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HomeMy WebLinkAboutSite Plan Recvd 03/08/2022 DRAWING INDEX APPLICANT INFORMATION : Drawing Drawing Title Number APPLICANT NAME:......160 ROUTE 25 LLC T1 TITLE PAGE ADDRESS.................... BOX 1086 Al FIRST FLOOR PLAN CITY:........................... WESTHAMPTON BEACH A2 SECOND FLOOR PLAN STATE:........................ NEW YORK NY 1 1944 A3 ELEVATIONS ZIP CODE:................... 11978 9 9 A4 ELEVATIONS KM 'I KEY MAP PLAN C 1 EXISTING CONDITIONS PLAN SITE INFORMATION : C2 EROSION CONTROL PLAN SUFFOLK COUNTY , NEW YORK C3 DEMOLITION & REMOVALS PLAN TOWNSHIP........... SOUTHOLD C4 PROPOSED SITE PLAN HAMLET................ GREENPORT WEST FIRE DISTRICT..... GREENPORT C5 GRADING 8c DRAINAGE PLAN S.C.T.M. NO........... 1000-034.00-02.00-001 .000 C6 UTILITY PLAN AREA OF SITE...... 204,701 S.F. (4.70 AC) C7 PROPOSED LIGHTING PLAN CURRENT USE..... VACANT C8 LANDSCAPE PLAN PROPOSED USE... FOUR (4) CAMPUS-STYLE, MIXED USE BUILDINGS ON A VACANT C9 TRAFFIC AND SIGNAGE PLAN 4.699-ACRE PARCEL IN THE RO ZONING DISTRICT WITH THREE (3) C10 SITE DETAILS �x ar C1 1 IRRIGATION PL UNITS OF PROFESSIONAL OFFICE SPACE ON THE FIRST FLOOR u " " , �:, � r� �� E SA1 OVERALL,>:�� , , ` �. ,:. � ,), :, .. .. . �< , > ,« �� �, �, y � ,«, � A L SANITARY PLAN AND TEN (10) WORKFORCE APARTMENT UNITS ON THE SECOND a , � � - .,.. > , .. _: ,.r ,. ' .� ,� FLOOR FOR A TOTAL OF 40 APARTMENTS. �t m q.• � SA2 SANITARY NOTES B, , e y SANITARY DETAILS 1 SA6 SANITARY DETAILS 2 n y .. 4 say-=...b, 'ta` - 011 a xy 3 r y. A 2 s. r y 1 i mom a tl Y s r , ,I. - v +• I w>. ^ F« r. ° v a , a 5 n >: s k jq f a k rz aY < A f t T> ^n p , .... =ry. CD p w„ y 2 a s o x<� CL --J co PERMIT PLANS FOR � AL OFF CES POD 11 J U GF�\� E E N F\ T MED 0 U PROJECT , LOCATION AND RES DENCES JAN UARY 2022 Q U o RECEIVE® XwY + 8tt1 e Southold Town Q hel ghts Planning Board C� 3/2/22 MF UPDATED AS PER COMMENTS FROM TOS CFD o z , DATE BY DESCRIPTION APPROV. BY 0 0 REVISIONS 00 0 TOWN OF SOUTHOLD N SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND �o ,'P RESIDENCES CD ��oFNewy TITLE PAGE 13 c.Dig LOCATION MAP ;&.a r `l L. K. McLEAN ASSOCIATES, P.C. GR EN OR o ? � N.T.S. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 60 R 0 25 -� .��, �.; THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSr`S Sheet NO. o ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS J� (� Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS Try UNDER THE DIRECTION OF A LICENSED PROFESSIONALI �P ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE p `? T 1 PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND Drawn ey: M F Date: JANUARY 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW (n SECTION 7209-2). Approved By: RGD File No. 21 038.000 !r,•Atl r• C` 20'-2' 41 i. 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'0 � FIRST FLOOR PLAT (D N E^" 1" RONALD KUOPPALA L. K. McLEAN ASSOCIATI ARC HITE CT P L L C N CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEI O THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Designed B / ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Scale:Y MF CFD Scale: AS NOTED o AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL -C ENGINEER.PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND E. THE Drawn By: „�€F Date: (/) DESCRIBE THEmFULL ERE suExrENr OF ALTERATICH ALTERATIONS ARE ON ON THE J A N U A RY 2 O / 63 Village Line Road Babylon,NY 11702 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW O Z QJCS.0 0 0 SECTION noe-z). Tel 516-797-8317 Fax 516-586-6489 Approved By: RGD File No. co fool-0" . . LIVING -1, er=DF'oC r-1 LIViNG RM. AFT_ '14 PT. ' 350005F SECOND FLOOR AE'ARTMENT5 50. FT. + ' " tt .,I" _ - �t PIS d4,t��p!�'. 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U 0 0 ,�` r' J I 6 P Q E 0 U °' X RECEIVED 4-1 MAR 0 8 2022 0 5outho d� Town Planning Board a� C� 0 DATE BY DESCRIPTION APPROV. BY 0 REVISIONS 00 "' IF TOWN OF SOUTHOLD 0 SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND 0 U CO RESIDENCES o SECOND FLOOR PLAN N C- RONALD KUOPPALA A R C H I T E C T P L L C L. K. McLEAN ASSOCIATES, P.C. n1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. 0 N ANY PERSON FROM ALTERING AN(THNG ON THE DRAWINGS Designed By: M F/C FD Scale: AS NOTED 0 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENO NEER, RE SUCH ALTERATIONScn PROFESSIONALEENGNEER MUST SIGN. SE"E�A.. D"AADEATE AND Drawn By: MF Date: JANUARY 2022 A 2 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 63 Village Line Road Babylon,NY 11702 DRAWING AND/OR IN THE SPEanCATION " ED. LAW y �jj SECTION 7209-2). 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N � O A R C HI T E C T P L L C N 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 Designed By: MF�CFD Scale: o AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE A Z CO PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: M F Date: J A N U A R Y 2022 f-� J DESCRIBE THE FULL EXiEW OF THE ALTERATION ON THE 63 Village Line Road Babylon,NY 11702 n DRAWING AND/OR SPECIFICATION (NYs D. LAW Tel 516-797-8317 Fax 516-586-6489 Approved By: RGD File No. 21 038.000 T4 RI'Dcle EL.MSI' SALT I IN54-r= RCS -ARr.441TECTI.PRAL STYLE---, COLOR; G�4A1;ZC;OAL — _ - R ..w. 12 �w „ LC � 1r'i1: NI s 04ZEK FASCIA BOA ILLJ Edd -OJILE T.O. 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BY 0 00 REVISIONS N TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK E GREENPORT MEDICAL OFFICES AND 00 RESIDENCES 0 o n 1s ELEVATIONS N � RONALD KUOPPALA Lj A R C H I T E C T P L L C L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 E EDUCATION LAW OF THE STATE OF NEW YORK ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Sheet No. 0 TMAND/R THE ACCOMPANYING SPECIFICATIONS. UNLESS PROHIrs C) cn UNDER THE DREC71ON OF A PROFESS. WHERE ENGINEERH MUSE TION�SEAL DATE AND y JANUARY 2022 A 4 IONAL O ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE 63 Village Line Road Bab 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Drawn B M F Date: DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW y on,NY 11'702 SECTION 7209-2). Tel 516-797-8317 Fax 516-586-6489 Approved By: RGD File No. 21 038.000 'T� 0 50 100 Feet t .00 .0000 '.0101 Apo "00 00 400 vo. 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A DROSKOSKI __INE X GE GOMEZ 0 AN( Bj 1G Gj S ,A co I C)NAT H A N L BEEVE��` KU111 '�RUST A SPERLING TRUST k \ I-'-",- 011`1111",'�__ lc<\ _� � "ER ' JAMES ""'REVOCABf OHN ROG IVAS OULOS Nit R CLARK PETRA, ENGELKE NENOP ryl RCZEWS.Kll "EVO -4- H L E E N FAMTLY IRK BA E u JON THAN L JOSEPH MARSHAL." BERTOLINT -4 L SPERLI G TRUST 'W w KATHERINE A WALLACE 0 u IRREVOCABLE TRUS Al OAINNE 0) _1 WOO— _0 GREENBAUM 3: ROBERTA RORY KLINGE POLLOCK GLAYD-5 C-) HUGGINS co D SUSAN PADD EN r )AMES SPANOS E DAVID BERSON CHRISTOPHER JACQUELINE SAN MCGLINCHEY Q) WO L F S 0 N A PINKWATER _0 ANTHOIJLA f1l,"DW I Q) v E MATTHEW MADDY REVOCAB� .x KATSIMATIDES GREGORY RUST )IN N * t [� Land Uscige 0 B u i I di n g S W I PIERS(' HUGINI SILVER C) EDWARD Q) BARBARA IM Hig- h Density Reslde� n t i a I CISTERINO A. P�, P CLAPS BROSTAR L LC 0 Me d I u rr Density Residen1fic,11 0 DATE BY DESCRIPTION APPROV. BY 0 (50 ' co REVISIONS 00 -1 rri e rc i a -WOO L)Nc .w '*V 0 TOWN OF SOUTHOLD N (_) t within 200 SUFFOLK COUNTY, NEW YORK E -4c-n T JOHN J. 0 u 00 0) GREENPORT MEDICAL OFFICES AND BARDENHA( D *1 sta n ce, f ro m Site Location _r ,, RESIDE.NCES -0 `w� I STEPHANIE n 1i 0 P n� -—---------- (D 'DANIEL YOCASTA I "I 500ft MORRISSEY cjV NE LELAND Ni I k, KEY MAP PLAN P , I GARCIA G.DI C- L 0 U T�� DENNY HOFF-fKAh R �_A 200ft SWAIN A GRATTAN L. K. McLEAN ASSOCIATES, P.C. S'Off Ilk County, OConn CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 _0 o Curbcu ts THE EDUCATION LAW OF THE STATE OF 3.- -,NEW YORK PROHierrs Sheet No. ANY PERSON FROM ALTERING ANYTHIRP ON THE DRAWINGS MF/CFD C_ WILMARTH AV#,,: VNG SPECIFICATIONS. UNLESS ITS Designed By: Scale: AS NOTED AND/OR THE ACCOMPAN UNDER THE DIRECTION OF A LICENWD PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE PROFESSIONAL ENGINEER MUST SIGN.,SEAL. 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WOODS J _ _ 6'CLUSTER 6' ! / + } } fo 6' TWIN _ 140 _ \ r I \\ \134 _ �\1 ih J `� ( 18` Ifi.B r i { / ( (8' TW/N ! 15,7 ) " ..-..-_ '""�14.2 X I �`- CS -..- - - � / / '1...!` � L.J.' t•; RIM=13.88 142 \ - } 1 } 6 1 6' CLUSTER - X16.0 f f/ 14' X17.8 L�J.-S I i } --- 5 b(13.9 b'_.....____._.---"`\Z �' / XI5.5 -•... ._'--' ? \ 2 ^-' p •_,._ -'' r--XI58 '� /1 \_' It 4116120/10` \.. } } 14.9 6, \ 6' 6 �}4pP��,�6, `S� / ---W _.. _._._ -^ '' C 15.6 X-----, X76.$ 1 V - Z 158 X ' j'�-� IO• ( # 40, 6 _..... - _ 17.0 W ---- 6' .....-(- ------- T 11 �. 6' ... -. 16.2 - _.__....__....__ 10' X16,b X16,9 8' Li. / l...J` f,\\ I 18,6 X }\ 16- x X- z DEBRIS 1 ir � � � � �� _� _...- ._.-..._` X i',.r72' 6' 16.6 ''4' 12' r/ '8' r- � W ' \ \ + lao 14.5 ASPN. ________`--g-------- GARAGE ...r,j��` l„ I ~ \ } FEN 0131W \ X' �r�-�-X-Tk � � X ( 8%10' MON -' \ NCE I ! 139( X 4,5 UNPAVED DWY. _ \ x 6' PVC FENCE MaN r HED \ 10' 6` - \ M=N \ GAT 6' S7X�X M \\ MON ,� .. MON SHED ./ \ g, ` \ / r^ 1 OJ X14.5 ! 3' TRIFiE IW' -1 3 ,, ✓ MON / \ 6' \ 12' / SHED b STKD FENCE 1 L S NIF Z /// \ 6' X16.9 %..iT 44 \\\ SHED - SHED _ L t S 6202013911 _ i JOAN P, KART & W 352, 6 5' W N Z - WIL L ° �1' ` r'rr 1 a Z o c� IAM J. KART / // A z p t7. 62 180 39 W N �► �1 94, 18 ' '=1 o N/F I N/F ~,� SHED I '\ N/F ,, i N/F SUE ANN KREIL ING GABRIEL ACRI & I BRIGI T TE AMIRI & ` 1 N/F X1b.4 \ AUDRE Y EL AINE WHI TE w w N/F o ; CHARL ES J, SANDERS } + S TANL E Y ZUREK JR, KA THERINE IRENE ACRI o 3 ` DA VID MENDEL SOHN z 1 Q 1,} + & EDMUND H WHI TE ! _ z� L_p7T 3 LRT \ J 1 LC` c_L?T :� i_l - , 1 . r z '7 41 j U' 7 LI i' m _ I 1 J X `�n 7 j I ti I W 1 (n MAP OF DIAGRAM OF SIX T Y L O T OF L AND FIL ED OC TOBER 23, 1873 IN THE SUFFOLK COUNTY C ERK S OFFICE AS MAP'' NO, 337 tl I 4-1 u }} X16.7 0 4--' O \j U I TOPOGRAPHICS-)IURVEYN. it 1 O j NOTES 4' } N. C) OF PROPERTY i 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. SITUATE AT 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, } !} O Q LONG ISLAND ZONE. �-�.J \ WOODS (1f1 GREENPORT 3. ELEVATIONS SHOWN HEREON REFERENCE NA VD 1988. 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE } I �' TOWN OF SOUTHOLD � NEW PORK STATE EDUCATION LAW. : � i I t i-0 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF x1b.8 / / X S UFF OLK COUNTY, NEW YORK THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE , Ij l6,X } , RECEIVED _ -- VALID TRUE COPIES. \`-'-� �---- • �. . .. . ... . .. .. . . . .. . . . . . . . . . . . . . . . PEAR 0 8 2022 �, AREA - 2047701 �i`. C�R1�FI�A1�On1S I�ID�AfiEd H�REON SIGNIFY THAT THIS SURVEY WAS PREPARED IN �� . ! L ACCORDANCE WiTH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS '} O ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND ----_ -// 1 Q @ ___ i Sout o d Town SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM MON 1 T ¢N MON + Planning Board N THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, - -1 GOVERNMENTAL AGENCY AND LENDING INSTITUTION HEREON AND TO THE ------- --------------------------- ------- L- \ , CONCRETE SIDEWALK O ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE ----- -------- TOADDITIONALINSTITUTIONSORSUBSEQUENTOWNERS. �y __!4_______________---.__---7-------- - --------------------- ti /' DATE BY DESCRIPTION APPROV. BY LEGEND o / // `�R�A(1273 7. RIGHTS OF-WAY NOT SHOWN ARE NOT CERTIFIED. S 6 0 3 0 4 9 W X -X 13.1 X 13.3 REVISIONS O O� LIGHT POLE QD DRAINAGE MANHOLE 132 ®RIM=13.21 UTILITY POLE ® RECTANGULAR DRAIN INLET 8• THE SURVEY CLOSES MATHEMATICALLY. 79, 97 TOWN OF SOUTHOLD O I UTILITY LIGHT POLE ® ROUND DRAIN INLET 9. UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT ------- _ / x137 X 13.5 LOCATED ON THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO c\l � ' TRAFFIC SIGNAL POLE � FIRE HYDRANT 14.0 X13:3 / BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, S U F FO LK COUNTY, NEW YORK (n (3 SANITARY MANHOLE WATER VAL VE SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 0 U p`71 ' GAS VALVE � WATER METER KNA PIP PL A CE GREENPORT MEDICAL OFFICES AND n , v SIGN © TELEPHONE MANHOLE RESIDENCES 0 t - CONIFEROUS TREE 0 DECIDUOUS TREE - of vY EXISTING CONDITIONS PLAN N 0 20 40 * L. K. McLEAN ASSOCIATES, P.C. -� ��' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. Feet SCALE: 1"=20' 1 -`" `" THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS "' AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS i4:,.•'�ys \l� Designed By: MF/CFD Scale: Q 0 DISTRICT I 34. UNDER THE DIRECTION OF A LICANYING ENSED PROFESSIONAL / SECTION 034.00 µENGINE PROFESSIONAL ED/OR THE NGINEER MUST SON,SEAL, DATE D s Pp 9$ Drawn 8 M F Date: MARCH 2O22 0 (/) BLOCK 001.0 DEROFES�OSCRIBE E FULL NEEREXTE ALTERATIONS SIG .HE SERA710N ON THE /i V)�� « / LOT 001.000 �,\Q Y (n DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW C 1 SECTION 7209-2). Approved By: RGD File No. 21 038.000 f I w w w w_�\ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w- I \ PROPOSED CONSTRUCTION PROPOSED SILT FENCE (TYP.) - - - - �16_ \ \�8\ \ FENCE (TYP.) p PROPOSED CONSTRUCTION NOR TH REAP 1 j_ \ I RI =15.75 _ N-- -61 55 0 9 E = ENTRANCE W/ GATE __ __ _ \ 498, 741 \ I � � RIM-15,80 � IM 16,08 #385 CONCR -�7- - off nH n �nA -� � �y M -� _\ OH OH --T- -�� OH OH OH T OH= � - G&fir-OH OH- - ---- ---- OH T L OH GH OH OH _OH_ -QId- '�'vH �- OH OH G OH G OH OH GOH G OH 9H G G Gam $--C -----G G G G --G G G G G G G G G G G G G G G -�}- I T T T t- --- a�� ----- --- ---- ---- ---- ---T -zl� T- --T---- - --T----T-----T----T----T ----T----T T T T T _----------- -T� -� E T T T T T T T T T T T T T T , T _ oo � _ MON T--,__T T iT _/ Gam' - - - - g V / - - --------------- --- - - l� T i G \ _,_J \ \ ORIENT�EN 0,1Y -x \ tT-T-T__-�T-T_ 6 G '� \ � �4' WOOD FENCE \ 10' OA 8 OAK - STOP I yZ� j / / // ____ _-- _--20_- DI \ o I \ /G / 6- \ / / C C --25 44' O. \ \ --� L. �- \\� o19 PSPN' > W 24 1 I \ \ , \ ® �15"HDPE-15"HDPE 15'HDPE 15'HDPE 15"HDPE 15"HDPE ® W \ / / / --16- _20- 1� =\� �\\ �N I I / / •�. , '. ', ' \ � � I ONE' /E �� /�/ o� / / i ✓20 / 1--20.0' o PROPOSED BLDG. j2 19 / PROPOSED BLDG. 3 / - / a I 1 ST FLOOR 4,847 SF \ 1ST FLOOR 4,847 SF 1 o D D D---r ,w w MEDICAL OFFICES MEDICAL OFFICES \` /1 SHE 2ND FLOOR 2ND FLOOR o 1 w / tip/ / 6. o 5 HOUSING UNITS BETWEEN w // , / // 5 HOUSING UNITS BETWEEN \ sH rr w � � / / I 451 -600 SF 451 -600 SF o �' J I G 5 HOUSING UNITS o 0 5 HOUSING UNITS B�D� LESS THEN 450 SF \ LESS THEN 450 SF r (F.F.E.=18.0' I I (F.F.E.=19.0 ) �/ ti E \ RIM=16,00 � I II II I / DEBRIS A ROOF OVERHANG 8, \ R � ROOF OVERHANG 6- 1I � 1 0 o..oea� � , � w I I I I / N I J 1 I 1 / - - f 15"HOP \ o \\II I I I I I I / \ /�Ig y pp �•o /� �� - o°�o .�� Q s�,, � _ I F \ 20_ z III I I I D, I PROPOSED BLDG. #1 � I I / 1 ST FLOOR 4,847 SF Z 1 15?iDP \ \ \ W '11 I I I I I ' ' MEDICAL OFFICES Q / r-15'HE J---15"HDPE / / --- / 2ND FLOOR \� / \� / \ // _ _ 17-L 5 HOUSING UNITS - - - -- -- - 1s- p 2,w a I I J f y41' BETWEEN o -__ - - - 15 = __ _ - 1s 1s- -- -1s- 16 - J 16 17- 70 PROPOSED BLDG. 4 �`�j / I 1 /I 6' - - - - - - - III J 451 --600 SF L�- - - - \ - - - - 0 1ST FLOOR 4,847 SF rye/ Z-t -17- - -- _ 'Y �=�J� 5 HOUSING UNITS 0 _ (- �15'HDPE--r �� \ - - - � MEDICAL OFFICES Z I I I� LESS THEN 450 SF \ ` 0 2ND FLOOR 1 \ I \ m 5 HOUSING UNITS 1r/ (F.F.E.-17.0 ) / 17- r _ I � 451ET 00 SF ✓ / \ � I O II 1 5-- J 1 1 I I -7 / / / W D 0,9- <\-1 G / ( Z5 HOUSING UNITS �\ r 15"HDPE-+ 15"HDPE--+ \ o \ \ l LESS THEN 450 SF \ I o zl ) ✓ \ I 09, _15- --- o �I O 10 r ® \ 16 1 6 16- `� MO_ N-FEN 0,2E- I 7_ / ~ \ FEN 01'E _16- ry ® W 0,1� 54.7 8' I z 00 04 PROPOSED CONSTRUC ION / o \ > 16 ENTRANCE W/ TE I I 1 o -Z _- `- -- 15i � � Z �_ � Tlvl� 10" I RIM=13,8 I 'i l +�`� W \ z �1 M z 18-� -\� o IA' \ I 16 1 I i _ 1 _ NCC J 01 EN 0.3'W Q - - --- - - MON\ GATE 6' ST -D FX x ON 16. MON �- MDN,' - - ASPH. UNPAVED GARAGE 6' PVC FENC MON SHED 1 ` 1 8' - �' 1 1 1�" 1�" / 6' $rKD FENCE MON I X c o> v 6` 6' � 1� SHED 1 I (J \ �I SHED T�Io I c9 6" SHED - SHED I� I C'�IA Ri FT4 N 1 6 2 *20 '3 9 " 1 1 rs 1 Q z o W I 352, 6 5 I 1 1 S 6 ' �' _ �, z 1 S 1 2 20 39 W 1 �1 194, 1811 1 1 1 I I I I \ 1 1 1 NOTES: I I I 1 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO 1 \ C) LEGEND: O MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN THE 5WT FF MIN. STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH I I I 1 �(� \ FLOW 18'-0"MAX.C,to C. SEDUNT ON'E CONSTRUCTION ACTIVITY REGULATIONS. -�-- PROPERTY LINEw�rm�.wion u mT FENONG 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH - -1 1 .0 - -EXISTING CONTOUR I \ �� RADE :<; LL< ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE a �� Ic o Ic coNsrRucTfoN. -� PROPOSED SILT FENCE I L v LIMITS OF CLEARING \ �' � MIN. a1�: 9� rVir., L;y i.4•_2 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL ( YN( / I � I � y V• N �' „4,.tia::�:a,�,�,:>�V �,a;...1,;y,,,•y?,�•: :4•n r;.�a OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS 1 I �i SLOPE ���/// I 4" VERTICAL o v > r;�;} 'si „�. %psi„ "�.,`s�.f�`._L; CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND PROPOSED CONSTRUCTION FENCE I I FACE ��O ` � +���ty . xy `,�, ,Mx»: _.. Z 1 I I h�'?.1:5v ':n'�•c'7'St...,+.-,i N• ` *'�''• C?�``n`z 3 a REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL , \ I ��, :tip"d:. tr r�t �: *`.� ::; Y?'- BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. O , PROPOSED CONCRETE CURB PERSPECTIVE VIEW I I BEDDING DETAIL ��,;�.�<�, .; ..�,��' r-• ';may:., r�:-��c�v�',r-a LLJ 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED ++ \ " 'f= _! '•�•,a. •�;yu.�'sa�*rk¢?�:4`?•"�=`�"":= >9 -,5"HDPE - PROPOSED 15 HDPE DRAINAGE PIPE � ARE IN PLACE, AND APPROVED BY THE ENGINEER. I I I ANGLE FIRST STAKE TOWARD � ,�r•c-� ^� 36" MINIMUM 2 x 2 � D PROPOSED 8" HDPE ROOF DRAINAGE PIPE PREVIOUSLY LAID BALE. ;rC' ;�; FENCE POST i:-M'°"�«�Y.eT�aaia RC. 5. SEDIMENT 1ARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE \ �i G ^� Fu Mr W)AGOG£DWM GRAM FOR AGE DOWN-SLOPE LIMIT OF ALL CLEARED/GRADED AREAS. NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS / I 1 AND ONTO ADJACENT PROPERTIES OR ROADWAYS; ' FLOC ,�rL' ^� „ G'�' WOVEN WIRE FENCE 17 � �� PROPOSED 100 LEACHING CATCH BASIN r--1 1 yr- /- - (6x6 - 10110 WWF) 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO I I I O �^ c%� L'f^� -- PLAN VIEW 0 CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; / I \ L`: �� C: ;��G ^� = FILTER CLOTH +1 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC r PROPOSED 10'0 DRAINAGE LEACHING POOL O ROADWAYS. I 1 I 1 ^1� BOUND HAY BALES EMBED FILTER CLOTH �OF 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE O �� EXPOSED• 0-1 LIGHT POLE O �� PLACED ON CONTOUR MIN. 6" INTO GROUND Z R 0 A D O 'S1 � 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND -0- UTILITY POLE (� c�i ^ q•• 3/4-CONS TINE M OR N.Y.-FdMDM10A or COINACIED U W I WOOD 2 RE-BARS: STEEL PICKETS OR -•� V MAY eu�AxDiac MLL'Me gFMG OR N MG 0.0.i.APPRGVkD M OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; au Ftraw MN.)ABOVE oesnNG GRADE F°"tnANAGE. / ¢'t UTILITY LIGHT POLE I I r M 2"x 2"STAKES 1.5'to 2' IN GROUND. NOTE: 0) 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; 1 \ ) DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA CROSS SECTION � Q TRAFFIC SIGNAL POLE I I I / HAY BALES. 112 ACRE / 100 LINEAR FEET _0 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE I ANCHORING DETAIL _ PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE (� SANITARY MANHOLE SECTION DETAIL '> ANY SILT AND DEBRIS; GAS VALVE ' 1 I 1 STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE C) 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. -v- SIGN , ' 1 SCALE.NTS SILT FENCE DETAILS SCALE:NTS SCALE NTS 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES CONIFEROUS TREE Q 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED (D DRAINAGE MANHOLE E SMALL SPILLS THAT MAY OCCUR. � RECTANGULAR DRAIN INLET � -'- ' 10' 0 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE i CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. ROUND DRAIN INLET O rl-_tJ lr-�J 0 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED Z7 FIRE HYDRANT �ON - - L __MO� -- --_-- _--� _ CONCRETE SIDEWALK __wv __ UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. WATER VALVE - 0 RECEIVED (-------- �OH OH OH 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND WATER METER - - HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS L I U wl0-1-SAND Ir�AR 0 2022 X SHALL BE ENACTED. ® TELEPHONE MANHOLE S 6 0 p30 '4 9 // � ,/ � ® M=1P.73 BAG W o thold Town IMPERMEABLE C) DECIDUOUS TREE KNA PP PLACE ® IM=13.21 v o A A SHEETING Planning Board Q IMPACT ON NOISE ODOR & LIGHT: � w�* w � ' + wLw w w w w w >1 C) 1. Prior to start of any construction activity, notify w w w w w w w w w w w SIDE OR FLATTER 0 SECTION SIDE SLOPE (D the Town of Southold Planning & Engineering A� 77 CD. Departments a minimum of 2 business days in O O O O O O 3/2/22 MF AS PER COMMENTS FROM TOS CFD advance; An inspection is required of the installed CD turtle barrier fencing (aka erosion control PLAIT DATE BY DESCRIPTION APPROV. BY o prevention/silt fencing) by Town Engineer's office CONCRETE WASHOUT DETAIL REVISIONS 00 and Planning staff prior to clearing. 0 3. Construction activities Shall only occur from SITE PLAN N.T.S. TOWN OF S O U T H O L D 7:00a.m. to 6:00p.m. on weekdays and Saturdays; IF j 4. No construction activities are permitted on + SU FFOLK COUNTY NEW YORK Sundays, year-round, or the following holidays: SCALE: 1 =20 E GREENPORT MEDICAL OFFICES AND New Year's Day o 20 40 Feet Memorial Day RESIDENCES Independence Day (July4th) o j Labor Day ,0�N Thanksgiving : , YOB;. EROSION CONTROL PLAN NO G.p;B N � Christmas Day �� L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 r_ N THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS �� 3.` al AS NOTED_ y MF�CFD Scale: ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed B � c,`,.� 56Te65 �- Desi ne Sheet No. µUNDER THE DOR THE IRECTION OF NG A LICENSED �S EXTENT /-�ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE � Drawn a MF Date: JANUARY 2022 ( / O ' PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND y� lV_ L/� DESCRIBE THE FULL EXTE OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION29-2). Approved By: RGD File No. 21038.000 w w w w�w w w w w w I \ w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w w . w w w w w w w w w w w w w w w w w w w w w w -w w w w- \ GRADING LIMITS \ \ � _ - - - - -16- _ _ NORTH ROA1� �,, � �8 LEGEND: \ / 1 -N V55/O9// EXISTING RETAINING WALL 498, 74 \ -" � �/ _O 7 TO BE REMOVED � - PROPERTY LINE IM=15, RIM=16,08 \ � / - RIM=1580 / #385 CONCRETE C _ off off �(� H G aH G nu G c - -# pc c c � G G G �H � G \� C REr CURB T T T L --- - T_-_--T _1 -�- -�- �- -- OH OH OH I�.�-� pH /�IOH 0 0 GOH-OH-00 G H G G -'-bH G OH G OH G OH G OH OH GOH G OH G p1} -IsJ----OH GEC / T T /p �� DEER CONC TE SI- - LK ------------------ ---- ------ - V� 4 -oH OH��oH H ---- ----------- - -- ---- - - - R T T TT T T T T- T T T----T----T- --T---T-= ��---7-----r�- ---�-- _ -7---- --- T --- ---- --- r----T------7----=-7---- ----T---- ----- -- ---- - T T - -- 1 . - - ISUBGRADE CONTOUTT -�� �_� / L7 --------- --- -------- ------ - �r , , P �z�z �Tiz�-T v �l-T --- - 0 EXISTING CONTOUR T T ` _ _ ___---------- __--- -_--- -- _ _ _ �'- :b'u�rLEiLt- _ _ a ..L--. _ MON r T T T T g6 X G - 'XG r' X 0.03 X X { - ----- - _ - X ,. X - X Xt8,,�rrwx,r.. <.. x j x s x _ - ORIENT x - - PROPOSED GRADING LIMITS / 1 -�/ �4' WO� FENCE Lg G 6 �``O \ / - 7-18 19 I0 10� aA 6' L3CUST 8" oAK N o,I } EXISTING DECIDUOUS TREES TO BE REMOVED STOP I V ��� /�� '; // -1g ?off �� 16 -20 \ - \ `� EVERGREEN TREES TO ,-20 EXISTING BE REMOVED �. ✓/�; 21 o I / X x 0.09 X X 0.26 0.40 �i �� 22`, 1 \�� X -0.46 DEPTH OF EXCAVATION /"/ -.. CZ, '�, - = X 1.91 X X X X ti, 0 \ J 1 0 46 t,1, 26 > 19 X -0.'� X S6 44' O DE ` FILL tK L I X 5s X DEPTH OF 6" ASPN' a-, LIGHT POLE 2 / X- X��Q �X 2 Q I s� -- `�/ �� w -o- UTILITY POLE _ y " I L -- -2 UTILITY LIGHT POLE 18 ` cj H, 3 -' may, X 0 13 3 �- _-Xr6.72 - 24� 25� :h N X z�14 X 6.20� 8 «X - .90 .81 X X X 0.33 X 1.00 X - .6x -2.07 �f-f� D X -2.45f `� A E �,.. ' -.- �` V� _ -2 / � \ � �� �,f- 2.27 X -2.1t� X 1.s2 �- 7s _ 4 \ x x 1. 1 ' �3 c �- _ 21_- -�� N \ /�\s« / ` 6" 6- \I 6« o O TRAFFIC SIGNAL POLE -17 ,i 17 \ �' 6" = \ GAS VA \ _ _ _ (S SANITARY MANHOLE i E i G \ X��j `=j - 1 i��.58 X 1. -�f 2.24 X 2.81 X 2.71� X 2.00C X ' / X �.51 17 - 5 X \1 X x - 6 X X a C ;,L X X 0.42 X 0.24 X ..29 X -0.68 X -1. X-1.48 �" X -1.88 X �.��`6- X -2,09 -1.$7 X -1.42 X -8$ \ / G� VALVE \ 1 SIGN s CONIFEROUS TREE / ✓ , Q / X ° // /�` /oij/ . 16 _ X 3.13 X 3.04 " /2 �20 ! ' _... /I 11t,�. U6- (b - OO DRAINAGE MANHOLE I \ - „ '� P f l \ / / X X °.51 �4 X X 0.$8 X 1.44 X -1.51 -1. _ ` ' ® RECTANGULAR DRAIN INLET oc"' X 00 0.61 X -0.35, ® ROUND DRAIN INLET J T / 17 J 6' SNE FIRE HYDRANT I \ sHE °'8 W WATER VALVE \ , 6� X - .22 X ).®9' 68 �. X 0.95 X 1.4 T« �" . .�" X 2.17 X 3.16 X X -0. 9 X -0.11 X 0,15 X 1.14 ® WATER METER \ �-D�B 1 g'E OO TELEPHONE MANHOLE / CP ` 18 DECIDUOUS TREE 1 / r r � 2 �C i X/0.71 X `.t X 0.21 X 0.62 X 0.98 2 X 1. �" X 2.00 2.8 X 3,10 U' �O / X 6«TIvIN LDG p 9'E RIM=16,00 I r X 0.05 X 0.05 X 1.01 / E_ y X 0.96 X 1.Q4 X X X 0. I / �T DEBRIS P 61 � � 3.4$ � X 0.�3t ' yX �5 Q0. X 0.69 X 99 '�.�0 1.55 �60 X 026- Ok , I _�- \6°« 7 6� +. X 1 -0.15 X -0.0 i 0.8� X x ., �`L X X \ c<�rT Tp« . S / X F I U6 1 6" \ / I \ WOO � I E I ( J _� _ \ 8« - - X X 0. 6 � X 0.28 X 0.42 X 0.56 X .72 0.69 X 0.76 X 0.87 �14✓) 1.9 X 1.67 X 1.70 X 1.5.E r�.1� 1.41 6." X Q.91 X 1.01 X I X -0.27 X 0.81 X 0.50 / 0.1 X 0.06 X-0.�2 -0.66 X -0.72 � ;�.03 X � �:� 1 X 0.46 .2 ---_ 0.3 W - 16 5 X -0.52 X X / \ X 38 �« X 0.1(3 X 1.04- X , X 0.42 0.26 x t " 7 `:• X 0.04 X Q.10 X 0.85 X 9.23 1 1 1 d � ,. c 1 -- X 'Q.'4 X 0 40 '� 1.19 .04 /0. 3 c a I 6 6" 1. � / / i� _..--- _ � .. �/ X X ..,�� X 0.94 X 1. 4 X J: 1 05. £ \\ \ I ( x 1' I IX 0.26 C ,:? +S X 0.65 7 x .18 �'7i.56 _ 6_ " \ x �� �/ r�,. / 19 1 ;� X 0.57 _ X 0.22 X fi ,� X X 0.15 X -0.28 X -).63 X -0.46 X,.;b.62 U 6 X 1 2 \ _ - ..��%� fN X X X (`-29 X -0 '�' X 1.03 i35 X 1.34 X "1.81 X 10 X .09 X >4S 6 - � � 6. TFA c3' 1 \ _ - r 1 1 as. � ��.'�' Z yj( l JQ 1 X - 03 'S" i I I I 1 �X 0.45 X AO �C -0. X - X -0.98 X85 .X 0.71 -0 55 - - C I ?C X 0.40 X 2 X 0.13 � ...Q.20 X -0.08 �Xc ,)0 , -- - --- 1�1 ` ,.:r' C '"' \ ��.05 X - .�, X 0.49 X O.QO X 0<>.6 0.$S X 1.59 X 1.56 f EXISTING FOUNDATION r TO BE REMOVED `(TYP.) 6' .r` �. \�20 21- "ji i/ _� . i � III _ ~�.. as X rf 35 � � I � i e �o ZOC N / \ X 0.28 �295« X 1.15 X -1.31 X 20 X -0.98 X '" 1 X 0.64 X -0.44 X -0.25 X 0 07 X 0.15 0.23 X 37 X 0.78 X 0.14 X - zs X -0.19 X7.43 X -0.68 0.26 X Q, 53 ^ X 0.65 X .00 X 1.51 j� \ X .I I X X 31 J �j 0.3 X 0 Q9 X -0.95 X 1. 0.83 - - " - / / / 1/ \ 6\ i X X 0.46 X 0.09E - 2 \FI -16 0.04-- �f-=0.08- 1Z 16 X OA6 X 0.51 X 0.03 X -0.Q3 X -0.35 l X 0.67 /9 - X 0.1-4� 232 2 6i X 2.7f�z 5 _. - - -17-11, 1 - -- -._... ..... ✓. . - -18- ._ _. _-. A 77� 16 0.2' E E F17UN{IATPfIN V _ - -- - - - x c 9. I X 1.67 x 106 x aQ6 0.3Q o.es X 0 92 k 0�23v x Q 73 x x Q -- -�- - i {� \ \ / 6« \ I � �. J( �� / r _ 5 X .t �( 0 �6 # 55 X 2,1 r X 1.03 X 0 02 X 0.11 X 0 31 X 0.30 X 121 X 0.57 X .37 0,54 X 1,18 _. A " -� T ---_- � _-X ram: Y I I _ d �¢ f I X 0 7 X 0.59 X 0. 8 6" ,,X 0,99 « tl >'.. $' I - n X -0.27 0.54 X -0. 3 0. 8 \X.: (17 ,., / SLA \c �, 1 X 0-59 X : 1 03 CONCXSLAB' X X 02_ X -Sz­ .43 X -0.2(.= X 0. 0 X 0.72 X 0.55 0.37 X 1.02 X tY III \.':,.. ,..+ -- -- � _j I +, " ' I ;r W I L I / ` I 3 X .�. 9 X 0.93 X '!.2 i , \ WL7L7DS \ _� X 1.32 X 16 -0.37 X 0,43 X 0.27 X -0.26 � 3 X -07� / ^ i �5 X -0.54 X -0.58 X j< 6 \ 6« \ 1 _1 j / ' i X X X X X F: X 0.01 0.46 X 0.67 0.57 X 1.07 s. t to 4> -- 09 C" 16 - -- - W . 1.fs7 _... ...9 14 1 50-`? X.:]23. _. -- 16 - -- V 3 �E Q l0.7�_.- X 1. 3 - X 3.15 _.__._ . ..... ._._ -. _.'4 3 X 226 .49 X 2.7 _ _ \� _ !L _ .- _- _...... _ E?}IvtA 15-- X 3.79 X 0 15 CONCRETE FOUNDATIpN / rviLP T14 - 1 - --FEN 0 E 16 _;0 _ \ I D M X X J.20 X X 0.8$ X 1.16 X 1.03 X�1 04 X 0.4 X -0.0 X 0.1 0,21 X-0.16 X 0.0 X C.2f 0.5 17 -- - -FEN al'E- - ` ' �{� g� a MON � 3 ( II " EXING CR Q--- X 0.61 X Q.74 X X . X X X X 0.34 X -0-07 X .55 X 0 X 1,47 X 1.6 ) I 6 s_ , 4,. �I x 6 � rib SLABS BE REMOVED 16 - _ _ _�-�1 � g s -I I -r► I¢ n _.. �� ,, (TYP.) w �_ _ E z TO r _ - s D� p �'qI . � 1, - - 15 .e 061- 0.49 X 1.11 1 26 X 0.88 X 0.36 X ii.'I I X 8 X-0.38 0.35 X -0.1 X -.. 3'= X 4 7C L' X 0.08 .81 X ;`;_ , (� w I 18� �_�,. 5'" _� ... X . . . x . . . X �y� . . ;>u X 2.93 2.a8 ,XC 0.2/ x/ I 1 9 X 1 1 ��. X 4 � X 2 v f 15 6\ I I X 1.12 X 1.05 Q. X 0.19 X ...0'11 �":f.'.� n 2 .:.,�; .. I°, � X X -0.08 X 0.41 X 0.49 X U,58 0.68 X`Q 8, X & X 1.2 X 1.46 233 X ??? ??? - -, ( �, _ X X ?. . X ??? X ??? ??? x ??? X ??� ... x ??? ??? W OD /" U CU_ S� �� \X x=°:.@ 1# X 0.41 X `i ' �C 0. ps N - -- 3:� _ / _ / � �� v' �/ I _ r ° 14 #4 1 0.27 X D 64 �• X X 6 X X _ n ��� DEBRIS jg. _ ----X 0_22 I � �L T- 16- -16 X . . . / - 0.43 X ___ _ -- - L � X ?? ?�^ x err X ��t X ??? �; X :: 16 X X ., 1 -1 z r8 NCE � 1 a- -' ASPH. R E - U GARAGE ,. �, 6 PVC Ft NC ON GATE STK�x x DN I MON _-- _ UNPAVED Y• I MON x SHED j°., b 6 Mo MON 6' TKD FENCE SNE D� T�Tos \ &.. 6' 1� ( Ml7N i I �� �--j ��� 1� � I \ �\ � SHED - i Z S 62 °20'3 9" h/ I 352, 6 S' I o � � z I 4 I I I 1 �0 39? W �� �1 1 �1 194, 181 �' I A �`�`-1-�� 1 1 1 11 1 0 1 C= TREES TO BE n I SELECTIVELY 7I I 1 1 I I I REMOVED TO ALLOW 1 > n 1 FOR INSTAL TION E I t I I 1 ` V OF UTILITIES I � � 1, 1 II 1 � I I 1 I I 1 II `o E I 1 ' I I 1 III 1 DEMOLITION NOTES: °' 1. THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE 1 /n NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. C 2. IT IS THE CONTRACTORS RESPONSIBILITY TO THOROUGHLY INSPECT THE SITE IN ORDER TO VERIFY ACTUAL CONDITIONS AND FULL SCOPE OF DEMOLITION WORK AND REMOVAL REQUIRED PRIOR TO BID. I I I I 1 1 0 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION o 1 1 FROM DEMOLITION WORK. 4. PRIOR TO REMOVAL THE CONTRACTOR IS TO IDENTIFY ALL MATERIALS, INCLUDING SURFACES, PIPES, WIRING, CONDUIT, ETC. QUESTIONS REGARDING IDENTIFICATION SHALL BE ADDRESSED TO THE ENGINEER. \ pMM I 1 1 O I I W I t�ODDS 1 1 j 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. I I \ I 1 M 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. I I .- 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM I \ z \ 1 � 1 1 \ 1 ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED I 1 \ I / 1 I 1 1 1 1 1 1 � COPY OF SUCH TO THE ENGINEER. I 1 1 1 1 1 1 I 1 II �- 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER E DISTURBANCES / 1 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF OPERATION � � ON UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE �MON N- J - ON RECEIVED PROMPTLY RESTORED, REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. #ON - - ------- -------------------- CONCRETE SIDEWALK - , ----- OH OH OH -OH OH OH OH--OH - --OH ---OH OH - OH '��H OH- f---- ---- 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. ONCRE rE cu �,� MAR 08 2022 S 60030 '4 9 " W °° � �M=12.73 11 . PROTECT, REROUTE, ALL MISCELLANEOUS PIPES, CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. Sout old Town CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL KNAPP PLACE ® IM=13.21 - / REPAIRS NEED TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO �_ n w�yr�w�-w w w w w w w w w w w w w w w w w w--w--w w- Planning Board Q COST TO THE OWNER. -w w w w w w---w w--w- w -w w C� 0 3/2/22 MF AS PER COMMENTS FROM TOS CFD 0 CD DATE BY DESCRIPTION APPROV. BY 00 0 REVISIONS N SITE PLAN TOWN OF SOUTHOLD SCALE: 1 "=20' SUFFOLK COUNTY NEW YORK a) 2Q 40 GREENPORT MEDICAL OFFICES AND � 00 Feet Cut/Fill Summary RESIDENCES o Name Cut Factor Fill Factor 2d Area Cut Fill Net �P��OFNEw^o DEMOLITION & REMOVALS PLAN EG VS . EG STRIPPED 411 1 . 000 1 . 000 223559 . 07 Sq . Ft . 2732 . 39 Cu . Yd . 0 . 00 Cu . Yd . 2732 . 39 Cu . Yd . <Cut> � , �-�.. N SG VS EG STRIPPED 411 1 . 000 1 . 000 143409 . 34 Sq . Ft . 3211 . 71 Cu . Yd . 3322 . 60 Cu . Yd . 110 . 89 Cu . Yd . <Fill> ; /'� ; L. K. McLEAN ASSOCIATES, P.C. DRAINAGE 1 . 0 O 0 1 � O O O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 o � 502 . 00 Cu . Yd . 0 . 00 Cu . Yd . 502 . 00 Cu . Yd . <Cut> y. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 9 5 Designed ned By: Sheet No. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 3� s3 AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S MF/CFD scale: AS NOTED t UNDER THE DIRECTION OF A LICENSED PROFESSIONAL Totals 3 , 123 . 5 Cu . Y d . <C u t> ENGINEER. ENGINEER ALTERATIONS SEAL�.AM Drawn B : M F Date: ,1 A v NUARY 2022 Z DESCRIBE THE FULL NEEEXTENT S THE ALTERATION ON THE J DRAWING AND/OR S THE S7209- ). (NYS ED. LAW Approved By: RGD File No. 21 038.000 SECTION 7209-2). -W W-TW- � � _W_W_W_W_W .--. /W-% 4 � < � ­4 - -84.6'- n r-7 LEGEND: RIM=157,5 RIM=15 N 61 *5510 9 11 6.08 SIGN NORTH I'\ . IA-D - - - 1 4 949, 74 " #385 CL7NCpr Tr rl j,?R ",'am E -_ -_ -_ --- Cj2CRETE CURB Ic 3 �131­1�01­1= . - CHI I . __ -*,�#384 Lj I - - - __ __�� -ON- I� :: . �tl I I � -0 .. __ -ON-ON-13H--�!-- ... b . :0: __ ------ 1,-----f_- , -- ------- H-ON - ... -ON 13H EIN__ =6� a [IN-ON-ON -ON-ON-'--bH-------e- T L____ - T � --t-2m I ­- 1------- � m 11 N llulv(L�REfE - 11 ------- . ( ,�� I ��K - T T -__r---- �C7�� WL---------­�z-�----- I I . .a� . . � .00, _L 100- ­11.,L 1000- _"*� 4� N ­10j - . - .1 _� . . . . . --_ . - ----�tQ SIDEWALK I . �, � .'.Fi=;;;;: - ,:%/ '9� - . , . . .F . _---_ -IL .. � . . - - .- __ - - __ - ___ I ,a: . .- . . - . . .......... . . * ­ -- . 4 . - QQ� .;;� .1 . . . . . . . - � . . . - I < T - . . . . . . v . . ........:-------7. . V .1 . . . . . . . . . . . . - . . . . . . . . . . . . . . - 7 ! . . . . . _. I I _x_`�_ - - - - - - . . . . . .- . . . . . . . . . . . . . . - . , : 4 : � . . . . . . . . � ! * . . .. . �I 'I �I WGL7D FENCE -------------- ro . . . . . . . . . . . . . . . . . . . . . . . . . i I . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . .. . . . .� i L7RIEN T' . . . . . q - - - - - - . - - - - - - - .- . . . . " . . . . . . . . . . T � . . � . . . . . . . . . . . . � . . �. . . . . . . . , . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - I --- PROPERTY LINE 4 , . . . . � 1, . . . . . I _.:�, . . . . PEN 0, \ . . . . I * I - I . * . . I * . . . . . , * , , I �FW---.*--- . . . . . . . . . I I 8' DAK . . . . . . . . . . . �� _­� . . . . . . . . . . . . . I n . . . . . . . . . . . . . . _m . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . I . . . . . 1'�A_ A-- . . . . . . I � ��a,! -,;_�'..� E9 - .*FEE I . . . . . . . . , . < . . 40 , �' . . . --m. . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . - . - - - . . . . - . . . . - . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . 1. . . . . . . S TVP <�/ . . . . . . . . . - ..;�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROP . . . . . . . . . . . . . . . . . . . . . . . . � , . . . . . . . . . . . . . . - . . . . . . . . .. . \ . . . . . . I . . . - . , . , . . . . . . . . . . . . . . . . . . . . . . . 0, , . .. . . . .. .. . . . . . . . . . . . - I . . . . . . . . . . . . . . . . . . 7.-- - . . . . . * �_ , . * . * , , * * . . . * , . . . . . . , , * , , * , , , , , * . . , . , . . . . . . . . . . . . \ I . . . . . . . - : - : : . - * . . . . . . . . . * . . . * . * . , . . * . , . . - . . . . . . . . . . . . - . . . . . . . . � . . . . . .".I--- . - . - * - . - . - . . . . . . . . . . . . . . . . . . , . . , . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . . . . * - . . . . . . . . . . I . . ' * . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII PROPOSED WHEEL STOP . . . . . . . . � . . . . , * * . . . . . . , . * . . . . . , . , . . I . . . bf. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . - , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . V. . , . . . . . I . . . �1­ 4 v -,, . "IVA . . . . . . . . . . . . . . . . . ' . . ! . . . . . . . - - .40. * , - * - * , , , , - , , , - * - * - - , - * . . . . . . . . . . . , * * . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . .ou. . I . . . . . . - . . . . - - - : � . I . . , * * . . . . . - . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . � . . . . . . . . . . . . . P - - ' I . . . . . . . I...;......� . . . . . - - -I.-,.-.- I - . : : � : 5, . - - . . . . . . . . . . . . PRO .OSED � . .R I O.Q . . P..0 . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . SpVA, . . . I . . . : . . . . - . . . . . . - . - - : � .a..*'-, , * . , . , * . * . * , . . . ' * ' * ' . * . . . . 'HYDRANT - . . . . . . . . . . . . . . . . . . . . . . ..� . . . . . . . . . . . . . . . . . . _,�; - 1 . . . . . . . . . . . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . - . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . lo . . . - - - * ,..� . . . . . . . . . . . . . . . . . C, . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED SIGN � \ . . . . . . . : . * . : . - . . . . . . . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . < . . . . . . 1 -40 . . . . . . - * . 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S �4 62 0139�11 W M k_1 � W111 ; � I . . . . (4 194, 181 II . . I . . . . . I I . . . I . . . � I I I I _"�� i . . 0 � I , \ I � � I �. � � . . . . . . . . . . . . . % � I \ I I i � 111_A�__�_ . . . . . . . � \ � I I I k� . . . I . . . . . . . . � . . I . 1, I ; 11 I I I . I . . . . . . I . . � � I . . . . . . I � I . I . . . . � . I � I . . . . . � . . . . . . . . I �; �. 11 11 � � . . . . . I . . . . . � I %. � � � � \ < � I � I i� . . . . . . . . � I I I . . . . � I I I � . . . . . . . I . . I � ; %, I . . . . . . . . . . . . . . k� . . . . . . . I I � �. � . . . . . . . . . . . . �, � � ; � I 11 . . . I < I � k � . �, � 1�. I . . . . . . . . . . . . . I I � I . . . . . . . . . . . . . . . 11 SITE DATA TABLE I � CXIA . . I . . I . . I . . . . . �, �. \ . . . I . . . . . . . . I I I . . . . �� . .% . . . . . . I . . . . . . 11 1. SUFFOLK COUNTY TAX NUMBER(S) 1000-034-02-01 GENERAL NOTES (ALL CONTRACTOB.�J- PAVEMENT/SURFACE SCHEDULE . ('Q . . . . . . . . I . . . . 1 *,;:4- 1 1 - . . . . . . �, � I � . . . . . . . . . . . . . . 2. ZONING CLASS RESIDENTIAL OFFICE ZONE 1. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SANITARY CALCULATIONS: �� rl_� . . . . . . . . . . I I . . . 'I'D I I . . . . . - ; � I . . . � � . . I FOR SEQUENCES AND SED. SYMBOL SECTIONI/DESCRIPTION . . . . . . . 11; 3. AREA OF SITE 4.7 ACRES (204,701 SF) .� I "I'D I . . . . . . . . . . . . ,,;I- I BUILDINGS 1 THRU 4: . ;� . . . . . . . . . . . . . . . . I I ; . . . . . . �, 2. ALL CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD � 1� V--i . . . . . . 4. INTENDED USE OF PROPERTY RESIDENTIAL OFFICE CAMPUS I 11 . . . . . . . . . . . . 1-10 11 . PRIOR TO COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE (20) ONE-BEDROOM UNITS AT 150 GPD/UNIT = 3,000 GPD I I . . . . . . . . . . . . ., 11 I 11- TYPE 6 ASPHALT PAVEMENT I i . . . . . . . . . . . . . . . V-4 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) � L I . . . DRAWINGS AND FIELD CONDITIONS TO THE ENGINEER. IF CONCEALED CONDITIONS ARE 23" TYPE 3 ASPHALT PAVEMENI I� I . . . . . . I . . . . . . . 11 I . � . . � I 11 16, +/- SITE WHICH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE (20) ONE-BEDROOM UNITS AT 1 1 0 GPD/UNIT = 2,200 GPD �� I q . . . . . . . . . . I � 7. DEPTH TO GROUNDWATER - 6" RCA PROPOSED ASPHALT ; . . . . . . . . . . . . . . . . I . . INDICATED IN CUMENTS, TH NOTIFY THE ARCHITE�T PAVEMENT I �.� ,:��- � . . 1 . . . . . . . . . . I I ZONING COMPLIANCE TABLE (RO - RESIDENTIAL OFFICE ZONE) IMMEDIATELY. 21,840 SF MEDICAL OFFICE SPACE AT 0.10 GPD/SF � - � (> �> ,� . I I I . . . . . I � ]�_l [ 1-1 I 1-1 I 1-1 I I- . . 1 . . . . . . . I � . = - = i I . . . . L-A I - - - - ��������������������������-����������������:I -.10 - 6" STABILIZED SOIL I .1 ; . . . . I . . . . . . . ALLOWED (REQUIRED) 111-111-11111 I I 1-1 I I= I � %. . . . . . . . . . . . . 11 3. DRAWINGS SHALL NOT BE SCALED. IF A DISCREPANCY EXISTS OR A DIMENSION IS OMITTED, = 7,384 GPD ELELL I N, . . . � . . SANITARY FLOW I . . . I . . � . . . . %; MINIMUM LOT SIZE 40,000 SF I �, . I . . . . 1�. � 204,701 SF (4.70 ACRES) ALL NOTIFY THE ENGINEER IMMEDIATELY. I � . . . . I I I = 5.12 GPM . . . . . . . . . . 1�1 � T__A I� . . . . . . . . . . . . . . . . N, I � I . . . . I % I . I . � 4. ALL DEMOLITION SHALL BE PERFORMED BY METHODS WHICH WILL PREVENT DAMAGE TO AREAS . . . . . . . . � I it. � . . . . . . . . . . . . . . . V---A q, .MINIMUM LOT WIDTH 150 FT -595 FT . . I . I . 11 ... . . . � . . . . . m . . � . . . . . . . THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SITE . . . . . . . . . . I.%j-j�1,10J, --1111 HYDROSEED AS SPECIFIED GRASSED AREA I� 11 1�. ;� . . . . . . . . CD MAXIMUM LOT COVERAGE 20% (-40,859 SF) 12.62% (25,836 SF) O REMAIN. . . . � . . . . . . ...",­­ __-.1 * � . ,.. '..� I � . . . , , . ... ­-� -.. .. ,,_ I k I . . I .. -z UIRED TO THESE AREAS. DAMAGE THAT DOES OCCUR, SHALL BE ......I........ ... ..­­ �: *`*-..�.., " ..'.-I , . ..­:.::1*­ . - 4-(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED �� I . . . .,�%:�-.,*�.*;.�. _� a ...1,�...1;­� . J....11111 � . . . . . , , .. . :.1 "::.i 1�b,.. i . . I I. ....­...... ,­�: .� �:_� . ... '. . . . . . � I I SURFACES NOT . . I N/A POPULATION: .. . . . . . . ... . i 111-111-111-111- - OTHERW SE PAVED . I\D � . . . . . � : - " - � : - � - - "IN 39.86% (81,585 SF) NGINEER'S SATISFACTION, AT THE GENERAL . . . . . . . . . . E I - _11 I I-_ . IS[ �11 �. . . 0 -.04 COMPACTED SUBGRAIDE OR PLANTED) �� 1. . . . . . . . . . . . �., = ................,... 1=1 I 1:::--1 I 1-1 I I I I I- I . �, m . . . . . . . . � , ' ' . . . MINIMUM FRONT YARD SETBACK 50' 50.0' 1 . I I AT NO ADDITIONAL COST TO THE OWNER. 7,384 GPD - ­75 GPD/CAPITA 98.45 CAPITA . . . . . . . . . . I � 0 t . . . . . . . . . . . . . . . m I . . . . . . . ­ �i . � . . . . . . X - TOTAL) - & 50' (1 00' TOTAL) 5. THE GENERAL CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND i I It . . . . . . . * I MINIMUM SIDE YARD 15' (35 50 . . . I I � �; . . . . . . . . . 1 . . I P = 98.45 CAPITA - - 1 ,000 = 0.10 BROOM FINISH, STEEL TROWEL EDGE 1 03 . . . . . . . . . . �� I . . . I GUARDS SHORING AND BRACING IN ACCORDANCE WITH THE NEW YORK (UNLESS OTHERWISE NOTED) : I . . . . . m 1 60.0' ____�_ li � �. . � . . . . . . . . . . . . MINIMUM REAR YARD . 50' . STATE BUILDING CODE. FENCE TO BE 6 FEET CHAIN LINK AND OSHA APPROVED. . A . . A P �� �, m �; . . . . . . . . . . . . . . � I ;�� PEAK FLOW RATE: . .. � . . . I A ,d- 4" (3500 PSI) CONCRETE .1 � . . . . . . . . . . I . � . m I ILDING HEIGHT 35' HIGH (2 1/2 STORIES) 35' HIGH (2 1/2 STORIES) I . I.11 - 111-111-1.11-11�r--Ir CONC. WALK I I . . . . � . . . . . . . . k I . . . . �; . I . I . . . . . . I N/A 84.03% (3.95 ACRES) . I . . I I I . . . . . . . . . 1 . . . 1 6. WHEN REQUIRED FOR THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE = " I JEE1 I JEJ I JEJ I JEEEJ I JEJ I I::-COMPACTED SUBGRADE � I _z � . . . . . . �I MAXIMUM DISTURBED AREA - DURING THE COURSE OF WORK. PEAK FLOW RATE FACTOR (PF) = 1 +[14, (4+P-0.5)] 4.24 1=1 I 1=1 I 1=1 I.L=I I 1=1 I 1=1 r . . . . . . . . . �1, 4.24 X 7,384 GPD = 31 ,308 GPD i �% . . . . . . . . . . . . . . . . (A I � . . . . . . . . . I . . I i 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND -i . �� . . . . . . . . . . . . . . �� I ­ I ; . . . . � . . . . . I . I % PARKING REQUIREMENT MECHANICAL EQUIPMENT AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE 1 4" DEPTH OF MULCH . . . I . . %. I -111, 11-1 � . . . . . . . . . . ,� . I i I E . . 4 MEDICAL OFFICE BLDGS=21,840 SF (12 PHYSICIANS OR DENTISTS) 5 STALLS EACH =60 STALLS POINT OF CONCEALMENT BEHIND OR BELOW FINISHED SURFACES, AND SHALL BE PROPERLY ­ I 1 � EDGE PLANTING BED (4- MIN. I I . . . . . . � . . . . . .�i� I , ; __I I . . . . . . . � . 4--i- �- DEPTH) TO REMOVE ROOTS & I . . . . . I . . . . . . I . I �., RESIDENTIAL UNITS =21,840 SFAO UNITS (1.5 STALLS PER 1 BEDROOM UNIT PER 60OSF) =60 STALLS � CAPPED OR PLUGGED. REMOVED ELECTRICAL OR COMMUNICATION LINES SHALL � �_ i­ �- VEGETATION MULCHED AREAS I . . . . . . . . . I . . . . -, T`1, - - - - - . . . . � TOTAL 120 STALLS D DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX � 4-.::::: _ Ill Ill Ill 1� . . . . . . . . . . . �. = . .......f___ I � - I I �%� . . . . . I . . . . I . . �. :1 � � : I EEI I 1E1 I NEI I M I El ' COMPACTED SUBGRADE � . . . I . . . . . . . . I OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT ACTIVE AT ALL TIMES. -, ", 1=1 I =1 I 1--1 I 1=1 I -_1 I I I I . . . . . . .j�r� - I i nAl I RECEIVED I I I . . '. V fot�L ­]__._,4�1 i i ) I PARKING PROVIDED - I . I i I I ; . . _ __I I I I MDN F_ � 8. ALL CONTRACTORS SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO I I � I I - - 1k_� I .k­k 1 1 .1k ,k A __ _'_ , ---.--- ---W----W------j - 107 STALLS *IDN - - 4-------� . REGULAR STALLS � MAR 0 8 ,2022 DISRUPTION IN ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING AREAS ------ CDNCRETE LK-:: -0 - Wq ---2q�OH-ON- A.D.A. HANDICAP STALLS 13 STALLS F - - _�R_ !:�:� = DURING DEMOLITION. __ N.F-�:�OH Z-:- ON -� I.. TOTAL 120 STALLS L---5- Town � I Sout 6-1d- TY OF THE OWNER SHALL @ IM=1,-73 I Planning Board 9. MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPER """"'r_'� '""' W ,n� 4 BECOME THE PROPERTY OF THE GENERAL CO HE S 60 *3014911 0 M=13,21 79r / 0 t4_W_V-W- 10. MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER _ W__1x,_W_W-V- - -9 1ZL�'-w-w-W CONSTRUCTION OF A SHALL BE INCLUDED AS IF THEY ARE INDICATED 3/2/22 LMY REMOVED PARKING & LOADING AREA IN ON THE DRAWINGS. FRONT & SIDE YARD SETBACKS CFD 11. EACH PRIME CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE LMY ADDRESS TOWN'S COMMENTS OF 2/7/22 - CFD EVERY DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND COORDINATE SITE PLAN NOTES AND CONDITIONS: DATE BY DESCRIPTION APPROV. BY DAILY WITH THE OWNERS APPOINTED REPRESENTATIVE. 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. . 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. REVISIONS 12. A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. THE SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ENGINEER, THE OWNER OR THEIR 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, AUGUST 23, 2021. REPRESENTATIVES. 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN ASSOC.. P.C. SUFFOLK COUNTY, NEW YORK 13. ALL CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES 1 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. DURING THE CONSTRUCTION OF THIS PROJECT. IL II, GREENPORT MEDICAL OFFICES AND 14. THE GE SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES . 11 I I 11 - RESIDENCES DAMAGED BY HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL. THIS SHALL INCLUDE 11 ­ ­1 �_�Z__ � _ , AREAS WITHIN THE CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF _`5", '.11, E , REPAIRS ARE REQUIRED, NEW MATERIALS MUST MATCH EXISTING AND BE ACCEPTED FULLY BY 1 2,11, 11',�_ G 0 -/I L/ �\ PROPOSED SITE PLAN OWNER AND THE ENGINEER. � I I , -.1 . * � 15. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK. * .-ZV-- C):� I�� �., e L. K. McLEAN ASSOCIATES, P.C. 1111t� I - -BASE I I fk:�I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 16. THE GE SHALL VERIFY THAT THE CONDITION OF THE EXISTING SUB � - i�l , I .. �,_� , . ,, " I I - ­ � MATERIAL IS SUITABLE FOR USE. - , 71'� C,5 .. -W Sheet No. ",7 - / , ! , , * * * * , , . , , - - - - - - - - - - - - - - �- - - s 000 I I',- I I I - , .... ii , , , 91 , I- ,1�' THE EDUCATION LAW OF THE STATE OF NEW YORK PROHOTS %, 1� Designed By: MF/CFD Scale: AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 17. ALL CONTRACTORS SHALL COORDINATE WORK WITH OTHER CONTRACTORS. ANUD4ZTHE ACCOMPANYING SPECIFICATIONS. UNLESS IT'S t . __11 1�;_"�I I THE DIRECTION OF A LICENSED PROFESSION& 9�:114�_'� ��', I ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE .",V PROFESSIONAL UaNEER MUSr SON, SEAL. DATE AND Drawn By: MF Date: 2 18. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEAN-UP OF THEIR OWN WORK IN ALL AREAS AND DESCRIBE THE FULL D(TENT or THE ALTERATION ON THE C 4 PLACEMENT OF DEBRIS IN APPROPRIATE DUMPSTER. DRNWING AND/OR IN THE SPECIFICATION (NYS ED. LAW . Approved By: File No. 21038.000 SECTIION 7209-2). 1 RGD I I __I . \A DRAINAGE STRUCTURE TABLE I \ \ STRUCTURE NAME: RIM ELEVATION� � \ \ TION PIPES: � -•� -- rMw 75 - -16- CB 1 15.25 - - - -� ' -- O NO RTH F'OAD� \ \ \ �,8 RIM-15.80 _ 7� -6� 55 0 9 E IM-16,08 \ 498, 741 CB2 15.50 "\ \ 16.00 NE 15 HDPE =13.30 OH OH - G G '�/G G G G G GOH--G G G G G_ G --" C8 L----r_ __�'� ""_� _ -__-�_ -r CH- off oN off off off eH - off _- off - off-OH --OH �; -aF off - -- -- - - --------- _TEE, _ -- - -�--oH -ate___ _� CB4 17.23 SE 15" HDPE PIPE INV =14.00 -T-- T _T __=1 �r-�_.r----T-----r----� -fi-----T - __ T 1= -T --- 18.23 PIPE INV =15.00 N T T T T T T T T_ _ . T_--_T----T____ �- --T-- ^-T- -�- - -- -__ Ift -- -T T - - --- -- -- - - - - -- - ----- - T � - - T M17N --- - CBS NE 15" HDPE P T r T__------T-- _ "T-"" " T' .---T _G G -16- \ -17 i j- -Pe-Pe- WENT - - - " r -PE-PE •" -x \ CB6 19.13 SW 15 HDPE PIPE INV =15.00 r / \ -PE A -PE-� 1 I � / \ � \ ' VGL\AR FENCE ! / CB2 ® / -_ = _ - - - 1 _ 3- LP14/ 19- I 10' GAK / 8' OAK _ - EM 01 CB7 15.60 NE 8" HDPE PIPE INV =11.35 - A, -'�G / \ 1 / �- l -� - __ 3T - -_ /-� --20-- \ \ ----20- SE 15" HDPE PIPE INV -11.35 `/ ,16 CB4 \�� z�� l w � C68 14.60 NW 15" HDPE PIPE INV =11.35 C.=17.00 / CB9 12.10 \ ( C R B.C.--16.50-' T.C.=�7�45 19 6. 44 CIA o- c° ( \ \ \ 16. 0 / - 18 N 8" HDPE PIPE INV =12.65 -17 \ 1 -� \ �\ \ �- \ �2s \ T.C.=17.2 B.C.=16.9 ASPVA- C810 15.90 W 15" HDPE PIPE INV =12.65 B.c.=16. \ 1 B5 CB6 3 1 r \ / C811 15.70 E 15" HDPE PIPE INV =12.45 �-te11DPe ts"rdoPe---t te'1cF� t ® 1 \ SE 15" HDPE PIPE INV =12.45 VIM \ \ - u " ��� � / / (` 1 /I 5.z CB12 15.70 NW 15 HDPE PIPE INV =12.45 / / ) �_ / /\ > �-- -21� \\ �/ Y •� 8 9\ 6- \ ra W 15" HDPE PIPE INV =12.45 r - j`�=�\� J I I I / \ \ ` GRNC 0,6'� CB13 13.90 �/ ` �/ 6- t \ CB14 15.00 SW 15" HDPE PIPE INV =11.75 1 _ j �- / / / B.C.=16.77 / -pE � C815 17.10 N 15" HDPE PIPE INV =13.85 / / F / C � ✓ / =18.24 �� 1 CB16 16.20 B.C.=17.5o PROPOSED BLDG. #2 �c.=1s.2s PROPOSED BLDG. #3 O I CB17 16.20 N 15" HDPE PIPE INV =12.95 1 ST FLOOR 4,847 SF B.c.=n.7s r. . 1s.o2 1 ST FLOOR 4,847 SF _ B. 18.52 <<J''"� w C618 ,g pg NW 15" HDPE PIPE INV =14.84 T.c.=1531 MEDICAL OFFICES i MEDICAL OFFICES LP17\`/� $N � €t SW 8" HDPE PIPE INV =14.84 � 2ND FLOOR 2ND FLOOR 1 � C819 18.93 NW 15" HDPE PIPE INV =15.68 C.=16.13 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN ° 1"� CB2o w / S 17.00 C.=15.63 451 --600 SF 451 --600 SF ' I T.C.=17.97 T.C.=18.90 1g �� � � BL,�G 1'� 1.gPl~ Cg21 15.56 SE 15" HDPE PIPE INV =14.20 T 1 5 HOUSING UNITS B.C.=17.47 B.C.=18.40 5 HOUSING UNITS RLD6 NW 15" HDPE PIPE INV =11.35 CB21 / � � •c.=1 so � LESS THEN 450 SF �,, o> LESS THEN 450 SF 6.» � � LP1 15.10 SE 15" HDPE PIPE INV =11.35 I t I r r / T.C.=1556 (F.F.E.= 18.0�) \ LP15 (F.F.E.=1 9.0') = T T,y 0 0• � LP2 15.26 NE 15" HDPE PIPE INV =11.75 I I ' I / -PE-PE-PE T.C.=18.90 / $1 B.C.=18.40 � * LP3 16.43 E 15" HDPE PIPE INV =12.45 RIM=I6.Q � I I I I I I l / T.C._1 0 T.C._17.70 ; \ � B.C.=18.40 � /T. .=18.90 .\ 6 T.C.=17.00 B.C.-16. B.C.-17.20 17 / C �Tf`,p 3 LP4 15.96 SE 15" HDPE PIPE INV =12.45 I - ' 1 ' / Tc J B.c.-1s.5o T.C.=1s. ROOF OVERHANG &.=17.9�O T.c. 1 .9 ROOF OVERHANG =1s.ss 8-6. \ _ i I I B.0= 5.70 T.C.=16.98 B.C.=16.45 / B.C.=17.40s 1 B.C..�1 .40 .=18.38 01/ LP5 16.56 SW 15" HDPE PIPE INV =12.45 / w� I I I I I I B.C.=16.48 / / \ / T.C.= 8 39 _ / / J CB19 LP6 16.33 NW 15� HDPE PIPE INV =12.45 T.B.C.=16. .=17 1B.C.=17 / I (� T.C.=18.80 B C•=18.95 / I \ \ 7�� NE 15 HDPE PIPE INV =12.45 \ .34 B.C.=18.30 =17.00 T.C.=16.90 T.C.=16.90 ) 17•34 LP16 TC.=18.71 19 1 18.45 / 1 I 1 1 - 35 LTsO 0 LP7 16.30 E15""HDPE PIPE INV =12.45 1 B.C.=16.50 7 / / 1 / 1 15 HDPE PIPE INV =12.45 ('1r1 t I I I I I LP21 \ \ro B.C.=16.40 B.C.=16.40 / \1 l =17.75 B.C.=18.21 T.C.=19.35 l N No 6. µme„ T.C.=16.5b'/ s� \ B .=17.25 00 L B.C.=18.85 \\\ l 1 I\ 03" - SW 15" HDPE PIPE INV =12.45 �/ -� C.=19.35 /) -&zN LP8 16.68 t B.C.=16.00 _/ � � � T. .=1 .70 \ / -� T.C.=18. 5 -- -- + --15-� r,C•=,7.28 _ B.C.=18.25 NE 15" HDPE PIPE INV =12.45 B.C.=16.78 17 B .=1 .20 B.C.=170 =18 d LP _J �. s : _ 9 17.06 SW 15" HDPE PIPE INV 12.45 1 t T.C.=17.20 6- (1 B.C.=16.70 / C.�tiJ / C.-18 9 \ \ E 15" HDPE PIPE INV =12.65 `/ 6.75 \ T.C.=16.45 B.�8 \ 19 ® LP10 16.21 LP11 B.C.=16.25 B.C.=15.95 �'oo \ -//� o \�-- T.C.=,/9.6 _ // \ , SW 15" HDPE PIPE INV -12.65 =16.98 / 15 /' T.C.=19.95 LP11 16.38 NE 15" HDPE PIPE INV =12.65 B.C.=17.20 l 1 i / 8 Z/ / C.=16.48 „oo 1 i dC.=19.1 O 1 t I I Ir T.C.=17.00 C615 C 1� �- V B.C.=19.45 CB10 / - B.c.=1s.5o / /�/ 18?FT- = C.=19.00 1 SW 15" HDPE PIPE INV =13.30 T.C.-16.70 =17.55 17 ,91� -1 18.00 \ LP13 16.60 SE 8" HDPE PIPE INV =13.30 �� \ / \ B.C.=16.20C.=17.05 T.C.=18.00 /� / BC.-18.10 T ^� ��� ,� - \ I ' I I h ' I ���T-G­16M__ B.C.=17.50 i / B: �g�� / I 1 sj \ LP14 18.53 NW 15" HDPE PIPE INV -14.00 'A\-7 ' - 6 ' ' I I I I I > T-C B.C.=16.42 I / C. 18.�F3 _ \9 �� » " 6' R r. r_t n _ T.C.=17.50 T.C.-18.5 LP15 17.78 SE 15 HDPE PIPE INV =13.85 T T w T T T T T T T T T-�-1f T T T T T�-T T T = T T T T T 6. / T C-16 90 -� -� -� B. 17.1 -�e-C- 'tea S 15 HDPE PIPE INV =13.85 B.C.=16.40 T.C.=17.54 \ _"25 B.C.-17.90 B.C.=17.94 �J' �`• LP16 17.43 NE 8" HDPE PIPE INV =13.85 I I I I I VBT_CC-==16.1O 16.60 T.C.=16.85 T.C.=18.00 \\ / T.C.=19.10 .=1830 76 B.C.=16.35 B.C.=17.04 B.C.=17.50 ��\� -._-�/ I / / a J=19.30 NW 15" HDPE PIPE INV =13.85 \ / T.C.=18.4718.6 \ LP17 19.60 SW 8" HDPE PIPE INV =15.68 LP1 r.c.=ls.s0 s s s s s s - s s B.c.= o T.C.=16.40 STC-TB• �S' s_.- ��s =77�JT s sO T.C.=19.13 t B.C.-16.10 B.C.=15.90 B.C.-17.06 B.C.-17.50 B.C.-17.50 B.C.= 7.82\ - T.C.=18.52 SE 15" HDPE PIPE INV =15.68 \ t I I I \ / I T.C.=17.98 J T.C.=18.27\-_ 20 / T.C.=18.40 B.C.=18.02 B.C.=18.63 -+ , - f T.C.=1 36 T.C.=16.43 B.C.=17.48 - 18 B• •=17.90 9 6' \ S 15" HDPE PIPE INV =12.95 / r£3 I I C.-17.77 \ �V I I ' PROPOSED BLDG. #1 B.C.=1 .86 \ B.C.=15.93 C=800 T.C.=17.70 r I LP18 16.74 NE 15" HDPE PIPE INV =12.95 / I I I CB11 / LP7 LP8 LP9 �e C B.c.=17.7o w y / » + ` I 1 ST FLOOR 4 847 SF C� /1 T.C.=17.95 L 19 \\ LP19 17.04 SW 15" HDPE PIPE INV =12.95 t ' Z ` + \ \ \ B.C.=17.45 T.C.=17.50 �_-E E�� � T.C.=1 .70 NE 15" HDPE PIPE INV =12.95 Lab I I MEDICAL OFFICES = / °''°'�--1 r.,o,, / j-.+HDPE-1 e.c.=17.5o B.C.=1 .20 l LP20 17.56 SW 15" HDPE PIPE INV =12.95 '► 2ND FLOOR \ \ / / / i-17- ., 6 elf » I t1 `/ _ _ \ \ -'-� -� 6 _ \ '^ LP21 16.10 NW 15" HDPE PIPE INV =14.20 t�� � � �� � � CB8 � 5 HOUSING UNITS � -- 16- _ - � - - - _ _ - - - -- - _ _. _ - � - _-� - -,s - � � 1 �1� - - - -T.C.=18.00 J 6 � / 6. NW 15" HDPE PIPE SE 15" HDPE PIPE IINV =1484 BETWEEN c rC.=17.60 -16- LP22 NV =14.84 18.65J _ - - - - - 7.10 = - - - J� PROPOSED BLDG. #4 J 451 600 SF O -15- - - LP6 _/� _ B.c. 17.50 _ 16 _ ___ - - ��� _ 0 1ST FLOOR 4,847 SF , � 5 HOUSING UNITS -� / -\ \ 6y \ LP23 18.71 SE 15" HDPE PIPE INV =14.84 - O T.C.=16.60 S'F�PE� \ rC.- 50 - - rn O / LESS THEN 450 SF - B.c.=1s.10 1-' \ 1 LP5 �16� ' e.c.-i7.00 r.c. �7s� r.c.-18.4o r.c.=1 .10 i -TI MEDICAL OFFICES - 1 I �'` B.C.=17.30 B.C.=17.90 2ND FLOOR LP23/ t s r.cs.7� - f B.c.=1 .60 \ 5 HOUSING UNITS l » �, {F.F.E.=17.0 '� B.C.=16.27 r.c.=17. a r. . 17.ss T.C.=18.57 y m B.C.=}7.08 ` T.C.=17. B.C. 1I7.38 T.C.=17.85 \ B.C.=18.07 T.C.=18.68 O f T.C. 16.42 T.C.=16.80 / B.C.=17.os B.c.=1s.18 cO BETWEEN B.C.=16.30 ^ � B.C.=17.35 B . 15.92 / 1 \ o' s 17 ,�P1� T.C.=18.55 \ _ 4�J' 1 "'-600 SF 3 1 T.C.=16.76 ( LP20/ B.C.=18.05 O 4 /:T .60 B.C.=16.26 6� I / > T.C.= 4 T. 16.90 \ \ \ '' Z 5 HOUSING UNITS '' \ I I 1 < - / T.C.=18.64 `+ f B.C.= 6.10 \ f �6 T.C.-17 10 B.q,-1 .44 /B. . 1s 40 B.c.=1s.14 \ LEGEND i B.C. 1660� r.c=1 .o \ r \ \ LESS THEN 450 SF o I t \ LP4 / / LP18 / / �, F.F.E.--20.0' T.C.=19.0 ��_ CIA FS T.C.=16.40 T.C.=17.13 / ! I T.C.=16.86 T.C.=18.40 B.C.=18.5 { / » I PROPERTY LINE f �-1 w-w- -� B.C.=15.90 6 _�16 IIIvYYY B.C.=16.63 RI EL B.C.=16.36 B.C.=17.90 T.C.=19.30 16.20� T.C.=17.53 B.c.=18.80 \ \ 10 PROPOSED CONTOUR I a ` - �-- _ B.C.=17.03 - � �� LP3 \ �--- �C.-1-6-�1 16 '/�T.c/1 so -- 16 � �' 15 _ 15\� T. •- gam- 17 LP22 I (� - -1 1 .0 - - EXISTING CONTOUR I `/ B.C.=16.21 _�-_- 14 - -$G 40 \ £.- 8 63 16 M \CB1 14- T.C.=16.80 CB17 i - --- I p I r /1\ -15 B.c.==155.75_ - E E-E E - - B•c=16.3 - _ - PROPOSED GRADING LIMITS ® _ / - - - ��-16- ' M� SOIL BORING LOCATION 16- T.C.=16.96 1j _E _ -� _--18-� '�- o<o `/ CB18 / \ Eta I T.C.=1 �,, 16 7� .C.=16.80 B.C.=16.46 B.C.=18.7 t 17 CB9 B.C.=14.10 -� -16- f t _ 1 I t -15 -o -o ,t \ o� PROPOSED CONCRETE CURB _16- t - - T.C.=17.10 \ 18"► - PROPOSED 15" HDPE DRAINAGE PIPE 1\/� CB14 - - B.C.=16.60 \ T = 2° � -D PROPOSED 8" HDPE ROOF DRAINAGE PIPE T.C.=16.808. m B.C. 16.30 ro =18.70 \ t -19--� I \ )LP2 - - T.C=1s.2o '`� 8- ,�'8. `9 I ,.�- \ 8. > i- PROPOSED 100 LEACHING CATCH BASIN T.C. =16.80 6� 1p. 1 O S B.C.t.16.30 ` s\ 1 ; PROPOSED 10'0 DRAINAGE LEACHING POOL ,g i `� � 5-- ;, q , -16 ` f 1�i - rw \r PROPOSED SANITARY MANHOLE 1 I CB13 4 r.c.=15 8 16 / IExs e t c B.C.=15. 8 �6» - 16- - Js s PROPOSED SANITARY PIPE .. ., 16 .. r _.._ .,... 17 " - � � _ ICE � R \ � ,--18-- � �`�� �� ' w PROPOSED 2" DOMESTIC WATER S__ __ ( ERVICE » � _--- js® =1\ -e"w�+- PROPOSED 6" WATER MAIN pv FED~ if �a' F1�' r��� .�� "•. "'P% gr3•„ _ ld..! •,v M .! F' .S'TKV r`E`N,-E as # A f F{, '" ®"""'_ ,t..S,Sa .7, °�,"--..r.- (..S. FF;AV .� dr <}� .___..... �_ trb,.cl f<',P.,f."�°' � ,. � .� I r ASH SfIE r �, � » s» �� _ / - - PROPOSED 4" FIRE SUPPRESSION SERVICE -� � •�� uE1r � �11 / \ \ -T- PROPOSED TELEPHONE LINE IQ S 62 20 3 9 W 352, 651E �\ / a ?, ' c PROPOSED GAS LINE S 62 ,�0 39 W1 E PROPOSED U.G. ELECTRIC 194, 18 -. ta -PE- PROPOSED U.G. PRIMARY ELECTRIC PROPOSED LIGHT POLE I � PROPOSED TRANSFORMER REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: Cl CB10 CB15 CB20 CBI \ a � O, LIGHT POLE PERVIOUS (VEGETATED) = 4,400 SF IMPERVIOUS (ASPHALT) = 5,600 SF IMPERVIOUS (ASPHALT) = 2,780 SF PERVIOUS (VEGETATED) = 4,800 SF 73.33 CF REQUIRED ��' -(} UTILITY POLE C=(4,400 X 0.1)= 440 C=(5,600 X 1)= 5,600 C=(2,780 X 1)= 2,780 C=(4,800 X 0.1)= 480 (1) 10'0 x 2' DEEP LEACHING POOL = 68.42CF/VF X 2 = 136.84 440 X 2"/12" (RAINFALL)= 73.33 CF 5,600 X 2"/12" (RAINFALL)= 933.33 CF 2,780 X 2;�12" (RAINFALL)= 463.33 CF 480 X 2"/12" (RAINFALL)= 80 CF TOTAL DRAINAGE PROVIDED = 136.84 CF UTILITY LIGHT POLE C TOTAL STORAGE REQUIRED = 73.33 CF IMPERVIOUS (SIDEWALK) = 1,000 SF IMPERVIOUS (SIDEWALK) = 800 SF TOTAL STORAGE REQUIRED = 80 CF �6\ ' 0 TRAFFIC SIGNAL POLE C=(1,000 x 1)= 1,000 C=(800 X 1)= 800 C82 CB2 1,000 X 2"/12" (RAINFALL)= 166.67 CF 800 X 2"/12" (RAINFALL)= 133.33 CF C821 73.33 CF REQUIRED - PERVIOUS (VEGETATED) = 4,500 SF IMPERVIOUS ASPHALT & CONC.) = 5,000 SF (1) 10'0 x 2' DEEP LEACHING POOL = 68.42CF/VF X 2 = 136.84 '" IMPERVIOUS (ROOF) = 43,200 SF IMPERVIOUS (ROOF) = 5,931 SF ( W N C=(4,500 X 0.1)= 450 ( )_ C= 5,000 X 1 - TOTAL DRAINAGE PROVIDED = 136.84 CIF e� SANITARY MANHOLE C=(3,200 X 1)= 3,200 SF C= 5,931 X 1 - 5,931 ( )- 5,000 GAS VALVE 450 X 2"/12" (RAINFALLZ 75 CF 3,200 X 2"/12" (RAINFALL)= 533.33 CF 5,931 X 2`12" (RAINFALL)= 988.5 CF 5,000 X 2"/12" (RAINFALL)= 833.33 CF C83 TOTAL STORAGE REQUIRED = 75 CF PERVIOUS (VEGETATED) = 2,800 SF PERVIOUS (VEGETATED) = 430 SF TOTAL STORAGE REQUIRED = 833.33 CF 698.33 CF REQUIRED ' "' SIGN O CB3 C=(2,800 X 0.1)= 280 C=(430 X 0.1)= 43 (2) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 12 = 821.04 otr CONIFEROUS TREE IMPERVIOUS (ROOF) = 3,200 SF 280 X 2"/12" (RAINFALL)= 46.67 CF 43 X 2"/12" (RAINFALL)= 7.17 CF TOTAL DRAINAGE PROVIDED = 821.04 CF ' ' 1�8 ' �ji C (3,200 X 1) 3,200 TOTAL STORAGE REQUIRED = 1,680 CF TOTAL STORAGE REQUIRED = 1,593.33 CFC84 a \ DRAINAGE MANHOLE 3,200 X 2"/12" (RAINFALL)= 533.33 CF CB11 CB16 7112.83 CF REQUIRED PERVIOUS (VEGETATED) = 9,900 SF IMPERVIOUS (ASPHALT) = 13,500 SF IMPERVIOUS (ASPHALT) = 2,720 SF \ ' RECTANGULAR DRAIN INLET C=(9,900 X 0.1)= 990 (2) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 12 = 684.20 ' C=(13,500 X 1)= 13,500 C=(2,720 X 1)= 2,720 TOTAL DRAINAGE PROVIDED = 821.04 CF I Data; 111af22 ROUND DRAIN INLET 990 X 2"/12" (RAINFALL)= 165 CF 13,500 X 2"/12" (RAINFALL)= 2,250 CF 2,720 X 2"/12" (RAINFALL)= 453.33 CF to ) TOTAL STORAGE REQUIRED = 698.33 CF IMPERVIOUS (SIDEWALK) = 3,880 SF PERVIOUS (VEGETATED) = 320 SF CB5 & CB6 � rS FIRE HYDRANT CB4 C=(3,880 X 1)= 3,880 C=(320 X 0.1)= 32 121.67 � I O IMPERVIOUS (ASPHALT & CONC.) = 4,230 SF 3,880 X 2"/12" (RAINFALL)= 646.67 CF 32 X 2"/12" (RAINFALL)= 5.33 CF (2) 10'0 x 2' DEEP LEACHING POOL = 68.42CF/VF X 4 = 273.68 (�(`((JJ �" WATER VALVE / C=(4,230 X 1)= 4,230 PERVIOUS (VEGETATED) = 4,400 SF TOTAL STORAGE REQUIRED = 458.66 CF TOTAL DRAINAGE PROVIDED = 273.68 CF O OUND EL. 18.0 WATER METER U) 4,230 X 2"/12" (RAINFALL)= 705 CF C=(4,400 X 0.1)= 440 CB7 & C88 ' Brown clayey sand sc (D TELEPHONE MANHOLE PERVIOUS (VEGETATED) = 470 SF 440 X 27/12" (RAINFALL)= 73.33 CF CB17 658.33 \ C_ TOTAL STORAGE REQUIRED = 2,970 CF IMPERVIOUS (ASPHALT) = 11,600 SF a C=(470 X 0.1)= 47 C=(11,600 X 1)= 11,600 (3) 10'0 x 4' DEEP LEACHING POOL = 68.42CF/VF X 12 = 821.04 f� ` I , i 16.0 -------- 2' DECIDUOUS TREE � 47 X 2"/12" (RAINFALL)= 7,83 CF CB12 11,600 X 2"/12" (RAINFALL)= 1,933.33 CF TOTAL DRAINAGE PROVIDED = 821.04 CF o TOTAL STORAGE REQUIRED = 712.83 CF IMPERVIOUS (ASPHALT) = 7,190 SF IMPERVIOUS (SIDEWALK) = 920 SF CB9 � o C=(7,190 X 1)= 7,190 C=(920 X 1)= 920 113.17 coW CB5 & CB6 7,190 X 2"/12" (RAINFALL - 1,198 CF 920 X 2"/12" (RAINFALL - 153.33 CF68.42CF/VF1 ' + PERVIOUS (VEGETATED) = 7,300 SF )- )- (1) 10'0 x 2' DEEP LEACHING POOL = X 2 = (� C=(7,300 X 0.1)= 730 PERVIOUS (VEGETATED) = 130 SF PERVIOUS (VEGETATED) = 600 SF TOTAL DRAINAGE PROVIDED = 136.84 CF J a _ C= 130 X 0.1)= 13 C=(600 X 0.1)= 60 4-' TOTAL STORAGE(REIQUIR D =26121.67.67 FCF 13(X 2/12" (RAINFALL)= 2.17 CF 60 X 2/12" (RAINFALL)= 10 CF C810 I` TOTAL STORAGE REQUIRED = 1,200.17 CF TOTAL STORAGE REQUIRED = 2,096.67 CF 1,680 O C87 & CB8 (3) 10'0 x 9' DEEP LEACHING POOL = 68.42CF/VF X 27 = 1,847.34 / Brown tine to coarse sand with 10-20°6 gravel SW U IMPERVIOUS ROOF CB13 CB18 TOTAL DRAINAGE PROVIDED = 1,847.34 CF 1 a(ROOF) = 3,200 SF / C=(3,200 X 1)= 3,200 IMPERVIOUS (ASPHALT) = 1,400 SF IMPERVIOUS (ROOF) = 6,400 SF CB11 I 3,200 X 2"/12" (RAINFALL)= 533.33 CF C=(1,400 X 1)= 1,400 C=(6,400 X 1)= 6,400 2970 - - PERVIOUS (VEGETATED) = 7,500 SF 1,400 X 2"/12" (RAINFALL)= 233.33 CF 6,400 X 2"/12" (RAINFALL)= 1,066.67 CF C=(7,500 X 0.1)= 750 PERVIOUS (VEGETATED) = 1,000 SF PERVIOUS (VEGETATED) = 2,000 SF (6) 10D x 8' DEEP LEACHING POOL 68.42CF/VF X 48 3.284.16 a _ TOTAL DRAINAGE PROVIDED = 3,284.16 CF 750 X 2"/12" (RAINFALL)= 125 CF C=(1,000 X 0.1)= 100 C=(2,000 X 0.1)= 200 TOTAL STORAGE REQUIRED = 658.33 CF 100 X 2"/12" ,RAINFALL)= 16.67 CF 200 X 2;/12" (RAINFALL)= 33.33 CF CB14 - 16 U TOTAL STORAGE REQUIRED = 250.00 CF TOTAL STORAGE REQUIRED = 1,100 CF 1,200.17 / CB9 (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1,231.56 ► �' �t7PJ 1 to PERVIOUS (VEGETATED) = 2,200 SF C814 CB19 IMPERVIOUS ASPHALT = 4,390 SF IMPERVIOUS TOTAL DRAINAGE PROVIDED = 1,231.56 CF C=(2,200 X 0.1)= 220 (ASPHALT) - (ASPHALT & SIDEWALKS) = 3,750 SF I _Mf1 _ __ _ _____ _____ __ V - --- --- 220 X 2"/12" (RAIN ALL = 36.67 CF C=(4,390 X 1)= 4,390 C=(3,750 X 1)= 3,750 CB13 rIN ��` - -- - -- BpN�{� TE SIitSWALK� -�� yy _ F �. OH off OH OH OH- E TOTAL STORAGE REQUIRED = 36.67 CF 4,390 X 2"/12" (RAINFALL)= 731.67 CF 3,750 X 2"/12" (RAINFALL)= 625 CF 250 -__-_-- --`SOH' off- p PERVIOUS (VEGETATED) = 5,000 SF IMPERVIOUS (ROOF) = 3,200 SF (1) 10'0 x 4' DEEP LEACHING POOL = 68.42CF/VF X 4 = 273.68 - 1.9 U C=(5,000 X 0.1 500 C= 3,200 X 1 3,200 TOTAL DRAINAGE PROVIDED = 273.68 CF ----- 16.T Water in brown tine to coarse sand with 10-20% ravel SW 500 X 2"/12" ,RAINFALL)= 83.33 CF 3,200 X 2"/12" (RAINFALL)= 533.33 CF O / / �' � �h9=1'2°73 1.0 1T � N TOTAL STORAGE REQUIRED = 815.00 CF PERVIOUS (VEGETATED) = 1,250 SF C814 S 6 0 30 4 9 C=(1,250 X 0.1)= 125 M-13,Rl �� �0 /�® 125 X 2" 12" (RAINFALL)= 20.83 CIF (2) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 12 = 821.04 KNA PP PLACE 4 ' _ �f TOTAL STORAGE REQUIRED = 1,179.16 CF TOTAL DRAINAGE PROVIDED = 273.68 CF - a - w w W w W TEST HOLE r-- W w w w W W x 1,59 - - _W w w w w W W W W N.T.S. NIAR 0 un 2022 1,593.33 (3) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 24 = 1,642.08 Sout old Town L Planning Board TOTALDRAINAGE PROVIDED = 1,642.08 CF p CB16 Q 458.66 C_ (1) 10'0 x 7' DEEP LEACHING POOL = 68.42CF/VF X 7 = 478.94 TOTAL DRAINAGE PROVIDED = 478.94 CF SITE PLAN N CB17 2,096.67 SCALE: 1"=20' 3/2/22 MF AS PER COMMENTS FROM TOS CFD O (4) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 32 = 2,189.44 O TOTAL DRAINAGE PROVIDED = 2,189.44 CF 0 20 40 DATE BY DESCRIPTION APPROV. BY O CB 18 Feet 00 1,100 REVISIONS O (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1.231.56 _ TOTAL DRAINAGE PROVIDED = 1,231.56 CF TOWN OF S O U T H O L D N C819 / 1,17s.1s SUFFOLK COUNTY NEW YORK E Zn (2) 10'0 x 9' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1.231.56 0 U TOTAL DRAINAGE PROVIDED = 1,231.56 CF GREENPORT MEDICAL OFFICES AND O � o C820 RESIDENCES L 80 O n (1) 10'0 x 2' DEEP LEACHING POOL = 68.42CF/VF X 2 = 136.84 _ � TOTAL DRAINAGE PROVIDED = 136.84 CF .��0 V GE©✓ � GRADING & DRAINAGE PLAN r`. sC8213 �'` y0� /9 ?- N N (2) 10'0 x 7' DEEP LEACHING POOL = 68.42CF/VF X 14 = 957.88 NTOTAL DRAINAGE PROVIDED = 957.88 CF Gz ! L. K. McLEAN ASSOCIATES, P.C. i I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 C) ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS t� 4; Designed B Sheet No. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBrrs \AJ'\� yo9Fi� �` 9 y; MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 1 G' __ ,n". ' L UNDER THE DIRECTION OF A LICENSED PROFESSIONAL t C j THE PPRROOINEER, WHERE SUCH FESSSONAL ENGINEER MUST SIGN, SEAL, DATIONS ME TE AND Drawn By: MF Date: JANUARY 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AlIN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21 038.000 (n w _`w—w—w w W w W- w w mow--y—W-----, w W w w -w w W w w- w w W W- w-----w w W w ,, w__,...,—._ w w—w—W—W_W`_W w—w—w W w- w------W--w w _w W w— w—w—W-----w W R w W` w- w�--- w w w—w-----w--w W w " " w W _W ,µ—_ ," w w W----- W--- _W w— w w---w—w sti s o „ NCR TH f�' AD RIM-15.75 N 61550 9 E = cv, Jim 498, 74 RIM-1�Ett IM J6A8 r r c as c G G as G c G G G G G G G o G c c J G G G G G c G G G to Dr1 off of I a� _ _T,------T T T L.�—__ L_ __T— ai t�i L f ! Chi CH Qi ON tki OH ti [! RF! 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I✓OW FENCE10' OAK ST11R `� 1 ,-' / \ \ PROPOSEDPROPOSED ® r-1s•HDPE---J HYDRANT6 WATER 46- MAIN0 2 \ 1 ® LAI 1-15••HDPE-15••HDPE-15•'HDPE 15••HDPE-15•HDPE 15••HDPE y Q�r "IMIrf-6"1MIr1-6"".w 6"YMM--B"YY11---8 "YYI�-8"INIF-8 \ / \` / 6• /I� 6� t � is � o , O O —E E O U \ PROPOSED BLDG. #2 ( ( PROPOSED BLDG. #3 ® 1ST FLOOR 4,847 SF o 0 1 ST FLOOR 4,847 SF D D D�/ .---- / MEDICAL OFFICES MEDICAL OFFICES - 2ND FLOOR 6- 0 2ND FLOOR 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN \ SHED w 451 -600 SF 451 -600 SF / 5 HOUSING UNITS o 0 5 HOUSING UNITS % LESS THEN 450 SF LESS THEN 450 SF 6. \ F.F.E.=18.0' I I (F.F.E.=19.0') �, T�ly 0,91E ( ) o \ o RIM=16,0 I —�E—�— —� t \ c N 1p ROOF OVERHANG ROOF OVERHANG t eoo \ / BLDG 0,�°E Id 0, `� } n / t kp o \ 6. to f .°°. D— D­D—Dj� D 6 !Y \ I E vQ = T T. T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T 06• 'P�c —0—C-0—C-0-0-0—G—O —O—G—G —G-0-0—G —aaa--0-0 —0-0-0-0 —C C � F S S S S s S S s 8-9-8 S s s S s s S S S S S s S S S s S L6 N N I r?m PROPOSED BLDG. 1 +- 1 ST FLOOR 4,847 SF o ,; m MEDICAL OFFICES a ,SHDa� \ E---� 15•HDP 15'HDP } / \ 2ND FLOOR \ � \— / \� / '° ., 6- -�r . 5 HOUSING UNITS `'' tt \ > _ 0 1 ` / BETWEEN o PROPOSED BLDG. #4 /I\6' �-- ---- 451 -600 SF L1- \ / �\ 0 1ST FLOOR 4,847 SF I ; 5 HOUSING UNITS o 6' �- 15•HOPE--1 �° -I MEDICAL OFFICES LESS THEN 450 SF 2ND FLOOR b (F.F.E.=17.0 ) i � 5 HOUSING UNITS t BETWEEN \ / / \ f \ \ ,SHDPE---t \ 0 5 HOUSING UNITS o Nilt \ T_ HDPE F_ \ LESS THEN 450 SF I ` } (F.F.E.=20.0') e--i FS IS w—w—w— I 'S'• I E—E—E—e—e—E—E--E st!I °oo o �f VA S t •'F,° W I tut �t 8- ! } t psi E--E--E--E � - 1 10E a 1 e�((+{�pp qq p_ �_//((_^yy� [q ry .#^�__ a _$_ pyqr't v `4 w r'a I A �0"6- F FN �= — 1 1'£+Jt "Ex i.„,`.r a Lg•IP� Y6m Ad d ` _ .A Rf F"" ' d 4 6s f L.''b..,p. (f,.i,'Yt .€' .!'�w 6 w� �� yy� a 6 s._.�,.✓ , . ° r C 1 ~ � 6• _ t 7 ..•et ii � I 11 I P � t} (Sy HED 00o f X �j'g .ro / 1 ' Cj £°' I\ S 6202013911t� a ` W 35�, 65 � I 1 ��� � � S \ 6 2 ,80'3 9?' W 1194, 181 LEGEND. UTILITY NOTES. -- PROPERTY LINE 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE UTILITY COMPANY I l PROPOSED CONCRETE CURB `Q 2. ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG 0 —,5"HDPE— PROPOSED 15" HDPE DRAINAGE PIPE 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR °- D PROPOSED 8" HDPE ROOF DRAINAGE PIPE T 4. SEE LIGHTING PLAN FOR SITE LIGHTING I I 1 PROPOSED 100 LEACHING CATCH BASIN (CURB) 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND I 3 a \ \ \ 7D METER ON SITE. t ' PROPOSED 10'0 DRAINAGE LEACHING POOL 6. THE CONTRACTOR SHALL INSTALL METER VAULT, RPZ'S, RPZ VAULT AND ALL WATER SERVICES ON SITE (FROM METER VAULT TO EACH BUILDING) N. ® PROPOSED 10� LEACHING CATCH BASIN 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. o 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT ® PROPOSED SANITARY MANHOLE OF HEALTH u O 10. WATER SERVICE SIZING: I (`� ' '" GIN L s PROPOSED SANITARY PIPE o (Y] \ \ c W— PROPOSED 2" DOMESTIC WATER SERVICE 10.1. FIRE - 4" ' p u —�— PROPOSED 4" FIRE SUPPRESSION WATER SERVICE 10.2. DOMESTIC WATER - 2" � —e"w►�— PROPOSED 6" WATER MAIN 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID T PROPOSED TELEPHONE LINE -� 12. FIRE & WATER GATE VALVES AND VALVE BOXES: VALVES SHALL BE PROVIDED IN ACCORDANCE WITH c PROPOSED GAS LINE AWWA STANDARD C-509 FOR GATE VALVES FOR ORDINARY WATER SERVICE. VALVES SHALL OPEN TO I t > THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES U E PROPOSED U.G. ELECTRIC SHALL BE NON-RISING STEM, RESILIENT WEDGE (REQUIRED WITH 16••VALVES AND SMALLER) OR DOUBLE \ —PE— PROPOSED U.G. PRIMARY ELECTRIC DISC, IRON BODIED, BRONZE MOUNTED OF THE RUBBER ENCAPSULATED GATE TYPE. STEMS AND STEM NUTS, GATE AND BODY RINGS, WEDGING DEVICES, THRUST BEARINGS AND PACKING GLANDS SHALL BE $ ` ` RECEIVED Q PROPOSED LIGHT POLE MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF ` t E THE MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 IRS OR APPROVED EQUAL. I \ h4AR C 0 2022 u M3 PROPOSED TRANSFORMER 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH u ` `� t+t. -i 3N -- a� Southoi Town Ln 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE _ _ -�_ _ _.._--------------------�- ---- t - 0-1 LIGHT POLE BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET OF COVER OVER THE 3N - -� - CONCRETE SIDEVALK off o+ ` ' Planning Board -O- UTILITY POLE PIPE. THE MINIMUM THICKNESS OF THE METAL OF THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS ------- ____� t�—I UTILITY LIGHT POLE SHALL HAVE "WATER" CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH BLACK TE -- x 0 TRAFFIC SIGNAL POLE ASPHALTUM PAINT. S 6 0 �3014 ,91 �M 1273 —w w_-__ --- W w SANITARY MANHOLE KNAPP PLACE M-13.21 �___ W W______w W______W W W W w------ o �} C� W �w W w w w w w w n GAS VALVE W�W w w W� _9Wz . � �' SIGN w-----w w w----w w w._____`w--W----- °� CONIFEROUS TREE ® DRAINAGE MANHOLE 3 2 22 MF AS PER COMMENTS FROM TOS CFD o RECTANGULAR DRAIN INLET DATE BY DESCRIPTION APPROV. BY 0 ROUND DRAIN INLET REVISIONS o FIRE HYDRANT 0 WATER VALVE SITE P LA N TOWN OF SOUTHOLD N ® WATER METER SCALE: 1"=20' SUFFOLK COUNTY NEW YORK E U) ® TELEPHONE MANHOLE 0 20 40 GREENPORT MEDICAL OFFICES AND 0 Q DECIDUOUS TREE Feet o RESIDENCES �oF NEW y� ; UTILITY PLAN Q_jL. K. McLEAN ASSOCIATES P.C. -bill CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK i1719 aD THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS `- '�� Designed B . Sheet No. o i ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS - Jti� J ��' g v MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGIiR ALTERATIONS EADD� In R�ONALENGINEER MMUST SIGNN. SEAL. ATE AN r Drawn By: MF Date: JANUARY 2022 r DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE v (n DRAWING AND/OR ISE�O EN 9S720 2. (NYS ED. LAW Approved By: RGD File No. 21038.000 PROPOSED LED AREA LUMINAIRE, LITHONIA a T +• u.0 o•0 +u.0 o.o o.o LIGHTING MODEL +00 +0.0 0.0 + o•o + +oo +o.o +o•o +o•o +o•0 00 00 + + +o.o +o.o +o.o DSX1-LED-3OK-MVOLT-SPA-PIRH + + 0.0 + + 0.o CONTROL-DBLXD -� + +o.0 0.0 0.0 + +0.0 0.0 +0.0 +0.0 0° 9.0 0 + + N� ° H Rr7A 19°° 0'0 +0.0 0 0 + +0'0 +0.0 FULL CUT OFF AS MANUFACTURED BY + N 6 �55'O 9 " + 4 98 740' LITHONIA LIGHTING OR APPROVED EQUAL +o.o +0.o RIM=rs� 0 RtM so + �,v=1�.oa +o.o +0.0 0.0 0.0 + +o.o +°.° assft _ Y. --_T_____ _T r 0.0 ��__ _ _L__ TnT _ _ -^r -,.,.,-r-. -A TM Goff G aH ' --oH of c 3--QR off�_Fs"04' . ` -a•I- ePI- _ R�0-tROHG °H -um -_� --� OH OH �- - - --- - off � - GH -off-+-oH- --OH--- ONG_G �G---1�-- off --OH G 0 z,'y1 � • n�T= T__--T T- T T T��-TY - T ---T----T--- 7- ---�- __-� � T_- _ T____ ZT � T �j - - T- 0.�---- ----f-- - - -----P----r-- TLZ�I•R 7k N1� �. 0.0 -- -- - - --- -- ° --- -- ---- - - ---- ---- 11.0.0 _�-_-_-------- - - �- -O-o _ _ ------T T n _ +o.0 0.0 0 0 -+ '-� + +o.o- o 0 0.o sal r - \ X + PROPOSED 4" SQUARE STRAIGHT o.o --- / + + 0.0 0.0 + + 0.0 0.0 ' WORD FENCE O <�� 0.0 ,.-� \ + 01 + EN os+ +0.0 ( ® 0.0 °0 + .0•1 00 10' LlAK 0.0 9' OAK + ALUMINUM POLE MODEL O n 1�� -°0 \ /1 + + +°0 +0.0 +a°\ / \ 0 0 0 ( \ L _ + +°0 +0.0 +0•0 #SSA-14-4C-DBL AS MANUFACTURED C D +° �o.0 0 0 ( ,,, � + ,� 1 0.5 0 0 - - - +0.0 +0.0 BY LITHONIA LIGHTING Z - Cn + +0.0 0.0 +06• 0.0 +0.0 +0.0 �. +0.1 ` +0.3 0 +0.0 + 0 6. 84' IJAK �\ o- 0.0 z O M J + 0.0 / + 0.0 0.0 w N + o + + o.o 4;c + +o.o 0.0 0.0 + \ 0.1 + + +o.0 0 0 {�N + AS? = l� F 0.0 0.0 o. +0.0 + o.o o.o (+ MM-,a wPE-1 o w� + +0.0 0.0 0.1 + + 0.1 0.8 1.6 \ � \ �' 1 +0.0 \ � M Z o� o + + +0.1 0.0 0.0 + + +0.0 `/ 0.0 0.0 `/ / �+� Q = D 0 9.0 + + +0.0 0.0 0.9 + + +0.0 0.0 06.�6 \ u -I ;J} 0.1 0.1 + { 0.4 0.4 + + .G 0.0 o + + +0.2 0.0 + +0.0 0.0 0,6 I + ^ FFTI FT-I 0 + 0.0 0.0 -F 0.0 0.0 Gp �I +0 +O.o 0.2 0.2 + + +0.0 +2.4 2 + + ' P`�6' HANDHOLE _ TI ® o.o 0.3 + + +0.3 p 1 o.s + D2 +o.0 1 +o.o 6:6 o o � � 0 + + +0.3 +1.2 + 2.0 + +0.0 O +0•0 .0 (/® \ +0.0 0.5 1.1 + PROPOSED BLDG. #2 +3.6 1.6 PROPOSED BLDG. #3 +0.3 / o - 1 1ST FLOOR 4,847 SF + 1ST FLOOR 4,847 SF _( \ �- 0.0 +0.0\�../ +0. 0 +o.e +2.1 G2 2.0 MEDICAL OFFICES +2.0 +4.o MEDICAL OFFICES 7 .2 \`/1 +o SMrp o +o.o N- 0.0 6• 2ND FLOOR 3 2ND FLOOR 0.3 6' + +.0 +2.5 5 HOUSING UNITS BETWEEN + + 5 HOUSING UNITS BETWEEN + SFCD 0.0 GROUT .� 1.1 0.4 + 0.0 0,6� +0.0 0.2 �. +1.4 F1 451 ""•600 SF 3.0 2.2 451 -600 SF +o.s G3 G + +13 +1.8 + + 5 HOUSING UNITS ' +� 5 HOUSING UNITS + ' _ +0'0 +°o 6 11 LESS THEN 450 SF 0.7 �'4 LESS THEN 450 SF �. o I I II a II I- +0.0 I +0.0 0.1 + +1.3 1.1 (F.F.E.=18.0') 2.6 /-� (F.F. 2.1 T�jN 0.3 L (� 0.9'G I a a = i + +21 +0.6 + ( \ +0.8 + 0 0 RIM=16,0 +0.6 +0.3 1+° +0.0 G 1 1.3 0.z + . +i. /1 1.6 0.4 +2.4 +1' `cC �rF� 0.1 �EBRrs ` o.o GALV. ANCHOR BOLTS W/ I I I� �I ' o.o 1 + +°3 + +0.3 RCaC F OVE TANG + +0.2 ROOF O ERHXI�G +0.1 °°°°°° 6�6- + 0 + "L" BEND (TYP. OF 4) 1 + +0.1 2.0 0.3 +0. 0.5 +2.0 \ 0.5c<!{1' 0.0 Q try +0.5 0.2 0.3 + /� 0.7 0.2 0.6 + TF.'P + +0. t1`t,► ' 0.0 + +0.4 +0.6 0.2 / + + +0.3 1.3 1 2 / 4 t + +�l +1.3 0.2 + +1.1 0.8 0.4 + + +0.2 0.0 G 0,r E 4X4-W4.OxW4.0 ti + 0.2 0.5 + + °• 0.2 t + �t-0 WELD WIRE FABRIC t 0.0 0.0 ( l + + +0.4 0.3 0.3 / V + + +0.4 0.8 0. I CoJ 1 + 1.0 0 7 + + ( 0.6 .9 + _\ 8- 6• 0 0 , r REINFORCING OR EQUAL +. y 0.0 0.0 `/ It® I® �s �� I® ® 0.4 + 0.2 0.5 r/1 0 + + • 0.3 ® + 0.0� t 1 + { 0.6 0.4 \ + + 0.2 0 4 /I\8. _ (TYP.) } t + + +0.8 / /1 +0.2 +0.6 0.6 + + / +0.7 +0.6 +0.3 0.2 ° + 1 + 61w (� 1�11-25 % PROPOSED 3,000 PSI y 0.0 + 0.0 +0.1 +0.5 ( �./�te'1nPE�+`/�r +0.4 °°.° + +0 0.5 .°°° 0.3 +0.3 0 0.2 + F \ ® 1 + +0.0 CONC. BASE a + -i 0. It� la I® ®+ •° I® ® 3w ° 0.7 l® I® I® I' ° l� I� + + GU/ 0.0 £ ti + +1.2 0.6 + �+ . 0.4 ° + + x +0.0 +0.0 t 0.0 / + 1.0 0.4 0.2 1 + + 0.2 .5 a + ( \ +0.0 0.3 10 + + +0.4 / 1. 0.7 I- + s + o.t zB ' �-u-o D-D \�0.� 0.9 B 3 0.7 \ + +0.4 0.4 0 6'C + a ° +o.o\ / +0.1 0.1 + + +0.2 +0.2 +o.s 1.1 o.s + T' 0.2 F <�sT�o 06. o.o NOTE: a + +0.4 + + O.6 0.5 + EACH LIGHT POLE SHALL BE D 0.5 0 2 + + 0.2 4 4 H ` + +0.0 ° + + ' +0.3 +0.8 0.7 0.6 +0.0 6-C .0fr8- o.o INSTALLED W/ PULL BOX 1 + o.s 0.7 + + 0.7 ��s 6. T % + __-_ AT BASE. z 0.0 t � 0.0 + + +0.3 0.2 0.5 + +0.1 TF f � .._._.4 + i 0 + / \ +0.0 +0.1 +0.3 +0.7 0.5 0.2 + + +0.8 +0.6 +0.7 +0.7 3 + ' +0.0� .2 \0.0 / .0 +0.2 +0.4 0.6 + + +0.2 +o.6 +0.7 +o.s 0.9 0.6 �!)C_ 0.0/ +. 0.4 + 0.2+ + ° 0.5 + +02 +0.507 + + +0.0 +0.0 0.0 TYPICAL FIXTURE & BASE DETAIL 0.0 PROPOSED BLDG. #1 + � +0.5 0.3 + 1.1 0.4 1 + +� + o.0 1ST FLOOR 4,847 SF z / 1 / /-,+ /� +0.2 0.4 0.5 + + 0.o N.T.S. y + Z 0.9 0.3 0.4/ r \ \ \ +0.5 0.9 0 7 + +0.0 t; & .o 0.o MEDICAL OFFICES 1 + '`'� J-�°+3 --; j-' oP�+o-2(\ 1 +0.3 0.4 0.4 + B1 + °° + .2 �` yt / 2ND FLOOR � +0.2 0.3 \�./ `/ `/ + + 0.6i:o' .� f } t��.-� 0.0 ( ® W + +0.3 0.3 0.2 + +0.7 +0.5 1 6. , �,s---^--^- - - 1 + 1 0.0 5 HOUSING UNITS + I + 3 + 0.0 1 r 0. I \ / + BETWEEN +°2 +0.3 0.3 0 3 + +° +0.4 +0.$ +o.s PROPOSED BLDG #4 + /I\6• +o.o - + +0.0 + 451 --600 SF ` f + + +03 °'4 0.6 0 1 ST FLOOR 4 847 SF ° -- i O +0.2 0.3 '1 /' + +0.4 + 0.8 a +0.0 .� t; +0.0 0.0 5 HOUSING UNITS p + + \ � ,E r +°•\ +0.3 4 4 + +o s +0.2 o MEDICAL OFFICES 0.0 6 1 + LESS THEN 450 SF 0. \ r' \ 1 + +0.5 0.7 0.0 +0.0 i 0.0 +0.4 `/+0.4 �./ 0.3 0.5 + +0.7 +0.4 O 0. 2ND FLOOR t, + +o.o (F.F.E.=17.0 0.1 + + +0.5 04 o.s 5 HOUSING UNITS (+0.0 0.0 •r-{ I 0 b +0.4 +0.5 +0.4 0.4 + + +o.s +o.s o.4 M BETWEEN \ + � 1 +0.0 + +0.7 0.5 0.6 ' + = 0.0 8 451 �-600 SF � + +o.o O+ /�� + /1 +0.9 /�\ +0.8 0.7 I i +0.0 0 0.1 + / \ +0.7 +0.3 +0.7 +0.9 0.5 ( \ ,moo \ ,a�+Di+E--( \ + I +1 °z 5 HOUSING UNITS +o.o o o' \� 0.0 l t o.o � 140.4 ( 1.0 +O.s o.4 1.2 + \ /l- + \`/J- +1.4 LESS THEN 450 SF + +o.0 0 t + +o. 0.1 \ / + + +0.7 .7 1.4 F.F.E.=20.0 .0 0.0 t 0.3 + 0 6 0". +0�t 0.0 + 0.8 + +0.0 / + + 4/ 1 + 5 1.3 + 0.0 ( 0.0 0.0 I +0.0 t +0.0 0.0 +0.3 ( \ +1 +0.9 +0.3 +1.4 `\ .1 0.6 + +1.4 .1 +1.9 I +0 / + + + +0.1 \ r + 0.5 6 + +2.2 +1.1 +2.6 0 +0.0 ' +0.0 +0.0 (v l I /�0.0 +0.1 ® + +0. 3 0.6 + .0 0.0\ 2 +1.2 ` 1.2 0.3 + \ +' +1.3 0 +0.0 tt,' ° _- d OFIE \ / E 1 + + +1.1 E 2 +i. 0.5 E 3 + 0.0 - - ' 0.2 0.4 1.5 + +1.5 1.i + \ +0.0 0.0 EN U1 E 0.0 0.1 ►D + + +0.7 0.4 1.3 + +. +° F9 ( ® + Lz& + � o.s + 0.8 o J + + F 1 2.3 + .2 0.8 + + +0.7 1 0.5 Al -� to./ +o.o 1.2 + o.s , I B i +0.5 +1.7 0.7 0.3 1 i + +0.3 +0.6 .0 +0.5 0.9 061- 0.8 0.1 +0.1 +0.0 0 : Z " 1 + 0.3 + 0.0 Iy,j 0.2 1.2 /1 \ _P 0.6 + + ' 0.4 6. 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I 0. + 0 d S 62 I �0 3 9 I�/ 1 35�, 6 5 �, S 162 20 39 W4 � 1\ 94, 181 I 1 1 � Schedule Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps lumens Per Lamp Total Lumens Wattage DSX1 LED P1 30K TFTM DSX1 LED P1 30K TFTM GO A 1 Lithonia Lighting DSX1 L HS MVOLT with houseside 1 6,464 6,464 54MVO shield � Luminaire Locations DSX1 LED P1 30K T5W DSX1 LED P1 30K T5W B 3 Lithonia Lighting MVOLT MVOLT 1 6,667 20,000 54 � `� � � � Location � DSX1 LED P1 30K T2M � � � No. Label X Y Z MH DSX1 LED P1 30K T2M I 1 A 1434540 349283 16 16 C 1 Lithonia Lighting MVOLT HS MVOLT with houseside 1 6,483 6,483 54 1 shield 1 1 1 B 1434484 349346.4 20 20 DSX1 LED P1 30K T1S v`.l DSX1 LED P1 30K T1S 2 B 1434387 349335.4 20 20 D 2 Lithonia Lighting MVOLT HS MVOLT with houseside 1 6,457 12,914 54 \ 3 B 1434260 349267.9 20 20 DSX1 LED P1 30K T5W DSX1 LED P1 30K T5W 1 1 C 1434229 349076.5 14 14 J C� E 3 Lithonia Lighting MVOLT MVOLT 1 6,667 20,000 54 � 1 D 1434306 349386.9 20 20 U 17" LED Outdoor Wall ` I 2 D 1434356 349418 20 20 F 12 PROGRESS P5723 8130K9 Lantern 1 751 9,012 17.1 1 M ` M I 1 E 1434305 349167.9 14 14 DSX1 LED P1 30K T4M DSX1 LED P1 30K T4M p 2 E 1434395 349218 14 14 o G 3 Lithonia Lighting MVOLT HS MVOLT with houseside 1 6,327 18,981 54 3 E 1434476 349258 14 14 shield r 1 F 1434197 349319 10 10 TOTAL: 93,853 2 F 1434271 349336 10 10 o z ' 3 F 1434300 349382.3 10 10 4 F 1434432 349420.9 10 10 I 5 F 1434366 349418.1 10 10 Statistics l 6 F 1434473 349473.8 10 10 Description Symbol Avg Max Min Max/Min Avg/Min I t 7 F 1434550 349422 10 10 v Parking Lot +0•6 0.7 fc 4.0 fc 0.2 20:1 3.5:1 8 F 1434569 349343.9 10 10 U' GENERAL NOTE: Q _ ___ . -- --- E ------- -- - THERE SHALL BE NO PUBLIC ADDRESS SYSTEM - - _---_ - _ ---_-- C17NCRETE SIDEVALK _ off OH off DH oP 9 F 1434614 349319.7 10 10 °"_ _off_ -.� -aH__--•��--- --�- � - 10 F 1434178 349226.8 10 10 �P OG NEC,SS S 6030� '4 9 " � � � ��=f�73 11 F 1434210 349194.4 10 10 12 F 1434228 349117.4 10 10 toPP PL =13.21 - _---- DATE: TYPE: w �Wy�-W w W � A E w W W w w w w w- 1 G 1434114 349251.2 18 18 RECEIVED ' W - w w w-W w W_`w W W 2 G 1434162 349321.7 16 16 MAR C 2022 . .2 3 G 1434503 349474 16 16 �.-_- NAME; Southold Town PROJECT PlanningBoard , a SITE PLAN QIncandescent SCALE: 1 =20 P5722-81 � Brookside C� _ 3/2/22 MF AS PER COMMENTS FROM TOS CFD Get inspired with vintage undertones reminiscent of early 20th century 0 train depots-This indoor-outdoor lantern is solid brass construction with Width:10" DATE BY DESCRIPTION APPROV. BY O an Antique Nickel finish.One-Light 10"wall lantern Height:10-3/4" " REVISIONS 0 Inspired by vintage light fixtures found in early 20th century train stations. Depth:11-9/16" 00 • Solid brass construction with an Antique Nickee finish. H/CTR:6-1/2" r Double arm attachment for stability. Category:Outdoor TOWN OF SOUTHOLD N Finish:Antique Nickel(plated) S U F F O L K COUNTY NEW YORK Construction:Solid brass Construction G R E E N P O R T MEDICAL OFFICES A N D 0 U 0 RESIDENCES 0 / Wall mounted Pre-wired Quantity. cCSAus Wet location listed /o N E W� PROPOSED LIGHTING PLAN Mounting strap for outlet box 6"of wire supplied One 75w max Medium Base 3 1 year warranty ' D O w . included i N S 120 V E26 base ceramic socket i (� 4 Back plate covers a standard 4" ^ qr octagonal recessed outlet box L. K. McLEAN ASSOCIATES, P.C. N 48125'W.1 1875"ht, CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 'r' -_t'„ Desi ned B . AS NOTED Sheet No. € U1 4.8125"depth �{.C f'i i wy C ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS C�� r 9 y MF/CFD Scale' ^ N € I THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS s {��' �• AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrS l,l , r PROFESSIONAL ENGINEER MUST SIGN• SEAL. DATE AND `�_a.rs.ot1�� L WALL BUILDING MOUNTED LIGHT UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE, THE a� Drawn By: MF Date: JANUARY 2022 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Cn DRAWING AND/OR �OENSP SPECIFICATION (NYs M. LAW Approved B : RGD File No. pp y 21038.000 X172 � X16.9 X16.3 X16.4 X16.3 X16.2 \ X16.2 X16.4 X16.3 + X 16.6 ! 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CcA & ---PE - - _ + ! 1. :® . 6 Hp t�: ,�. ,< a -- --ANT x - - r � : J' 1 > PRESERVE AND PROTECT 3 To X 17.6 \ - - - - - " �/ AIC & WUOD FENCE S r :\ " T• cus o� �0?'V­1'i 1 r,,:F s•oAx 5 M P 20 - - - -- \ I \ �.' �"�. ' Cf & :�: % r EXISTING 6 TREE `,c xr6.7 \ '/ 6 Am CcA & AIC & J \ -� 6 CaSC T6 HP : \: J :J' 6 CaSC ' \ �\ AIC & 11� ." ' CcA & AIC & •/ . \ � 5 5 M VdBM IPRESERV E AND PROTEC I T • P t � AlAI &: CcA & •a 6 Am . : �.' 9 %r ! EXISTING 6 TREE: 6 Am ' 5 VdBM 19 6 Am' o CcA & it N` 1 5 V 3 IS dBM 1 2 5 Ca SC a 9 AIC & P & A•� 2 H �i :r� P. I"rim--a 7"YMrF ', a'7o "M 1 _ �i• s:j' -; ' 4 IvLH g jv 5 CaSC r J-'' 7 Mp ®' X17.4 r ',• n, • . • 'R6.0. 5 CaSC * LH 4 IvLH• ` I ... ,_i 5 CasC I /\ / 5-a 5 CaSC 3 ToHM 17 8 IvLH - �A a(17 / ' ' CcA & ' 4 DrKO 6 IgS: 3 ToHM •3 ToHM 3 ToHM -� 1S : - ; PRESERVE AND / z I I 6.0 3 TOI-IM, R6.0. 3 ToHM 3 ToHM' 3 ToHM PROTECT EXISTING \ � � PRESERVE AND PROTECT : 5 VdBM , I I E " 'r TREE o• 6 S & VE GETATION TION I' i • ' AI &: EXISTING 6 TREE `'�a°" •�,� �, �-._�` ' GONE' '��� I 1 ' 7 HID 7 CaSC �' --+ - .� ' I 1 6 Am 1 K `, ,u: '� 10 IgS / I r:� :� 13 Chp .l ;, I v;4. `11'�` 6 IgS ' • <I, "� '\ 4;5. 1 �� PRESERVE AND PROTECT �r +�, + 4r,� 1e �A * PROPOSED BLDG. 2 "; s IgS f 1 .� � � :i ,,� � � � �� 3< # .,: -� PROPOSED BLDG 3 5 casc � . x 6 To , � �i i EXISTING 6" TREE r 10 IgS ST FLOOR 4,8�7 SF Y # X16.9 1 '. g �,� 'I ST FLOOR 4,847 SF • • PRESERVE AND PROTECT : ' ��y PRESERVE AND PROTECT ALL �'' " +y Ic EXISTING TREES MEDICAL OFFICES - EES ALONG �� 6 Am , 4 HP * p AIC N _7 Hp �a �. MEDIC EXISTING 6 TREE A h {, t 4 IgS` AL OFFICES J r .� '/ r 12 Chp +� �,., i 2ND FLOOR �' 19.8 ED o• ` � = PROPERTY LINE '` • . I . 1 :� CcA &' .. .:;•�' \ _; ` 2ND FLOOR Qc & sN - ant N 6 CaSC t 7 VdBM ��>' 1 .8. ,;,. 5 HOUSING UNITS BETWEEN h, t' ►� -- 5 HOUSING UNITS BETWEEN 7 VdBM ,7 IvLH 189 1 s '� 16.5 PRESERVE HP '� _ 451 -600 SF ` ,' I I�7 Hp � x19.7 SHED AND PROTECT: € : 5 ' 7 Hp 451 -600 SF 16.1 fx16. EXISTING 12" TREE' "5� :. -4 DrKO - - HOUSING UNITS ''-- .-- - .�' v' •�^ •� •r i >y'�• -20' DG � 5 HOUSING UNITS �- oD BI DG 1, �IX1 � �� 7 , �-, LESS THEN 450 'li''\ s r68 t PRESERVE AND PROTECT ' t 7 Hp � , SF �, oo 'k' .0' LESS THEN 450 SF � ' r L r PARKING (F.F.E.=18.0 } y, RIM=16A0 EXISTING 18 TREE 1` � M �I ,r'"` i �F.F•E.=� 9.0 } It ePa 5 CaSC AREA "I" 6.0 3 YfGS s\. ,( t 'z. 13 Hp , 6 BAD 9' + 4 Am -r.t a 9 Am 11 PvRR N, J: 3 YfGS ; �. �� + 7 IvLH 6 DrKO ' 16 , \ j 6 DrKO �" .1, -- 9 Am 3 DrKO 9 IvLH . MA +t - : : : : 5 a . AIC &C \RO?6s 'Z1� Hp �` ; 11 PvRR YfGS RH�9 Am17 ..r _ \ 7 DrKO 11 PvRRJ D ka►" t I , : ; : � �. 6 Yf N Am 1 PvRR 10 DrKO f \ at 5 MID ` : GS -IA 1 w v \ a 6 Am !. �, 10 IgS 7 IvLH `-� �. ..�� -, b 9 ..'��'. I l "y: ,n� - i 1 r r PARKING �` ,C, ,\D + PRESERVE AND PROTECT �� 7 CaSC" . . P 3 YfGS „ „ ' T 'f ! , '� AREA III 3 Ps 6 To >^�. 1 M , EXISTING TWIN 10 TREE 7 H AIC & �, y r. k ' E 1 p 0:7 1 _ \: 5 M 7 DG �z.- P ' 1 + ' \ �� r r AIC &.r R a J + 2 , + Cf & 13 H 6 Hp `;. � „� i<,. � •AIC & ' • • 9 CaSC ' 20 __. ._.._ _.._ o, ,1.t - - - - \ + �t P N I Cc & 5 E 5 7 '6 H 1 --F + ti- M f �r r P M P 1 . \ `\ M M �' W 1 ., --tz�'1sDPr- AIC & $ . w.,, rs.l 9s _.....__. ....... _.._....._ _.......__.. - _.......... _._.._ _......_. f u AIC & o I _. 16,0 ++ S Mp "... .../ '\ ,/ r: . - 5 Mpg``` 4�` µ - ,n �' 3 IvLH.. 'Ri I 1, Y, - ,q, .y :N. \\ -> -3 81M, - 3;, �.11011111M �_ - - . I I IN1I111II111I111I�,_11.. . -__ ,�,,," ­­­�­_ , A - 11 - ..........W 11 "',.-I­,,­ � :[ : : . : . :*.0�-1_ . , . . � -1 ­-, I I I 1 t - y .. - 7 wli``f 5 DrKO 11 5 T 0 > A1. ti ease \' K NI -1 .� r4o e 7 IgS ` 6 Am 9 \; 4 Hp 5 Am ' I , _'`, . ., � ,�..,�,,-1. i' t \ \ ,�+ / 5 HP . 5 DrKO <, a,.. °' r: % AIC & -` \\ \\ ` ``',A+ Cf & - i T T ,.. � . . .I. M '�„- + \ + .5 Mp �` CcA & 1 1 PvRR r T� s 7 r r x r r -T r T r r 5 Am i-t r 5 Mp y,�. I x Ie.1 + 1 4 -c----�c---rs I 7 I--r .. 3 Vd B M 3 H + \ . • . ---�-c�---c--•�-c ---�c -�-»�'cs ____.�•-c _�L:� Am T T T T T r .,�... �, - P' \ t + -----s------ems ---�c »�=-- ----o-----e---0 7- T T 2 IO :\ 3 ToHM 2 Hp 6 YfGs -------ti a 0 7 IVLH + \ i : I r, . • 16 . ..�,,, , 1. / ; 11i :" : : s $ g s $ $ w :\ J' 4 CaSC $ s s s---s $-. .$ .,: -S a $ s $ $ "-s $ $ s i I rj, __.. .. _ .. : •�• m 5 CaSC AIC & s '~ 2 to A 11- , 9 7 CaSC I : ' ' . • ' CaSC I e �' 10 M p I 5 � � � \ •'� � PROPOSED BLDG. #1 O _. ` �.�., . g H 6 DrKO �..* xlss �+ : ' : ' Cf & 4,847 SF ;y_,, "' I PROTECTEEX STING iiclsl \ ����� 4' �N FLOOR / P k y ' : : 5 Mp MEDICAL OFFICES Q '°" __.4 ,, N �-.\ 1 ,�q„,_... I,��_E��-_��� - � � TREES & VEGETATION �� \ J ! \ `\ I + �/ : 3 ToHM 2ND FLOOR 6 Yf_S 5 DrKO I `\ C i �: 5 HOUSING UNITS ;, ,y. , ,N \ �. �.. :.; \ + 4 CaSC > I 11 PvRR N \ ++ :3 ToHM BETWEEN O I PARKING � ` 0, AIC & i• y- PARKING 4 D,K I xia� - - - - - / s7- 4 CaSC �I.51 -600 SF LL_ AIC &' AREA "II" ,) 8' 10 MP= AREA "II" f ' FEN- 1� !3. li 6 Am 5 HOUSING UNITS O : :.5 N. _ ' : ' . ?g;rr 1. I1 STO FLOOR 4,847 SF `+ ,�, . -., 3 .. X YI I / j ° 4 \k I 1, AIC & O -, i �� LESS THEN 450 SF J_. n u_. �h. ' 5 Mp O ' \ , :� I �_ ' . ` J,: -�, MEDICAL OFFICES \ , + h f. (F.F.E.=17.0 �•.,..�' 5 HP '' \ l ,- + �l + } 9 Am . . 11 , 2ND FLOOR z 1 : ' : D + I'll O \ ;'' 1--1 + CcA & . ' . ' 4 Hp S,.Am,.. 3 Am m � m 5 HOUSING UNITS :(** \\\ 4 �I V--A �j` +, 5 VdBM :'I 7 IvLH ' R " z 1 BETWEEN \. i r' ", . . , „ 8 casc, ,.e--. -.. = 45 " ` • .- ,e- MIN 1 -600 SF + � X 14.9 cI , 1 1 PvRR _ _ _ W : 7 IgS 3 ToHM . • . � j 9 H ( '� ,rAIC & � 5 HOUSING UNITS : ' . x Xla., 19at n --{ �_ +i : 5 Hp P° .✓ ,,��- 9 Hp t LESS THEN 450 SF ' o ­10 \ Cf & : 'i ' `--1 +, 6 vl �.5. 1 4 H .� . -y8 Mph 3 YfGS (F.F.E.=20.0') +a n \ 5 Mp 9s ...,.P`_, 7 CaSC 13 CaSC „ : ' : ' . ' : ' 10 Am u f _..._. ...._. --..--.... _._.. ......_._. AI & ,. 8�CaSC,...,` 6 Am 1 10 Hp 6 Am Hp 1. ..p 9 A • '\. M S 10 9 9 IvLH , , . 1 :,. � - ) 6 Am 1 ""° �lz , .- 7 IvLH: 8 CaSC Cc & 6 VdBM • • '6 DrKO �4 _ _ r ,. _ M I -r r a . r,o N. __L w, -. V 1 n Cc & I F 11 PvRR . . . ee 10 DrKO ' '► _ 8 to r'',?' (4 �- �` ArOG AIC &` 5 IvLH I- -I 5 M . . _ jB.D MON FEN O.P'E c QC �'1 r FEN 01'E . S MP . . '1' 5 CaSC 17 \ xl4.5 rqUl CC QC y �' T \\ W 's /'-,'`� *�`-'' .;'_ - , 100VdBM 2 To g HP • ' : X164 `t \ ,L i 5yJvw : ' : ' : ' s9 "\ +4 � '" PRESERVE AND PROTECT EXISTING 6" TREE; �\ . . �, �.. x r ., „ \ �./J ,. g,, r `� DrKO m .1.20 ' `- 9' I/ C] R5 X 176 17. 13 Am} j� 5 To 5 Jv' 5 To` . .. - : "\ x16.1 : .18 • : r ' 1a.o 2 to F / . . RIM=13.88 , � �� I 4 �:::;i : I - - : - - 17 22 PSf . . . . .: : - - � : ' / T� i _ ''r�. - e, - - - - r X15.8 •Isla X l� \ : i .,♦ r :�.. - - r W4 - X Iy p' _ y -"----_. -- -. ,,," -,•• .'s*' a 17 r _ - X1 .8 a 1 t _ - 11 Ri�\ � , s' r v f ,t 6.e a f �7D`'1 1 �Pl `t .t f ?. - ^• XIS X 16.9 `w' `� ( X . ,g ' _ ......-.' ...�_. "-_X-- 16.6 _ `\ \ 1 4 FEN 0,XW r ASPH UNPAVED DWY: '� x 6' PVC FENCE- MON � : :_A _1.1 "•- x, _ 13.9 j 4.5 t f tE : �\ MON ,, I +, PRESERVE AND PROTECT ALL EXISTING TREES ALONG PROPERTY LINE 11 %� x N HON �\ t n i' SHED f j Xr4.5 I oo �\ �� I SHED STK FE oeo / aN HON �� ,�, X16.9 \\' S n _. ' _r 7` SHED S 6 80 3 9 W z ,f RESERVE AND PROTECT ALL ` i 1 EXISTING TREES & VEGETATON - _N 35�, 6 5 o \� ' 1 ALONG PROPERTY LINE ", ' - 1 - ' ' ` ` S 6� " z � � SHED . . 1: : : . : . . \\ S �0 3 9 W �1 194, 18 r P L A N T M A T E R I A L L I S T �\ X16.4 0 20 40 \ i PRESERVE AND PROTECT ALL i\ a ' ' EXISTING TREES ALONG SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES 1 Feet + ` ;' PROPERTY LINE SCALE: 1" 20' � . . . a: , ArOG 3 ACER RUBRUM 'OCTOBER OCTOBER GLORY RED 2.5"-3" AS SHOWN DECIDUOUS (v ' . FERTILIZER/PEST MANAGEMENT NOTES �: (DGLORY' MAPLE CAL. SHADE TREE . ; \ 1 1 . THE USE OF INTEGRATED PEST MANAGEMENT IP AlSERVICEBERRY 2"-2.5" AS SHOWN DECIDUOUS �� : ' : ; � � 1 ARE REQUIRED. ( M) STRATEGIES c� 5 AMELANCHIER LAEVIS ~j'' 2. THE APPLICATION OF SYNTHETIC HERBICIDES CAL. SMALL TREE • I \ • . . ' - ES AND PESTICIDES AIC CUMULUS SERVICEBERRY 2"-2,5" AS SHOWN NARROW PLANTING NOTES: `D ''\\ ' : tllz� ON-SITE ARE PROHIBITED. 21 AMELANCHIER LAEVIS C) CAL. DECIDUOUS . • _� CUMULUS r--� \ ' TREE • • • I: `D 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS 1. PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST . ' :0.0 . . . : : i' . V__A (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBITED. Cc 4 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2 -2.5 AS SHOWN DECIDUOUS AMERICAN STANDARD FOR NURSERY STOCK" (ANSI) AS PUBLISHED BY ; : �� 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS CAL. TREE THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. '\ k1b : 1 ENCOURAGED. 1 CcA 9 CERCIS CANADENSIS ALGA REDBUD 2"-2.5" AS SHOWN DECIDUOUS 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN I `` ' • ' • 1 , 5. 'ALBA' CAL. SMALL TREE APPROVED UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT \ FERTILIZER WILL BE APPLIED ONLY AFTER IT HAS BEEN ' DETERMINED TO BE NECESSARY BY SOIL TEST AND ONLY IN THE ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. � I ' I Cf 6 CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS � • . SMALLEST AMOUNT NECESSARY. � CAL. SMALL TREE 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES %"{ i • ' 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A `� Oc AND SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. (� �--{ 1. �' 3 QUERCUS COCCINEA SCARLET OAK 2.5"-3" AS SHOWN DECIDUOUS i • �' LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF CAL. SHADE TREE 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, • * ' : � \ WATER-INSOLUBLE NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED � MATERIALS AND SURFACES NOT PLANTED. + �.. . : TO BE USED. THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF 7 O.C. EVERGREEN ' . N 1 NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL PS 25 PINUS STROBUS EASTERN WHITE PINE 6 -8 HT., \ , 1 TREE 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. (F�D B&B \ u (�)DIo 14 ILEX OPACA AMERICAN HOLLY 6'-8' HT., 7' 0.C. EVERGREEN MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE + � A. . . ° B&B TREE PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL, TO INCREASE `+ WOE : '"• : • ' ' \ 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN ITS WATER-HOLDING CAPACITY. ' M ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE 6 -8 5 7 O.C. TALL o * 0To 22 THUJA OCCIDENTALIS NORTHERN WHITE CEDAR r # % ++t (Y� THAN 2 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. U (ARBORVITAE) CONTAINER EVERGREEN 6. COARSE MULCH AT A MINIMUM DEPTH OF 3 IS REQUIRED ON ALL , •0 ' . ' . ' : : :, 11 HEDGE PLANTED MATERIAL. \ I• 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS JV 30 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6'-8', #5 7' O.C. TALL 7, ALL TREES AND LANDSCAPING ARE RE UIRED T 11 '+ : ; : (/� \, PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS Q 0 BE MAINTAI - * * CONTAINER EVERGREEN BY THE PROPERTY OWNER A MAINTAINED + XI6.8 • : ,` , 1 THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER HEDGE S SHOWN ON THE APPROVED SITE PLAN. LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS SHOULD A TREE DIE OR OTHERWISE BE DESTROYED, IT MUST BE I° xr4 ti . • 1,` 1 Am 198 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. 22-0-15. U CONTAINER SHRUB REPLACED WITH THE SAME SPECIES AND SIZE AS SHOWN ON THE \' _ +, ' ;a �': : USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT CaSC 155 CLETHRA ALNIFOLIA x SIXTEEN CANDLES #3 RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR : . . : �, 3' O.C. FLOWERING LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE `'�-- . '+� BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST 'SIXTEEN CANDLES' SUMMERSWEET CONTAINER SHRUB INDICATES IT IS NECESSARY. Q PLANNING BOARD. ® _ __ _-&' . I' t C H 21 O HYPERICUM PROLIFICUM # MON _ _ '• • �N MON - + P _ AARON S BEARD 3 3 O.C. FLOWERING 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE ... __ _____ ____-+ c� CONTAINER GROUNDCOVER ' - L----- -1 -� OF THE TREE SHALL BE PLANTED WITH A 5 RADIUS MULCHING BED CONCRETE SIDF_WALK r \ IvLH 92 ITEA VIRGINICA SPRICH VIRGINIA SWEETSPIRE 3 3 OCf) .C. FLOWERING __l15___ ------------------------ - -----1 ----- �, - # FROM THE CENTER OF THE TREE. -----_-- -- __ _____--- ___ _ LITTLE HENRY CONTAINER SHRUB \ _-_._.___--__ _---_-_--14_---__---.____-_ RECEIVED `I®R�S=12,73 r � GOD DrKO 72 DIERVILLA RIVULARIS x KODIAK ORANGE BUSH #5 5' O.C. FLOWERING S 6 0 *3O '4 9 ' 4 x -zial X13.3 13.2 Q RIM=13.21 �V1AR ® b 2022 x 'KODIAK ORANGE' HONEYSUCKLE CONTAINER SHRUB soot of Town J MP 75 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' 0.C. FRUITING KNAPP PLACE Planning Board Q VdBM 71 VIBURNUM DENTATUM BLUE MUFFIN �9-oa- 5NTAINER 5' 0.C. FRUITING Q) 'BLUE MUFFIN' ARROWWOOD CONTAINER SHRUB 3 2 22 LMY REMOVED PARKING & LOADING AREA IN CFD CD IgS 87 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' 0.C. COMPACT FRONT & SIDE YARD SETBACKS o ChP 25 CEPHALOTAXUS H3, B&B 3' O.C. COMPACT N SITE PLAN NOTES AND CONDITIONS 2 DATE 22 B MY ADDRESS TOWN'S DESCRIPTION COMMENTS OF 2/7/22 CFD ION APPROV. BY YEWTOPIA (COMPACT 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. REVISIONS 00 HARRINGTONIA PLANIA JAPANESE PLUM YEW) CONTAINER EVERGREEN ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. o OR ALT. TAXUS X MEDIA 'HICKSII' OR ALT. HICKS YEW 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, T O W N 0 F S 0 U T H 0 L D AUGUST 23, 2021. ToHM 36 THUJA HETZ MIDGET'DENTALIS HETZ'S MIDGET CONTAINER 3' 0.C. COMPACT 4 ASSOC.. TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. McLEAN SUFFOLK COUNTY NEW YORK 0 UARBORVITAE 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. GREENPORT MEDICAL OFFICES AND 0l � PvRR 88 PANICUM VIRGATUM RUBY RUBY RIBBONS- -SWITCH #3 3' O.C. ORNAMENTAL RESIDENCES o j RIBBONS• •LRRV GRASS CONTAINER GRASS1 �- T - I '� • �;`� YfGS 39 YUCCA FILAMENTOSA GOLDEN SWORD YUCCA #3 3' O.C. ORNAMENTAL pF NEWS` N C- 'GOLDEN SWORD' CONTAINER GRASS LIKE ��P'\o`,a G p/�y4�,` LANDSCAPE PLAN N + EVERGREEN ' � �� �0 O .. t. _ L. K. McLEAN ASSOCIATES, P.C. �T ,L. ✓,.. Ce I I... d 1 N •.•.•.•.•.•.•.•.•.•••.•.•.• 4 DEPTH TOPSOIL AND SOD ;. ;-�- j �.-. t I 3 DEPTH MULCHED PLANTING BEDS AS ���, CONSULTING ENGINEERS 437 SOUTH COUNT RY RD., BROOKHAVEN, NEW YORK 11719 (FESCUE/BLUGRASS MIX) i =- SPEC `�, I _ ^* THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS % `•,�,�,r-✓ AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS t i!y1 3G5eiJ �,:; Designed By: LMY/CF Scale: Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S t� PRESERVE AND PROTECT EXISTING TREES ( SEE DEMOLITION PLAN FOR UNDER THE DIRECTION OF A ECIFICED PROFESSIONAL ,7- t-,, � /� INE ' - EXISTING DECIDUOUS TREE LOCATIONS AND SIZES WITH INCHES CALIPER MEASURED AT DBH PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND Drawn By: LMY Date: JANUARY 2022 R / ) DESCRIBE AND/OREINUTHE SPECH CIFICATION ALTERATION TIONS E ED. LAW MADE. THE r C V EXISTING EVERGREEN TREE INTHSECTION PECIFICAT ( Approved B : RGD File No. 21 O38 (n DESCRIBE THE FULL ExTENi OF THE ALTERATKNI ON THE pp y .000 • v w v v -v v v v v v v' v w w v v . v - v v v - w w - v v SITE LEGEND: v_ ---- PROPERTY LINE PROPOSED ADA HANDICAP ACCESSIBLE PARKING STALL I PROPOSED ADA HANDICAP /� ]� ACCESSIBLE CROSS WALK I N 6105510911 9" E PROPOSED 160 ROUTE 25 NOR TH I,\ , -IAT PROPOSED SIGN/TYPE RIM=15.75 RIM=15.80 IM=16.08 SIGN 498, 741 S1 c #385 CONCRETE nN DH DH O . .. >. --- ------ ----------- -- - ---- ---- _ CH— H ~ PROPOSEDRIC FLOW A T -- L- EE �CONCRE -S-- ------- - °H DH DH DH— �_ CONCRETE CLIRB ARROW --T--------- --T--------------------I--------- - -- ----------- " \wetN OH OH OH - T -OH----OH -- DH --OH----OH----OH -- OH OH OH - T — ®: - ------- ----------------------------------fi -- ----- -I- ------- -------- ----- --------- STOP BAR - - ----------------- ----- o PROPOSED 160 ROUTE 25 SIGN T #gb G _ - - C, �� 0 .t S 1 ORIENT' \I x — — — — S O V ZE�9 24 ST3P `IgR I 10' OAK 8' OAK EN 0,1`id WOOD FENCE PROPOSED "NO PARKING AREA" I \� (TYP.) L_ — _ / ® — — — — — OAKv . 6� S @44' �H' 3 �+ 06-. II 6.�ca h ' CONC' PROPOSED B ® LDG. #2 O I �; ' PROPOSED BLDG. #3 - RESERVED 1 ST FLOOR 4,847 SF a.hA 1 ST FLOOR 4,847 SF PARKING S3 S4' S3 MEDICAL OFFICES MEDICAL OFFICES �o,2'w SEE SIGN " 3 E 2ND FLOOR ;, " „ �. SHE' ' FOR 2ND FLOOR (�(� ACCESSIBLE `mow—mow _ 5 HOUSING UNITS BETWEEN FARM 5 HOUSING UNITS BETWEEN os'w PARKING r HATCH MARKINGS \; I 451 --600 SF 451 -600 SF SHED DETAIL 5 HOUSING UNITS , 5 HOUSING UNITS BLDG 1' s'E LD LESS THEN 450 SF LESS THEN 450 SF B G 1 VAN L - a (F.F"E•-18.0') F.F.E.=19.0' 6.r� E ACCESSIBLE RIM 16,0 C IN BLDG 0.9 ✓�- ROOF OVERHANG • ' ROOF rF� 3DEBRIS . OVERHANG T / \ � O 11 1 ✓o N' i 0,7 E BLDG � 6- - STEEL POST 5 / \8. FEN 0.3 V (2"X2-) J witl 1 • 4 3 3 _. 86. 8- 01 ,�, wK. W 1® . mosm 1 ' o nT o0 = 6 vx CONCRETE BASE -' Z 61 w z ... TCli 3 4 S3 F� 06- 24" STOP BARE- --✓�- z (TYP.) �< o 1 CROSSWALK MARKINGS F _ I � U (TYP.) 20( PROPOSED 12,E /—O SED BLDG. #1 N ~I I ti. I' N 1ST FLOOR 4,847 SF z 1 ✓�- rr-� w t, MEDICAL OFFICES a fr � • N +; 2ND FLOOR 5 HOUSING UNITS UJI �, I1 o E y o,�-r6. - - SIGNAGE FOR �1_ BETWEEN .... _\� az'w ACCESSIBLE 1� 451 -600 SF o _ PROPOSED BLDG. #4 /16- �, I 1� 5 HOUSING UNITS o 0 1ST FLOOR 4,847 SF PARKING L „ LESS THEN 450 SF M S M MEDICAL OFFICES 6` Y N.T.S. 1 (F.F.E.=17.0') N� 2ND FLOOR 11 m 5 HOUSING UNITS �--� 3 _ 1 �� 4" WHITE PARKINGS BETWEEN STALL LINE TYP. 451 --600 SF t � "Nd PARKING" (TYP.) a O < , M HATCH MARKINGS z 5 HOUSING UNITS 061- (n� - LESS THEN 450 SF `o I 1 t z (F.F.E.=20.0' CID 10, Q9 L O1 c M MON FEN 0.2'E- NOTE: ALL SIGNS SHALL ----FEN Ol'E BE IN ACCORDANCE WITH THE NEW YORK STATE z S ' MANUAL OF UNIFORM m p8- TRAFFIC CONTROL DEVICES. can L = D 6 2' N m >< � 24" STOP BAR 61 r- (TYP.) o ✓o- _ RIM=13,8 ti W Iy- 11= i t _I I I�I 1 II I Ix OADWAY i _ _�_ � 6 ---------- — ————— f, _ _ �_..- _ cry. EA1CC ✓6��✓ E ASPH, UNPAVED Y. GARAGE x 6' PVC FENCE MON - - -... MON ✓ , t �- � MON 6-S��---� x U p 6. ✓� 6 ..... GAT X_- -x ON ✓�. MON T,Pla �. �- 6' STKDFENCE STOP SIGN PLACEMENT DETAIL 6-. 1 ✓� ''•. SI'� MON I �� zx s+�D � Z N.T.S. ,� S 6� �0 3 9 W 35�, 6 S' I o o M S 62 �013911 W = �I � o N 194, 18 SIGNAGE FOR � ACCESSIBLE 1 PARKING 5.0' O" LANDING REVEAL 75" DROP CURB �, I"—�•0, 1.5' NOTE: R-�" —24• SIGN HEIGHT SHALL BE SET 3 12• TO MAKE IT CLEARLY VISIBLE 1 - ' LCONC. WHEEL ` ' ►T� ' 2 s " TO ALL PEOPLE WITHIN THE I W STOP (TYP.) .�jJ 5.0 5.0 o • DRIVER'S SEAT OF ANY g " 0• 7 VEHICLE 4" (TYP.} `: " ( ' o s I 2'• I :..� 4 TYP. .T 2 " 12" GREEN BORDER (3/8") AND 16 N II 12• M 1" 1�32" 2"� EEIVE LETTERING (2" HEIGHT) ` , 12• O /— BLUE . VEMENT R=2e• \ �` MARKINGS : --� I--12, PAR I<I IG WHITE BACKGROUND AND 3/8 MARGIN , RIGHT TURNING ARROW ARROW CROSSWALK 4" (M) -1 4" (TYP.) '8•• M '"` 12" (TYP.) WHITE WHITE (WHITE) 4• (iYP.) -, BLUE INTERNATIONAL O SYMBOL OF ACCESSIBILITY O N.T.S. � N.T.S. N.T.S. DOUBLE LINE — FULL BARRIER V-0" (TYP�< NOTES: YELLOW 3/8" GREEN BORDER ? ) M 24" 1. ALL PAVEMENT MARKINSS SHALL N.T.S. J 4 BE IN ACCORDANCE WITH THE s � '') FEDERAL MANUAL ON UNIFORM 4" M?.) I _7 1 1/2" GREEN LETTERINGti TRAFFIC CONTROL DEVICES & SOLID LINE (WHITE). -- Z THE NEW YORK STATE CCCESS STOP LINE SUPPLEMENT TO THE FEDERAL N.T.S. 6'� 1SL- WHITE BACKGROUND AND CROSSHATCHING WHITE MANUAL ON UNIIFSORM TRAFFIC 3/8" MARGIN 1 WHITE N.T.S. N.T.S. SIGNAGE FOR ACCESSIBLE PARKINGit PAVEMENT MARKING DETAILS N.T.S. N.T.S. I i I SIGN TEXT DATA TABLE IM17N ` N- 7N — — — --- -- ---- A-------CONCRETE SIDEWALK _ --- -- -_---J TYPICAL ACCESSIBLE PARKING DETAIL SIGN DESIGNATION DESCRIPTION TEXT SIZE OF SIGN MUTCD NO. COLOR OF OH N.T.S. TYPE OF ------- ---- ---oN----off----oH---- ----��--- - - KGRND LEGEND MOUNTING S 60 °30 '4 9 " W °� ® �M=12.73 RECEIVED 05700)PG.M. KNAPP PLACE ® M=13,21 MAR o 8 2022 S1 STOP SIGN 30"x30" R1-1 RED WHITE S.P. TAND. q �y►4-9v w w w w—w—`r---� 2" THICK HDU SIGN FACE v v w v—v v w w w v w v Southold Town WITH CARVED COPY 7. 1 Planning Board S2 PEDESTRIAN CROSSING SIGN > 30"x30" W11-2 YELLOW BLACK G.N. 5"x5" VINYL POST SLEEVE 3/2/22 MF AS PER COMMENTS FROM TOS CFD ARROW O CROSSWALK ONL S.P. WITH TREATED 4%4" CORE SITE PLAN NOTES AND CONDITIONS: DATE BY DESCRIPTION APPROV. BY �]� 24"x12" W16-7P YELLOW BLACK 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. S3 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEEN 160 RO UT'E 25 2.8' 2 ZONINTHIS G REQUIREMENTS AP ASSUMES THE R E AI ABILITY OF BASED ON THIS ASSUMPTION.WATER FACILITIES. REVISIONS PROPOSED LIGHTING BAR C O M P L E X 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, TOWN 0 1- S 0 U T H 0 L D NC) 1'-4j"x 10j" RIDER PANEL AUGUST 23, 2021. PARKING . EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN S4 NO PARKING ANY TIME AM 12"x18" R7-1 D WHITE RED G.M.MPROFEESIONAL OFFICES ASSOC.. P.C. S U F F 0 L K COUNTY, N Y PROPOSED & APARTMENTS C 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. T GRADE ,60 1 .7 GREENPORT MEDICAL OFFICES AND RESIDENCES NO— sa NO PARKING - LOADING ZONE PARKING w G.M. ✓, LOADING 12 xta' R7-6 WHITE RED �. A y, IC AND SIGNAGE PLAN SITE SIGN ELEVATION L. K. McLEAN ASSOCIATES, P.C. ); 1 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. NOTES: ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS b�$5 �;' Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANI1NG SPECIFICATIONS. UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL n ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE /" PROFESSIONAL ENGINEER MUST SIGN. SEAL, DATE AND ����`51�'` Drawn By: MF Date: JANUARY 2022 C 9 1 PANEL SIGN AREA24.0 SQ. FT RIDER DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW SECTION 7202-2). Approved By: RGD File No. 21038.000 TAPERED CURB NO 6"x6", #1Ox#10 CURB 2'x3' TACTILE DETECTABLE / r WELDED WIRE 1:12 5'MIN. 1.12 WARNING SURFACE FOR THE 5 S� RAM MESH SIDE SIDE RAMP PAVEMENT VISUALLY IMPAIRED (SAFE-STEP FLUSH, SMOOTH FLARE FLARE SURFACE 0" REVEAL OR APPROVED EQUAL TILES) TRANSITION " ROUND DEFORMED 1"0 ANCHOR PIN 20 6" MP \ REBAR (3 REQUIRED) SLEEVE (TYP.) CONCRETE CURB CONCRETE CURB 1�\\ » '-Off CL CONC. _ FLUSH III 4 SIDEWALK TRANSITION GRADE BREAK LANDING 111 10 I I I SEE NOTE 8 1 S. IF 5'-0" OR LESS, DETECTABLE ( ) z a q a II SECTION 8-13 ��� I I II 111111 I WARNING SHOULD BE PLACED ON �iQ� a ASPHALT PAVEMENT SECTION A-A OTH RAMP. REFER TO SHEET 4 OF 4 FLUSH, SMO SFFSS s�� RAMP NOTES TRANSITION AND SEE NOTE 10. k..-i On I -1 O"-N {- 1'-9. 10"�--1'-9"---�I�-10"-�-I NOTES: 1. SEE GENERAL PLANS FOR TYPE AND LOCATION OF �P SEE NOTE 11 RAMP SIDEWALK RAMPS. 6" ! SECTION ELEVATION 1. IF THE DISTANCE FROM TOP OF RAMP TO BACK EDGE G� GRADE BREAK (SEE NOTE 8) NOTE: OF SIDEWALK IS 6'-0" OR GREATER, THE SLOPE ON 2. WHEN CONCRETE, THE ENTIRE RAMP SURFACE SHALL BE TEXTURED TO INSTALL EACH WITH 2-#8 REBAR AT THE SIDE FLARES MAY BE 1:10. X PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP A 3'-0" BURIAL AND TOP FLUSH 1 Q ON 3/4 TO 1 CENTERS. THEY SHALL BE PERPENDICULAR TO THE o,000000000000000 RUNNING SLOPE (5%) MINIMUM WITH TOP OF WHEELSTOP. o�0000000000000000 2. SURFACE TEXTURE OF RAMP SHALL BE DEEP GROVE, E3 12 12 oa00000----o 000000000000�a�o�o�o�000�oo 1/2" WIDE BY 1/4" DEEP, 1" CENTERS TRANSVERSE 9 1 Qi CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN oa00000eoa000000000000000000000000000000o PREFERRED AND (8.33%) -TAILTO THE RAMP. 1 PR OR TOL NSTALLATION HALL BE DEMONSTRATED TO THE ENGINEER MAXIMUM. (SEE NOTE 5) C 0 N C R ET E WHEEL STOP D 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TAPERED I TAPERED N.T.S. AMERICAN WITH DISABILITIES ACT (ADA). I-"- � ,q/--J I►-- -►I SIDEWALK CURB RAMP DETAIL (CONCRE T E� SLOP TO DRAIN RUNOFF TO CURB CURB - STREET/GUTTER MAX. SLOPE 2% END N.T.S. CURB 3" B.C. (BOTTOM OF CURB) LIQUID AC JOINT SIDEWALK CURB RAMP VINYL EXTERNAL s'-o" 3" _ = ASPHALT PAVEMENT FLAT TOP CAP (TYP.) (POST CENTERS) N.T.S. 'ICI j 6" AS SCHEDULED Q 6-STEEL REINFORCING #4, EXPANSION JOINT VINYL TOP RAIL WITH GRADE 60 (TYP.) ° O��C' �GO (TYP.) WELDED WIRE MESH STEEL CHANNEL zi (TYP.) O „ D -� a 2" �„ VINYL FILL CONCRETE AS SPECIFIED RO QO0 O x x x x x x x x 4 PICKETS (TYP.) 3 " a G TREE- DUG AS PER Q 3„ RECENT STANDARDS FOR Dg 0 RAIL AS VINYL �f �O�NG NPUBLISH PURSERY UBLISHED SECTION A-A 3 TYP. STEEL CHANNEL s" NOTES: LANDSCAPE ASSOCIATION NURSERY & G6 (TYP.) �, 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE EXPANSION JOINT CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING v (TYP.) -CONTROL JOINT CAN BEGIN, G WRAPPING AS SPEC. 144" 2. INSTALL 1/2" BITUMINOUS EXPANSION JOINT 20' O.C., �0�� A VINYL STEEL POSTS ALL CURBS. TREE FLARE AT TRUNK 3" MULCH AS SPEC. WITH STEEL CHANNEL (TYP.) 3 " TYPE "A" CONCRETE CURB DETAIL TO BE SLIGHTLY HIGHER THAN 5'MIN. VINYL BOTTOM N.T.S. 4" HIGH SAUCER (TYP.) SURROUNDING GRADE STEELRAIL "ITH CHANNEL MID - BLOCK CROSSING CURB RAMP FINISHED GRADE I I I I (TYP.) 6" A FINISHED GRADE TYPICAL DIMENSIONING PLANTING SOIL AS SPEC. r 20'MAX. -� (CONCRETE PAD 2" N.T.S. DINOTE: (MIN.) DEPTH TEST HOLE TO VERIFY AS SCHEDULED) PLAN 3'-11" <) 10"0 NORMAL; I \ \ \ \ WELL DRAINED NOTES: 12" ® CORNERS a D � J \\//\\///\\//\\//\\//�\! SUBGRADE MATERIAL 1. CONCRETE 3,500 PSI C� 28 DAYS MIN. CONCRETE I O QG� O Q/ ROOT BALL 2. WELDED WIRE MESH 6%6", #10x#10 ff CLEAN FOOTING (TYP.) O Q 0 Q 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE THICK x 3 HIGH. GRAVEL 0Q X ROOT BALL WIDTH (MIN.}-- 4. FINISH ALL EDGES WITH J" RADIUS (TYP.) 6" O� Q 0 O O TAMPED POROUS 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE " DEEP. Q Q (WELL DRAINED) 6. SURFACE TO BE LIGHT BROOM FINISH. Q V O SUBGRADE TYPICAL TREE PLANTING O a DQ 0 � O TYPICAL 8' HT. WHITE VINYL d N.T.S. EXISTING EE TO BE CONCRETE SIDEWALK DETAIL FENCE ENCLOSURE DETAIL PRESERVED R AND PROTECTED 06 �60G N.T.S. N.T.S. (SEE PLANTING PLAN FOR DETAILS) SHRUB- DUG AS PER SEE GRADING RECENT STANDARDS FOR DYED CONCRETE CAP PLAN FOR NURSERY STOCK AS FINISHED GRADES PUBLISHED BY THE SPLIT FACE AMERICAN NURSERY & 6 GA.-2 ' DIAMOND MESH 6 GA. ALUMINUM 2" O.D. TOP, CONCRETE BLOCK LANDSCAPE ASSOCIATION CHAIN LINK FABRIC W/ TIES (12" O.C.) MID & BOTTOM ALL EDGE KNUCKLED TYP. RAILS TOP OF ROOT 12'-0" 3" MULCH AS SPEC. MASS TO BE 3" SLIGHTLY ABOVE SURROUNDING GRADE x xxxx kcx 4" HIGH SAUCER (TYP.) :�• .4.,.atm..'144t.ctvi'.w_hut�''.5'a..•_:a.,s.uveE9dk*�u:M.:Yt1sr-t' ut?5,✓� c' sW.w'_fl.__.et -..�sl'✓...m f..:tib'h..s.:.ss. r utrilr ' da✓ 2'-0" FINIS GRADE I FINISHED 3 \ E x�cx xx K x II PLANTING SOIL AS SPEC. I NOTE: NOTE: CONCRETE FOR POST FOUNDATIONS SHALL HAVE VARIES (SEE SITE PLANS) A A 4,000 P.S.I., 28 DAY COMPRESSIVE STRENGTH. ELEVATION DIG 2HOLE) DEPTH I TEST HOLE TO VERIFY x Ic ED FENCE & GATE NOTES: VARIES \//\//\//\//\//\! SUBGRADE WELL MATERIAL o x x IN 1. WHERE "NO CURB" IS SPECIFIED PROVIDE COIL SPLIT FACE MASONRY WALL WITH DYED CONCRETE CAP ROOT BALL I I » xxxx �« SPRING WIRE 6 ABOVE BOTTOM OF WIRE. 1' X ROOT BALL WIDTH MIN. 2. TOP AND BOTTOM TENSION WIRE SHALL BE NO. 7 T TAMPED POROUS ( �- GAUGE ATTACHED WITH 12-1/2 GAUGE HOG x xx x x RINGS AT 12" O.C.. ALL WIRE SHALL CONFORM (WELL DRAINED) ff TO LATEST ASTM DESIGNATION A641 CLASS 3 PLAN VIEW SUBGRADE 4 O.D. REQUIREMENTS. 10. FABRIC TIES FOR POSTS SHRUB & EVERGREEN PLANTING xx x POST SHALL BE N0. 6 GAUGE ALUMINUM AND SPACED or - 'I -24„�"-� RETAINING WALL DETAIL x x x VERTICALLY AT 1'-2" O.C. MAX. "-� N.T.S. I 3. INSTALL GATES AS SPECIFIED BY THE FENCING V= 6" N.T.S. 6 ► ct MANUFACTURER. �T.c�l`c�c► �I-' 34"�x x x x 4. CENTER UPRIGHT REQUIRED ON GATE LEAVES T f"�3& x x 8'-0" & WIDER. CENTER RAIL REQUIRED ON GATE SECTION x x x x x x x x x x x x x x x x SECTION _ LEAVES 10'-0" & HIGHER. ^ °:d ^ '.° n ' ° °° : d .. ° ^' n 5. GATE HINGES SHALL BE DESIGNED TO PROVIDE A NOTES: PLAN NOTES' °° n n 4 FULL 180 DEGREE SWING. PLAN'd_ °.. ^ n°' A d ° °,. �' n, d °' I ,I i 18„ 1. MATERIALS SHALL CONFORM TO ASTM •° d" .. nO. n ° n' ° ^ ^ 6. GATE SHALL BE PROVIDED WITH A DOUBLE GATE 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR n I p e °. a d ° . n °. .d ° ° "I I' ,� I A48 CLASS 30B OR 35B ° ° ° .' ° ' LATCH WITH PADLOCK AND KEEPERS. 35B SPECIFICATIONS 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 2. LOAD RATING SHALL BE AASHTO & HS LOADING 20-44 HIGHWAY LOADING 8" WIDE x 18" DEEP CONTINUOUS CONCRETE CURB 20" 0 CONCRETE 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLANC FOOTING AS PRECAST OR APPROVED EQUAL. 24" 0 HEAVY DUTY FRAME PROVIDE HOLE J" GREATER THAN DIA. / OF GATE SPECIFIED 24" 0 HEAVY DUTY FRAME & COVER BOLT. DEPTH MUST BE GREATER BY 1" THAN & OPEN GRATE COVER BOLT TRAVEL. N.T.S. N.T.S. DRAINAGE NOTES SUFFOLK COUNTY STANDARE FRMME &BG INLET RATE: 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 FRAME - TYPE 2, PATTERN #2605 6 ' HIGH x 12 ' WIDE CHAIN LINK FENCE GATE NON-MOUNTABLE CURB BOX n-T-7) GALVANIZED RETiCULME GRATE WITH LOCK 2. ALL CONCRETE TO BE 4000PS1 ® 28 DAYS - PATTERN #2605 WITH VINYL SLATS 3. UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON EXISTING UTILITY RECORDS AND ARE APPROXIMATE N.T.S. ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALLOW 4" MIN. FOR CASTING AWLISTMENT GRADE THESE LOCATIONS AS WELL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. GRADE EL. (SEE SITE PLAN 4. ANY TRENCH, PIT, OR OTHER EXCAVATION THAT IS LEFT OPEN AND UNATTENDED SHALL BE PROTECTED AS DIRECTED BY THE POST CAP • : ENGINEER WITH FENCES, BARRICADES OTHER APPROVED METHODS. I��® e NO DIRECT PAYMENT WILL BE MADE •z� °4 xa-�-.x�az_.°.x PEHI �p:..°. (- ---- - - ROUND END & CHAIN LINK FABRIC, CHAIN LINK FABRIC 2 -6 x4 -0 �3 z 5. INVERT ELE�/ATIONS MAY BE ADJUSTED IN THE FIELD TO MEE-f ti�AR U '2022 CORNER POST (TOP SELVAGE 6 GAUGE CORE ,5" HDPE ® ® ® ® ® ® I g Z FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED COLUMNAR EVERGREEN 2.875" O.D. KNUCKLED) 2" MESH Z g DUG AS PER RECENT �-- o w Z BY THE ENGINEER. STANDARDS FOR 5outho�c, Town NURSERY STOCK AS Planning Board WRAP PATH 6oz. (MIN.) NONWOVEN ® ® ® I Q ¢ 6. ALLOW FOUR 4 INCHES FOR FINAL ADJUSTMENT OF CASTING. GEOTEXTILE(FILTER FABRIC)OR z Of Q ( ) PUBLISHED BY THE �- SOLID RING I ® ® ® E®® Ld Q c�z ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE x x x x x LINE POST i o w BLOCK, BRICK, AND/OR 1:2 MORTAR MIX. LANDSCAPE AMERICAN NURSERY ASSOCIATION 2.375 O.D. ,.,.._. -,-.. ..7....,. V o OD BRACE RAIL CONTRACTOR TO IN 8 of I 7. USE TWO 2 INCH MINIMUM COVER ON ALL REINFORCING BARS 4 HIGH I ( ) SAUCER TYP. x x x of L ANDRSAIND A�Ts THE Ucn,REs f, UNLESS OTHERWISE NOTED. » HALL I. 4: : 3 MULCH AS SPEC. TOP OF ROOT CROWN S r-' 2 -0 8. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING NOT BE. MORE THAN 2" z z z z x x -z I: ) f BELOW SOIL LINE x x EXCAVATE AND BACKFILL 3 FEET (1 GRAVEL DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE AROUND AND 2 FEET BELOW I' " I MAT'L) GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND 3 MIN. TOP OF ROOT MASS AND LEACHING RINGS WITH SURABLE x POROUS MATERIAL As : " I SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF -� 1 FLARE OF TRUNK TO BE BOTTOM SELVAGE I APPROVED BY THE ENGINEER. x L__�_ ___-__-�---._,_._'____ _._�.__.`_._._____�___�_J� TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND SLIGHTLY ABOVE HOG RING x x I HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT SURROUNDING GRADE (TYP.) x I #7 GAUGE I I PAYMENT WILL BE MADE FOR THIS OPERATION. AS PLANTING SOIL FINISHED GRADE x x TENSION WIRE x x LINE POST TIE 10'-0"4S LEACHING BASIN DETAIL 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3". 3 ti41N. 1 x x x x x x x X x-� -x x x x x x x-� ADJACENT PLANTING BEDS (SEE SITE PLANS) REINFORCEMENT NOTES: ROOT BALL i\ x x xx (TYP.) " 10'-0" " 1. STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC \ x x x x x x x s-0 4-0 » NOTE: 1 POST CENTERS POST CENTERS 6 x12 #6x#8. TAMPED POROUS DIG 2'(MIN.) I. e e I a • . - (WELL DRAINED) %�i�� DEPTH TEST TURN BUCKLE I e ) CONCRETE I e .. .... 2. STEEL REINFORCING ON CONE SECTION 12 #2 VERT., 1-#3 TOP, SUBGRADE HOLE TO VERIFY FOOTING (TYP.) I I e • . •°• , d 1-# BOTTOM. 3X RO WELL DRAINED TENSION BAR " ADJUSTABLE TRUSS ROD ° ° . ° ....�°. q$: d•A a s,a° O� &I SUBGRADE �I r7 I Ia' I d e W D <M e ° Ty MATERIAL d • ° .. d 10' SPACING (MAX) ° ( I ° .. . • 4. �N. I • d ° a .� e. d.e L� J CONC. DROP " ;d • ° ,e a CURB (TYP.) d 4 .. d '° •r , + " EVERGREEN SLOPE PLANTING r. ° d• (POST CENTERS) �5 I N.T.S. ASPHALT . d. �: • d.• FENCE SECTION ELEVATION PARKING a y , . d .. LOT AISLE ° • ° ° e : q ° d 10"0 NORMAL; d. A. 12" ® CORNERS a . . . .:a 10 d AA.. ° 6 ' BLACK VINYL COATED CHAIN LINK FENCE °: • ' °: . . d . aoao aoao " 3 36 DATE BY DESCRIPTION APPROV. BY A. d • .. A. � d 21 �4 WITH VINYL SLATS 1e I11N:d:FITGH : : . : • . ... ,•. aoao aoao ao ao aoao •a REVISIONS N.T.S. dr.. ON.CQNG..PAp'° ° TOWN OF SOUTHOLD .. . ♦• ' d'. -,.. III IL,�C� ,.d SUFFOLK COUNTY, NEW YORK . .,..d. '• d .. •O a e.. _• ', ,d•• ¢ PLAN SECTION GREENPORT MEDICAL OFFICES AND ' e : ° (POST CENTERS) RESIDENCES • ♦. ,. d °" • 6» NOTES: • .. 1. MATERIALS: CONFORMS TO ASTM A48 OF Nf!"✓ SITE DETAILS • °• • ;4 4' ••• d, .• •d♦ .• ° _.ed ° CLASS 30B OR 35B SPECIFICATIONS • • •:4 d• .• A. ,:• i. • ff 8 2. LOAD RATING: FOR AASHTO & HS 20-44 t50 C D O ' HIGHWAY LOADING ILP 54" 3. FRAME AND COVER AS MANUFACTURED L. K. McLEAN ASSOCIATES P.C. VINYL $' HT. FENCE ENCLOSURE (TYP.) BY LONG ISLAND PRECAST OR APPROVED vitK;� � ' SECTION y CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 EQUAL. Sheet No. THE EDUCATION LAW OF Tl#STATE NEW PORK PROHIBITS AS NOTED TYPICAL PLAN of DUMPSTER 30 " X 48 FLAT CURB INLET DETAIL �' ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Ei69f3'J Designed By: MF/CFD Scale: AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSION& ENCLOSURE N T .0, ENGGIN�EER, WHERE ENGINEERMUSTTIONSs ARE,,E .0i`�54����t�c. Drawn By: MF Date- JANUARY 2022 1 N.T.S. DRAWING AND/DESCRIBE THE OR IN THE EXTENT OF (NYS ED.ON O SECTION 7209-2). Approved By: RGD File No. 21038.000 X 17.2 X 16.5 \ X16.9 X16.4 X16.3 \ X/6.2 X16,2 X1b•4 x1b.s x179 IRRIGATION AREA = 76 316 S . FT ° X 16.6 X 1&b y XI6., - -'-X\�7-•0_ X,75 _`` X18.2 �� X19.1 X191 Q OR 37/ - X 19.1 /� _ NOR TH READ (S R 25) (TOTAL SITE AREA= 204,701 SO. FT. �/ PRESERVE AND PROTECT __-1b ' PRESERVE AND PROTECT , `1���`'fT,, EXISTING 6" TREE EXISTING 6" TREE PRESERVE AND PROTECT EXISTING 10" OAK TREE ``-_ PRESERVE AND PROTECT PRESERVE AND ' xI72 / ` = . ° •/---�/-' '� _..`• \'-, EXISTING 6" TREE PROTECT EXISTING /;/\ T'`r'/ 157 y #385 Q,� RIM= 8° - \\\ �-/ 09 � IM=16.08 ZONE 2 ; � 498, 7 � TREES & VEGETATION FOUR ZONES FOR THREE DAYS OF IRRIGATION WITH ZONES _ ./V 1 & 2 SCHEDULED FOR ONE DAY EACH & ZONES 3 / T _-____ r _____,�_ _ 759 x �5�7 ___ _ s s- - ry -- E __ e4 ~' PRESERVE AND PROTECT ✓'[ 2�9 EAST 384 # » --------T ------ T----------T-- --T--- T __ ' --- T �r�' J59 x .lC16d�ER__ ,t NCR T rn wA - ____________________ ___________ -� -- EXISTING 8" TREE 4 ON THE THIRD DAY. ,' _,/ l6.- X 1 --- - - --= _-T----- --T �!-' `�� T ------------------- -- �.. -- -------T---�'===_=__------------ --------- ------------------- -- - - x19, IRRIGATION ZONES r --�-- -f--T-==�----__,_ CONCRETE SIDE ------*3a ' i ----------- T ter, � // \ ��� � /��' �\ 1 ------ � F�S��NI�_l;✓A�-�.�A��NQRT,�_ _ MaN --- I ZA \ \ ' / ' ,�,�1. '1 ' ? '- �T-- - -� T X \ - - ZONE 1 NORTH-WEST LAWN AREA AND STREET TREES x176 i � t1: �• ,� /C 1 `, / \ // �\ \\\ / \\ , 1 // , �, , �/ I PRESERVE AND PROTECT cost \ \\ ��'``---��\ %></ ( \ / f1 - EXISTING 6 TREE 26,61 5 SQ. FT. STOP /__ \I l \ 4, / \ / WOO FENCE X16.7 \ / / f _`` I\ / / / �, , < \'`, I N_ / \ V / \� y' -,�- mac---;� us�l---- �1 / I �// \ \ h/\\ 1 I , \ / \ �- _'\ ZONE 4 I / v' \ / \ k---- I // I / /// / \\ ' / \ ,1 I/ / \\ /\ �/ >' / �/ / .1 \ lo* " \ �� \// k��-�-- \ / I / I \ / ; I ��- - _ _ ; �-i ZONE 1 _\ I \ t )I\ , /, _// RESERVE \ ,'i / \ \\I / I ��\ I/' " \ 1 \}/ / I \ /,/ y �? ,'<\ \ ,/ / \ i` x cam"' c/• \\ \\ \ , I �- / 1` i i / I \\ / I \ 11 \ / 6.1 4 \ 1 ' •/ / I / /' ------ f 11 -- c-''I I __ "1' `� ' ��/1 I/, , 11 /' V��`\ `\ I >'�'j /' \,''f� \ -\-L�'� . 1 I�Q\ / \I I. \ ► 1s I `. II ' ram_ 1/ J�� - , F ZONE 2 (BUILDING LAWNS FACING PARKING AREA & NORTH >ND PROTECT // / I _ � ___ \ �7,- _ 1 - ® / I/ ~� y ,� I \ k 'i \ .I \I 1 ^- _ P // I I I �f'-- / _ - \ o\ \ I / /1 \ / 1 I \ / TANS- ) .XISTING / J \ / I ® I \ `§.. -- --�I /`\ 1\ \ ' y \ 1 \ a N' & SOUTH-WEST LAWN 1 1\ Rv \\ /I \\ % �\ \\/ c / \ \ \ / / / \ 1\ / I \ s / i TREE / \ - / "w►�-�-�-'Q ` "wM--e"wµ-�-� L> * \ / / \ / = 18 FORMER 9 q PH \ /, I \ \ . \ / \ "WM-�r--1_ �.� ,\ . \�I/ / \ , ,� Iff , ,n,,�,�, r PAD L - 16,106 SQ. FT. X v.4 .S~y I \ / \ \ / r "WAI--tea `'li, r- / \ \ / '"'��' / /i \ T / \/ l \ l /J / I l \ \ \ \-y(g - '.. / \ \\ l \� v \/ \ / \\ I J / I �x ` w b(t7 ; /, -_ L_- �\ \ / / \ /\ \ , 11 \ 1 1 I I / I 1 I-- \ \ I�_ / \\ / ,' A /'\\ \I \I /' , I \/--/ I / A ZONE 2 \ I \ \ / / \ / < -�- \ .r4 0,6 / \ \ / /' \\\ l r;`f .� \ /, \ / - II > r. I" r Y l I i �/ "/1?r V 1-1: ,,t'"y`�/� / / f f<�\ \• ,� ; ----:.^E--^--E `t��� � �r 1 � J - -F--r -, l / � - \ 1 N . I/ r PRESERVE i /i/ ' \\ \\ ,'/ / ,-- - \ i �\ \\ ,' \ ` - \ ?\ \ , ; • ;: �.1 -t -S.�c�Tr s ,r" `' 1,/ /" I>' ' J'� \�*`,',/- �y °f/L�j \ \ ) ' \ _ TRAt' _ ,\ , \, ___ , 1 I ZONE 3 (DRIP IRRIGATION AT ALL PLANTING BEDS AROUND AND PROTECT / / -- \ 1 '/�\ / '// \ `` .� , <' : � _ -\ I' EXISTING // j r' // I 7 �e �_- --- -®_ --- - ` ,__r xi;f/"�\!, � \ FORMER \ _- "�� Y" i '`• `" I ---i �; f/ � L \ _ _ , ., •� 11 \ \ 1 \, / ,� __ ,t. I I I � . � PARKING AREAS AND AT FRONT ENTRY OF BUILDINGS) 18" TREE !/ / __ \® /� , \, i / -�.K\ .;; ./r , ' � �;�-,� `� ,\, \ �x ; I V / \ PAD PROPOSED BLDG. 2 y PROPOSED BLDG #3 ' / --. - I ,*\I �� \/ x 6 _ �``'�. 1 , ` a �, , / 1 \ _ PRESE V = FT. ' " I I\ R E AND ZONE 3 12,446 SQ. , / / I. .; , �� __ ' 1ST FLOOR 4,847 SF 1ST FLOQR 4,847 SF ,J I /' \\ l / \'4-\ _ L � ,` ' ` MEDICAL OFFICES :5 'Ifj _ �J L <'-0 --r , �.� EXISTING TREES € _ x �, " ` I PROTECT ALL ! I/ \ / \ r _ PRESERVE AND PROTECT MEDICAL OFFICES / / Ta �/ , �6 \ ' \ \ 1/' 2ND FLOOR ": / 1 o: i ALONG =EXISTING 6 TREE __ �" z' 2ND la V I � \ • 198 HED = - I I \ / \ ` FLOOR ZONE 3: \I\ I \ •�• / s r PROPERTY LINEF ZONE 4 (NORTH-EAST & BACK LAWNS AND ,� �r,� \ / / \ / , -- '~ 5 HOUSING UNITS BETWEEN . \ 1 / ( BUFFER t 1 --. l, -„y a 5 HOUSING UNITS BETWEEN )�-�G. r\• \ 18.9 1 'p �6.5 ; \ /, \\ / \ .:.M„=,,:,�. v 'y -.. ZONE 3 451 -fi�0 SF � ` - � ``` �Jlt! I \\ y(t X197 1 SHED 0.8 I\s`�- ' I L � PLANTING BEDS) __ _ \ // PRESERVE AND PROTECT 't.'` °�, `�; 451 --fiOO SF ZONE 2 J�.I�� �.� I \ �` t 1 S - �� - - 16.1 61 X1 _--_ \\\ '�- I \\ `f' EXISTING 12" TREE S 5 HOUSING UNITS ' ' 4 I 5 HOUSING UNITS �`� \ `�� . ` ' `ra' -20' B, DG '� ZONE 4 = 20,839 SQ. FT. -I ---�5' ` , \ , ` \ '/ _�.: ,__.•...:.. -- LESS THEN ' �Ta °\ . \ �. 200 �0`7 LDG I. 16.8 / `\ 1\ {' \ PRESERVE AND PROTECT I/�� / \\ I , f , ,`�\ 't: .,it I,: �\ r LESS THEN 450 SF - --- ��°�-�=`i t\" �`. ( 6. Q I B ,,r`, I /' \\ ► ',� , I / 1 / \ \I (F.F.E.=18.0 rt` " '� k` •a'1 11 ' � a T RIM=16.00 1 _ \ I ,\ �, ,✓ EXISTING TWIN 10 TREE Imo/ \ ) ,.-•• , \ ', (F.F.E. 9.0 ) l ,"\ Y / 1b ,/ M 1 �\ \ I , ,.� 7 • >� \ " \ ®"t \ IY x\ 6 60D SET �D 9 NOTE: AN IRRIGATION TIMING PLAN WILL BE 1 / \ r \ �" ,;^' I y --< >!' . '' \ ` _ c v\ / \ \ // PRESERVE AND B 1 \ / \ \ � , 11 I f / \ /1 l J I __ �<� PROTECT EXISTING ' G IMPLEMENTED FOR THE SITE TO BE IRRIGATED IN a _ / PHASES SO THAT SECTIONS OF THE SITE ARE TO BE )If '� ` � - �= }'~j� � ROOF OVERHANG -� \ � '� '� 6" TREE <� / 3 D I`, A / ' 1r -14 I --- - - - \\ * I �:=z- ROOF OVERHANG \ / 1 1--�V/ \ -r --- l ; f/, \ I -'_ ' . r-�'r.� '.....�a�� .._f..._ ... �; ,. -- "#' IRRIGATED IN ON ALTERNATING DAYS AND ENTIRE SITE V 11 \ i' \\ r / \~: / \\ %I \ d�? `� ` l� 1, '��'u'i"�r��' """-,`�"��'I �Ir� a.r-r+•. /" ���` T`�'' ►� (� 1� y,. 1 , F rf W ��\ i --ry, ��`-�,.�1//1'' ,.y ` f� �\ k, . y IS NOT IRRIGATED ALL AT THE SAME TIME. / VJ I _''' \ \ I 1__ ,- / \\ \ 6 i I / ���� \ \ ' , 1� 1 \\7//�-://' �� ! 1// I '- 1 \' �\! l / M 1 / \ I / \ ♦ I M, I , } / /Y \/1 / t ,/ I ,I.. 7 / \ \ �/ lr ,' 1 �/ 7(; l _ , , \ \ / \ / r� I I q, / t /\ \ ,-il / \ {/1 I _ I / \ ' ��I \ v\ A / � o, LAWN IRRIGATION LEGEND 1/ I / I� \ / ?' ,`� /t jI I/ .�� y�r�, }a�,� I I /�\ � A4\ �`f-►� ' I \ 1� _ 1 �' ) \ / � A \ I��C �\\ % i\\\ / fl � : . ��t s. � , �DG /"\ J " 1 \ / /r \ 1 / } / r �` i -l'i / `�/ \\I \-J-T�\ 1 " / \ I \ I " �. ZONE 3 x -i�� .-11 <�yl \ `< I v�/c-�\ - 1 / �,. �- 1, ,, / ~ �,r // \ \ / / , r - , - t _ _ PROPOSED FULL CIRCLE .� , . i//' x / v \ / J , \ \ / -1 JI y _ ZONE 3 \ c�0 y p \� IRRIGATION HEAD \ ` e r- \ / d": ' lr/`' �. /-, , \ ,/ n n \ /v \- \ o '� � '/ � =\ \ / t//\ \ / \ // f \ \ .I \ a <T\ � "_ <.._� - � .L/ / I 1 I \ /,\ '' \ 2` _ _ 1 h' \ , ,k \ v k I / ,\ v \ \ s ,t / \ 1 - \ / ,/ w 1 I\\ j-s I /x •\ `, --sue-- ZONE -1 1 / L \I qI 1 \ \ _. _ _ _ _.. _ +�;, PROPOSED HALF CIRCLE mmm 16.0 Y', _t a�\� // I I �/ - _ I ` } oo°° i -+ -" /' `" ,a. • ' a I , �-.\ I \\ s /-• \ ' i j/� • _�-�'/ \ .-/ ._./- "l 16 y ,„ __71 :III -'" i . : - s l r ` \, '\\ \ \ �---� IRRIGATION �� \1 I , 1) �. 41 t / ��. TRANS I ' _J i � \ N HEAD �..: \ ' < \�" x '' , ,y �� // I. FORMER f , PROPOSED QUARTER CIRCLE \ \ / \ �� `11 • 1 _ \n r, PAD \ \ •-- -4__ \ _- _ , ,f'I' P I IRRIGATION ZONE 1 \ \ y / d. .. r 1 ' �: I / \ �`. ON HEAD `rt.. `` t i \ \ / 1. ll t I\\ /' \ \\ .. / I 1 4 I rf3 ? Id V = I ,f, y � _ ,, " , � . . ,. \ \ ° \ \ i� \ s. \ \ �1 1� /^\ � i 1 I \ / \\, / 1 ,`\ 1 ,\ r, bI,I_ �. I x -.- I y, \ s 1 ' PROPOSED ADJUSTABLE. ., \ ,r 1 I \ ,' '. I ,*-- I _ r r r r r \ T--f I \ , xl&1 \ 2 1. CIRCLE IRRIGATION HEAD 1 I \ / .. / \ x __ I ==6,_ \ ---c s=--�:----c r r ---r r r-� -r r r r r r r .- .- 1 y , \// \\I ,�; �-/ 1 ZONE 4 m , �` .r) , // ..'�\ -I ' / '�` --- 8----o---o --- o ----c-_----c ..-.--� •---- -------o ..p r T r tr r-�-r / /i\ /\ J �• I ✓ i 1 %\ "./ Yr , \ .. .. -- / 1 ;.re I/ \ / c �T , \ �_ �. I f;;�_> \\\ �, \ \ /,'/f ;x' +: s s t: s s Is s '-1 \ , 1 k/' i \ /.11 I _ ', w 1 _____ _- .. .......... .... __......_ __ (SEE IRRIGATION DETAILS ON THIS SHEET) r'`' \\ I J - ' f/ 2 �� t: g "_.g"'..W.."""~ ffi S s 5 D- s 5 -=-s 1 h-I, .• I. . �1 /. / - \\ °° ZONE . I I ° k 1 oy- .� /\ �/ / ,r ,, \ / ° i� �' `� it f / :< <. \\ _ 1 , ,/ r,£ .. � ' / I \ \- �, � PROPOS LDG #1 jj y, I ' ''""" � :f! / , 6'. x 15s 1 �, II h :� 1ST FLOOR ! ;4.. ; I01 '"-f PRESERVE AND / K ,> r }' ' IRRIGATION / (1 , - R 4,847 SF \ :A -. -, �. al 1 w C air\i ' PROTECT EXISTING \ VALVE BOX ZONE 2= w TREES & VEGETATION \ QUANTITY _ _ >` TYPICAL SIZE OF IRRIGATION HEADS 1 ii \ / "/i:�X, 1 MEDICAL OFFICES Q t , \ , / \ t'r 1 „ f` ti I i - - ' 15*"NIE-=� a"taDPE-...»! 1 -- --E-^-- -E-^- -E--»- E -"'-""- - ,\ L c, \ r` - -- / w 11 - I I N I ,� 2ND FLOOR - \ r \ J-`.�'. 1 f Y► , -,: I _`-- � , 11 - .. ._.�' . .,,...%� w;t - 14 �, ' ` � -- PROPOSED N30 FEET RADIUS ZONE#1 = 45 / R 111 , \\ \ 1 I I � 5 HOUSING UNITS y IRRIGATION HEAD / \\ I I I w ?, a ,1, . . , t< ^1 �: MN IRRIG �� \ .v'v \ r-i \ /+ ij BETWEEN o '� n ,' ----_ / \$ 1� - L l t f• . \�/ \\ x ZONE 3 , _ n r" / \ t xt e y - - ------- ------J =i. ZONE#4 17 , IN` ►/\ /' 451 -600 S F � , I f '„ / . , I, � I I � , t , \ , / \ \ = 5 HOUSING UNITS o ' ��_ �, .._ :., ' `;' BLDG. #4 , ' / a`\, 19,0 I n ,�:;° .e� , ;. `� --� � / �� PROPOSED I � 6- -.�,: , 1 / \ / /' / ;`" o `; I ,;:." \ ,,, _.-;.� \� o \► ` � �...... x _ ; \ PROPOSED -10 FEET RADIUS IRRIGATION / ;:r' 1' \ LESS THEN 450 S W I \ / f `tN '''I ,'' 1 ST FLOOR 4,847 SF - \ \ >"/ m _ \ . F fK \ �� \ I - IVALVE BOX 'i ,/,- \�',. \_'`< P� - �, J y� Y> ;� 13 f '" %t 0 MEDICA i .' ° `, �;�~�Yy;\ I \I_�,• IRRIGATION HEAD ZONE 2 - 222 1¢ �- (F.F.E.=17.0 ) I .11 �-' " rJ, \ �, L OFFICES \ ��` I Its = \�k,L rKi1. ' I 4y \��\ /`� 0 2ND FLOOR I / Y;� ; Z ZONE#4 = 144 I J \\\ /I `E ° -I- I . ,� i < 5 HOUSING UNITS � // \ \ �`�11 ;',a. 1 3 'i"'.`4' \\ ; I ,1:,I / I I , BET %' �, `\ 1,,� _ � �+� PROPOSED N5 FEET RADIUS x14.9 \ I /. , 1 � \ � \ , /� 'y,�, ,1 ZONE 2 = 14 \ 1.1<<,� II~�>. � � : I' /' 1 .TRANS- ,�; /�\ % I ,r-- �`'' .--� ,--- D 451 -600 SF '/ 1 �/ .k ,�.�.;^ � 1 IRRIGATION HEAD WITH 180 # �. I ,`r, /\\ t ,, FORMER ( \ / ,, Z \ \ \ ,, r NOZZLE ,., J--,a I- J.,_.,�1 5 HOUSING UNITS x ,4 \'. 19.311 ZZLE ( 0.5 GPM) 1.1. \ \ . ';� , \\� \ PAD \,.' / J _ . 1 I / `\�J L� .:' , \ y,, .- �, \ _.01 J it ..Jf LESS THEN 450 SF .. I o ey , \ -T n i�n,I` • `:1 :` F II -+ ', � (F F E =20.0') \\\ I 1 \ /b A 11 V / ­ 11 A - - -J I "I I-A ,I 1 ; i J ` J Y ,. ZONE 2 '' / I \ \ I / /\ / / /` _ x i /T / �,:>f t;. - V' - y-#- ' -1-/-\V /' \�/ * t.\� r4 / I �\t ' /, \ '�," V I ZONE 1 \ 1 /� / i /I , e \/ \ / \yl �. / = ti ' +��__E,_.. - ,._..__r_�.�..._ __E_��_mot�_ .►•._ -'e- ,•'� -.,\.; ,,..- y, `� K '+� '� \ �\ i I/' \ i ;;;�. �„a`�; IRRIGATION PLAN NOTES: 000° i 1� �"__` \ \ l/ I �,`\ l\ I / \ / / \ \ , \ 1 \ / , �, - �\,'�s. ..f' .,,~r.,,"^,,.I-.:,,`..,, 3 .`..��' .�A, /, f. .,,,.� :I \\\ / \ / - \• \ \� `� \ / � \ \ \ / / ` , ,' f' _ `�Y; _�,/ ,\/, % ZONE 2 - \ / 1 �. / I, T: \ �/ \ / If , /\ /\ / , _. ^-_� IP -_ - -' Oi '►'-,�. 1 'Is TIN \ ) \.. -.I, '". , , _ _ \\ \, ,; /1 \ \ /\ > \," ./' \ / , \ , , \ \ , \ \ , •\; I _ __ y.:,s \ 1,. ,_ / ��� I- d/ ,r,�;�- � , \ i I, "y FEN 012'E 1 . SEE LANDSCAPE PLAN FOR PROPOSED PLANTINGS. •l /� , `\ /--� - � <'., \ \ / ` :/• \ / \ / \ / \ i.`a ..r / !'i Y.'�aa -_ / /\ \ X a\ jy r f i.�r1. - I I2 ' i a; - - �✓} / •� r T �- ��1=�-c J� y I ,�_ �ti.. \ 1/ \ / \\ / \ 1 / t..� .)`/ 1 1\. ,� Th , i ��-- \•< ,� / i I \ ,.>, . / / \ x .-i -c > 'S� _ l s -L --- / / E y a / f s' EN Ol'E i{ / ' x 1 1- x _.� = : _ - _� \\ \ �, \ I ;".f' X LAN FOR P /y` s \, 1 x / \'/ /♦`1 \ �' ._� �h r �\ \ /, ♦ •. m /' / \ 1 8.! 2. SEE E & GRADING D GRADES ` h -' s. \ r f ► r .y \ DRAINAGE ADING P PROPOSED 1 , // \ // I/ \ \ / \ , \ , \ \,\ y�.. \ V ��Li/ Y' ' \/ \ / \, \ / \/ \ / \!`� / V ,T /x� T '� ��\ 1 \ _/__,1� .\ 1 \; r ., \ r' ' ?. 4'� fl, - ��r / 7 \ x1el.� -,/. & \ ,<t_� / \/ \/ \/ \/ \ / \ / ,,\ /\ Y /\ \ /\ \ // // \ / ,\ / _ 1''7- \\ ZONE 4 "''., / I - -- -- i \',\'` I // .. \~'. - -K n =-� _ . -.-') x1 ,b \ I , �> STRUCTURES. z � - `'\\ "\/`/V/ \ l \ / \I / \/ \/ 1/ \ / \ ( \ ( \ \ / , \ / \ / \ / \ / \ / \ I n I I '.rf r-sn°'' \\ c , x17e \ z \ >\ �/\ ->\ �� / -y; / /�\ \/\ , ��,/ \/ ,/ \/ C \ /� 1 I- \ 1 (jt4 j,' .. :u.,_ \ y -- tie x 1 \ 1 W y /, \ ; "\ fi _ f__ , „ /� \ /,/ / \ i \ \�,, 3. SOIL MOISTURE SENSORS WILL BE USED WITH THE IRRIGATION fr" -I SYSTEM, TO WATER ONLY WHEN NECESSARY DURING TIMES OF (.A , N . \ �."` / ., \ / L �'(\ \ cam i 1 ! // \ \\ I X16.1 \I \ X\ \ z \ \ __� x�q g - -- -- _____---- _ --- -- - -_ , � � Ir -11 , - I ,� - ! - - ` - - - __ -- LOW SOIL MOISTURE. k " \• PRESERVE AND PROTECT EXISTING 6" TREE_ •,`� �� - ' r8 ` 1 h \\ 1\\ ' \ / / \ 1/ /-i % \ 'x n 4 NO MORE THAN` - --1 /Q CP 9 1-- >> 1 . \ 1 e , s 1 000 GALLONS VE . .r USED ` iwK FOR IRRIGATION. k � ... ... _., - •_ e. X 16 \ _ - //`\ f l � _.. X 176 t7 �. ,S k (o / 6. \ Jo- \` l \\ 8- \ / \ 79 / - , - 1,;j�' 18.0 X154 ---- --- 1 s \ ® �- / \\ ; ,a. s// 5. THE FACILITY WILL NOT RUN THE IRRIGATION SYSTEM BETWEEN / �_ /Y Ir,_ \ / \ RIM=13.88 ` '� =.;. ' - _ _- �r -- - -- - --- - _ __ ___ - - - - V, / �..- -�' � -,. \ I \ / \ ,'� -�� �- W ,' �'-''k:., .s THE HOURS 2:OOAM & 7:OOAM 4 , - ,_ 'I- TI J!1�'L.= �� ;f z �L` - - - - \ r. _. g\ - / - _L / I a. / .A� .� \> \t -I _T__..,.F.:�._. r'-.,r +1° 'r =�.�:�' _.tl._ 'Q ♦" - _ _ _ ,,. ✓' X 158 ",`. �-.' }' >-\ '�>.•�'""°•=y. -=`6[j9'` *"4""'",,,.. r�,,;�,,/�' '�' , T d \ \' 1' {/! .r-_ r_ -i «L==# +tom L£ - - - - - _ I - o > y \1, - ?• / \. / ,l / .�. :\" ]" ,-,... ti._ ,�^ -,�_- •..-.°--- h-•�,. e�.�_'' _- -�* - - - ♦ ,) 16,0 �C ,i�;'� `t' / .\ /. '/., / I ram` 1i •,. $' C- ?. ?- __ r- ..a-v _ "� _ ./ ./.: / \,' -\ -'\ ,�,k\ \ 71",d1Z l r \ - _ I _ d i r \ - __! ,,. \\ - i '� t4 'lam / •F ., 4 , 11� II `-i 3.' to / 4 t \ l 6.8 X. .. \ \ri ✓, /. p, �_ - p J / `i•' r Id- \• ✓, -- i�.'�, �` I. •...�, -i , s'• /.r dr r/ .i. :.r,{ , p0' a� •"" "'I t\ +rirw�►- a'" f ,.'. `t \ /.. %,\" X 6.6 -.1/i f 't; .. ' ._1'` 1 ^^. .'�.,. {- i X ri. a, `.,,� ,�r ,. Y .,/. / \ ... �.�` •'r l I I y v '� I" W,/� `%� �� - \_ Y•..\ Ti. L \'" 7.I1\i 1"Y J'f,: I )( 'fj .Pl a -�.. 1 O T / - -- - � y� _ /�_ y t�' :;�-.` n X16,9 �'- /r`•: ♦ "3„� _'-. :r; "`"\••eR�� �`. CP 6 _ `�„s _ :.,•�,'`., `ti; z�� >:• 1 „ '�� / r �`-� �r":;�'� � I� .i ��" �\ X1 .6 \ c' A° O "r'-- _ __ - s �� i� wi �L . Y. '.h X159 �3, j% / J: .f \', 1, \ 4 yi`! sj f CB MAG SET h _.. - _ -- - -a - ^J'� '~� I;-,''` �� '�'�_ r. , '�' `l '/ J' 5 �. ---- - - -------- -` - - �'r. \ y-� ty.;_ a y_.t_f-1-.--Y_-; 5,:;l_. _J-1- .",eeA-._,.._.ram_ __4fi' 1.�.(a' \ ! \ o- .r ASPH. -.. _ 1 - -� UNPAV fi1+� x 6' PVC FENCL� MON 1 ^ ' w '-- - t3.9} 4.5 `--,.._- 'I HE J� J� __....___ \\ .. cc.- _ w�ik r �' '` /. %....�. � r"`\'�_,";.'�' ',\ '~���;", �' \ _.__-._ I \ 6. Jo J \ V - v O .,: X,l��. i , \\ (. MON �. MON \ \ PRESERVE AND PROTECT ALL EXISTING TREES ALONG PROPERTY LINE - , - -- SHED / 40 \ 8- 6• \ �` -H i ''' / /A-J3 `\\ �`'-- _-}` \ -J� i� ED srK FE IRRIGATION PLAN CALCULATIONS: X 14,5 a° o , % X 16.9 \ / SHED MON S D "'� SHED '" S 6202013911 z ` '' 1 RESERVE AND PROTEC \\ I� �1` I, r/'/ ' EXISTING TREES & VEGETATON ' % ;,, � _...N , ZONE 4 521 6 5 \� ► ALONG PROPERTY LINE in o 0 1 . USING HUNTER IRRIGATION NOZZLES MP3000 (30 RADIUS) AT 1 \\ S 61? ,�0'39`" W Z w i 40 PSI, 360 = 3.64 GPM, 180° = 1 .82 GPM & 90° =0.86 � ' SHED o , �1 194, 18 GPM. - ,, 2. USING HUNTER IRRIGATION NOZZLES MP1000 (10' RADIUS) AT \ 1 ° ° ° 1\ xtb.4 `I 40 PSI, 360 = 0.84 GPM, 180 = 0.42 GPM & 90 =0.21 10" MIN. CLEARANCE , I PRESERVE AND PROTECT ALL FOR DOOR OPENING EXISTING TREES ALONG GPH & 210 = 0.49 GPM 1 . 82 PROPERTY LINE 3. USING HUNTER IRRIGATION NOZZLES "5" PRO 0 SPRAY FIXED 0 20 ao ARC (4' TO 5' RADIUS) AT 40 PSI, 180° = 0.27 GPM a ® 0 PROPOSED VALVE BOX MODELS \ N Feet 4. ZONE#1 HAS (14) 30' RADIUS AT 360° AND (31 ) 30' RADIUS p VB-STD AS MANUFACTURED BY � ` r` 1 1 SCALE: 1 " = 20' (� 1 1 ° RAIN BIRD OR APPROVED EQUAL. ` V ,, � , � �' 1 � AT 180 , WITH A TOTAL OF 107.38 GPM. � � _ ( ) , (153) 10 RADIUS AT � � ® � ,`j, ' ' `Q 5. ZONE 2 HAS , 46 10' RADIUS AT 360! ' 08 °°\ ,� 180 , (20) 10 RADIUS AT 90 , (3) 10 RADIUS AT 210°AND HUNTER PRO-C CONTROLLER 14 5 RADIUS AT 180 WITH N To PROPOSED ---+�- 1 ( ) A TOTAL OF 112.35 GPM. 6. ZONE 3 IS ESTIMATED T FROM WATER SERVICE �- @ IRRSYSTIOM yI �, e-� # 0 HAVE 90.0 GPM. Iy__ If_ _ _ _ _ _ 1 il 7. ZONE#4 HAS (9) 30' RADIUS AT 360°, (8) 30' RADIUS AT 0 � I pQo ` � 1 . 38 t` x'6. \ � t`' 1 180° AND 33 10' RADIUS AT '360 109 10( ) , ( ) RADIUS AT - © \\\ N r 1 180°, (1 ) 10' RADIUS AT 90°, AND (1 ) 10' RADIUS AT 270°, o PROPOSED 1 10o PSI NSF f ' WITH A TOTAL OF 121 .52 GPM. CONTROL WIRE IN ELECTRICAL POLYETHYLENE PIPE PROPOSED 1 "� CONDUIT AS PER NEC CODE 100 PSI NSF a � '� PROPOSED DOUBLE CHECK VALVE T0. 40 POLYETHYLENE � I � 0. 45 I I MODEL #LF007 QT AS PIPE � - J I (A O MANUFACTURED BY WATTS OR � °' APPROVED EQUAL � t 1 3 M I i 1 l m 1 � ELECTRICAL SUPPLY CONDUIT. 0 1'1 I � CONNECT TO POWER SOURCE. TYPICAL DOUBLE CHECK VALVE DETAIL m III Woo N J BOX INSIDE CONTROLLER. M (m o N.T.S. J '1 ', 1 a 1` , o _z ' i \ PRO - C CONTROLLER DETAIL. X16,8 a ; I X lb•4 ' 1 N.T.S. MP ROTATOR / I t It/// ``\ FINISH GRADE k MON �N MON - --I E CONCRETE SIDEWALK _L - =�- ------------------------- -- --_ ,-- -�-- ------ U -- -- 14-------- \ _ JS 1 2 3 ercxwa 3► ------- -_-------- ---- -------- ------- 7------''/-.`---A-- � I�/E® 6 D °30 '4 9 '� °� t @ R�Ik=1E73 � - - S hIAR C 8 2022 ' X -X13.1 X133 13.2 RIM-1321 !I Q) LEGEND � 4AM�ii�/M�10 ', ; Southold Town x � Planning Board 1� HUNTER POP-UP BODY(PROS-02), 1/4" � I I -I MODEL PROS-04-PRS40-CV T iI ., _ KNAPP PLACE NOZZLE AND CAP PER PLAN [6MMj - I. . ; 1 o ABOVE i I'----I ' i I Q O FINISHED GRADE FINISH I- I`1I � � 3 ADJACENT LANDSCAPE GRADE - I!`I O sly- 0 ; [ SCH 80 NIPPLE 3/3/22 LMY REMOVED PARKING & LOADING AREA IN ® LATERAL PIPE PER PLAN , _ I ..-I-I FRONT & SIDE YARD SETBACKS CFD 00 4 5 6 =��..�., 2/18/22 LMY ADDRESS TOWN'S COMMENTS OF 2/7/22 CFD 0 5 LATERAL FITTING PER PLAN I i I- SITE PLAN NOTES AND CONDITION • DATE BY DESCRIPTION APPROV. BY 0 1�_ " PVC STREET ELLS (3) 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. n = I'?"+ 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. REVISIONS © FIELD-BUILT SWING ARM _I T 1'-" �- -. ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. o ° T ' LATERAL TEE OR ELL 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, TOWN 0 F S 0 U T H 0 L D N AUGUST 23, 2021. 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCL.EAN E +' LATERAL PIPE ASSOC.. P.C. SUFFOLK COUNTY NEW YORK o 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. G R E E N P O R T MEDICAL OFFICES A N D .. O __9 o RESIDENCES � � N � \�OFNE y IRRIGATION PLAN N POP-UP BODY (PROS-42� SPRAY H EA D 0 G.a W MP ROTATOR `� 9��*` WITH SWING ARM ;; L. K. McLEAN ASSOCIATES P.C. r' CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 s , o L_ �!m1 SB.PR0.16 NO SCALE SPRINKLER X. ;{,�. �! THE EDUCATION LAW of THE STATE of NEW PORK PROHIBITS Tyr "3''Itl;i rI✓ AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS '" C '�9 iJ \�\ Designed By: LMY�CF Scale: N.T.S. µUNDER THE OR THE DIIRREECTION OF A LICNG CIFICATIONS. UNLESS rrs ENSED PROFESSIONAL ``fj(7, ��- PROMSVLAL ENGINEER MUST SIGN, SEAL, DATE AND ,')t" `E MADE. THE "j�?\� \' Drawn By: LMY Date: JANUARY 2022 DRAWING AND/ORE IN EXTENT E SPECIFICATIONFTHE SUCH ALTERATIONS NYO OD. LAW /✓ C 1 1 . SECTION 7209-2). Approved By: RGD File No. 21038.000 U) DESCRIBE THE FULL EXIENr OF THE ALTERATION ON THE W w--w W w-w-w w w-W-----w-----w-W W-----w-w w w----w-w-w w-w w w w---w w-----w-w-----W w w w w ;R -w-W_W w-w_W w-w-w-w--w-----w-w w w-w----w-- w---W -w----tw-- \ LEGEND: -- PROPERTY LINE PROPOSED CONCRETE CURB O // NOR TH READ RfM=1575 A,xy_l �p N 61 SS 0 9 xy�j�® 4 98, 74 / -� - PROPOSED 15" HDPE DRAINAGE PIPE #3€5 pp -o PROPOSED 8 HDPE ROOF DRAINAGE PIPE G G G G G G G G - cam° G a # qG fl G G fl G G Q - �" l" __- --L ---g --^ ON OH tXt OH----- -- ON ail {---^ OH- t ai OH------a#i-----OH t7ti aXi--fWl _ ---OF! ON ON--OH_T T____T_ T T ____T___ T___ T____T_ ._T___ -T _ _ _,� _ ---, _- _ _ __T___ __�____TM �� ,�1 -T -T -�- __T -- --- ----T--__ ___ ___ ----T'-_--r____r____T_-._-T_____- ________ _ Y g -- fi PROPOSED 100 LEACHING CATCH BASIN (CURB) T -T TQ _ ... _ - - - - -- -'- _ __ --- ---._. ___ PE E'--- PE PE PE PE PE PE - %0AK -RxElYT_..-.--T-----T-- - tee G---& VMD FMCS PROPOSED 10'0 DRAINAGE LEACHING POOL T T T-----•�^'T / PE PE PE PE PE PE � ��^J (Jl+ 10' OAK 8 OAK m r0P �� �''�ffl \ / m / \ / \ ( � J L_ - - _ - - - - - - ( • PROPOSED 100 LEACHING CATCH BASIN \ ® �15"HDPE J / I \ 0 16 -- m \ / 18 V',' - THEpN• PROPOSED SANITARY MANHOLE 19 6N ` s PROPOSED SANITARY PIPE �15••HDPE-15"HDPE--15HDP "HDP�15"HDP�15"HDPE-+ w PROPOSED 2 DOMESTIC WATER SERVICE 13 w 6"w6A s' s"IMt s"vaa s"wl� s" s" "wIl s"wM s"tn�e s"wle s':�l�d s"w "wI� s";one s" s" s' s" n1 s"w ` / ` / -Fs- PROPOSED 4" FIRE SUPPRESSION SERVICE ti oY � T PROPOSED TELEPHONE LINE m f a f Gg�. � c PROPOSED GAS LINE «PEE E F �E E PEIE PROPOSED U.G. ELECTRIC WF a m o E E E PE -PE PROPOSED U.G. PRIMARY ELECTRIC I .�PROPOSED BLDG. 3PROPOSED BLDG. #2 PROPOSED LIGHT POLE ^ 1 ST FLOOR 4,847 SF 1ST FLOOR 4,847 SF D D D� J 0�MEDICAL OFFICES- 6 \ �� � PROPOSED TRANSFORMER MEDICAL OFFICES � N S �� / ` 2ND FLOOR o 2ND FLOOR m5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN SHED °` a, LIGHT POLE 451 -600 SF a.!451 -600 SF s LDG 1'95 -O- UTILITY POLE 5 HOUSING UNITS a o 5 HOUSING UNITS B 8'D� UTILITY LIGHT POLE LESS THEN 450 SF LESS THEN 450 SFL 6- •. � r ,� 0 TRAFFIC SIGNAL POLE Y m (F.F.E.=19.0 ) m � N LD ,�(F.F.E.-18.0 ) / D 0 SANITARY MANHOLE 1 PE PE PE PE PE E Rx �'1�.QIq 6 E mmc �, GAS SIGNVALVE o 8ROOFOVERHANG ROOF OVERHANG ��, US TREE CONIFERO, 0 DRAINAGE MANHOLE � eN INV. 14.60 INV. 13.60.� G o.7 RECTANGULAR DRAIN INLET n `° tn ° " ROUND DRAIN INLET p.3t7 FIRE HYDRANT FENWATER VALVE WATER METER 15'•HDP�--� y � a �� y � 19oQ TELEPHONE MANHOLE 16 C) DECIDUOUS TREE 8" DR-18 PVC0 i / LENGTH'64.fi om " 1SLOPE:-0.73% y 7g "a <` / 8" DR-18 PVCD D D D D D \ LENGTH:64.4 C o0 00. z SLOPE:-1.06% /9 a .. -- Im rn T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T ! T T T G G G G G G G G G G G G G G G G G G G G G G G G G G G G G�G G G G G G G G- INV. 14.25 8" DR-18 PVC y 8 DR-18 PVCSMH (2) LENGTH:160.1 LENGTH:47.4 00 INV. 14.35 SLOPE:-0.49% ® SMH-(3) 19 SLOPE:-0.49%s s s s s s s s s s s s s s s s s s s s s s S8" DR-18 PVCLENGTH:27. "SLOPE:-0.79 . 8 DR-18 PVC INV. 13.92 INV. 12.90 INV. 12.80y LENGTH:68.5INV. 13.13 PROPOSED BLDG. #1 INV. 15.0 SLOPE:-0.49%INV. 14 01ST FLOOR 4,847 SFZ s ` 15"HDP(� 15'HDP \-E E E E E E E to MEDICAL OFFICES a S s s 15"HDPE-J 2ND FLOORINV. 14. 7 �a 5 HOUSING UNITS > •8" DR-18 VC TWEE O LENGTH:487 ,�o�BE N SLOPE:-1. 3% PROPOSED BLDG. #4 451 -600 SF o 1ST FLOOR 4 847 SF 5 HOUSING UNITS o ( ) 15"HDPE-i r, MEDICAL OFFICESLESS THEN 450 SF \ \ 2ND FLOORri a (F.F.E.=17.0 ) 8" D -18 PVC 5 HOUSING UNITSLE GTH:61.2 SLOP :-0.55% NV. 12.90 , x BETWEENwm D451 ~`600 SF0EINV. 12.46 Z 5 HOUSING UNITS15HDPE-- 15"HDPE__ S SJ- � LESS THEN 450 SFa" DR-18 c (F.F.E.=20.0')LENGTH:43.FS FS -F yw w w w / 16+ 1 oy SLOPE:-1.02% to 6U)f O J Ij I / \ U�l E E E E E E E E E E \ � �� 8" DR-18 y E :' ENN \ E-----LEN TH:67.3 DW1SLOPE:-r roe. _o DD ;0DD D D D D 8 as t �N20SMH-(5) 18 SMH- 4 r9 C) "I L � INV. 11.80 ( ) 17- INV. 12.00Rx�r=139p �1 � ` E E E ' ' E E E E E � INV. 11.904t t a"' a` m FS FS FS F� Fs f7rJ- t �.t" ✓tea6' PtC .r U, 6?' ��, rEVrFDR-18PVC LENGTH:63.8S1?SLOPE:-0.47%O / // / T6 S 6 20 39 W I 35�, 6 S t�, 4,_1 S162 �0 39 W 194,181INV. �-5ySMH-(6)1�. INV. 11.40Date: 1/18/22 SITE DATA:TOWNSHIP: SOUTHOLD GROUND EL. 18.0HAMLET: GREENPORT WEST ` nWmBrawn clayey sanC S� FIRE DISTRICT: GREENPORT16.0 -------- 2 0 _ _ _S.C.T.M. NO.: 1000 034.00 02.00 001.000AREA OF SITE: 204,701 S.F. (4.70 AC) 3SITE ZONING: RESIDENTIAL OFFICE ZONE> Brown fine to coarse sand with.ID-20%gravel SW INTENDED USE OF PROPERTY: OFFICE/APARTMENTS DATUM: NAVD88 & NAD83GROUNDWATER MANAGEMENT ZONE: IVo DEPTH TO GROUNDWATER: 16'tU8 DR 18 PVCSANITARY CALCULATIONS: LENGTH:157.7 SLOPE:-0.57% o BUILDINGS 1 THRU 4:U 1.9 _______. 161' Water in brown fine to Coarse sand with 10-200%gravel GW 17 20 ONE-BEDROOM UNITS AT 150 GPD UNIT = 3,000 GPD(20) ONE-BEDROOM UNITS AT 110 GPD/UNIT = 2,200 GPDTEST HOLE> N.T.S. 21,840 SF MEDICAL OFFICE SPACE AT 0.10 GPD/SF = 2,184 GPDSANITARY FLOW = 7,384 GPDQE 5.12 GPM _ - ___- _______�'�1v caM FrFsxs��kA __-_-- 04 ----- RECEIVED TABLE OF PROPOSED SANITARY STRUCTURES _______ ____ ___04-OH____ �-__ - y� STRUCTURE NAME: RIM ELEVATION: PIPES IN: PIPES OUT POPULATION:_ ,� _ 7,384 GPD »� GPD/CAPITA = 98.45 CAPITA 6O 030 /4 9 / y T � x�=1c?73SMH 1 15.88 8 DR 18 PVC INV OUT =14.57 0 P��AR 2022 O KNAPP PLACE Q w ---f M=13Cix P = 98.45 CAPITA • 1,000 = 0.10 W �r- __�___. w W W w wW__ Sanning Townw------w---w wSMH-(2) 15.95 8 DR-18 PVC INV IN =14.35 8 DR-18 PVC INV OUT =14.25 W___--W w----- w W w w w Plannin Board> -ww�w�w �� SANITARY SHALL CONNECT TO THEPEAK FLOW RATE: VILLAGE OF GREENPORT SEWER DISTRICT SMH-(3) 18.51 8" DR-18 PVC INV IN =12.90 8" DR-18 PVC INV OUT =12.80BY FORCE MAIN OR GRAVITY. SMH-(4) 12.78 8" DR-18 PVC INV IN =12.09 8" DR-18 PVC INV OUT =12.00 4.24 XL70384AGPDTE ACTOR (PF) = 1+[14• {4+P�0.5)] = 31,308 GPD cD SMH-(5) 12.59 8" DR-18 PVC INV IN =11 .90 8" DR-18 PVC INV OUT =11.80 = 22 GPM 3/2/22 MF AS PER COMMENTS FROM TOS CFD DATE BY DESCRIPTION APPROV. BY o SMH-(6) 12.19 8" DR-18 PVC INV IN =11 .50 8" DR-18 PVC INV OUT =11.40 o REVISIONS 00 ro SITE PLANTOWN OF SOUTHOLD 0 SUFFOLK COUNTY NEW YORK SCALE: 1 "=20'E � 0 20 40 GREENPORT MEDICAL OFFICES AND N FeetRESIDENCES o ' � Gy0OVERALL SANITARY PLAN of NEw,� . L. K. McLEAN ASSOCIATES, P.C. � CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 EDUCATION LAW OF THE STATE OF NEW YORK PROHIBfIS l� a t'b R Sheet NO. I\ ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS "!' ,ryk�� J Designed By: MF/CFD Scale: AS NOTED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL C) AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS rrs ENGINEER, WHERE SUCH ALTERATIONS ARE MADE THE r t w JANUARY 2022 0 Cn DESCRPROIBE THE FULL IONAL IEXTENT ONEER F SIGN, SEAL DATE AND THE ALTERATION ON THE Drawn By: MF Dote: \ A 1 DRAWING AND/OR IN THE SPECIFICATION (NYS M. LAW J I SECTION 7209-2). Approved By: RGD File No. 21 038.000 NOTES : ABBREVIATIONS ALIGNMENT TOPOGRAPHY (UTILITIESI TOPOGRAPHY (MISC. � 1 . NO CONSTRUCTION SHALL COMMENCE UNTIL THE FOLLOWING CONDITIONS ARE MET: 13. STRUCTURAL DESIGN REQUIREMENTS - ALL STRUCTURAL REQUIREMENTS SHOULD BE INCORPORATED • • = DELTA ASTM = AMERICAN SOCIETY OF GLL = GRADING LIMIT LINE ON THE CONSTRUCTION PLANS. THESE DETAILS INCLUDE: REINFDRCING BAR SIZES AND BL = BASELINE TESTING MATERIALS GR. = GRAVEL A) THE OWNER, ENGINEER AND CONTRACTOR ATTEND A PRE-CONSTRUCTION MEETING LENGTHS, REINFORCING BAR DEVELOPMENT/SPLICE LENGTHS, CONCRETE WALL THICKNESS (MINIMUM = CENTERLINE CATV. = CABLE TELEVISION HSE = HOUSE WITH SEWER DISTRICT REPRESENTATIVES. 15•� AND CORNER DETAILS. ANY DESIGN DETAIL REQUIREMENTS, SUCH AS ABOVE, NOT CC = CENTER OF CURVATURE E = ELECTRIC IN = INCH INCORPORATED IN THE DESIGN DRAWINGS WILL HAVE TO BE PROVIDED PRIOR TO CONSTRUCTION. IF D = DEGREE OF CURVE G. = GAS LF = LINEAR FEET DESIGN DETAILS ARE PROVIDED BY A CONTRACTOR, THEY MUST BE REVIEWED AND STAMPED BY THE DIA. = DIAMETER G.P. = GUY POLE MAX. = MAXIMUM B) A PERMIT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM (NEW (MAIN LINE)E = EAST, EASTING G.V. = GAS VALVE MIN. = MINIMUM YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND AND APPROVAL PROFESSIONAL DESIGN ENGINEER. _ ELEV. = ELEVATION MON. = MONUMENT TO CONSTRUCT HAS BEEN ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF L.P. LIGHT POLE - ) H.C.L.= HORIZONTAL CONTROL LINE HYD. = HYDRANT NM = NON MOUNTABLE = 14. THE INTERIOR WALLS OF ALL WWTP PROCESS TANKS, THE INTERIOR WALLS OF ALL PUMPING L = LENGTH OF CIRCULAR CURVE MAG. = MAGNETIC NO. = NUMBER PUBLIC WORKS (SCPDW) HAS BEEN RECEIVED. LT = LEFT STATIONS, THE EXTERIOR WALLS OF ALL PRECAST CONCRETE STRUCTURES INSTALLED BELOW N = NORTHING, NORTH UP # = UTILITY POLE NUMBER N.T.S. = NOT TO SCALE GROUND WATER, AND ALL PIPING INSTALLED IN TANKS AND PUMPING STATIONS ARE TO BE COATED NE = NORTHEAST ST. = STORM SEWER NYSMUTCD = NEW YORK STATE C) THE OWNER OR HIS/HER REPRESENTATIVE HAS NOTIFIED THE ENGINEER IN WRITING WITH A TWO PART EPDXY PAINT. TV = TELEPHONE VALVE BOX MANUAL ON UNIFORM OF HIS/HER INTENT TO COMMENCE CONSTRUCTION AND HE/SHE SHALL SUBMIT AN NW = NORTHWEST - TRAFFIC CONTROL DEVICES / / P.C. = POINT OF CURVATURE T TELEPHONE N&R = NAIL AND RED ACCURATE SCHEDULE OF ANTICIPATED WORK PROGRESS AT LEAST 14 DAYS P.1. = POINT OF INTERSECTION W. = WATER CALENDAR DAYS PRIOR TO THE ACTUAL COMMENCEMENT DATE. IF FOR ANY REASON 15. MULTI STORY APARTMENT AND OFFICE BUILDINGS BEING CONNECTED TO SANITARY PK = PARKER KALON W. = WATER METER O.C. = ON CENTER .M.SEWER WASTE FACILITIES MUST BE PROVIDED WITH INTERIOR PLUMBING SO DESIGNED AS TO O.G. = ORIGINAL GROUND CONSTRUCTION IS TEMPORARILY SUSPENDED, A WRITTEN NOTICE OF THE SAME P.O.B.= POINT OF BEGINNING W.S.B. = WATER SERVICE BOX SEPARATE THE UPPER FLOOR DISCHARGES FROM THE FIRST FLOOR UNIT SEWER OUTLETS. UNLESS PAV'T. = PAVEMENT P.O.E.= POINT OF ENDING W.V. = WATER VALVE (MAIN LINE) SHALL BE TRANSMITTED TO THE ENGINEER. WRITTEN NOTICE OF RECOMMENCEMENT OTHERWISE APPROVED BY THE ENGINEER, NO MORE THAN FOUR (4) UNITS PER CONNECTION WILL P.O.L.= POINT ON LINE P. = PARCEL OF CONSTRUCTION TOGETHER WITH A REVISED PROGRESS SCHEDULE SHALL BE BE ALLOWED. � P.T. = POINT OF TANGENT PE = PROFESSIONAL ENGINEER TRANSMITTED TO THE ENGINEER AT LEAST THREE (3) WORK DAYS PRIOR TO THE R = RADIUS PRF = POST & RAIL FENCE RT = RIGHT TOPOGRAPHY (M15L .� PWF = POST & WIRE FENCE ACTUAL COMMENCEMENT DATE. P = PROPERTY LINE 16. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONDOMINIUM UNITS CONNECTING SEWER S = SOUTH DISTRICT SANITARY FACILITIES WILL REQUIRE A SEPARATE SEWER OUTLET FOR EACH UNIT. SE = SOUTHEAST = POUND RCA = RECYCLED CONCRETE 2. ALL WORKMANSHIP AND MATERIAL FOR SEWER CONSTRUCTION INCLUDED INTHE PROJECT STA. = STATION # AGGREGATE SHALL CONFORM TO THE LATEST REQUIREMENT OF THE ENGINEER'S SPECIFICATIONS FOR SW = SOUTHWEST A.O.B.E. = AS ORDERED BY ENGINEER RR. = RAILROAD SEWER CONSTRUCTION INCLUSIVE OF ALL REVISIONS AND ADDENDA THERETO. UNLESS T = TANGENT LENGTH ASPH. = ASPHALT R.O.W. = RIGHT OF WAY T.G.L. = THEORETICAL GRADE LINE AVE. = AVENUE R.W. = RETAINING WALL OTHERWISE APPROVED BY THE ENGINEER, ALL MATERIALS SHALL BE AMERICAN MADE. IN W = WEST BDY. = BOUNDARY SF = STOCKADE FENCE ALL CASES WHERE CONFLICT EXISTS BETWEEN CONTRACT DOCUMENTS AND THE LATEST SANITARY SEWER - DETECTABLE MARKING TAPE NOTES : V.C. = VERTICAL CURVE (ROUNDING) BIT G SPH BUILDING INOUS ASPHALT SHLDR. - SHOULDER REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION, THE INTERPRETATION ANDSQ.F. = SQUARE FEET RULINGS OF THE ENGINEER SHALL 13E BINDING. B.M. = BENCH MARK ST. = STREET A. SCOPE: BR. = BRIDGE STK. = STAKE 3. PRIOR TO THE INCORPORATION OF ANY MATERIALS OR EQUIPMENT INTO THE WORK, FIVE (5) THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND DETECTABLE MARKING BOW = BACK OF WALK STY. = STORY TOPOGRAPHY (DRAINAGE C = CENTER S.W. = SIDEWALK COPIES OF SHOP DRAWINGS, CATALOG CUTS CHARACTERISTIC CURVES, TEST RESULTS, TAPE ALONG ALL SEWER LINES, FORCE MAIN AND HOUSE CONNECTIONS. C.A. = CONTROLLED ACCESS T.L. = TREE LINE PERFORMANCE DATA, ETC. AS MAY BE REQUIRED BY THE ENGINEER SHALL BE SUBMITTED B.O. = BOTTOM OF OPENING C.C. = CENTER TO CENTER TYP. = TYPICAL TO THE ENGINEER DEPARTMENT OF SANITATION. NO MATERIAL OR EQUIPMENT SHALL BE B. MATERIAL: BTM = BOTTOM CLF = CHAIN LINK FENCE U.S. = UNITED STATES INCORPORATED INTO THE WORK UNTIL ALL REQUIRED SUBMITTALS HAVE BEEN REVIEWED THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL. THE BC = BOTTOM OF CURB CLR = CLEAR X-CUT = CROSS CUT TAPE SHALL BE RESISTANT TO ALKALIS, ACIDS AND OTHER DESTRUCTIVE ELEMENTS. THE CB = CATCH BASIN CONC. = CONCRETE AND APPROVED, IN WRITING BY THE ENGINEER. CI = CURB INLET CONST. = CONSTRUCTION TAPE SHALL BE GREEN IN COLOR, 3" MIN. WIDTH, MARKED WITH THE WORDS, "CAUTION - C.O. = CONCRETE PIPE CONT. = CONTINUED 4. SANITARY GRAVITY LINES SHALL BE LAID A MINIMUM DISTANCE OF 10' HORIZONTALLY AND SANITARY SEWER". THE WARNING SHALL BE REPEATED EVERY 16 -36 . CPP = CORRUGATED POLYETHYLENE PIPE DIST = DISTANCE 1 .5' VERTICALLY BELOW ANY EXISTING OR PROPOSED WATER MAIN. DIA. = DIAMETER DWY = DRIVEWAY C. INSTALLATION: D.1. = DROP INLET EA. = EACH ELEV. = ELEVATION E.S. = EDGE OF SHOULDER 5. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24" INV. = INVERT EOP = EDGE OF PAVEMENT ALL SEWER LINES, FORCE MAINS AND HOUSE CONNECTIONS IN ACCORDANCE WITH ENGINEER ABOVE THE CROWN OF THE PIPE, THE ROLL TAPE IS MOUNTED TO A WHEEL AND SPREAD LB = LEACHING BASIN EXIST. = EXISTING SPECIFICATIONS FOR THE SAME. ABOVE THE PREPARED SURFACE AS STRAIGHT AS POSSIBLE, THE TAPE IS HELD IN POSITION LP = LEACHING POOL F.P. = FENCE POST = BY ADDING BACKFILL MATERIAL WITH HAND SHOVELS BEFORE USING MECHANICAL EQUIPMENT MH MANHOLE FND. = FOUNDATION O 6. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF EXISTING TO FINISH BACKFILLING. WHEN A ROLL IS FINISHED, A SECOND ROLL MAY BE ATTACHED TO = OUTER DIAMETER F.L. = FENCE LINE R.C.R.C.P.= REINFORCED CONCRETE PIPE FT = FEET UTILITIES (INCLUDING EXISTING SEWERS) BY FIELD INVESTIGATION. THE CONTRACTOR IS AN OLD ROLL WITH THE USE OF MANUFACTURER SUPPLIED CLIPS TO ALLOW ELECTRICAL RIM = STRUCTURE RIM ELEVATION GAR. = GARAGE RESPONSIBLE TO DETERMINE THE ADEQUACY OF ALL EXISTING TO ACCEPT CONNECTION OF CONTINUITY. TC = TOP OF CURB THE PROPOSED WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY CONFLICTS BETWEEN THE EXISTING UTILITIES AND THE PROPOSED WORK, AS WELL AS, ANY INADEQUACIES OF THE IF THE SEWER LINE OR HOUSE CONNECTION DOES NOT END INTO A MANHOLE, THE TAPE EXISTING SEWER LINES TO PROPERLY ACCEPT THE PROPOSED CONNECTIONS AND FLOWS. MUST BE EXTENDED THREE(3) FEET BEYOND THE PLUGGED END OF THE LINE. 7. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO RESTORE ALL AREAS DISTURBED BY THIS WORK, TO THE CONDITION AS BEFORE THE WORK COMMENCED. 8. DURING CONSTRUCTION, A REPRESENTATIVE OF THE ENGINEER MUST BE PRESENT TO SANITARY NOTES: OBSERVE AND EXAMINE THE WORKMANSHIP ANC MATERIALS BEING INCORPORATED INTO THE PROJECT. THE DEPARTMENT SHALL BE THE SOLE JUDGE AS TO WETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH THE DEPARTVIENTAL REQUIREMENTS. AT ANY TIME DURING 1 . LKMA SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS, THE COURSE OF THE CONSTRUCTION THAT THE WORK IS DEEMED UNACCEPTABLE, A STOP METHODS AND TECHNIQUES, OR PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE WORK ORDER WILL BE ISSUED AND ANY WORK AFTER THE ISSUANCE OF SUCH ORDER SAFETY OF THE PUBLIC OR THE CONTRACTORS EMPLOYEES OR FOR THE FAILURE OF THE SHALL NOT BE APPROVED BY THE ENGINEER. UNAPPROVED WORK AND/OR MATERIAL CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. UTILITY CONTACTS : SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE ENGINEER BEFORE SANITARY: VILLAGE OF GREENPORT OFFICES APPROVAL TO RECOMMENCE WILL BE GRANTED. 2. ALL EXISTING STRUCTURES WHICH ARE TO BE REMOVED SHALL BE BACKFILLED WITH SELECT 236 3RD STREET GRANULAR FILL WHICH HAS BEEN COMPACTED TO A 95% MAXIMUM DENSITY AT THE GREENPORT, NEW YORK 11944 OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE MODIFIED PROCTOR TEST. 9. THE OWNER AND HIS CONTRACTOR(S) SHALL BE RESPONSIBLE FOR MAINTAINING THE SUFFOLK COUNTY DEPARTMENT OF HEALTH CONSTRUCTION SITE IN A NON-HAZARDOUS CONDITION ALL IN ACCORDANCE WITH THE 3. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVATION OF ALL EXISTING 360 YAPHANK AVENUE, SUITE 2C REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF LABOR, OSHA AND ALL OTHER AGENCIES UTILITIES BY PERFORMING A FIELD INSPECTION. THE ENGINEER SHALL BE NOTIFIED OF ANY YAPHANK, NEW YORK 11980 HAVING JURISDICTION. UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER, THE CONFLICTS BETWEEN EXISTING UTILITIES AND THE PROPOSED WORK, PRIOR TO THE START WATER: SUFFOLK COUNTY WATER AUTHORITY CONTRACTOR SHALL ERECT AND MAINTAIN ADEQUATE FENCING AROUND ALL OPEN EXCAVATIONS. OF CONSTRUCTION. 260 MOTOR PARKWAY HAUPPAUGUE, NEW YORK 11787 10. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE FULFILLED 4. ALL OTHER WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE TOWN OF SOUTHOLD, TO THE SATISFACTION OF THE ENGINEER. SUFFOLK COUNTY OR A SPECIFIED HEREIN, LATEST EDITIONS. GAS: NATIONAL GRID 1393 VETERANS MEMORIAL HIGHWAY A. THE SYSTEM SHALL BE SUBJECTED TO TESTING TO ESTABLISH THE ADEQUACY OF INDIVIDUAL 5. INSTALLATION OF THE ELECTRIC SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY HAUPPAUGUE, NEW YORK 11788 COMPONENTS AND OF THE OVERALL SYSTEM'S ABILITY TO MEET THE REQUIREMENTS OF THE WHICH ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF PSEG LI. ELECTRIC: LONG ISLAND POWER AUTHORITY APPROVED CONTRACT DOCUMENTS. ALL ACCEPTANCE TESTING SHALL BE PERFORMED AT NO COST TO O ISLIP AVENUE THE DEPARTMENT AND NO ACCEPTANCE TESTING SHALL BE PERFORMED UNLESS WITNESSED BY A 6. INSTALLATION OF THE TELEPHONE SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY BRENTWOOD, NEW YORK 11717 DULY AUTHORIZED REPRESENTATIVE OF THE ENGINEER. THE DEPARTMENT SHALL BE THE SOLE JUDGE WHICH ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF VERIZON. AS TO THE ADEQUACY OF THE ITEMS TESTED AND DEFECTS SHALL BE CORRECTED TO THE PSEG L.I. SATISFACTION OF THE ENGINEER. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR 460 E MAIN STREET THE INSTALLATION OF ALL UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHOGUE, NEW YORK 11772 B. REPRODUCIBLE •AS-BUILT•• RECORD DRAWINGS OF THE COMPLETED SEWAGE COLLECTION SYSTEM MEETING ALL FOR PRE-CONSTRUCTION OF ANY SANITARY SYSTEM FROM ALL GOVERNING SHALL BE SUBMITTED TO THE ENGINEER. •AS-BUILTS•• MUST BE SIGNED AND SEALED BY A DULY AGENCIES. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL THE UTILITIES OR TELEPHONE: VERIZON LICENSED NEW YORK STATE LAND SURVEYOR AND MUST SUPPLY A SUITABLE PERMANENT MUNICIPAL AGENCIES HAVING JURISDICTION. THE CONTRACTOR SHALL COORDINATE THE RECORD OF THE EXACT LOCATION AND ELEVATION OF SEWER LINES, STRUCTURES, STUBS,, HOUSE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS. 501 N. OCEAN AVENUE CONNECTIONS, WYES AND APPURTENANCES. •AS-,AS SHALL BE PREPARED IN ACCORDANCE WITH PATCHOGUE, NEW YORK 1 1772 ENGINEER STANDARDS FOR •AS-BUILTS•• DRAWINGS FOR SEWER CONSTRUCTION AND MUST BE INK ON 8. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND MYLAR OR EQUAL DRAFTING MEDIA, MICROFICHE AND/OR DIGITAL, AS REQUIRED BY THE ENGINEER. DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL TOWN, COUNTY, STATE AND FEDERAL LAW AND APPLICABLE CODES. z C. REPRODUCIBLE •AS-BUILT•• RECORD DRAWINGS OF THE COMPLETED SEWAGE WORKS SHALL BE SUBMITTED TO THE ENGINEER. •AS-BUILTS•• MUST INCLUDE, BUT NOT BE LIMITED TO SITE PLAN, 9. ELEVATIONS REFER TO NAVD88 DATUM. OPERATION AND MAINTENANCE MANUALS SCHEMATICS AND ELEMENTARY DRAWINGS OF ELECTRICAL, MECHANICAL AND PROCESS SYSTEMS. DRAWINGS MUST BE SIGNED AND SEALED BY NEW YORK STATE 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS j LICENSED PROFESSIONAL ENGINEER, AND MUST BE INK ON MYLAR OR EQUAL DRAFTING MEDIA, NECESSARY TO REMOVE ANY EXCAVATED OR DEMOLISHED MATERIAL. AND/OR DIGITAL, AS REQUIRED BY THE ENGINEER. 11 . THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS TO ALLOW ° D. A -CERTIFICATE OF COMPLIANCE— FOR ALL MATERIAL, WORK AND EQUIPMENT INCORPORATED FOR CLEARING AND GRUBBING OF THE SITE. INTO THE PROJECT MUST BE SUBMITTED TO THE ENGINEER BY THE PROJECT ENGINEER. THE CERTIFICATE MUST BE ATTESTED TO AND SIGNED BY A DULY COMMISSIONED NOTARY PUBLIC. 12. THE CONTRACTOR SHOULD PROVIDE DEWATERING IN ALL INSTANCES OF HIGH GROUND L WATER. THE CONTRACTOR WILL PROVIDE DEWATERING SUFFICIENT TO LOWER THE TABLE 11 . ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WITH THE TECHNICAL BELOW THE TRENCHES IN ORDER TO INSTALL STRUCTURES AND PIPING. THE CONTRACTOR SHALL INCLUDE THE COST OF DEWATERING IN THEIR PRICE BID. SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING SEWER CONNECTIONS. 13. FOR GRAVITY SEWER LINES PLACED IN GROUND WATER, THE SEWER PIPING SHALL BE 12. TESTING OF FORCE MAIN - METHOD I OR METHOD II MAY BE IMPLEMENTED. CONSTRUCTED OF PRESSURE RATED PIPING (SDR 18) AND TESTED TO ENSURE TIGHTNESS PRIOR TO OPERATION. THE MAXIMUM LEAK RATE IS 1 /4)) IN 8 HOURS. METHOD Q E 14. ALL PUMP STATION CONTROLS SHALL BE LOCATED WITHIN NEMA 4X ENCLOSURE THAT IS (A) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR A PLACED WITHIN ANOTHER NEMA 3R BOX. PERIOD OF THIRTY (30) MINUTES, MEASURED AT THE LOWER END OF THE SECTION. PUMPS, PIPE CONNECTIONS, GAUGES AND ALL NECESSARY APPARATUS WILL BE FURNISHED BY THE CONTRACTOR, RECEIVED X AND ALL DEFECTIVE PIPE, COUPLINGS AND FITTINGS WILL BE REPLACED BY THE CONTRACTOR AT MAR 2022 x HIS EXPENSE. Southold Town Planning Board ° (B) THEN THE FORCE MAIN SHALL BE TESTED FOR LEAKAGE AT SEVENTY-FIVE (75) PSI FOR A Q) PERIOD OF SIX (6) HOURS, MEASURED AT THE LOWER END OF THE SECTION. AT SUCH Q) CD PRESSURE THE LEAKAGE SHALL NOT EXCEED FORTY-SIX (46) GALLONS PER INCH 00 DIAMETER PER MILE PER TWENTY-FOUR (24) HOURS. ALL NECESSARY PUMPS, GAUGES AND DATE BY DESCRIPTION APPROV. BY 0 OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE REVISIONS o0 FORCE MAIN FAILS TO MEET THE LEAKAGE TEST, THE CONTRACTOR, AT HIS OWN EXPENSE WILL 0 LOCATE AND REPAIR THE DEFECTIVE PIPE OR JOINTS UNTIL THE LEAKAGE IS WITHIN THE TOWN OF SOUTHOLD j ALLOWABLE LIMIT. SUFFOLK COUNTY NEW YORK 0u cn GREENPORT MEDICAL OFFICES AND � METHOD II RESIDENCES 0 W FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR ApF NEW'yp SANITARY NOTES N PERIOD OF TWO (2) HOURS MEASURED AT THE LOWER END OF THE SECTION. AT SUCH PRESSURE N THERE SHALL BE NO LEAKAGE LOSS. ALL NECESSARY PUMPS, GAUGES AND OTHER APPARATUS WILL L. K. McLEAN ASSOCIATES P.C. Q , a� - w , BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE FORCE MAIN FAILS TO �` � �.� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 � � MEET THE LEAKAGE TEST, THE CONTRACTOR AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE THE EDUCATION LAW OF THE STATE OF NEW PORK PROHIBITS r M'�•'$�-� .C, Sheet No. 0 AA"'NDjoR�ON FROM ALTERING SPECIFICATIONS.ONNs�im�NGs �' �'�r`y�� �� Designed By: MF/CFD scale: AS NOTED U DEFECTIVE PIPE ON JOINTS UNTIL THERE IS NO LEAKAGE LOSS. THE , c UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE L+ p„w Drawn B MF Date: JANUARY 2022 S A 2 � � PROFESSIONAL ENGINEER MUST SICN, SEAL, DATE AND r,(i` y: DESCRIBE THE FULL SECTION OF TH2'ALTERATKNI ON THE Approved B R G D File NO. DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW PP Y 21038.000 NOTE: MINIMUM DEPTH AT CURB LINE 6'-0" EXCEPT AS OPDERED BY ENGINEER Wx6W�6X6 WWF NEW MAINLINE SEWER TOP & BOTTOM 2' ° , EXISTING ACP MAINLINE A �, A ' OPENING •�•• �� •'': A CLASS "A" A� � CONCRETE FILL .;. EXISTING VCP BELL y�� : 400E PSI RECAST \ TYPE II CEMENT CLASS "A" 400OPSI CAPPED OR PLUGGED CURB LINE / EXISTING AC EXISTING VCP SEWER TYPE II CEMENT TO GRADE COUPLING FlNISHED PROPERTY LINE VCP TO DR-18 FERNCOJ ACP TO DR-18 FERNCO \ GRADE COUPLING WITH STAINLESS a COUPLING WITH STAINLESS SUFFOLK COUIVTY TYPE "F" 45' BEND STEEL SHEAR BAND STEEL SHEAR BAND ,a PVC DR-18 PIPE a PVC DR-18 PIPE SIZE TO MATCH SIZE TO MATCH FINISHED CAPPED OR PLUGGE ADJUSTABLE CASTING TO GRADE —I EXISTING I EXISTING GRADE I I I I I I ( I I I I PVC STOPPER (TYP.) NEW PRECAST MANHOLE VCP ___1_ ACP ADJUST TO GRADE W/ ALL WEATHER I I I I I I I I ( I MAINLINE MAINLINE PLAN `RED CLAY BRICK W/ TYPE 2 MORTAR PLAN (MIN. OF TWO COURSES & MAX. OF 12") NOTES: a I 6" PVC SDR-3 ® 2 % 1. EXISTING ACP OR VCP MAINLINE •'• SEWER TO BE CUT WITH PIPE STANDARD M.H. FRAME & COVER, RECAST CHAIN CUTTER. FINISH GRADE TYPE "F" ADJUSTABLE CASTING $" #4 BARS 0 8- TYPE CLASS "A" 2. IF LESS THAN 2'-O" U PIPE O.C.E.W. BOTTOM " •• ••' � •• ,� � �' 4000PSI JOINT. EXISTING AC COUPLING •T �—. TYPE II CEMENT SEWER TO BE EXTENDED TO ACP 'r .. TO BE REMOVED AND NEW DR-18 � \6WX6W/6X6 WWF FACTORY END. s T 3. IF LESS THAN 2'-0" TO PIPE • I ADJUST TO GRADE WITH ALL WEATHER RED a:,cc;;• t!•:••?:. °:'e• •:.,r`c••- TOP & BOTTOM •�:; .�:•��;. •-' °r"�-••:>•. JOINT. EXISTING VCP TO BE 12" CLAY BRICK W/ TYPE 2 MORTAR • "' "�`��"^ '" REMOVED AND NEW DR-18 SEWER � 8 1y" MIN. OF 2 COURSES & MAX. OF 12" " LAYER OF STONE SEE I•--2' ( ) 8" (TYP.) ' PROFILES TO BE EXTENDED TO VCP MANUF. IDENTiFCAT10N �� S.C.D.P.W. STD. M.H. STEPS FACTORY END. CAST IN WALL (S.S. OR STEEL REINFORCED a AINTAIN MIN. 6" SEPARATION L COPOLYMER POLYPROPYLENE) BETWEEN BRICKWORK AND STRUCTURE " NEW PRECAST MANHOLE CIRCUMFERENTIAL REINFORCEMENT 6 DIA. 45' BEND PLAN 12" O.C. 0.12 SQ. IN./FT. OF HEIGHT (D.I.P./DR18/SDR35) (�) s ALSO. OR Y4"UTYL SELF EL ER SEE T PROFILES , . 4' PVC DR-18 PIPE SIZE NOTES: PVC DR-18 PIPE SIZE TO MATCH EXISTING 1. ALL MANHOLES SECTIONS SHALL CONFORM TO MATCH EXISTING 1yz C�ARaCE TO A.S.T.M. C-478, LATEST REVISION STANDARD 6 DIA. 45• BEND ACP TO DR-18 FERNCO ( ) SPECIFICATIONS FOR PRECAST REINFORCED (D.I.P./DF;18) VCP COUPLING WITH 1STA STAINLESS FERNCO COUPLING WITH STAINLESS CONCRETE M.H. SECTIONS. 6"X6"X6" WYE BRANCH STEEL SHEAR BAND STEEL SHEAR BAND 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. 4 (D.I.P./DR18/SDR35) EXISTING ACP MAINLINE AY-3" MAX. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED 0 EACH CORNER (TYP.) NO FABRICATED WYE ANGLE VARIABLE EXISTING VCP SEWER 4' •• ( ) MIN. OF 30' MAX. OF 45' EXISTING VCP BELL EXISTING AC (T�•) MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. / COUPLING 4. LOADING TO CONFORM T AASHTO H-20 LOADING " '•; 6"X6"X6" WYE BRANCH 8"X6" WYE 5" 5. REBAR TO CONFORM TO ASTM A-615-60 11 D.I.P./DR18) TYP. SIZE Fs (NO FABRICATED WYE) ( ) 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. p' FLOW 6" MIN. DIA. 6" MIN. DIA. FLOW 6" PVC SDR-35 ® 2% �7(SEE NOTE 3) �'•' ' '. + 'I(SEE NOTE 2) 7. C185 0NCRETE TO BES4000PSI ® 28 DAYS °... (DR-18/SDR35) (DR-18/SDR35) —~ 3 4" GRAVEL UNDER "WYE" (NO JOINT MUST HAVE TOP & / I 3'-0" BASE 8 BOTTOM STEEL. ) ' ACP SECTION PVC JOINTS FLOW 6"0 MIN. DR-18 6"0 MIN. DR-18 FLOW MAINLINE MAINLINE PIPE 2" PAST A #2 STEEL HOOP AROUND OPENING (TYP.) INSIDE WALL 3/40 FLEXIBLE JOINT (TYP.) , . . , . . TYPICAL GRAVITY HOUSE CONNECTION SECTION SECTION A—A " p ` KOR-N-SEAL" FLEXIBLE SLEEVE " "•'"' . '..• OR APPROVED EQUAL (TIP.) NON—PAVED AREA CLEAN—OUT DETAIL 8" #4 ® EACH SIDE N.T.S. NEW MAINLINE SEWER C 0 N N E C TI 0 N TO 2•c .) 1y• (SEE DETAIL) CO R MONOLITHIC BASE SLAB \:8,SEE EINFORCEMENT #4 BARS " 0 C.E.W. TOP BUILDING CONNECTION DETAIL EXISTING ACP/VCP SEWER SCORING DETAIL TYPICAL GRAVITY HOUSE CONNECTION N TS N•T•S• SECTION A—A IN ROADWAY CLEAN—OUT DETAIL N.I.S. 4' DIAMETER SANITARY SEWER MANHOLE N T•S• SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE A ADJUST TO GRADE W/ CLASS "A" A ALL WEATHER RED CLAY BRICK FINISHED GRADE 16" GA. S.S. BAFFLE HANG TABS `� j CONCRETE FILL W/ TYPE 2 MORTAR (MIN. OF SUFFOLK COUNTY TYPE "F" 4000 PSI TWO COURSES AND MAX. OF 12") ADJUSTABLE CASTING TO GRADE SHAPE TO FIT TYPE II CEMENT ADJUST TO GRADE W/ FINISHED GRADE PIPE OPENING ° e ALL WEATHER RED CLAY BRICK ° 7i6" SQ. OR W DIA. SELF W/ TYPE 2 MORTAR (MIN. OF SEALING BUTYL GASKET TWO COURSES & MAX.OF 12") \ T Jr CLEARANCE SHUT OFF GATE VALVE ') ° BACKFLUSH HOSE ATTACHMENT 24" DIA. " ' • , STANDARD M.H. FRAME & COVER, ° • 1" BLOWOFF GATE VALVE 1-• OPENING `. +�' '+••' •�. S�ALING BUTYL GASKET TOP SLAB FINISH GRADE TYPE F" ADJUSTABLE CASTING .' • I I 16" GA. S.S. A.R.I. AIR RELEASE VALVE p #4 BARS BOTTOM BAFFLE IN PLACE ' a P.R.W.OMER EQUAL 2" GALV. NIPPLE 8" 'jr rw�""j E O.C.E.W. BOTTOM a S.C.D. W STD• M•FI• STEPS 2" GATE VALVE S.C.D.P.W. STD. M.H. STEPS 4'-0" (S.S. OR STEEL REINFORCED (S.S. OR STEEL REINFORCED 15, �•. y ADJUST TO GRADE W/ ALL WEATHER COPOLYMER POLYPROPYLENE} PIPE SADDLE MANUFACTURED BY COPOLYMER POLYPROPYLENE) �- RED CLAY BRICK W/ TYPE 2 MORTAR PLAN MUELLER OR APPROVED EQUAL 12" O.C. " HOLE TO BE t0 1Y" 2 (MIN. OF TWO COURSES & MAX. OF 12") D.I. OR PVC ` A #2 STEEL HOOP AROUND M.H. STEPS 4 FEMALE ALUMINUM CORED CLE ) S.C.D.P.W. STD. M.H. STEPS FORCE MAIN OPENING (TYP.) QUICK K C NNECT MANUFACTURED REMOVABLE BAFFLE 'MANUF. IOENTiFCATiON e CAST F WALL (S.S. OR STEEL REINFORCED (SIZE AS REQUIRED (SEE INTERIOR DROP DETAILS) COPOLYMER POLYPROPYLENE) STANDARD M.H. FRAME & COVER, FOR EACH) BALL VALVE ADAPTER IF REQUIRED • FINISH GRADE TYPE "F" ADJUSTABLE CASTING G\ ALVINIZED NIPPLE D.I. FLANGEED "KOR-N-SEAL" FLEXIBLE SLEEVE 12" O.C. CIRCUMFERENTIAL REINFORCEMENT ° SEE PIPE D.I. TEE OR APPROVED EQUAL (TYP.) (TYP-) 0.15 SO. IN./FT. OF HEIGHT CONNECTION DETAIL #4 BARS ® 8" o PVC TO D.I. COUPLING O.C.E.W. BOTTOM �� :. IF REQUIRED (TYP.) D.I. OR PVC PVC TO D.I. COUPLING (SHAPE TO FIT) ww FORCE MAIN •� ,� IF REQUIRED (TYP.) PROPOSED I 'a .; w 5" "KOR-N-SEAL" FLEXIBLE oz ° SANITARY SEWER ��• �/" SQ. OR 3'"s! SELF ADJUST TO GRADE WITH ALL WEATHER RED SLEEVE OR APPROVED EQUAL s (TYP.) S0 SQ BUTYL RUBBER 15" CLAY BRICK W/ TYPE 2 MORTAR <? 4_O• 2" WIDE S.S. • 10" 1 2, (MIN. OF TWO COURSES & MAX. OF 12") �i STRAPS FASTENED NOTES: MANUF. IDENTIFCATION CO%ERI'� S.C.D.P.W. STD. M.H. STEPS om CIRCUMFERENTIAL REINFORCEMENT JA D.I. "KOR-N-SEAL" FLEXIBLE CAST IN WALL 0.12 SQ. IN./FT. OF HEIGHT IN WALL WITH (S.S. OR STEEL REINFORCED 18" SLEEVE OR APPROVED EQUAL INSERTS. (SEE 6" 1. ALL MANHOLES SECTIONS SHALL CONFORM INTERNAL COPOLYMER POLYPROPYLENE) CLEARANCE 5" MANHOLE TO BE BENCHED INTERIOR DROP DETAILS) 5' TO A.S.T.M. C-478, LATEST REVISION STANDARD DROP �. CIRCUMFERENTIAL REINFORCEMENT (T' ) STEEL PIPE OR SOLID CONCRETE 'ys OR COVERED TO FACILITATE SPECIFICATIONS FOR PRECAST REINFORCED 12" O.C. 0.15 SQ. IN./FT. OF HEIGHT ° 't PUMP OUT NOTE S.S. STRAPS CONCRETE M.H. SECTIONS. BLOCK PIPE SUPPORT (TYP.) �" SQ. OR Y,"4 SELF ° e TO BE MAX. 2' O.C. 2. MANHOLE RISER SECTION TO BE FURNISHED 1ALING BUTYL RUBBER ° e FILL WITH GRAVEL < ' e • STEEL PIPE OR SOLID CONCRETE P C INTERNAL IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. NOTES: d " '' BLOCK PIPE SUPPORT DROP 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED 1. ALL MANHOLES SECTIONS SHALL CONFORM --1'--I MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. FILL WITH GRAVEL PVC ELBOW MATCH g 4. LOADING TO CONFORM T AASHTO H-20 LOADING 1�t" ENS TO A.S.T.M. C-478, LATEST REVISION STANDARD 4'-10" +� �, ROWN �s 5. REBAR TO CONFORM TO ASTM A-615-60 (,YP.) SPECIFICATIONS FOR PRECAST REINFORCED NOTES: 3'-0" BASE CLASS "A" ..•q •:;.•. Fs=60,000PSI CONCRETE M.H. SECTIONS. CONCRETE FILL SECTION -•'•• •. 6. WELDED HARE MESH TO CONFORM TO A.S.T.M. 2. MANHOLE RISER SECTION TO BE FURNISHED 1. ALL MANHOLES SECTIONS SHALL CONFORM 4000 PSI ' ' "° A185 Fs=65,000PSI STAINLESS STEEL IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. TYPE II CEMENT :,.'r: , 'q ' PROVIDE S.S. STRAP 2"X " 3'-3" MAX. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED TO S.C.D.P.W. 4' DIA. SANITARY SEWER M.H. R :• v: 7. CONCRETE TO BE 4000PSI ® 28 DAYS (m'•) 5' MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. REQUIREMENTS & A.S.T.M. C-478, LATEST SEWER ' '.a •.' e. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & (16 GA.) TO FIT 4. LOADING TO CONFORM T AASHTO H-20 LOADING REVISION STANDARD SPECIFICATIONS FOR BOTTOM STEEL OR CCA LUMBER ° v 6" 5. REBAR TO CONFORM TO ASTM A-615-60 N❑T E S I PRECAST REINFORCED CONCRETE N.H. SECTIONS. A #2 STEEL HOOP AROUND OPENING (TYP.) Fs=60,000PSI 1, ALL MANHOLES SECTI❑NS SHALL CONFORM TO S.C.D.P.W. 4' DIA. SANITARY 2. MANHOLE RISER SECTION TO BE FURNISHED CLEARANCE(TYP.) MONOLITHIC BASE SLAB 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. SEWER M.H. REQUIREMENTS & A.S.T.M. C-478, LATEST REVISION STANDARD IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. REINFORCEMENT #4 BARS A185 Fs=65,000PSi SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED 8' O.C.E.W. TOP 7. CONCRETE TO BE 4000PSI 0 28 DAYS 2, MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS AS REQUIRED, MEET ALL REQUIREMENTS OF S.C.DP.W. SPECS. SECTION SEE SCORING DETAIL 8. FLAT SLAB TOPS (NO JOINTS MUST HAVE TOP & 3. MANUF, TO CERTIFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS, 4. LOADING TO CONFORM T AASHTO H-20 LOADING MANHOLE WALL v 3'-O" BASE BOTTOM STEEL. SECTION PVC JOINTS PIPE 2" PAST A #2 STEEL HOOP AROUND OPENING (TYP.) 4, LOADING TO CONFORM T AASHTO H-20 LOADING 5. REBAR TO CONFORM TO ASTM A-515-60 NOTES :1) AN INTERNAL DROP ASSEMBLY SHALL BE INSIDE WALL 3/4� FLEXIBLE JOINT (TYP.) 5, REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000PSI Fs=60,000PSI STAINLESS STEEL 6, WELDED WIRE MESH TO CONFORM TO A,S,T,M, A185 Fs=65,000PSI 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. USED AT ALL LOCATIONS WHERE THE INVERT ELEVATIONS ANCHOR BOLT DIFFER BY MORE THAN 2 FEET. J. "KOR-N-SEAL" FLEXIBLE SLEEVE 7. CONCRETE TO BE 4000PSI @ 28 DAYS A185 Fs=65,000PSI 2) A 5' DIAMETER MANHOLE SHALL BE USED WHERE "•'" OR APPROVED EQUAL (TYP.) 8, FLAT SLAB TOPS (NO J❑INT) MUST HAVE TOP & BOTTOM STEEL, 7. CONCRETE TO BE 4000PSI ® 28 DAYS INTERNAL DROP MANHOLES ARE REQUIRED. 8" 2-(TYP.) C. (SEE DETAIL) 9, BOTTOM SLAB MANUFACTURED WITH 12' ❑PENING OR CORE IN FIELD 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & MONOLITHIC BASE SLAB BOTTOM STEEL. REINFORCEMENT #4 BARS 9. BOTTOM SLAB MANUFACTURED WITH 12" OPENING 8" O.C.E.W. TOP OR CORE IN FIELD 5 DIAMETER INTERNAL DROP MANHOLE DETAIL SEE SCORING DETAIL N.T.S. SECTION A—A DRAIN MANHOLE INTERNAL DROP MANHOLE DETAILS TYPICAL AIR RELEASE VALVE MANHOLE DETAIL N.T.S. N.T.S. 5' DIAMETER SANITARY SEWER MANHOLE N.T.S. N•T•S• A B D � A 5' M.H. 6" 6'-0" #4 BARS ® 8" OCEW BOTTOM # 3 RODS 4' M.H. 5" 4-10" #4 BARS ® 8" OCEW BOTTOM 9" INTO CONCRETE A (2 REQUIRED) A B A / _ I 1/2" ANGLE IRON (8) REQUIRED ,a' AIR VENT 30° CONCRETE CHUTE e n MORTAR LINED , 1/4" �� 2' MAXIMUM AND °' VENT BASE ° AS DIRECTED BY • • DIA. 1/2"-- 1/2" THE ENGINEER ° B B p. �.. . O.D.1/2" ..: .' r . ' ALUMINUM 10" BOLT ° INVERT ALLOY POST CLASS "A" DIA. .• .':�,: .:��. ' 400E PSI e . `, . . •;`�'�� " � .,•.. ".: c_ TYPE II CEMENT ,• PLAN ... . . . '° ,s" DIA. NOTE: a. a .e . •.. a THRUST BLOCK TO BEAR ON ° d 4. ` a UNDISTURBED S❑IL MORTAR LINED • � ROUND OFF CORNER SECTION A-A A ,,. CIRCULAR BAWD RING MADE A FROM 1/2" PLATE 45. PLATE D #4 BARS 90' ANGLE WATERTIGHT M.H. LIFT HOLES 180' APARTJ W/ 2" OVERLAP EACH SECTION THRUST BLOCK BASE CURB CLASS "A" " FRAME & COVER 4000PS1 9 SIZE A B MANDRELL PAVEMENT TYPE II CEMENT O.D. ° ' 8 5.6" 6" 7.45" A S S BAND TIGHTEN TO # 3 RODS 10 7.2" 6" 9.32" 4• •a ' CAST IN PLACE .d•' ° 2' MIN. •:•" ° 60 FT. LDS. IN FIELD o CIRCULAR MANHOLE :. 3' 0. VARIABLE DEPTH •.4 ° 12 8.8" 6" 11.10" a°' SLOPE J§` PER F7, A d UNDISTURBED ° A v ° EARTH TRIM ENDS OF °•n I.D. °.'••' �, ANGLE TO FIT a. "KOR-N-SEAL" FLEXIBLE SECTION 't. '�;`': '•�� " rnNGS AS REQUIRED :., .. 41 4000 PSI CLASS "A" NON-SHRINKING SLEEVE OR APPROVED EQUAL O.D. CLASS A SECTION B—B NOTE:MAX, TEXT PRESSURE 200 PSI WELD TOGETHER j' +'' z TYPE II CEMENT 4000 PSI SCORING DETAIL NOTE: SAMPLE MARKING O.D. ,d ° • e ' TYPE II CEMENT GROUT PIPE CONNECTION DETAIL PIPE SIZE DEAD END 90' BEND 45' BEND 22—Y" BEND 1) AFTER CONSTRUCTION IS COMPLETEE, TRUE .' a" • 2" DIA. ER 80 PVC VENT NOTES: ` - OR TEE °. . .• PIPE WHERE ORDERED „ THE O.D. DIMENSION FOR THE FULL 1, MANHOLE VENTING TO BE INSTALLED WHERE AND WHEN 1 2 1 LENGTH OF "B" TO 0.010" BY TOOL AND MORTAR LINED 4-�+" S.S. ANCHOR BOLTS DIRECTE2, VENTEDD BY ENGINEER. 61, AIR EXHAUSTER AS MANUFACTURED BY 'BARRINGTON' 3 4 2 1 LATHE OR GRINDING. CAST ALUMINUM POST CATALOG NO. B12120R7-CA/BK-WPRT OR " 5 7 4 2 2) TEST RING SUPPLIED BY CONTRACTOR VIEW A—A APPROVED EQUAL, — " 7 10 5 2 RECEIVED " 10 15 7 4 � I WATERTIGHT MANHOLE VENTING DETAIL THRUST BLOCK BEARING AREA N.T.S. MAR 0 8 2022 5'� �c 4'� MANHOLE BASE SECTION 8c TOP SLAB 1s 24 12 s SECTION A—A N.T,S_ SQUARE FOOT BEARING AREA OF DEPARTMENT OF PUBLIC WORKS (— -- BLOCKING ON UNDISTURBED EARTH EUFFOLK COUNTY, NEW YORK Southola -town G0, NO—GO DEFLECTION Planning Board THRUST BLOCK DETAIL T-STING MANDRELL MANHOLE CHUTE N.T.S. N.T.S. N•T•S• DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND RESIDENCES of "EwY SANITARY DETAILS L. K. McLEAN ASSOCIATES P.C. Lww CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 7 �a AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS ,� g$�j t� Designed By: MF/CFD Scale; AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R'S l� V UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ME MADE.THE ! PROFESSIONAL ENGINEER MUST SIGN, SEA. DATE AND CS Drawn By: IVIF Date: JANUARY 2022 ^ SECTION DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE /,� DRAWING AND/OR SPECIFICATION (NYS ED. LAW Approved By: RGD File No. 21038.000 Suffolk County DPW Suffolk County DPW Suffolk County DPW Division of Sanitation Division of Sanitation Division of Sanitatior Exterior SEDIMENT Interceptor riExterior GREASE Interceptor Exterior LINT Intercepter EXISTING AC COUPLING 2'-0" niahed grade SEE NOTE 1 ished grade niahed grade Use manhole cover 4D or 5. MIN. Use manhole cover 4D or 5. Use manhole cover 4D or 5. Manhole covers must be orientated directly Adjust to grade w/all weather ACP TO DR-18 FEI�NCO (SEE NOTE 2) Manhole covers must be orientated directly Adjust to grade w/ all weather Manhole covers must be orientated directly __ Adjust to grade w/ all weather over inlet & outlet piping. red day brick w/ type 2 mortar over inlet & outlet piping. red clay brick w/ type 2 mortar over inlet & outlet piping. red clay brick w/ type 2 mortar (Min. of two courses & max. of 12") COUPLING WITH STAINLEES (Min. of two courses & max of 12") (Min. of two courses & max. of 12') 7/8' sq. in./ft. or 16'Max. STEEL SHEAR (BAND 7/8' sq. in./ft. or 7/8' sq. in./ft. or 3/4` dia. self sealing Reinforced H 20 loading 3 4" dia. self sealing 16'Max. einforced H 20 loading 3 4" dia. self sealing 16"Max• Reinforced H 20 loading but rubber t 8'dia. 8' min. to slab / 9 9 / 9 9 Yl (typ.) ) P PVC DR-18 PIPE butyl rubber (typ.) ((8'dta.) 8" mtn. top slab butyl rubber (tip.) 8'dia.) 8" min. top slab 10'dia.) 10" min. top slab SIZE TO MATCH (10'dta.) 10' min. top slab �10'dia.) 10' min, top slab 24" 24• (8' & 10' dia.) min. reinforcing #505' T&B EW CURB LINE EXISTING 44• 24• (8' & 10' dia.) min. reinforcing #505" T&B EW 24• (8' & 10' dia.) min. reinforcing #505" T&B EW T '� ~ �� Where openings Interrupt reinforcing steel T �-- Where openings Interrupt reinforcing steel Where openings interrupt reinforcing steel place a min. area of steel equal to 1/2' the place a min. area of steel equal to 1/Y the place a min. area of steel equal to 1/2" the Inlet from area of the Interrupted bare on each side Inlet from I area of the Interrupted bare on each side Inlet from area of the Interrupted bars on each side building -�i 16"Min. of the opening (EW) r building -� of the opening E 6" pipe min. building � 16'Mln. of the opening (EW) 9 16'Mfn. oP 9 ( � To sewer PROPERTY LINE PVC DR-118E 6" pipe min. 6' pipe min. To sewer To sewer now II connection ACP now n > connaction now 11n connection 6' pipe min. 45' 13END MAINLINE 6' pipe min. 6' pipe min. *Flexible watertight PVC STOPPER (TYP.) *Flexible watertight *Flexible watertight boot. "Kor-N-Seal" boot. "Kor-N-Seal' boot. "Kor-N-Seal" varies or equal (typ.) or equal (typ.) or equal (typ.) (8'dia.) 18'-6'max rein varies (10'dia.) 20'max. 8 olio. 0.20 sq in ft ht up VCP (8'dia.) 18'-6"max. Min. wall reinf°rcina (8'dia.) 15'-6'max. Min. wall reinforcing to 10' working depth (10'dfa.) 20'max. (8'dia.) 0.20 sq 4n/ft ht up (10'dta.) 20'max (Baia.) 0.20 aq in/ft ht up 5' minimum 0.25 s in ft ht 10' 6" PVC SDR-3 ® 2 MAINLINE q / 5' minimum to 10' working depth 5' minimum to 10' working depth working depth to 16'-6' working depth working 48' min. 0.25 sq in/ft ht 10' working depth 0.25 sq in/ft ht 10' (10'dia.) 0.25 sq in/ft ht up depth 72" max. to 16'-6" working depth to 18'-8' working depth to 10' working depth 7' maximum (1O'dia.) 0.25 sq in/ft ht up (1O'dia.) 0.25 sq in/ft ht up 0.30 sq in/ft ht 10• NOTES: PVC DR-18 PIPE to 10' working depth to 10' working depth to 16'-6" working depth 1. EXISTING ACP OR VCP MAINLINE SIZE TO MATCH 0.30 eq in/ft ht 10' 0.30 eq in/ft ht 10' EXISTING to i6'-6" working depth to 16'-6' working depth 2'-6` Sediment interceptor SEWER TO BE CUT WITH PIPE 4" min. all thickness 012" O.C. RAD. CHAIN CUTTER. 2'-6" working depth 2. IF LESS THAN 2'-0" TO PIPE VCP TO DR-18 FEIRNCO 4" min. all thickness 12' y I2•_0• 4" min. all thickness y I2_0+ #6 #1i012' O.C. RAD. -�J #6012' O.C. RAD. ,-bJ Placed radially JOINT. EXISTING AC COUPLING COUPLING WITH STAINLEES Placed radial) Placed radial) F, t TO BE REMOVED AND NEW DR-18 STEEL SHEAR (BAND F1 SEWER TO BE EXTENDED TO ACP 2'-0" FACTORY END. MIN. 8'-0" dia. or 10'-0' dia. 3. IF LESS THAN 2'-0" TO PIPE (SEE NOTE 3) 8'-0" dia. or 10'-0" dta. 8'-O' dia, or 10'-0' dia. JOINT. EXISTING VCP TO BE PLAN (8'dia.) min. 8" thick slab REMOVED AND NEW DR-18 SEWER (8'dia.) min. 8' thick slab (8'dia.) min. 8" thick slob (10'dia.) min. 10• thick slab min. reinforcing #505" T&B EW TO BE EXTENDED TO VCP EXISTING VCP BELL (10'dia.) min. 10' thick slab min. reinforcing #505" T&B EW (1O'dia.) min. 10" thick slab min. reinforcing #505' T&B EW FACTORY END. 4. MINIMUM DEPTH AT CURB LINE NOTES: 6'-0" EXCEPT AS ORDERED BY NOTES: NOTES: ENGINEER. 1)AII interceptors must comply with ASTM C1613 and shall be ANGLE VARIABLE 1 All Interceptors must comply with ASTM C1613 and shall be 1 All interceptors must comply with ASTM C1613 and shall be designed b a professional engineer licensed in the State MIN. OF 30'/ MAX. OF 45' ) P P y ) � P y g y P 9 designed by a professional engineer licensed in the State designed by a professional engineer licensed in the State of New York. 8"X6" WYE of New York. of New York. 2)When bottom slab will be below groundwater level design for (TYP. SIZE) 2)When bottom slab will be below groundwater level design for 2)When bottom slab will be below groundwater level design for flotation and provide hold down slab if needed. 6' PVC SDR-35 0 2% flotation and provide hold down slab if needed. flotation and provide hold down slab if needed. 3)Manhole cover 4D used for any areas subject to flooding. 3/4" GRAVEL UNDER "WYE"Ikl� 3)Manhole cover 4D used for any areas subject to flooding. 3)Manhole cover 4D used for any areas subject to flooding. 4)Inlet & outlet pipes must be 180 degrees from each other. 4)Inlet & outlet pipes must be 180 degrees from each other. 4)Inlet & outlet pipes must be 180 degrees from each other. 5)The "T" must also extend a min. of 16' above the invert of 5)The "T" must also extend a min. of 16" above the invert of 5)The 'T" must also extend a min. of 16" above the invert of the outlet pipe with a min. of 6' clearence to the under SECTIONthe outlet pipe with a min. of 6" clearence to the under the outlet pipe with a min. of 6' clearance to the under side of the cast iron cover. side of the cast iron cover. side of the cast iron cover. 6)Top slabs must be set as close to grade a possible. 6)Top slabs must be set as close to grade a possible. 6)Top slabs must be set as close to grade a possible. Cast-iron covers shall be set with the min. depth of brick Cast-iron covers shall be set with the min. depth of brick Cast-iron covers shall be set with the min. depth of brick work as possible. This shall be accomplished with the use work as possible. This shall be accomplished with the use work as possible. This shall be accomplished with the use of full diameter width dummy rings. traffic bearing top BUILDING CONNECTION ON EXISTING ACP fVCP SEWER of full diameter width dummy rings. traffic bearing top of full diameter width dummy rings. traffic bearing top slabs and/or shallow 2 hole domes. slabs and/or shallow 2 hole domes. slabs and/or shallow 2 hole domes. 7)Monolithic walls and bottom slab to a minimum of 4 inches N.T.S. 7)Monolithic walls and bottom slab to a minimum of 4 inches 7)Monolithic walls and bottom slab to a minimum of 4 inches above inlet boot. above inlet boot. above Inlet boot. 8)Concrete to be min. 4000psi 0 28 days. 8)Concrete to be min. 4000psi ® 28 days. 8)Concrete to be min. 4000psi 0 28 days. 9)Rebor to conform to ASTM A-615-60 (Fy--60,000psi) 9)Rebar to conform to ASTM A-615-60 (Fy--60,000psi) 9)Rebor to conform to ASTM A-615-60 (Fy--60,000psi) 10)Welded wire mesh to conform to ASTM A185 (Fy--65,000psi) 10)Welded wire mesh to conform to ASTM A185 (Fy--65,000psi) 10)Welded wire mesh to conform to ASTM A185 (Fy--65,000psi) 11)Drawing not to scale. 11)Drawing not to scale. 11)Drawing not to scale. 22g BEND (D.I.P/DR18) D.I.P. TO EXSTEND A MIN. 45 BEND(D.LP./DR18) CAST IRON 2' INTO VIRGIN SOIL. WALL PIPE 3 3'e" ,s s" D.I.P./DR-18 ....a a 0 EACH CORNER(TYP.) SLEEVE • WYE BRANCH (8'X87 (D.I.P./DR18) d (NO FABRICATED WYE) • •C• 6" 1 s" ♦ 9 Y's" a a a 0 O O #4-#5 BARS �. t+ PVC DR-18 FORCE BUTYL RUBBER FEDERAL SPEC. .. �3' MIN. 3' MIN.--I MAIN SS-S 00210 &AASHTO M-198 "A" 0 FLOW I FLOW (PAINT BOTH SURFACES WITH BUTYL RUBBER PRIMER BEFORE ASSEMBLY) 6' e "A" 3" to a• w d. C Q ' t 7" D.I.P. SPOOL PIECE �n4 O EACH SIDE 15 4. 18 CLASS "A" �-- 14" --I MANHOLE STEP TTYPEPSI 11 CEMENT SECTION A-A MODULAR SEAL Y' GRADE 60 STEELFA WEINFORCEMENT W STAINLESS M.A. INDUSTRIES INC. � TYPICAL CONCRETE AND KELLY & DIVIDEND DR. r. STEEL NUTS AND = =��`�" °" PRECAST CONCRETE WALLS PEACHTREE CITY, GA. A BOLTS (OR APPROVED EQUAL) TS CONST�oKrEY AT ALL COLD#5 BARS WATER STOP - 7 TYPICAL PRECAST SECTION A-A S.S. OR STEEL REINFORCED CONCRETE JOINT COPOLYMER POLYPROPYLENE "' '° NOTES: 2-6" 1_1+ .'.•`• + 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT DETAIL- 8 1/2" ` BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. SCALE: NTS STRUCTURAL MANHOLE STEP DETAIL N.T.S. �3' -I VERTICAL HOUSE C❑NN,L-M.-A ASSEM. 8" P,V,C, "ALT. A" TYPICAL WAIL CAST IN PLACE PENETRATION DETAIL N.T.S. SCALE: NTS TOP OF TRENCH i0o. OP OF TRENCH MIN. 2% SLOPE 90' BEND (D.I.P./DR18) j.: MATERIALS & JOINTS EQUIVALENT TO LOWER LIMIT FOR° BELL TO BELL D.I.P. T VIRGIN SOIL MIN 45'BEND(D.I.P./DR18) WATER MAIN STANDARDS OF CONSTRUCTION c SHEETING DRIVEN °e o AND PULLED AND PRESSURE TESTED TO ASSURE WATER s~ D.I.P./DR-18 Y, . O EACH CORNER(T�.) TIGHTNESS PRIOR TO BACKFILLING ° ° "A" o.D. "A~ a "A" O.D. 'A" °a (YrDi P./DR18)YE BRANCH (8'X6') ' " �� DEPTH TRENCH o °O ° ° o TRENCH r• (NO FABRICATED WYE) 1 0 -0 1 0 -0 O ° e o ° DEPTH PIPE °° ° SAND AND a PIPE #4-#5 BARS GRANULAR a '' 3' MIPI. �, 3' MIN. EMBEDMENT I.D. SOILS -\ a ° ° EMBEDMENT f-- --� ° I.D. e e ° ° ° 0. FLOW FLOW ° o o e o e o° MATERIAL o 0 s" ° ° • o e CLASS HAND I COMPACTED o,° ° e ° c .o r� - �RENCH WIDTH ° -TRENCH°WIDTH w 3" 18 MIN. CLASS 11 OR III MATERIAL a 7" COMPACTED IN MAX. 6" > �o EACH soE LAYER TO 95% DENSITY. HAND SHAPED BOTTOM CLASS •A• WATER MAIN OR 1/2 O.D. MIN. -� WATER SERVICE SEWER MAIN OR (ASHo. TALTERNATE "A" ALTERNATE "B" TYPEPSI 11 CEMENT BUILDING CONNECTION SECTION A-A SEWER FOUNDATION IN GRANULAR SOILS .* 18" MIN. TOP OF TRENCH ALL TRENCH DEPTHS A CONST. KEY AT ALL LOWER LIMIT FOR ° ' COLD JOINTS SHEETING DRIVEN c °° #5 BARS AND PULLED ALTERNATE "B"-CLASS I MATERIAL e "A" O.D. 'A" ° HAND COMPACTED r OR I.D. "A" MAX ° o ALTERNATE "A"-CLASS II OR III •' 8" X 6" WYE -10 -0 10 -0 EDGE OF TRENCH o I e MATERIAL COMPACTED IN MAX. 6' 8'0 TO 36'0 12" STANDARD PROCTOR TEST (A.A.S.H.O. E 2' 8' 1•_1• ,%•:• ' + B X B X B GASKET LAYERS TO 95 % DENSITY BY THE : ... •...: SAND AND a 42"p TO 84"0 18" 8 1/2" •' �" : GRANULAR ° e DESIGNATION T-99) 96"0 TO 144"0 24' SOILS ° ° F I.D. ° CLASS I MATERIAL NOTE: ° HAND COMPACTED MAR 0 8 2022 ---3'--� _ HORIZONTAL SEPARATION BETWEEN SEWER I-_ r NOMINAL 3" THICK X 12' Soudhoia Town VERTICAL HOUSE C❑NN, AND WATER LINES MUST BE 10 MINIMUM WIDE LUMBER PANKS C.C.A. NOTE: ALL DRAWINGS NOT Planning Board A ASSEM. 8" P,V,C, "ALT, B" ° °°° ° °° ° t OF TRENCK AND CONTINUOUS TO SCALE TREATED 0.8 RETENTION CAST IN PLACE PLACED PERPENDICULAR TO TRENCH°WIDTH ALONG CENTERLINE N.T.S. WATER/SEWER CROSSING DETAIL SEWER FOUNDATION IN ORGANIC SOILS DEPARTMENT OF PUBLIC WORKS SUFFOLK COUNTY, NEW YORK N.T.S. SEWER FOUNDATIONS DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY GREENPORT MEDICAL OFFICES AND RESIDENCES �FNE�'YD \ SANITARY DETAILS * -^ ' 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 , (� y M F/CFD SCOIe' AS NOTED sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � rif?��� i�; Designed B AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS iT'SUNDER THE DIRECnON OF A LICENSED l•7 ENGINEER, WHERE SUCH ALTERATIONS ME MADE,PROFESSIONAL OTHE ,' PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: JANUARY 2022 \ A DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE J�L_l\ DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SE"ON 7209-2). Approved By: RGD File No. 21038.000