENNIAL) CONTAINER C3 NIF N 40*20 100' W A4,ARI [7 60 Hh 30 HELIOPSIS HELIANTHOIDES SMOOTH OXEYE V-3' HT., 3' O.C. NIF 02 KI 0C8D (NATIVE PERENNIAL) 2 GAL. 4 KI 4_1 MARI[] F?L7S1.1,-L7SL7FT 0 6 An CONTAINER . 10 Igs 0 AND LISA A, RAIN GARDEN/STORMWATER RETENTIOl's, '/X,_ 3" DEPTH MULCHED PLANTING BEDS AS AREA (3,800 SF) SPEC. (31,165 SF) 5 IgC 0 DISPERSE EACH ROOT MASS INTO AMENDED TOPSOIL STAGGER PLANTS THROUGH OUT 4 4" DEPTH TOPSOIL AND SEED MIX FOR NATIVE NATURALIZED TURF AREAS (WHERE MOWING S u PLANTING BED. WATER IMMEDIATELY AFTER - 0 PLANTNG (TYP.) C 1 Ig ANTICIPATED) SEE SHEET No. PL2 FOR SEED MIX SPEC. & EROSION CONTROL DETAILS 2* TO 3* MULCH AS SPEC. V­11 411 141, w 6 Fx% (1105,890 SF) COLUMNAR EVERGREEN 3' HIGH SAUCER FINISHED GRADE lklno 4, DUG AS PER RECENT (TYP-) PROPOSED AREAS SLOPED GREATER THAN 10% TO RECEIVE 4" DEPTH NATIVE TOPSOIL FROM STANDARDS FOR > NURSERY STOCK AS ON-SITE ONLY, NATIVE SEED MIX AND EROSION CONTROL MAT AS SPEC. (2,222 SF) PUBLISHED BY THE PLANTING SOIL AS SPEC. U AMERICAN NURSERY& (MIN.4" TO 6' DEPTH) RIM LANDSCAPE ASSOCIATION DIG 2'(MIN.) DEPTH Cn 4* HIGH SAUCER (TYP.) TEST HOLE TO VERIFY Q) 3" MULCH AS SPEC. TOP OF ROOT CROW SHALL ROOT MASS WELL DRAINED q, 12-IgS 0-) NOT BE MORE THAN N2" TAMPED POROUS SUBGRADE MATERIAL 0 BELOW SOIL LINE (WELL DRAINED) REQUIRED TREES AT ROAD FRONTAGE: SEED MIX FOR NATIVE/NATURALIZED TURF AREAS: 3 MIN. TOP OF ROOT MASS AND SUBGRADE 71 -f1LANT1 0 FLARE OF TRUNK TO BE NG BED V BB (WHERE MOWING IS ANTICIPATED) SLIGHTLY ABOVE. F—1 -C—c-Al REQUIRED: 1 TREE (2 MIN) PER 40' OF FRONTAGE U PLANTING SOIL SURROUNDING GRADE GROUNDCOVER PLANTING 5 VdBB 1 CcA 1 X 189.58 = 4.74 SAY 5 AS SPEC. FINISHED GRADE N.T.S. 5 VdBBI, ,0 34.0% - FESTUCA RUBRA -CREEPING RED FESCUE 3 MIN. 235 PROVIDED: 5 TREES 1­' 1 " 33.0% - FESTUCA OVINA - SHEEP FESCUE U) ROOT BLAA1L 11ChP REQUIRED INTERIOR 10.0% - FESTUCA BREVIPILA. 'BEACON' - HARD FESCUE, -BEACON- (D -TREES: U) NOTE& DISPERSE EACH ROOT MASS INTO PLANTING 46 Jv 5.0% - FESTUCA OVINA VAR. DURIUSCULA, 'RHINO' - HARD FESCUE, -RHINO- -4 0 PED POROUS DIG 2'(MIN.) SOIL. STAGGER PLANTS THROUGH OUT I A AB REQUIRED: 1 TREE (2"MIN. CALIPER) PER 10 STALLS LL DRAINED) + + 5.0% - FESTUCA OVINA VAR. GLAUCA (F. ARVERNENSIS) (F. GLAUCA), 'BLUE RAY' SUBGRADE HOLE TO VERIFY PLANTING (TYP. 5 v BB DEPTH TEST PLANTING BED. WATER IMMEDIATELY AFTER 0 A. 1 X 6 (54 STALLS) = 6 BLUE FESCUE, -BLUE RAY" &.1 * * 14, � -k U WELL DRAINED 2' TO 3" DEPTH 1& 41 '90or SUBGRADE MULCH Vk * 1& 41 14, * I. 5.0% - POA PRATENSIS, 'ARGYLE' - KENTUCKY BLUEGRASS, -ARGYLE- WID MATERIAL PEC.AS S q, 1 TREE (2"MIN. CALIPER) PER 40' OF PERIMETER PARKING AVIV. 3" HIGH SAUCER FINISHED GRADE ".", __111 A - " . 'ff, ,, 5.0% - POA PRATENSIS, 'SHAMROCK' - KENTUCKY BLUEGRASS, -6HAMROCK- (TYP-) 41 1,270 LF/40 = 32 4V 3.0% - AGROSTIS PERENNANS, ALBANY PINE BUSH-NY ECOTYPE - AUTUMN PLANTING SOIL AS SPEC. AqAk31 TOTAL = 38 TREES EVERGREEN SLOPE PLANTING (MIN.6' TO 12- DEPTH) NOTE. 5 v0BB BENTGRASS, ALBANY PINE BUSH-NY ECOTYPE n� N.T.S. DIG 2'(MIN.) DEPTH PROVIDED: 38 TREES TEST HOLE TO VERIFY 260.00 POUNDS BULK VIABLE SEED PER ACRE OR 6 POUNDS PER 1 ,000 SQ. FT. ROOT MASS WELL DRAINED SUBGRADE MATERIAL 41 4, 0 TAMPED POROUS Ck (WELL DRAINED) + Ch USE (E.C.M.) EROSION CONTROL MAT (JUTE MESH) ON SLOPES 15% OR GREATER. SUBGRADE NG BED— SEE EROSION CONTROL MAT DETAILS ON THIS SHEET. -4- 0 ORNAMENTAL GRASS & PERENNIAL PLANTINGS (�l N.T.S. ui 15 VdBB,, 8/1/22 MF AS PER COMMENT FROM PLANNING DEPT. 7/ CFD 0� 25/22 0 TREE- DUG AS PER 4, DATE BY DESCRIPTION APPROV. BY 0 RECENT STANDARDS FOR SHRUB- DUG AS PER 0 NURSERY STOCK AS RECENT STANDARDS FOR PUBLISHED 13Y THE NURSERY STOCK AS 0-) AMERICAN NURSERY PUBLISHED BY THE 1 A8A REVISIONS B LANDSCAPE ASSOCIATION AMERICAN NURSERY& * 1 1 " r-r) 5 V BB 0 LANDSCAPE ASSOCIATION 1 A AB WRAPPING AS SPEC. TOP OF ROOT c", WD, TOWN OF SOUTHOLD 3" MULCH AS SPEC. MASS TO BE 1 CcA 3' MULCH AS SPEC. TREE FLARE AT TRUNK SLIGHTLY ABOVE 5 VdBB SUFFOLK COUNTY, NY TO BE SLIGHTLY E co SURROUNDING GRADE 4- HIGHER THAN 0 0 SURROUNDING GRADE 4- HIGH SAUCER (TYP.) HIGH SAUCER (TYP.) FINISHED GRADE 4 4!1 FINISHED GRADE + PECONIC COTTAGES 1 A A 5 v88 '0 — 0 jp,4 4*10 1 A8AB n PLANTING SOIL AS SPEC. 91300 89,58 ;q V BB E E I ------ 0 PLANTING SOIL AS SPEC. ;391130,f ------ t 7D �3 viii..rr ro NOTE* DIG 2'(MIN.) DEPTH Lil DIG 2'(MIN.) DEPTH TEST HOLE TO VERIFY TEST HOLE TO VERIFY WELL DRAINED LANDSCAPE PLAN �IUG 2 2 2022 WELL DRAINED SUBGRADE MATERIAL SUBGRADE MATERIAL ROOT BALL C- ROOT EIALL out 1-10 Fid-To-w n X ROOT BALL WIDTH (MIN.�— I - 0 ROOT BALL WIDTH (MIN.) TAMPED POROUS Ianninq Board I I - -- 1. Lj_j L. K. McLEAN ASSOCIATES, P.C. TAMPED POROUS (WELL DRAINED) 114. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 (WELL DRAINED) SUBGRADE (501 M C,) SUBGRADE TYPICAL TREE PLANTING. WIDE) 6BB, SITE PLAN N.T.S. SHRUB & EVERGREEN PLANTING THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed By: Sheet No. N.T.S. VENUE ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS MF/CFD Scale: AS NOTED C_ SCALE: 1 "=30' CARR17LL AND/OR THE ACCOMPANYING spianCATIONS. UNLESS IT'S cn UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERA71ONS ARE MADE, THE FL PROFESSONAL ENGINEER MUST SIGN, SEAL DATE MO Drawn By: IVIF Date: AUGUST 2022 < DESCRIBE ITHE FULL EXTENT OF THE ALTERATION ON THE Cn DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW PL1 SECTION 7209-2). Approved By: RGD File No. 21039.000