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Home My WebLink About1/27/22 Revised Topographic Survey & Site Plans NOR TH ROAD (S,R ,25) X175 x17`' X16.9 X16.5 X16.4 X16. X]6.2 X16.2 X16.4 � 3 X16.5 Xtb,b -..X17,p X17.5 X17.9 X18.2 X78.6 ••,,X15:1 X19,1 X16.4 Xt7b X17.2 i /-''.. IM=13,75 ........._....................._..._..._......_.....-.}6^•• .... '`... ^./\`�_'6�OtJ�'09" � _�\ 7 •`'^. `�e` / / 157 #385 RIM=1580 ,v IM=16.48 16.7 �`r 4 98, / 4 r J ``+... / T ��--- T x 15.9 7__ SL45 _- --------- T BtKE' G- ..#384 2s£AST _ 16.0 1 Z` CBFrE rrrwafr_T T T -- ----------------- -0 384 # � = 170712 '17.2 _..__- _ ----- ---- -- - L/5A #$$ x 7 ` _-- ----------- ---------------------- XI�.4 I T T r �r �_ .... - - ------- - -- ---- - -------------- ------------ - ------- - -- ---S ----- .- _ 17.6 1 -_ _ rnucal-rc R•�TgtN1YGJe'eLL_C6SD',L(�Rlij,., CONCRETE SIDEVAL Mp #3�I� T _, - - �� - 10• PHIL SURVEY OF PROPERTY • 16.7 .._.._._._.___".._..-. _ / \ X17.6 � { 4r / � G r 6' _X154 `A016,0 X16,1••-. - _^ .._..__......._. - :_ ____. �. _ \ �4 £ DRIEN STpP ` lGi / . . r f•. '~ - .-__ _ __ -- 10 OAK 8 OAK X17.9 I 6.7 // // /r ,.•' \\ \}///,,.•... .,ti ._.. .__....._._.__....__...� •-_ �-^�ti7•WIW-.,..f ..-b�." 10'OAK`�-..._.� \ 6'LOCUST p _ T £N 0.1\ SITUATE AT 1 XI / // ,r X15.31 b' \ /1 ! /.i 70' W7 - , -.. 87- I' - \ \ 6'__ 6a \� Xt tX157 r i /jf � � . - t23.3"X7 a- \X]72 \ 6. 4Zx152 ✓x__159 _ �y \ \�X - GIRAIH/ENP ORT �� 5• - 1,7_.,8 , \ w_ <, ♦ �� \ \ 2 �t 1� ` "11' I ! 1 _ ✓ 26,7 cis ` 1 16,P Zg 10'1 I \\ \ \`/ 6 i\ \ 6' / \ 8' i AS f A. \_21,. !6 ♦ �;\8' /' 6' AS 3�:E 1 �/ / ~_ �^ �= 256 / J r -_P2 X✓£3. \ \ /'\ 8� \\ \�/ \�/ \�/ 6, 19.9 \ - _ _ i / - X t 6' 1 8' \ \ 'c"3' 9c- '- 10• \ / ! / _'.�,'-!��13 20.0 t 13 ✓y ♦ - - - - X J 1 ! '1 ; 1 l 1 {t 6. /'\ X19.7__19----.... N / _ 1.9 i IJ X17.7 x174 , , // r/ -�_ X19• _ �_ I56 12?1 ��-� --�z4• J f !2 / ; 120.9,/ Jt , ! _\,, Ip, \\♦ 6'\ 6'" ;►� ;6� 6. 6 oQ TOWN OF SOUTHOLD -17 ✓ - " \ I t 2 t l X17,0 \ /� \ 6' 6' u // ,/ /r 2G1 16'� 1`5 X14.2 \ X753 \ j t9.1 ._-�2�1$1 1 \ \\\ ! ! t f ! // / \ \ _\�/ 6, ' 8• E ' t N 15.9 f t rr 8' X175 ` \ \�/ ON 0.6' /` X ! r r/ l ! _ " --5 \ / 1 17,0 \ 187\ \ \6• u 14.9 \ \ \ \ 941 { X- X\ \ \{\ .. \ /, l / / 1• / / r \ i \ 4 - I6,9 \ 1 X \ \ \ 6' `� C 6'- / - , , �, f + \ - 9- ,/ 6' 6' SUFFOLK COUNTY, NEW YORK X154 l 1 r 1 13' TWIN I 1 1 1 r' / { \ X 19.9 k155 // \\\. ! �r + \{\\\ Trr--- f20 g��-- fr / 1 6'BIRCH \ X20.0 x195 Max r 6, � N/FDU in \ 4M/ r X17,3 7 \ /!16.9 ,;rr x14.7 X`�`_ r`�\\ ; 2°2-~=-�- - t$--X173 ; \, 7' q c� LAURIE COLLIGAN & A = 204,701 SQ FT OR 4.699 ACRES X172 1 !/ ,rte_ !/ ]o; / / // ,,/ 144 \ t \ \_1 x171 \I/ xtss oz THOMAS J. COLLIGAN !/ /� ) b•l //!�J 1 X154 \ X \ � `\ X17,3 \\ 8' ` SHE M X! %///,///// / 1 { 16.4 -•X76.4W \\ 1 \ �\ !'XI8.9 ! D 9 / X14.3 V I X16.4 ♦ ! } 6.J x19.T SHED 6. / R'+ //''10, 1 X14.2 I ; ♦ice i 1\ j r} !1 20.0 � g01 gLD6 1.5'E � � 16.1 16 /// ///?'/ / //'/ I 1 ~\\ 1 1 //k17.4 J/ X2G4 BLD X16.8 IEi5 IXt J!1 10'! / / / �/ I (/X16.41 X14.4 X14.3 I 1 X16.2 r-`� \ // t 6' TWIN + 1 341 / / \ X76.7 �\ { \ // 17.4 RIM=16.0 ! III j r 1 I j I t ! ( i / \ �.\ \\ \\ ,�/ ]9.b 'CLUSTER 16.0)01 ! , 1 ( \ / \ BLDG W ( 1 ( ( � 1 r3D� !r ' j t t /' WOODS X14.1 ` . } N �� 1J�J t ��4"{1 8.17 t'i.{i!i{I{t 1� '1!1i 11ii 11�13I 1�tt 1 !I4 k 7(' !{7 1 lfy7 i i{1 t r i •(Wl X72' ` ` 17\.\\3\\)1 9\.9( 6' 61 ` 14.9 XI56X X19.1 X19.5 /I X14.4 16.9 X175 'h(17.7X175 8/6'CLUSTER 10' TWIN XIS6 X174 19. 21 k ,150c •\\ ¢ Z�O(V� t \\ tW 153 t 13.4 \ l } \ ' { r Jl \\ WOODS \\\ r E �`OZ 1 \ `J�22, I 0(186 1 17.7\� g, 6' BLDG 0. ' '� !L \ \ +\ { ! I 19.6X 1 SXl i ` \ r/ X { g. \S7 J 1 ! I { i 1 {'i• 1 { ! i 1 .� 1 1 \ \?2• { X174 17.920.3! 3 ` + / i ! 4 1 { 4 111 I { { i 15,0 X15.3 \ ! ! -- \ {\ }\1 o OU --20 N 0. ' 9 ! CL 6y 1 k15.8 - X - -- \ X \ I 1 19.5 rr \�\./ p 1 \ \ \!S 1 . 198 Q ♦ 1 ' T, to 15.0 X152 x16.0 16.9 \ \ i X r ry J I 17.0x`"' 6' x153 \I M_ _ 9 _ 1891 x1� r-_._ \1x]72 LEGEND J n1 4111 ( 4 f 1 } { 11 \ t8.9 \ X17.1 \ 1 i 1 8� \ _ - X - `_._ 1 r \ / g 16.0 1 \ 1 \ ! VII 16'! J { \ X182 X17.3 , 1 tg i 1 X155 ! \ r' -'so-4 / 1^ �♦ / \ \ t o, ��' 26� 16' { i 1 X15.8 \ //'/ rrr'~� / \ r 1 V / \ --"--' � ..p36'1 / ?f•,/ 4// \\ ` 1 � cc; N O 0--, • LIGHT POLE QD DRAINAGE MANHOLE - ".._......... -- , !' ,b i 1 1 !/ r _ - ! f i ! / 24/24 8 \ r' _.._._ X /,!� !X78.4 J x17,5 \ a C7 �to 6 \\\►`{ � I 1 { ` IXOtt 111.11'/ 5(256 t / t` \\ 6' � � N ,, UTILITY POLE ® RECTANGULAR DRAIN INLET 1 \ 1�/ l r 1 1 i I ( I 1 X179 6'CLUSTER \ \ 14.4 } N/F OG ® ROUND DRAIN INLET w �' t{� 6• I 11571 - 1 1 i { tx J ` < GERALD P. ONEILL & { � j t i I i 1 xrs•r\ \� • UTILITY LIGHT POLE it 11'111'1 �0 ! ! ! I ' 6• _ x16e 1 I i\\ \24.7 , f i t i { xt7t t \ cn v t{R ! I I x16.s Jr 1 Ir ( i '�'��?2502s�5.41 r^"r �_ , f t i 6'CLUSTER! TRA CEY H ONEILL �} 1 ga- 1 28 x 71 x17.6 6„ 6TRAFFIC SIGNAL POLE FIRE HYDRANT / X16.7 \ .` -_-_ r Xt7.7 . �S SANITARY MANHOLE WATER VALVE 16.0 / X _. f /X18.3 I ZDQrr171 `�` .`-•z--et�1J-:'"1 i x17.6 ,ti ` , = GAS VALVE ® WATER METER lx16.6 x` MI6• 20.5 WI r.r r }� 1 tf Y Y SIGN QT TELEPHONE MANHOLE 6' �• �.-'' �" ."50174 1 / 1X7 1 I \ ,c 12' 0 1 1 1 1P2111 f i t X 16.0 i,4 X Ib,S ! 1 i ! 1 1 ! 1 1 i 153 / \\ 176 J \ 12/16• CONIFEROUS TREE DECIDUOUS TREE z X155 1 l 4 l 1' { 1 ! i! 1 \ rfrl 'f r jj 1 tX 8, hc191 \ ~� a it I ! i ,!' ;tN° i \ 1 I-/( ( 81,1 r 11 18X8 1 ; \ r\ 11 f r 1 f '; // X16.7 X16,6 i X16.9 7.0 /r 1 XIT.4 (Z4 �> X18.0 M b�\ Wpm 161 ( _.._ _- - { / \ ' r r X159 X16.7 /. _ .._X.... _ _-__-_______--_ __ -___.. --_._.. _ _ _ _.. _._ -_ __ 17.3 f / /.__ x X.\ \ c> { I I 1 {15.4 __ _., t7__ � j7! i ll r J r\\ \ ONS _ - - _- -L�- - - - 14.8 -- ..___ 17.7 \ X183_ 1 X17.9` -_ _ 18.31 \X15 -~. wµ1S.Ei... - 16A7 { \ 1 t r' X\ } t X 1197 \ FEN _ __ _ _ - - - -- -__ _- _ .____ _. aC.._ __ __-_._ _ / - 15.6 153_._-... 17..._..X__.._.___.._. -_.__ _ ___} _. '._ ^._....._.. 1 ,/ i 1 -.. a xl t ! f { A 4 x 16 / _ _ a 24127 1 6'1 ]8.8_\1�/ r Q _. d .. \ I r -- 1G_ _ .......=...._.._._ _.._ L":?• _ CONCRETE FOUNDATION \ 14.3 CONCRETE FOUNDATION 14. __.__ - \ \ 14' 1 ! ( - __ - _ 1l�8 16.5 -._. j6� 17- ""$f �.:xgy 117.1\\\ �,. _.. '6 f 1 16.1 \ / ]51 - ISS "`� •�.. .._ �---- --" I6.OX-� Xtfi .._._._ 16- .2 ......._._ ___..__ ...._...__.-- 184 _ _......... i r 5'~ -. r - yy / r X151 X16.4 \\ t\l4.9 ! r 1 /1 \`\\ I7,4 ! 181 /'/ 1 \\\\� /� X X19.1 11�t I / I y X--•.. -- 80 j0 190 ¢ 12• u' /-_---___ / x16.4 \ 17 43©j ! \ t 1£1 \ ! 1 I -- - - - - - - _ _ _ 1 - - - I 1 t 19,5 1 1 1 \ X154 !1 J1 1 t X153 - - X16' --- - X16.4-- - -/-\1` - - 16 X16.5 ! r 15� 4\ l 19.1 r, {..< N/F Y NG SLA x155 L_J e�� ♦ / r �- i 1 t JOSEPH F, ANGEVINE 1 1 6' 1 ! I (_J DAC SLAD-- r-t7• LAO( SLA ! 1 1 \ -- - - --- - - ---- - - \ 18.6?y X X]7.3 / 169• \ / \ c r'� 1 \ X15.2 X15.2 \ \ ONC SLAB \ - - -- - - - - 1 JJ \ \ / s 3 ¢1 t X16.1 - - I X170 t 1 7 1 > X16.o , r } x173tx 1 \ x16.7! i \ 1s.2 ��^ °o i� \ / i + J \ ♦1 \ p. PATRICIA D. URBAN & f / 1 7 t t J a• i 16.9 \ r ,3017.0 ) r j/17.1 X17.6 / 19.3 X14.9 y + _ s6- \ I ,6 ,- M/ , ��- ! ! i 4 I xn•s \ ! ! 1 r r , 1 j r9.4x X \ { DAVID M. ANGEVINE 1 X14.5 SLAD \ r' \ l � � X15.5 X156 / X16.1 `r 16.5X1/ 18.1 !( ( 1 + ! (( I \ ! / /}� 7 !, / X18.7 18.4 \ t O ti WOODS `.s- XI6.3 ( \ / ! } t t \ !/////155 ! 1� 9' \ ` NOTES i \ x14.9 \ 154 _ !b---' \ 16.8 J \ `til \ s' J X14,8 \,�C Is. ._.__._--"."_"- ( \ ♦I \ 18,5/1!/// x 1t ! ly i� + - \ XIb.2 _ __ __.__1X3_- 16.2 t-� ]8.1.X ( 7 ' i 16.5 X16.7 172 \ XJ r / i t y�r��12' ..' -- ----------.1G- x--- I ==.=�J i ix_----•X1.6.2 ! 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. � 1 5 _ __ 3.9 14.2 l »N13.9 _ - _ - -- - - -_I5 I -' - X_ -_._.X.7.7.3_._____ if r ! 1 x..f X14.2 $ - _ ! ` _ - J M \} r 112' _w 14 _ _139. ..: 73.9 \ �` __. 14.0 ._.•t.r__ _ ..... ..... .-....,::. 15.3^ ! 14.4 - _ _ _ _ - - _ - - p So' a' rwrN _..- --- - -- 16.1 - •5 CONCRETE FOUNDATA 14,4 rl J 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, X157 IS- ...._ _ - - -- _ - 140 / x,/ J 6' 1 150X- .^'._._ �._'x._....._......_.....__-._....._......._X/6:a------------- r -...._.__._..__._._..__._...._.._.._._..._... ....•.__._.G�'4R�TEFOUNDATION-^_X15.7•_ __...._.... 1 \ I 1p, LONG ISLAND ZONE. 157 / 18.0 o.t > X157 .s ._ _ _ -_- _ _ - I 1 \ X16.1 ._.._'_ -,-,-X- '7C.1'G..2•-•SZIS.3._.__.__•-.X16.5 X16.8 X16.9 X , MON z `-_._..-_._._.__...__._._�. „ 16.2 ._. g' 159 X rr`1, -- __ X16,6 17.0 ~�1 _.. ..X.7 _ _. ....- XIXI17,2 / 16X1 X18.7 -10- 181 EN Ol'E v M 3 1 6' 1St 1g 9' I` fJ rs_______y 1 r 3. ELEVATIONS SHOWN HEREON REFERENCE NAVD 1988. 1 { 5 - 6' 12' 6' TWIN '_------_ -_/ 61 118.7 6 / X X181 { X14,5 14.1 S' ♦ 'r �,, I E ! J., } x \ z e l X ra' 12• rwrN ___" _ 9' C � \ t ro• i r 1 xna 17,6 \ 9• TWIN 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 14.9 12' _. -_._.__ � -- ...._ . X 15.2 � -.. �.l'8�~.._._...-•--'"" •' f ♦ 1 p, \ x14.5 1 1 --6% sTE1p z 13.7 - x- 6' TWIN _ 6 9' a• ! 8' \ x16.11 LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2, OF THE � -� { \\ I \ Z NSF NEW YORK STATE EDUCATION LAW. &XI54 � � X 13.9 x14.3 _. b 6' � rlo 16.5 a' I 116' 12� AMANDA C, GERDTS,X13.2 s' 10' 156 s'x14.5' -1s x155 X , ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITHANORIGINAL OF avza zo's' IID' "` - - 6re' \ ROBERT GERDTS & 5,8' WOODS6, 16.6 {8%6'i r X17.6 X 183 Y6' 14.2 0 x16.1 0x / THE LAND SURVEYOR'S'EMBOSSED"OR'INKED"SEAL SHALL BE CONSIDERED TO BE t 14a6� ____.. ro' I / m• r7s 1aD KATHLEEN GERDTSTO � X/ 6, / N X14,4 y X14,3 6'CLUSTER 6 ( / WOODS / 1 14.7 _ 0 xx )��-�3) `( i VALID TRUE COPIES. { { 6' TWIN 14.0/ 157 \73.4 _ . -- 14.2Xq ` �- o --- - - -15- X142 1/ -�` `r ` XS&0 8, 1X8 1 i !J ? 14' \..I X17•SIN 10' t 1 .; RIM=13.8 i 1 8' 14• 6 _}5 (139 ` -9- -._--\= 6' q6'CLUSTER - -- X158 158 r 1 J y/ n t 14/16,20/10'4Y"' X155 .v- 156 •^". _.__-._ ~`i"'^...... 1 6' 6• y -- a x a - -- -- -- "- - x16.e r M z 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THiS SURVEY WAS PREPARED IN ! #41 8' S1 4D' 14.9 6 6' s 6 \ j }26, wi 6. - 17.0 r vt; I 6 r" l� Jj I6.2x ` y -- Ip• 159 to•r- 'W x165 X16 s - 8, z DEBRrs 1 t ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 6' 6' \ 4 ...._--IG•^""..` - - 18.6 __ X t2' 6• 16.6 24' 12' r 8' \ t 5-•- r re.o r2' E \ 1 EN 0.3'W _ ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 14.5 ASPH. _ UNPAVED DWY. 8` - GARAGE \ ,c Pvc NCE MON HE b f MON \ GArE 6' -- pN \ t MpN SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM 73, X 1 4.5 1 0' .8$' L'�iL' . - ON \ ~ rv� ~ ... ' 12 \ SHED - THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, .� ;� ! SHED 8' 6• �._✓ \ !2' / b'STKD FENCE X14.5 �i `0 / 13' TRIPLE 6' X16.9 LOT 44 \ SI D _.../, � MON N/F GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE 201,39" W LOT 43 1� _ ..r r `` JOAN P, KART & ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE in 352,65 ``i,_r' ~�. z o " WILLIAM J, KART TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 1 S 62 039" W Z 194,18' I N/F N/F 1 SHED \\ O N/F N/F y a w 1 `-s 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. SUE ANN KREILING I GABRIEL ACRI & 1 M \\ \ BRIGITTE AMIRI & N/F N/F x16.4 AUDREY ELAINE WHITE W W STANLEY ZUREK JR, 8' KATHERINE IRENE ACRI \ { DAVID MENDELSOHN z 1 1 THE SURVEY CLOSES MATHEMATICALLY. I -3 CHARLES J. SANDERS f I & EDMUND H WHI TE I \ Yo9 N . UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT LOT tr LL"T 1 '1 LIT. I LL- ��' ^ LnT 4 5' L.ifT 4r Lf.,"" 47 ¢ Lr- I Q LOT 49 LOCATED ON THE GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO T 31 BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, T 4 , W1�7 W¢ A(U 1 1 0 1 SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. ! �A MAP OF DIAGRAM OF SIXTY LOTS OF LAND FILED OCTOBER 23, 1873 A3 RECEIVED �(� �_� IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 337 \ D '1\ X16.7 \�. I JAN 2 7 2022 1 anning I � ! O `O s M {1 M 01/19/22 T.L.S. ADDED TREES>6"PER TOWN REVIEWAND COMMENT T.L.S. } WOODS DATE BY DESCRIPTION APPROV. BY i 1 M REVISIONS { / z X X16.8 Town of Southold ! 16.4. / Suffolk County, New York 160 North Road ___----- - Gr ------------ -----_ --- MON ` een ort New York rs- CIAVCRET£SIDEWALK .. / aIM=1273 - Topographic Survey 13.2 4 X tRIM 13.21 a 1 GRAPHIC SCALE S 60030149 ,�c. EI�s�Q ---14_-.�•- 79, 97 X13'7 x13.3 X135 \�� sr;�� W L. K. McLEAN ASSOCIATES, P.C. 30 0 15 30 60 120 4�114.0 SUFFOLK COUNTY REAL PROPERTY TAX MAP NO. KNAPP PLACE , Yy1, �; „ a * CONSUL L COUNTRYTING & LAND SURVEYORS ,�r OAD, BROOKHAVEN, NEW YORK DISTRICT 1000 1 hereby certify that this map was made from an actual surveys ( IN FEET ) Designed B Sheet No. SECTION 034.00 1 inch = 30 ft. completed by me on 03/26/2021 and 01/17/2022. :: � n g Y: PL/NR Scale: 1 = 30 BLOCK 02.00 ,`F � � LOT 001.000 �/ -�Q ' ' Drawn B GLB Date: Aril 23, 2021 TAMARA L. STILLMAN, P.L.S. Pr\21038.000 Greenport Wed Use Campus\Survey Dept0rawfngs\21038.000 Surveydwg 6/29/2011 4d7 PN Tamara Stalman NYSPLS No. 50528 Approved By: TLS File No. 21038.000 1 DRAWING INDEX Drawing Drawing Title - 60 _R 0 25 Number T1 TITLE PAGE Al FIRST FLOOR PLAN A2 SECOND FLOOR PLAN GREENPnUR NY 1 1 A3 ELEVATIONS 9 9 A4 ELEVATIONS KM1 KEY MAP PLAN C1 EROSION CONTROL PLAN NEW C2 DEMOLITION & REMOVALS PLAN SUFFOLK COUNTY YORK C3 PROPOSED SITE P� PLAN C4 GRADING & DRAINAGE PLAN PERMIT PLANS FOR C5 UTILITY PLAN C6 PROPOSED LIGHTING PLAN GREEN �_ ORT MED Uf� AL OFF CES C7 LANDSCAPE PLAN C8 TRAFFIC AND SIGNAGE PLAN AND RES DENCES C9 SITE DETAILS SA 1 OVERALL SANITARY PLAN SA2 SANITARY NOTES JANUARY 2022 SA5 SANITARY DETAILS 1 SA6 SANITARY DETAILS 2 APPLICANT INFORMATION : APPLICANT NAME:......160 ROUTE 25 LLC ADDRESS:.................. BOX 1086 CITY:........................... WESTHAMPTON BEACH STATE:........................ NEW YORK ZIP CODE:................... 11978 SITE INFORMATION : TOWNSHIP........... SOUTHOLD HAMLET................ GREENPORT WEST FIRE DISTRICT..... GREENPORT S.C.T.M. NO........... 1000-034.00-02.00-001 .000 AREA OF SITE...... 2041701 S.F. (4.70 AC) CURRENT USE..... VACANT PROPOSED USE... 3 MEDICAL OFFICES / 1 NON- MEDICAL OFFICE WITH RESIDENTIAL HOUSING PROJECT In LOCATION Greenport L s r: e�. w RECEIVED .µ Shelter=. JAN 2 7 2022 €.: Island U ' Heights Southo dd Town 'tom,. Planning Board t= C) DATE BY DESCRIPTION APPROV. BY ,Rd REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK o GREENPORT MEDICAL OFFICES AND N RESIDENCES N OF NEW TITLE PAGE cl� P LOCATION MAP No O � G °'�'9�* .,,.. ; L. K. McLEAN ASSOCIATES, P.C. 00 * � 1 N N.T.S. I CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON E DRAWINGS a Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS Sheet No. THE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ��gatJ PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND EER' "FERE SUCH ALTERATIONS ARE MADE,THE 1C!'��'1�� Drawn By: MF Date: JANUARY 2022 N 4 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE T 1 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21 038.000 �l,il.VE�yJtH E IP Wo 80F 463D --------------- 9 f I T c .✓ 1 CUFFICIQ. f= i . L IT 01 - 1,6160 SP Mr=PIC L Or—EICE 01 i'""! 1)IC o ICEMEDICAL SIC 1*3 LN, 1T * IA48. a OF SP 1, 23 L?� 8F Ll1T3 R 1 3P 32'-!,',IE +2^tRil E s 11111111 Jill --------------------- -�a------------------------ r 4. EE _}- E I E { -{r-J [.........................................................................._.................................................. 1-_ C.� RECEIVED 5, JAN 2 7 2022 Southold Town > Planning Board C✓ v: DATE BY DESCRIPTION APPROV. BY C, REVISIONS TOWN OF SOUTHOLD —0 SUFFOLK COUNTY NEW YORK x GREENPORT MEDICAL OFFICES AND z RESIDENCES o c(11 — FIRST FLOOR PLAN RONALD KUOPPALA L. K. cL A ASSOCIATES P.C. CI c" A R C H I T E C T P L L C � C\Y CONSULTING ENGINEERS _ 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS B / AS NOTED Sheet No. Designed CC ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 9 y: MF CFD Scale: I`') AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS R$ C\ 0 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. N DE� THE ESCRIBE EHFULLINEER OF SIGERE SUCH N.HE ALTERAS ARE TION ON THE ' JANUARY 2022 A 1 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DALE AND Drawn By: Date: /� C / DRAWING AND/OR IN THE SPECIFICATK)N (NYS ED. LAW 63 Village Line Road Babylon,NY 1170 SECTION 7209-2). Tel 516-797-8317 Fax 516-586-6499 Approved By: RGD File No. 21 038.000 W-0, € '-Opl A l7w:r�F 221-611 LIVING m 5EC)R- 00m L I VINE _S 1°'�. APT._ A—PT. #4 AFT. ,. AFT- /1y�� CCN OC� ' Ti' �NTQFT, Af�'r. 02 _ 521,0 SF - f 1 BFPO 207-2" A I. S 350. SF: - MTl.lt IO) I AFT. 04 35000 - fSTU010) A E. 45 W 411 _ (S 1 iADIO Af T, 06 - 530006r- - 531.W Sp AFT.01 • 521.06F - CLOSET CLOSET AFT, 010 260 /0,04-2 (STUDIO) SGO .j L BATSI sIC-1 I0 ' (0�) I COATS ', ws: a C4 u� I ,Ars 1 ! I � � 3a�T i0 , w STH 10* 010 1 Cl I -I F CLOSET o , ui ui 0- LIVINKa: �. 01 5EDFOOM LIyINra EL-1. LIVING EL-1 BEP—Room APT, *e APT, 0 AFT� Oa T. #ro -% U;`• s C: S i L i U L E E /ED i JAN 2 7 2022 L Sout'riold Town Planning Board u; F DATE BY DESCRIPTION APPROV. BY Vl n REVISIONS —J Ui TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND RESIDENCES C- a; SECOND FLOOR PLAN RONALD K OPPALA L. K. cL ASSOCIATES, P.C.A R C H I T E C T P L L C 1� ASSOCIATES f C L� cc 0 �l a J 0 CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 CN, ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Sheet No. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS L ENGINEER, WHERE SUCH ALTERATIONS ARE MADE.THE Drawn B MF Date: JANUARY PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND y 2022 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE 63 Village Line Road Bab lon NY 11702 DRAWING AND/OR MI THE SPECIFICATION (NYS ED. LAW y A2 SECTION 7209-2). Tel 516-7.97-8317 Fax 516-586-6489 Approved By: RGD File No. 21038.000 . a To, Rocit , J LT <; .-...�....-� � � ..,., <� I�'-Ir4L'1` wA1�H1't'�GTL66RAL. $ LE WLOR�, CHARCOALa w w r - _ , LOR:WTE .... . ......... ......... ...... . _.� . ".n.;�.,.�..... ,>... �..= 1 1. ,�- �..ap. 1 F r}5. " �`b� Ke+1y 3 Y� �}n, z.,3. FA`.'4r IA BOA - .,, Lc�R t - fi .......................................... ......... ..._.. _ .... _...._._..m_ - _ ."..................... .. -.R TSO,2ND FLOOR PLATE,.... �-- TRIM E30AR S COLM-ts,1114 ITIS .�.� H.ARDIE PLS CLAP OAF,�,D SIDING ................................................... ............. L.L.4 , , — _. AZEK TRAM BOARDS _ COLOR: TE - .., -- p----- _ FLOOR SUM _ FLOOR PLATE L. lizo' _ ALUM. GRILLS FOR HEAT PJ-IPS COLOR.IL►HITI ......................................................__......._._ ....._........_� ............... _ . , : ............. _ WOODRAC�,�Ts i _...._._ _ _____.... - 14" Cr� PIM COLUMNS c©LcRu� TCOLOR. 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STYLI: COLOR: CHARCOAL TRIM: AK TRIM c- c COLOR: WHITE I...... ........_._........__— ....... 111I';Ct ANOMSON 400 SERIES COLOR: 1 ,41TI C WL1.MMNS: 4" S=AT F COMPOSITE COLS U> COLOR u"tTE �-- E r-I\1/ D JAN 2, 7 2022 Soutnoi town Ul Planning Dear-:' DATE BY DESCRIPTION APPROV. BY Ql ?J 1 REVISIONS J U� TOWN OF SOUTHOLD E SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND RESIDENCES ELEVATIONS C CJ RONALD KUOPPALA ARCHITECT PL LC L. K. cL A ® ASSOCIATES, P.C. c\1 C CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT•S .. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE WE. THE Drawn By: MF Date JANUARY 2022 A PROFESSIONAL ENGINEER MUST SIGN, SERI, DATE AND XT DESCRIBE THE FULL EENT OF THE ALTERATION ON THE C3`1111 e Line Road Bab Ton,11Y 117�� DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW y H SECTION 7209-2). Tel 516-797-8317 Fax 516-586-M Approved By: RGD File No. 21038.000 T.C. RIDGE , �q� �{�[E ��E {,mapy+;� /�,��•#jp�([ y�� ASFWALT I1 Lr «� -A`yGHI1r:.C:I�t{ti+�•L S 1 E T : � C-PARCOAL g p y ,..w„.. ° , , : 12 12 , ; F COLOR--Umt t d- : , y , 1 v FASCIA 1 A 7S €, '-.1.11 $ 1 � < , ... ,q,s. ... ."y , , .. .. .. ..k.... n .......,x x.........x..}.n,. .l .. ... .. �7 .k, '. } .. .o.-we...w.ee,en .w<ve•......., „Twee. °w w..es.. .�w:ar..,,..w.. .w...-.vw..eee�....°. � ..t. ..F... ..£ ::�' t.. ., aar•-^•. __g�9z FLOOR - �------ - _ ..._ w _ - - ... -... .,_ ® ............ ...... _ - _....... __ ._ ..... ....... ..... _......... ........ ................ ....._...... . _. .... m.. ......._.. ... .._. . 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ELEVATION 7 i.l�E� 1 �a i F^"S L: ,m�.., 1 r`' ra lI- Nt Sli.>ll G-- PARDIE PLA1 CLAPBOARD 4 S4-1I1aLE S1DI COLOR; 411 Hm FZOOF lv ASPHALT 644I1. LIF -ARC€-IITECTLIRAL STYLE COLM- C14ARWAL c ._-.........._...... TRIMS AZEK °1RIM .__.,_._........___..�...._._..�.._. 41 DOLOR= WHITE WINDOW5-- ANDERSON 400 SERIES -TN/ED ' COLOR.- WHITE RECE.1- C©LUMS. l4" SmAm COMPOSITE C.OLLlMNNS COLOR- WHITE JAN 4 7 2022 > Southoid "rciwn Planning Board u: P c: DATE BY DESCRIPTION APPROV. BY Q) REVISIONS TOWN OF SOUTHOLD U� SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND o � RESIDENCES S_ 01 (XI 0- ELEVATIONS RONALD KI70PPALA L. K. cL. Ai� ASSOCIATES, P.G. U,V `J A R C H I T E C T P L L C CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITSERI9 y: MF/CFD scale: AS NOTED Sheet No. CN r CN ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed S AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS IT'S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS, ARE MADE,THE p PROFESSIONAL ENGINEER MUST SIGN, sFlu_, DATE AND Drawn By: MF Date: JANUARY 2022 /L/\tel DESCRDRAWIBE AND/OR EXTENT sPECTHEAi ALTERATION ON THE 63 Village Line Road Babylon,NY 11702 SECTION 7209-2). Tel516-797-8317Fax516-586-6489 Approved By: RGD File No. 21038.000 0 50 100 Feet pop JENNIFER SINCLAIR low Ir A .OW W low JOSEPHINE 5 PAST JEMCO REALTY PORCO 40 LLC ASSOCIATES LLC Woe ISIDOROS BRIANNE CAROLYN GREER KORDAS MAN�,%JARTNG AMY JESTER 0 k C& N1 PREr,IIER PROPERTIES LLC SOUND ROAD LLC CONSTANTINE KONTOKOSTA Y NORMA CORWIN ANTONIS NATSOULIS 5 PAST 40 LLC 0, 2-1-1 -P TXNIMI GRATTAN i Ell, "g- A.W ISIDOROS KGRDAS ROBERTA EISENBERG 4 N E'--)T 0 R A PAUL ,ES, LANFRAY AURIE L ANDREA V KTNG JOHN M COLLIGAN grki MV, GWIAZDA W L R OF W -"'NR "WO ........ THE SALT BOXX LLC G-ERALD P ONEILL. IONATHAN SA LT BOXX LL(-` DIVELLO WL x 160 ROUTE DAVID ANGEVINE 5 LLC CHERYL ANTHEIA -10RSFALL k", FRESHWATER WETLANDS BOUNDARY S1 AMANDA GER '! CTORIAN LL C & R,0 1(-,E R C STAKEY wo k 36AN P KAR '0 U'N TY 0 F STANLEY SUFFOLK X NZOREKJR CLIFFORD HARRIS KRTSTTE CARA (--iALOWITZ Z- IU EpRist �.AJALLER �, N AUDREY H-1,R,,R.I q(13�J -71 0 STA E OF BRIGITTE N E VIIJ ORK �VVHITE N1 I R ,Al CHARLES .......... SUE ANN -AROL L SANDERS C k -'K E R KREILIN( 1,4 MAI 'ABF EL ACR,T G �l A k 'A' JESSICA LEIGHTON L "SE \ RECEIVED 0 U! A N' N S0UTHOL.D -AtM PB LL L MARGOT PERMAN C 0 H E JAN 2, 7 2022 DAVI W t so U-t h-61 d Towli TOWN OF REV CABLE TRUST CORNE (1�FF0RC,, PENNY P YNE Planning Board �56EVERLY z I i"111 G-0 f"I F H11"IRRIS !�fi�(PIU T S K A 'D EL R E S KIRSTEN TEVEN MUTH 8 A DROSKOSKIII -wow" JORX"IE GOMEZ CINE IGGS �,A R4 I Ti BEVEWIN 'm 10 N AT H.A N L JOHN ROGER I ]AM ES REVIDIII t-- UKUZ) I SPERLINGTRUST A NIE RIVAS ( LARK A 11 NENOPOULO.:�)' . PETRA ENGELKE -,PM�RCZEWSKI 'ABLEitTRUST JOSEPH 0) !,:� ,�THLEE,,N ,E ",VFAMTP� IRREVOC 3: JON HAN L BERTOLINI Tr MARS :: F I SPERLI TRUS.7 -A --wo KATHERINE A VJALLACE 0 'L.'A REVOCABLE TRUS in JOANNE RORY KLINGE ROBERTA GR EENRAUM G LAY DS POLLOCK I 'o,� C) HUGGINS I - - IV) ...... ............ SUSAN PADDEN .C- JAMES SPANOS DAVID BERSON CHRISTOPHER JA CQ U E L I N E SUSAN MCGLINCHEY WOLFSON % PI N Kk"',.1 ATE R J 0 C, ANTHOIJILA REII�`OCALQ-E C- 0 U MATTHE�,`J MADDY -1 R Y III TRUSiT "I'll KATSIMATIDES GREGG VA A N P �HUGININ '---I IERSON 16- SILVER B u *11 d itl,-� Land Usage 1 9 S W I ED�.I) > 81 1 BARBARA U CISTERINO ......... CLAPS P g n S i t y P-\ i d I-)I i o I BROSTAR LLC DATE BY DESCRIPTION APPROV. BY n E -itia I REVISIONS 0 mechLII-11 Densify Residei (50 U TOWN OF SOUTHOLD I C I C on-) 111 f al SUFFOLK COUNTY, NEW YORK JOHN J GREENPORT MEDICAL OFFICES AND Not witl-l ' n 2 00 x RESIDENCES E L BARDENHAGEN n STEPHANIE n 0 8, 'DAN'IEL G-D CN D 'I s t a n c e f ro m Site Location wilIll 7 ROL MORRISSEY NEWJ� 0 YOCASTA KEY MAP PLAN p LEL-AND I GARCIA Q) 500ft DENNY Q) LOUIS i R, CD A L. K. McLEAN ASSOCIATES, P.C. SWAIN I G R A7ANN CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 0 7` -0 SbQlk County, 0, 00 200f t Sheet No. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS N 0 Designed By: INGS MF/CFD scale: AS NOTED ANY PERSON FROM ALTERING ANYTHING ON THE DRAVA AN 00 U,�OMR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS THE DIRECTION OF A LICENSED PROFESSIONAL Q0 C t S ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE Drawn By: MF Date: JANUARY 2022 PROFESSIONAL ENGINEER MUST SIGNj,,S1l DATE AND CN 0 TH Kmi DESCRIBE THE FULL EXTENT OF E ALTERATON ON THE DRAWING Al IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: Ri File No. 21038.000 0 t I —D in NOTES: I1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED AS A MINIMUM. THE SITE IS SUBJECT TO MONITORING BY A QUALIFIED EROSION CONTROL PROFESSIONAL AND BY THE NYSDEC, AS OUTLINED IN 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 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_ STORMWATER POLLUTION PREVENTION PLAN THAT HAS BEEN SUBMITTED TO THE AGENCY FOR COMPLIANCE WITH CONSTRUCTION ACTIVITY REGULATIONS. 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE COURSE OF THE \ \ \ \ \ 00 CONSTRUCTION. I \ \ PROPOSED CONSTRUCTION 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED ON THE PLANS SHALL BE INSTALLED PRIOR TO DISTURBING ANY SOIL \ \ OR MILLING OF ASPHALT PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS WITHIN THIS PROPOSED SILT FENCE (TYP ) - �1 -� T6-00_, NORTH ROA.� � , FENCE (TYP.) CONTRACT OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND PROPOSED CONSTRUCTION / \ REMOVE COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE ENGINEER. COLLECTED MATERIAL SHALL R =1s.7s RIM=15.80 E ENTRANCE W/ GATE \ BE DISPOSED OF PROPERLY TO AN OFF-SITE LOCATION AS DIRECTED BY THE ENGINEER. r / V � w 0� RIM=16,08 � \ I - - -_ - - - - -" - - - -�- - - \ CONCR T OR 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL SEDIMENT CONTROL MEASURES DEPICTED #1385 CONCRETE CURB off off �- c H off c nl c ccy- 3ggc c c �¢ c �c c c c c c c c c c c -c-- c-- c c c c c c c c c c s- ARE IN PLACE, AND APPROVED BY THE ENGINEER. 4 / T -T -T-- - -- i�- OH OH OH M- - OH --�-- j4--#1-OH OH OHS_ OH •-OH OH OH OH-OH ._Lll# -'-0H OH --�H OH OH OH OH OH OH oil - -QFi �- ----------- --------- _ -- - ---------___T_ ----------------- _ 17 T__.-T--_ -r T r i L�-DEE T CDNC ------ ------- _ ------ --------------- ----------- ----- NDS Ir OZ T - - - 5 AND ONTO ADJACENT PROPERTIES OR ROADWAYS; NO SEDIMENT FROM THE SITE WILL BE PERMITTED TO WASH INTO WETLANDS --- --- - - -- - / -T-T T T T T T-T-T T T T T T T--- 7----�--- -� r�' T T ----T ---- - --T---T----r----T ----T -- T T T T T T SEDIMENT BARRIERS (SILT FENCE) WILL BE INSTALLED IN CRITICAL AREAS FOR EROSION CONTROL PURPOSES INCLUDING THE -- - °- ---------------------- Y1381- j T MON , DOWN-SLOPE OMIT OF ALL CLEARED/GRADED AREAS � --_-'_-7_---T 7 �T -- \_ G -_-- ----- - - - � / � � �RrEN��j -x T T r--�T'----T T �g6 ( �./c \ ,� f --_ / / 1 EN 0.1 t �4' 6/01\7FENCE 6. A STABILIZED CONSTRUCTION ENTRANCE WILL BE MAINTAINED TO PREVENT SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO - CR 48. THE CONSTRUCTION ENTRANCE WILL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY STABILIZED; 10' 17A �[ o/ -\ \ �_ �- / _-/= 7 ` -� \\ H°P�\ / 7. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT ANY CONSTRUCTION ACTIVITY SEDIMENTS FROM TRACKING ONTO PUBLIC STOP I \ VVV yl�� / /� �1 / �20.to5HO6- � , D _ _--� 1\ i Y�5' ` / 2080 �--- -� \ / \ \ p ROADWAYS. // \ 8. CLEARING AND GRADING WILL BE SCHEDULED TO MINIMIZE THE SIZE OF EXPOSED AREAS AND THE LENGTH OF TIME AREAS ARE IXPOSED; C \\ ` 25.00 N2:1: \ rsyoA \ PSPN 9. CLEARED AREAS, EXPOSED SOIL AND STOCKPILES WILL BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY SEEDING AND °° \ -�,"�_I I \I V.' OTHER MEASURES AS APPROVED BY THE PLANNING BOARD AND THE TOWN ENGINEER; 1 18.00 \�\\ \ 25•Q�4� / \. 1 \� / w} 10. DRAINAGE INLETS WILL BE PROTECTED THROUGH THE USE OF SEDIMENT BARRIERS AND TRAPS AS REQUIRED; _-- _ l - - 17;00' \� _oo_o- _ a S 1 N: . . ` z3 I \\\ \ 23 I q 11. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES WILL REMAIN IN PLACE UNTIL DISTURBED AREAS ARE / / I ' PERMANENTLY STABILIZED. PAVED AREAS AND DRAINAGE SYSTEM WILL BE CLEANED AND FLUSHED OUT AS NECESSARY TO REMOVE 13 f ��_= \o/ E " ANY SILT AND DEBRIS; _ 20.00- / x 1 V 7 / / / ��s ' \ / l �`�\ l I I /1 \ �I� 12. TREE ROOT AND TRUNK PROTECTION PROTOCOLS TO PREVENT DAMAGE FROM HEAVY EQUIPMENT SHALL BE EMPLOYED. I--,' / ( 1 I I I �' 13. ALL PETROLEUM-BASED LUBRICANTS WILL BE STORED IN SEALED CONTAINERS IN CONTRACTOR'S VEHICLES 2� / o 14. SPILL REMEDIATION SUPPLIES (E.G., ABSORBENT PADS) WILL BE KEPT ON SITE FOR ANY TYPE OF EQUIPMENT-RELATED I / Z 0 SMALL SPILLS THAT MAY OCCUR. PROPOSED BLDG• #2 Q ( P R 0 P OS E D Q L D�o. 3 15. ANY CONSTRUCTION EQUIPMENT WILL BE MAINTAINED AND SERVICED ON SITE, WITHIN THE SILT FENCE TO ALLOW THE 1a.o o # q CONTAINMENT OF ANY POTENTIAL LUBRICANT OR FUEL SPILLS. 1ST FLOOR 1648 SF 1 ST FLOOR 1523 SF o2'w SH 16. SHOULD A LARGE SPILL OCCUR, THE PROPER AUTHORITIES SHALL BE NOTIFIED AND REMEDIATION SHALL OCCUR BASED MEDICAL OFFICES MEDICAL OFFICES > UPON THE REQUIREMENTS OF NYSDEC AND SPILL RESPONSE CONTRACTOR. 2ND FLOOR 2ND FLOOR // SN 0'8 17. A STAGING AREA FOR HEAVY EQUIPMENT, VEHICLE PARKING, MATERIALS AND STOCKPILING, FUEL STORAGE AND w-mow p / ///// �J 45 HOUSING UNITS BETWEEN 5 H(� ��JING UNI�s DE WEEN / J 15,E HANDLING, ETC. SHOULD BE PRE-DESIGNATED AND LOCATED AS FAR FROM WETLANDS AS POSSIBLE. SPILL PROTOCOLS r- LU )�, / D5 18 E SHALL BE ENACTED. SLJ4rJ1 - 600 ��F o :OD o 451 •-600 SF 5 HOUSING UNITS \ 5 HOUSING UNITS IMPACT ON NOISE ODOR & LIGHT: LESS THEN 450 SF I \ LESS THEN 450 SF ( \ DG 09'E .,l \� B 1. Prior to start of any construction activity, notify (F.F.E.=1 $.0') ( {F.F,E.=19.0, 1 a \ l /, \ \ ? the Town of Southold Planning & Engineering RIM=16,00 I ' \ \ 3 DEBRIS \ Q Departments a minimum of 2 business days in advance; An inspection is required of the installed I 1 turtle barrier fencing (aka erosion control prevention/silt fencing) by Town Engineers office and Planning staff prior to clearing. o. 3. Construction activities shall only occur from III I III III \ / \ BLDG Y 7:00a.m. to 6:00p.m. on weekdays and Saturdays; � / < ( \ c4.i 1 -2 GO-- N 03-W - - 4. No construction activities are permitted on N I I I 7 1 1 ESundays, ear-round, or the following holidays: so° -- � \ � _ - y . y g y r \ JNew ✓/ d �$.0 ` 8� ` Memorial Year'sDay ay ` J SII I I III I I I ( 15"HDPE Independence Day (July4th) /� \� /�,S•• ° / �45' ` Labor Day 7 \ Thanksgiving ��\0 1 \\ 1� I I _ i l 1 �/ // �� / / 1 , Christmas Day S OJ 1 \\ i�\I ° / \ �� D 16� II - I LEGEND: I PROPERTY LINE • 0l I ( �� \\ -25.00- - - � I<�\ O z 1 I III / \ I / \ \\ \� - �// // 1 1 .0 EXISTING CONTOUR --20.00 ' I I \ PROPOSED SILT FENCE ,8.00 =- � I / (LIMITS OF CLEARING) PROPOSED CONSTRUCTION FENCE � PROPOSED BLDG. #1 /. 1 / - r/ - // \ PROPOSED CONCRETE CURB 1 ST FLOOR 1676 S F / 15'HDPf / \ 15"HDPE \ 15 HDPE--J \ / 111 I I -I r- f) , \ 6d \ of 1 S -,s HDPE- PROPOSED 15 HDPE DRAINAGE PIPE MEDICAL OFFICES \ \ \ _.-- 18 00 7 �(-- � - 17.�o q �'� � 6 - - „ 2N FLOOR - - - / - D PROPOSED 8 HDPE ROOF DRAINAGE PIPE D L - - - - SOA- - - -- -- - -- - --- - - -- - 17.00- _ - - - -17.00- 16.00 / /� \ / o,2'W�A 11� 5 HOUSING UNITS BETWEEN --A5 W - - -- lo.00- --- -- - - I - 16.Oa I I I 451 -600 SF =___- 16.00 -16.00- - - / 1--17 00 o J I\ -_ _ PROPOSED 100 LEACHING CATCH BASIN I a 1 - - 16.00 -- - Z 5 HOUSING UNITS _--1 �'� \ / \ - _ 1 - ---'17.00 =--_- -- -- - - -_ -18;00 PROPOSED BLDG. #41 V J LESS THEN 450 SF J-15"HDPE I 1ST FLOOR 4847 SF - Z PROPOSED 10'0 DRAINAGE LEACHING POOL I �/I (F.F.E. _� I ' J \ \ NON-MEDICAL OOR OFFICES r'L 6- 6$ "( �= I �"` PROPOSED LIGHT POLE 7 O 1 00 5 HOUSING UNITS BETWEEN \ O-1 LIGHT POLE 11 (,1 I I / I 451 -600 SF I O -U UTILITY POLE I 1 / I \ > 15" HDPE- --,s HDPE--( "C 5 HOUSING UNITS 8' I ¢-, UTILITY LIGHT POLE I I LESS THEN 450 SF \ Q TRAFFIC SIGNAL POLE (F.F.E.=20.0 ) \ I p SANITARY MANHOLE I GAS VALVE \ �- - -- - --- 16-.00- --+518.00 \ / SIGN _ - 16. 0 - -- -_ _ _ ~F'; CONIFEROUS TREE DRAINAGE MANHOLE - -� -�- �\ � ---- -- - - -- - ,. (� 10" / - - - - - -- - - - - - - - - - - .Ori - --- - - - , 00 - - - -- 16.00 _ MON RECTANGULAR DRAIN INLET I O -- -- -.. -FEN 0.E'E -1-6 00- - - - - --- - 6�0 - -- -} op- -FEN 01'E- - - ROUND DRAIN INLET GO— \ \ FIRE HYDRANT D D D D � D D ° -- /-� WATER VALVE 54.7 _ '15.00- -__ - WATER METER I Q TELEPHONE MANHOLE / ` NOP \ \(\ 1-,5 HDPE -( 1 6 � =J DECIDUOUS TREE I H p nn = b 1.80 1 •�. �. ( ��15 __ / / J-� \ 'CI U i� PROPOSED CONSTRUC ION 151 ; . E O ' \ 17 - 16.00 ENTRANCE W/ TE I : : / _ � � / � / v TSI 0/ \ f - RIM=13,8 11 l\ / - 1- I - 2 q \ \ Z t�•" _/ �_ / o W �- f oQ � 1 EN 0.3'W -� __.- -- --- F \ / MON � - _ - - -- - - - - - - - - _ - -- LGATE X T-� ON 16v MON_ � KD ENG1 MON6 x _ - 1 I f �~ , SHED 6' TKD FENCE --_ _ MON E 6' PVC FENC MON SHED O - , / ' /` - [NC FTE �Z GARAG I x 6�- 6' 1�' y 1�'' Iia A SPH. -� -_� (JNPA VELI D W Y. 14. SHED TPIob �' 1 I \ I 1 SHED ,000a° II S 6� ° 0 '39 " W °° 1 1 5 35�, 6 5 I I ,� S \ 6 X 0 '3 9?" W q � \ \ 194, 181 REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: CB1 CB6 CB12 CB18Cel 1 IMPERVIOUS (ASPHALT) = 5,000 SF IMPERVIOUS (ASPHALT) = 8,290 SF IMPERVIOUS (ASPHALT) = 7,190 SF IMPERVIOUS (ASPHALT) = 7,570 SF 868.33 CF REQUIRED I 11 1 1 1 C=(7,190 X 1)= 7,190 C=(7,570 X 1)= 7,570 (2) 10'0 x 8' DEEP LEACHING POOL = 68.42CF VF X 16 = 1.094.72 C=(5,000 X 1)= 5,000 C=(8,290 X 1)= 8,290 / 5,000 X 2"/12" (RAINFALL)= 833.33 CF 8,290 X 2"/12" (RAINFALL)= 1,381.67 CF 7,190 X 2"/12" (RAINFALL)= 1,198 CF 7,570 X 2"/12" (RAINFALL)= 1,261.67 CF TOTAL DRAINAGE PROVIDED = 1,094.72 CF oo I` PERVIOUS (VEGETATED) = 2,100 SF IMPERVIOUS (SIDEWALK) = 550 SF PERVIOUS (VEGETATED) = 130 SF IMPERVIOUS (SIDEWALK) = 1,097 SF I I 1 1 C=(2,100 X 0.1)= 210 C=(550 X 1)= 550 C=(130 X 0.1)= 13 C=(1,097 X 1)= 1,097 CB2 1 BUT SUFFICIENT TO KEEP 50' MIN. C=(210 X 2" 12" RAINFALL)= 35 CF C=(550 X 2"/12"1) (RAINFALL)= 91.67 CF 13 X 2"/12" (RAINFALL)= 2.17 CF 1,097 X 2"/12° (RAINFALL)= 182.83 CF 1,296.66 CF REQUIRED _ -� ` , ^ - _ ^-� 18'-0"MAX.C.to C. ��ONS W FLOW TOTAL. STORAGE REQUIRED = 1,200.17 CF PERVIOUS (VEGETATED) 2,450 SF (3) 10'0 x 7' DEEP LEACHING POOL = 68.42CF/VF X 21 = 1.436.82 r ^ ham\ U t�T FDAL ENCIN /OH TOTAL STORAGE REQUIRED = 868.33 CF IMPERVIOUS (ROOF) = 459 SF TOTAL DRAINAGE PROVIDED = 1,436.82 CF I I _ 1 `- C=(2,450 X 0.1)= 245 r ,� �� GRADE ¢ C=(459 X 1)= 550 CB13 O 1 - , °" CB2 459 X 2"/12" (RAINFALL)= 76.50 CF 245 X 2"/12" (RAINFALL)= 40.83 CF (� p IMPERVIOUS (ASPHALT) = 1,400 SF TOTAL STORAGE REQUIRED = 1,485.33 CF C63 �]J AFI IMPERVIOUS (ASPHALT) = 6,380 SF PERVIOUS VEGETATED = 3,500 SF 1,499.33 CF REQUIRED 1 1 �� I 1 f +i� '� _� ;,"5t',=» ' - 'k .fie-.•? �;y;., ;;, :tie;; crr (VEGETATED) C=(1,400 X 1)= 1,400 �"� �1J of �i y ., ,xs5.��,�n"car ..t,' x.t..•, r<, a C=(6,380 X 1)= 6,380 C= 3,500 X 0.1 = 350 = 3 CF (3) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 24 = 1,642.08 I 1 _,., ( ) 1,400 X 2"/12" (RAINFALL) 233.3 CB19 II =v'r- , 3•i+`4�' I.c..'��•La. n.`;y;+��r-.F'y: 6,380 X 2"/12" (RAINFALL)= 1,063.33 CF 350 X 2"/12" (RAINFALL)= 58.33 CF = _ TOTAL DRAINAGE PROVIDED = 1,642.08 CF O r--{ SLOPE 4" VERTICAL (r • /� ) PERVIOUS VEGETATED 1,000 SF IMPERVIOUS ROOF - 6,390 SF }� o ,�a";�� '�'�t'�'-`"""'` �%��'+�y';,��,''+'�'a.'•?'�`='S"i�n�' z (VEGETATED) TOTAL STORAGE REQUIRED = 1,608.17 CF ( ) ( ) I _ 1 I , I PERVIOUS VEGETATED = 1,400 SF I O- I FACE `4Vivt -- g C=(1,400 X 0.1)= 140 C=(1,000 X 0.1)= 100 C=(6,390 X 1)= 6,390 CB4 cfl 1 I I ��O 0 4 4 N rt� �-X=�` "'' r` 140 X 2"/12" (RAINFALL)= 233.33 CF CB7 & CBS 100 X 2"/12" (RAINFALL 16.67 CF 6,390 X 2"/12" (RAINFALL)= 1,065 CF 571.67 CF REQUIRED r 1 L,•5.Via+c►y�sY *H�r w- .. o rte•+:^'a 1�.-'�= r'^� 7�+�3 r� Y . / ) TOTAL STORAGE REQUIRED = 250.00 CF PERVIOUS (VEGETATED) = 2,000 SF 2 10'0 x 5' DEEP LEACHING POOL = 68.42CF VF X 10 = 684.20 PERSPECTIVE VIEW 'i''''` y'q TOTAL STORAGE REQUIRED = 1,296.66 CF � ) / I 3 I ' BEDDING DETAIL '=`* ",e< 1• :y` � s"KSie ., % :' ?'tip$ # IMPERVIOUS (ROOF) = 5,931 SF TOTAL DRAINAGE PROVIDED = 684.20 CF I ` ,,S.T:• •4.=r $;� . C=(2,000 X 0.1)= 200 N•r=.` X7.� .t•o-: T w•.I'N%. CB3 C=(5,931 X 1 = 5,931 200 X 2"/12" (RAINFALL)= 33.33 CF ( ) IMPERVIOUS (ASPHALT) = 4,390 SF TOTAL STORAGE REQUIRED = 1,098.33 CF I I 1 1 ANGLE FIRST STAKE TOWARD IMPERVIOUS (ASPHALT) = 2,825 SF 5,931 X 2"/12" (RAINFALL)= 988.5 CF 1 G r cGLslRu .wIRARFf-FDIRDMIDN OF CB5 36" MINIMUM 2 x 2 C=(4,390 X 1)= 4,390 651.67 PREVIOUSLY LAID BALE. 7 FENCE POST 3/4 STONE BLEND OR N.Y.STATE D.O.T. R.C.A. C=(2,825 X 1)= 2,825 PERVIOUS (VEGETATED) = 7,500 SF C.` G� ^4 FILL Mir(0%)ABOVE DQSTM GRADE FUR NAGE 4,390 X 2"/12" (RAINFALL)= 731.67 CF � 17 2,825 X 2"/12" (RAINFALL)= 470.83 CF C=(7,500 X 0.1)= 750 (2) 10'0 x 5' DEEP LEACHING POOL = 68.42CF/VFX 10 = 684.20 I 1 \ ^ {� ( PERVIOUS (VEGETATED) = 5,000 SF TOTAL DRAINAGE PROVIDED = 684.20 CF I e-{ 1 1 FLOW G ^� WOVEN WIRE FENCE IMPERVIOUS (ROOF) = 5,931 SF 750 X 2"/12" (RAINFALL)= 125 CF '� r ^fL' / ( ) C=(5,000 X 0.1)= 500 �""-1 yc- .^ ^ (6 x 6 - 10110 WWF) C) 5,931 31 X 1)" 5,931 TOTAL STORAGE REQUIRED = 1,113.5 CF I I 1 O �^ `^ 500 X 2"/12" LAINFALL)= 83.33 CF CB6 , � � -� »'� Z PLAN VIEW _� PERM X 2"/12" (RAINFALL)= 988.5 CF TOTAL STORAGE REQUIRED = 815.00 CF 1,608.17 I ^ C% ^ FILTER CLOTH PERVIOUS (VEGETATED) = 2,400 SF CB9 C=(2,400 X 0.1)= 240 PERVIOUS (VEGETATED) = 2,200 SF (�3 10'0 x 8' DEEP LEACHING POOL = 68.42CF�VF X 24 = 1.642.08 , ^ � CB15 TOTAL DRAINAGE PROVIDED = 1,642.08 CF W I 1 ^ M O 240 X 2"/12" RAINFALL)= 40 CF C=(2,200 X IDA)= 220 IMPERVIOUS (ASPHALT) = 2,780 SF , SLOPE TOTAL STORAGE REQUIRED = 1,499.33 CF 220 X 2"/12" (RAINFALL)= 36.67 CF I +� , ,\� �� ,� BOUND HAY BALES EMBED FILTER CLOTH F / ' ( ) c=(2.780 x 1)= 2.780 cel & cBa �'^��.` ,. ' ^ RAO C_ TOTAL STORAGE REQUIRED = 36.67 CF 2,780 X 2"/12" (RAINFALL)= 463.33 CF 1,113.5 O �� ' PLACED ON CONTOUR MIN. 6" INTO GROUND R 0 A D O CB4 IMPERVIOUS (SIDEWALK) = 800 SF (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1,231.56 z U IMPERVIOUS (ASPHALT) = 3,070 SF CB10 TOTAL DRAINAGE PROVIDED = 1,231.56 CF I �✓Q�DS �(1 `l 3/CONS mwe'saY.ar "ATE°o.aN A°FFPRovmRc�. C=(800 x 1)= 800 ��`// -I C=(3,070 X 1)= 3,070 IMPERVIOUS (ASPHALT) = 5,600 SF 800 X 2"/12" (RAINFALL)= 133.33 CF 2 RE-BARS: STEEL PICKETS RO ST Ro/D" ix1 IDIT(m.)ABDYE DosIRD auoE FM p/ ML 3,070 X 2"/12" (RAINFALL)= 511.67 CF C=(5,600 X 1)= 5,600 C89 I 1 (� 2"x 2"STAKES 1.5'10 2' IN GROUND. NOTE: O IMPERVIOUS (SIDEWALK) = 280 SF 5,600 X 2"/12" (RAINFALL)= 933.33 CF IMPERVIOUS (ROOF) = 5,931 SF 113.17 1 t J DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA In C=(280 X 1)= 280 IMPERVIOUS (SIDEWALK) = 1,000 SF 5,931 31 X 1)= 5,931 (1) 10'0 x 2' DEEP LEACHING POOL = 68.42CF/VF X 2 = 136.84 I / 1 HAY BALES. 112 ACRE / 100 LINEAR FEET CROSS SECTION O 280 X 2"/12" (RAINFALL)= 46.67 CF C=(1,000 x 1)= 1,000 5,931 X 2"/12" (RAINFALL)= 988.5 CF TOTAL DRAINAGE PROVIDED = 136.84 CF I ' ---, 1 W PERVIOUS (VEGETATED) = 800 SF 1,000 X 2"/12" (RAINFALL)= 166.67 CF PERVIOUS (VEGETATED) = 430 SF L ANCHORING DETAIL / C=(800 X 0.1)= 80 IMPERVIOUS (ROOF) = 459 SF C=(430 X 0.1)= 43 CB10 I STRAW BALE DIKE DETAILS SECTION DETAIL 43 X 2"/12" (RAINFALL)= 7.17 CF 1,223.17 I TEMPORARY CONSTRUCTION ENTRANCE U) 80 X 2"/12" (RAINFALL)= 13.33 CF C=(459 X 1)= 459 TOTAL STORAGE REQUIRED = 1,593.33 CF � 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1,231.56 1 1 SILT FENCE DETAILS $CAIE NTS 0) TOTAL STORAGE REQUIRED = 571.67 CF 459 X 2"/12" (RAINFALL)= 76.5 CF 1 SCALE,NTS C_ PERVIOUS (VEGETATED) = 2,800 SF TOTAL DRAINAGE PROVIDED = 1,231.56 CF / I / , SCALE NTS � CB5 C=(2,800 X IDA)= 280 CB16 ( IMPERVIOUS (ASPHALT) = 2,720 SF CB11 O IMPERVIOUS (ASPHALT) = 3,750 SF 280 X 2"/12" (RAINFALLS 46.67 CF C=(2,720 X 1)= 2,720 2,970 C=(3,750 X 1)= 3,750 TOTAL STORAGE REQUIRED = 1,223.17 CF 2,720 X 2"/12" (RAINFALL)= 453.33 CF (6) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 48 = 3.284.16 3,750 X 2"/12" (RAINFALL)= 625.00 CF PERVIOUS (VEGETATED) = 320 SF TOTAL DRAINAGE PROVIDED = 3,284.16 CF - 10' + PERVIOUS (VEGETATED) = 1,600 SF CB11 C=(320 X 0.1)= 32 r^ ON 1 P O C=(1,600 X 0.1)= 160 IMPERVIOUS (ASPHALT) = 13,500 SF CB12 MON _ � J Oy 0 32 X 2"/12" (RAINFALL)= 5.33 CF �� -----� O 160 X 2' 12" RAINFALL = 26.67 CF C=(13,500 X 1)= 13,500 1,200.17 -- -- -- / ( ) TOTAL STORAGE REQUIRED = 458.66 CF L______ ------------------------------ � 4-' TOTAL STORAGE REQUIRED = 651.67 CF 13,500 X 2"/12' (RAINFALL)= 2,250 CF (33,) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1,231.56 0ON -"� CONCRETE SIDEWALK _ _ wv of IMPERVIOUS (SIDEWALK) = 3,880 SF TOTAL DRAINAGE PROVIDED = 1,231.56 CF -of O CB6 C= 3,880 X 1 = 3,880 CB17 ------ _ U IMPERVIOUS ASPHALT = 8,290 SF ( ) IMPERVIOUS (ASPHALT) = 11,600 SF _ ; =-==o -OH off -��" �c (ASPHALT)) 3,880 X 2"/12" (RAINFALL)= 646.67 CF C=(11,600 X 1)= 11,600 2503 NL CURB w� f � E 1 C=(8,290 X 1)- 8,290 PERVIOUS (VEGETATED) = 4,400 SF 11,600 X 2"/12" (RAINFALL)= 1,933.33 CF ° / // �p ® M=12,73 SAND BAG 8,290 X 2"/12" (RAINFALL)= 1,381.67 CF 10'0 x 4' DEEP LEACHING POOL = 68.42CFfVFX 4 = 273.68 S 6 0 30 4 9 ^ l )- C=(4,400 X 0.1)= 440 IMPERVIOUS (SIDEWALK) = 920 SF O IMPERVIOUS (SIDEWALK) 550 SF TOTAL DRAINAGE PROVIDED = 273.68 CF tw_w- In IMPERMEABLE 0 ) = 440 X 2"/�(RAINFAL )= 73.33 CF C=(920 X 1)= 920 - =13.P1 'O SHEETING JAr� 7 2022 C=(550 X 1)= 550 TOTAL STORAGE REQUIRED = 2,970 CF " _ PLACE / �- 920 X 2 12" (RAINFALL)= 153.33 CF C614 KNA A A __ 550 X 2"/12" (RAINFALL)= 91.67 CF ( ( ) ) w 9 -w w w Soutl-Lold 'Tow n- IMPERVIOUS (ROOF) = 459 SF PERVIOUS VEGETATED = 600 SF 815 W�w w w C=(600 X 0.1)= 60 � 10'0 x 6' DEEP LEACHING POOL = 68 42CF/VFX 12 = 821.04 w w w w w w 1:1 OR FLATTER Planning Board C� C=(459 X 1)= 550 60 X 2"/12" RAINFALL)= 10 CF TOTAL DRAINAGE PROVIDED = 273.68 CF w w w w SECTION SIDE SLOPE � 459 X 2"/12" (RAINFALL)= 76.50 CF TOTAL STORAGE REQUIRED = 2,096.67 CF V A AA_9 (n PERVIOUS (VEGETATED) = 3,500 SF C815 C) C=(3,500 X 0.1)= 350 C818 1,593.33 O O O O O O 350 X 2"/12" RAINFALL)= 58.33 CF IMPERVIOUS (ASPHALT) = 11,600 SF (3) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 24 = 1.642.08 PLAN E TOTAL STORAGE REQUIRED = 1,608.17 CF C=(11,600 X 1)= 11,600 TOTAL DRAINAGE PROVIDED = 1,642.08 CF DATE BY DESCRIPTION APPROV. BY r� 11,600 X 2"(S 2" (RAINFALL)= 1,933.33 CF CONCRETE WASHOUT DETAIL U IMPERVIOUS (SIDEWALK) = 920 SF C816 O C=(920 X 1)= 920 458.66 C=( x 2" 12" (RAINFALL)= 153.33 CF (1) 10'0 x 7' DEEP LEACHING POOL = 68.42CF./VF X 7 = 478.94 IONS cr) 920 / ( ) TOTAL DRAINAGE PROVIDED 478.94 CF SITE PLAN- _0 TOWN OF S O U T H O L D PERVIOUS (VEGETATED) = 600 SF C=(600 X 0.1)= 60 CB17 (D 60 X 2"/12" RAINFALL)= 10 CF 2,096.67 SCALE: 1"=20' SUFFOLK COUNTY NEW YORK X TOTAL STORAGE REQUIRED = 2,096.67 CF (4) 10'0 x 8' DEEP LEACHING POOL = 68 42CF/VF X 32 = 2,189.44 �+ T E TOTAL DRAINAGE PROVIDED = 2,189.44 CF 0 20 40 Feet ' V R E E N P R 1 MEDICAL OFFICES A N D O CB18 RESIDENCES N L_ 1,485.33 O (3) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 24 = 1.642.08 N O- TOTAL DRAINAGE PROVIDED = 1,642.08 CF CB19 �.��,a�cEwgo�' EROSION CONTROL PLAN 1,098.33 '` O N (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1.231.56 � 4� �/ P.C.O TOTAL DRAINAGE PROVIDED = 1,231.56 CFM. �1 L. K. McLEAN ASSOCIATES, f O CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N O �p ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 985 Desi ned B DO THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS Sheet No. gt, t =' 9 y� MF/CFD scale: AS NOTED AND/OR THE ACCOMPANYING SPECOTCATIONS, UNLESS ITS N O UNDER THE DIRECTION OF A LICENSED PROFESSIONAL N PROFESSIONAL MuUST SIGN, SE"EN,"wTE AND I'� Drawn By: MF Date: JANUARY 2022 D DESCRIBE�NG AND/OR IN HE PE FlTMCEAT ALTERATION EONu E SECTION 7209-2). Approved By: RGD File No. 21 038.000 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 GRADING LIMITS \ LEGEND: --- - -16--- _ O NOR TH ROAD >> EXISTING RETAINING WALL / ��g ---- PROPERTY LINE / I R.IM-15,75 -N -61'05510911 V `--�--1�- 55 0 9 E - - TO BE REMOVED 4 98, 74 \ I RIM=15,80 _ RIM--16' \ RE RB _ R #385 caNCR - _ ---- CDNC FE cu -�0 - ISUBGRA E CONTOUR __. / OH-- OH - =�-G - H G OH G oHG - G -- -QG G G G - G G�- G / G G 6 ---G- - ---- G --G---------G- G G �_ -6-- G- G G G G -G G G- G-- G --6- -1 ,O - -- EXISTING CONTOUR --- _ _ _-__ _ T __°_ r- T - - - oH-----oH off fo��OH 6 -oH- off ma x-" 1 H -off-----OH oH -- H .--oH--- -oH -- off ----oH ----oH--- --oH T --off- -oH - a -19 -- - �� - - T---T L T ---..------ ----------- ----------------- ��- �- --- -- - ----- - - ----- - - -- T -T. T-- r-- - �s�+�--- DEER � 17NCI� TE I K --------- -------- _ -- - --- T t T T _ T T- T-----T --T T T -1 T_- 7 T T T-- T- T---7- - .-. -- 1 --- ----�-__ - --- --- --__ - - _.. - ---- -- ---- - - sf i�r � -- - - -- I / M ENT x - - ED GRADING LIMITS - -� - _? - PROPOS T- T � T T T T y,,��t T T T- -- - -�--i-�- ---- --- - - __ _ i.�. _ __ "..._��r` � (i i;� �'DNCRFT��`TDZ G/TAr7� MON s_ T--- T T�- - u 09 3.61 X-3.4 3.46 X ;3 42 ` 3 31 18 18 .93 X X FENCE REMOVED T--- T ---T 6 C c (-n t7 X �.5910.03 X 0.12U.bf - X X X - N. 01 �4' WVL\7 F_ EXISTING DECIDUOUS TREES TO BE EM ° 17 - - --19 10 NA �g 6` LOCUST' F ` �� -20- N ~j<< EXISTING EVERGREEN TREES TO BE REMOVED -1-18= _20 21 �\ 16 � I \ O �� STOP I Z i 6 6` �' / -- - -- -20 - _- 2 \ DEPTH OF EXCAVATION \ y d'�c � � ,-- /� _ 21 - � -2 DEP 1.91 X X ^ .k X -3.57 X 3.54 X X r X -3.03 X ss X 2. X 54 X -1.21 114" 7 1 �\ _ I c )< ;.28 X -0.?_4 I;: X 0.06 X -0.03-� -0.9 2 ,v -7 7 6 -7 - _ �- 22t� l 23 24 r C 25 , cN r,, > 18 .. 0 46 DEPTH OF FILL I o-\ g I / i sem.-3 _� _ -26- ? J PSPN 0 LIGHT POLE G 6 16' / . \2S\ �`` _ ,y� IN,I/ % ,��. _� f /I! H 3 '2 -0- UTILITY POLE 00 UTILITY LIGHT POLE X :a.`}' X Il �X 1 /j� " 2- �C�3. a'1 3.7 1 X `i 's. 0 3 �_.�C -$32 ~ C 2 -25 ) 7 �X X 5.9 - -�C 90- ,rC 92 .81 X X -0.20 X 0.37 X -1.07 X 6X -2.91 �E - 2G X -3.37�' `��,�-3.25 X 3.13 X -2.04 �(�-2 95 X X 2.25 X '��, POLE 2 � �� 1 ' 19 4 1� \ o f ge 6- 0 -19 ��, Io. \ 21_ 22_ O TRAFFIC SIGNAL SANITARY MANHOLE > \ - 20__ �� / / °" \ \ �" - ''- _ °� SII GAS VALVE I - 18_ ` 1i / 1 53 1.5V'67- 1.95 -2.11 1.. 2. SIGN X- - / / ,�6/ X X :' ' /x 2.13 X0 3 �jc�6.42 5 -ZC fl.93- �iC 1' 79 1.65 49\ X 1.90 X (i.�;? X {'"'�C 7 ?C (, �C�2'J (X - 8 X -3.5 X j X -1.30 X 0.56 X 0.27 X 0 6 X �o. X 0 87 X -1. \ X X X (�`�• X X -2. X 63 X 3 'X X 1. X /I\ \ / / / / /`�. i1 17- � .. \ 22 'O' / \ ;' CONIFEROUS TREE O DRAINAGE MANHOLE RECTANGULAR DRAIN INLET / X 2 X 1.69 X 1.72 X 2.25 X 2.18 X 3.05 X 3.03 X X 0.51 X _!` X X 0.76 \ X -1.43 X 1.50 X X 2.18 X 2.05 X -2.04 ROUND DRAIN INLET FIRE HYDRANT SHE o g'W �- WATER VALVE R / �� E ® WATER METE 2C `1.9., X0.51 .10 X1.95 X1.85 X2.06 X2. X2.36 X3.17 X X 0. 9 X 011 X0.15 X1.14 / \ X X X X 8 DE 15' 18E /�j/ �� I ) / ._ B 1)6TELEPHONE MANHOLE I / DECIDUOUS TREE 00 / � \ / ` O BLDG °9'E 98 / �j( 8 X 0.49 X 0.7 X 1.83 X 1.88 X 1.74 X 1.70 X 1 74 X 2.11 2.86 X 3.'13 U �cO r X -0.19 �3< - .06 X -0.05 X d.05 X 1.0'4 \ X 04 X X .' X 0.�� rn I r' ,5 LO z I -1600 6 RIM- WOODS X17 - . 1, 0� 5 16 X C X 1.46 X 1,56 X 1.42 X 10 0.97 X 1. X 2.68 X 2.74 / \�S6 \ X -0.39 X -0.1 0.15 X -0.0 X 0.86 X 0 X '-C j �C '< ? X 023 X (J_29 \\X 9 )C I E I DG °7 / 1 , 1 1 I °3' M ' 57 .08 X 1.1 X 1.08 X ' 0 63 X 0.72 X 0.89 1.97 1.9 X 1.67 X 1.70 X 1.50 �`S' 2.19 7c�1.41 X 0.91 X 1.01 X -0.30 1 X X 0.81 X 0.50 X 0.16 X 0.06 X 0.22 X 0.66 X Q�. X X �' r\ 1 I 0.56 X 0.48 X 74` \ ,`. :` N J X � X X / I . - �\ 16 16 18 (� Y I I \ _ _ -- -- - - X �C� / \ X X X (� 0;,5, X 1.23 X 1.04 X 0.49 X 0.42 X i>2'a X 0.05 X 0;'; X J.04 X 0.10 X 0.85 X 1.23 u 17 .5 X X X 17 �'^t� X 19 1.08 0.25 1.02 1 �6 1.13 1.7 X I \ 1 \ \� ' . >_ . / � / ,1%20 2�_ - ---- -- _- j � � r-✓_ '.� �� I x U ./ P'; 16 \ 1 I \ / ��, _X-0.1 �(�t)L X 0.15 X 0.03 X 0.28 X X �r_, X +, X O.tia X X .29 X -( 1 X . 03 .35 X '1.34 X 1.81 X 210 X 2 11 X 1. 0 T i 0.53 X `E.65 �' 18 X -0.56 X 0.57 X s.�_- - X \ `I 7> 161 2 J r I 24 l( ;- -1 X .03 i 0.45 X 0 00 X J W, X -1.00 X X X ? 7 X -0.55 X -0.40 X -0.22 X -0.13 X %' ( X "' X '" I;='\ \� ` 23y ,7�C 0/ 3(ice X I X ` X 0.00 X 025 0.8 X 1.59 X 1.56 1. X 0 26 f \ 5 II/ EXISTING FOUNDATIONX22- TO BE REMOVED (TYP.) 1-0 ��, �� oi' X 0.35 X 0.28 X 0.29 X 1.1E X 1.31 X X 3 X X _` X -0.44 X -0.25 X -0.07 X 0.15 X23 X 0.37 X J 78 X 0.14 X 0.13 X 0.19 X �43 X -0.68 C25 X 0.33 X 0.65 X .00 X 1.51 X 0.0 � � -73 i I / / �w / 78� 70 17 I o - -- / 21O I6' - v -16 X X i"> / _ll �_ _ �- X ",r X X 0-08- - i.L_ X O.Jia X 0 51 X 0.03 X -0.03 X -0.35 /X -0.67 X -09 - X �1"2 ( 2.32 2-66_ �2.76 22 �` \ s I - - - I ( j - 7 6_0.38 X 0.09 X -0.95 X -1.16 �: X X X ;�'1,, ( �?C I ? 1 I --- -- CONCRE E FOUNDA TION - I _ �. , _ I 1 * I I I ( -15 C NCRETE FOUNDATION �- 1 6 17- J)� 3 - -� c � / /+� -- "' `� ---- X 0.11 - X 0.31 X 0.300.87 X 0.33 X 0.� f).54 X 1.18.35X r�1y>, X 1.67/ X 1 06 X 0.06 X 0.08 0.30 0.89 X 0 92 /X 0,�3 X 0u X u35 X 0 17 - �` .r4 �g 76-- 1.,a, X 2.17 1.03 ` X -0.02III X/ L / 6 I 1 \ I I 1 CDN C SLA �,f CO SLAB , , Cgt1C. SL ., , cP I X 0 7 X 0,59\ X 0.4, 0 99 X X 0.27 X « X -'lam X �6 X X X 0.59 X 1.01 OONCXSt 4�' X 0.09 X -0.05 , ;-:r -0.39 X -0.07 X 0.25 0.5C X 0.44 \ 0.37 X 1.02 i I / X I \ I Q l 7 � T) lb I ' 1 \ NC. SLAB / 311 X 0. 8 X 0.91 X 1.2, X 1.32 X "'. 1 6 -0.37 X -0.43 X X X _r , X ,; X H X �SC X (%4 X X -0.52 X 0.46 ;30 X U f)6 X 0.27 X 0. X 0.61 0.57 X 1.09 / �� / X 0,9- WL7L7.DS \ v \ \ --- --- - -- --- ---- -- --- --- -- 155' 16 15 7 \\ -- -- 17 - - - - ---- -- --- - --- -_ \ - ' I V - �- - --- - 1 4 4 -\ T - \ - - --- -- 1. 6 .16 1.84 X 2.83 ------ X 232 --- -49 X 2.7 X 3.82 \ X -0.21 O W X 45 X 1�aL �24 CONCRETE FOUNDATION X15 --.- _ -- - -- --- -- - - - - CONCRETE-FOUNDATION --- ---- - I N O 10" __ - --- --- -- -- --- --- --- ----- - - --- -- - -- - - 16' - --- -- \ \ �y� _- �- -N FEN U I - - 15 1 X s; X02 - X 0.88 X 16 X 1.03 1.04 X 0.4 X -0.0 X 0.1 -0.19 - �C X 0. X 0.28 - 01_ X 0.62 X 0.75 X X X X X 0. X 0.35 X 0. 4 X 0.51 X 1.42 0.8 __, X1.75 X 11.5 217 6 --- - '- E�4Ai G CO�S�f TE- - 16-- 1�, 6 SLABS TO BE REMOVED (TYP.) z - j 6. - ._. O 'u it n I 3.8 ' y- 1 1517 .w �5 X dl �J•X 0. t 1.74 X X .49 2 54 ��,X X 0.27 ' `a._ ti I -U U5 X 0.08 X 54 X 0 0.90 X -0.85 X - 8 X 0.04 53 ' I6• - 11 1 _ y �, -15 61- I _ rf W OD 1 v �( �(. , 8 1 - \ 0 1.11 X 1.02 X'0: X 0.19 X 0 11 X 0.59 X 0.07 X 0.41 X 0.50 X 0 59 0.69 X �Y'X X 0. 1.2 X 1.46 X .14 X '- 0.0 X 0. X -0.49 X 0.47 X 0.1 X 0.04 X 0.20 X 0.3C 0.18 t 0.38 X 0.64 X'-a1 `- X 1.26 X 0. I - -16 15 a � ... 6' / 15 1 17 �, / Is- Is dam„ - - _ I I - - V 1� _ 6 --0- i 5 - �} _„ , --- - �_� _ 0.11 X 0 4 X -0.34 39 ;;:!}, X r -' X �;r X 0.15 �C 0.43 0 47 .55 #4 1 14 n - .26 - .42 ,.. )( t \ X ;. 4 LL 1. �_X S Jc -0.28 X .09 X 0.30 X O.00 X < 16 X _ X 0.19 C X X-0 7 �N0 I ' - - - __ ,Cr, = 18- MCJN II _- .. 16TK' r s 6 �� GATP _ "�� ON 16. I --�9�CT - M i \ MON - q 8 r e r y --- �. 6 VC FEN M SNEDI j0' S. 10 I J I - 1 6' .\TICD f --L u --- CL7NCRE-TE ---- UNPA VE D Y, J 4!]N .SHED i L I E 62 `2013911 W I 35�, 6 5' `, , � , I 1 1 S 162020139'1 W L �� -�� , 1�� s � 194, 181 TREES T SELECTIVOE Y E 1 REMOVED TO ALLOW FOR INSTAL TION OF UTILITIES I DEMOLITION NOTES: �i 3 1 1 �1 j 1 \ 1 1 1 . THE CONTRACTOR SHALL PERFORM ALL REMOVALS AND RELATED WORK AS SHOWN ON THE DRAWINGS DESCRIBED IN THESE NOTES AND REASONABLY INFERRED AS NECESSARY TO COMPLETE THE SCOPE OF WORK. I I \ 1 I II \ \ \ �z I 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. 3. THE CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN AND PROVIDE REASONABLE AND ADEQUATE PROTECTION I I I 1 \ � 1 FROM DEMOLITION WORK. 1 I \ 1 \ 1 \ � 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. ' y 5. THE CONTRACTOR SHALL PROVIDE DUST PROTECTION AT POINTS OF DEMOLITION, AND EXISTING AREAS TO REMAIN. 0 6. UPON COMPLETION OF THE DEMOLITION WORK, THE CONTRACTOR SHALL INSURE THAT ALL AREAS BE LEFT CLEAN. 0 7. PRIOR TO COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS, APPROVALS, ETC. FROM /n ALL RESPECTIVE DEPARTMENTS, AGENCIES, COMMISSIONS, ETC. HAVING JURISDICTION AND SHALL SUBMIT ONE (1) APPROVED COPY OF SUCH TO THE ENGINEER. � 8. THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATION, NOISE, DUST, POLLUTANTS AND OTHER o DISTURBANCES -U 9. THE CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR SPACES AND ASSEMBLIES ADJACENT TO THE AREA OF OPERATION ' ON --- ON MON UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE D� -- - - -- -------� ---- -------- ONCRETE SIDEWALK -- - --W� --oH--off---oH off -oH- -off -oH .ION C -- RECEIVED_.._ PROMPTLY RESTORED, REPLACED, OR REPAIRED A NO EXTRA COST OF THE OWNER. -a °_- oN_ °H _ _�" °" ---- I- -- �.� 10. ALL DEBRIS AND ADDITIONAL MATERIAL SHALL BE REMOVED FROM THE SITE AND DISPOSED OF PROPERLY. - ONC ETE CURB w� `- ,IAN 2`7 Z022� CONDUITS AND APPURTENANCES LOCATED THROUGHOUT THE AREA OF WORK. S 6 0 30 4 9 �✓ ---- ---- - � ROUTE ALL MISCELLANEOUS PIPES � IM-13.21 � 11 . PROTECT, RE , CONTRACTOR SHALL BE DEEMED RESPONSIBLE IF THERE ARE DAMAGES TO THIS EQUIPMENT DURING CONSTRUCTION. ALL KNAPP PLACE ® SouthodTown - -w- 91.�w -w- w---w-- w w -w- w --w- Pldnning BOc� REPAIRS NEED TO RESTORE DAMAGED SYSTEMS DURING CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY AT NO w --w--w-- w---w-- w----w- w w -w w--w----w--w w -w w--w--w- -w--W --w U COST TO THE OWNER. DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SITE PLAN SUFFOLK COUNTY NEW YORK SCALE: 1 "=20' 0 20 40 Feet GREENPORT MEDICAL OFFICES AND 0- > RESIDENCES CD N DEMOLITION & REMOVALS PLAN NeW Cut/Fill Summary �� ,�° '4s L. K. McLEAN ASSOCIATES, P.C. NO CD 0 Name Cut Factor Fill Factor 2d Area Cut Fill Net CD CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 O SG VS EG STRIPPED 4 " 1 .000 1.000 154554 . 40 Sq. Ft. 3566. 09 Cu. Yd. 4021 . 14 Cu. Yd. 455 . 05 Cu. Yd.<Fill> tag 00 SG 1.000 1.000 154554 . 40 Sq. Ft . 4895 . 37 Cu. Yd. 2551 . 22 Cu. Yd. 2344 . 14 Cu. Yd.<Cut> THE EDUCATION LAM OF THE srANE of NEW YORK DRAWINGS Sheet No. Designed B AS NOTED � rr) EG VS N O EXCAVATION FOR DRAINAGE 9 5 0 . 0 0 Cu. Yd. 950. 00 Cu. Yd.<Cut> ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS y ,, 9 Y M F C D Scale: AND/OR THE ACCOMPANYING SPECIFlCATONS, UNLESS ITS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL , 2 8 3 9 . 0 9 Cu. Y d.<C U t> ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE �� JANUARY 2 0 2 2 r (� C`"," Or4T-�t� Drawn B MF Date: V / Tota1s DRAWING AND/OR SECTIONS7209-2). c LAW Approved By: RGD File No. PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND ,,.,_.�- �, TION DESCRIBE A}� FULL EXTENT OF THE ALTERATION ON THE 21038.000 V W-W-VV_' W-W-V-V-W-V-W-W-V-V-W-W-W-W-W-V-W-W-%.�-W-W-W-W-W-W-W-W-W-W-%�.-W--%�.--%f---W--W---W-W---W-W-v-w-v-%i..--W-w W_ PROPOSED 160 RIM=15,75 RIM=15.BO ROUTE 25 NOR TH ROA-D LEGEND: #385 CONCgETE CURB )l9fil N 61 *5510911 E SIGN _ " a 0 so n n 498, 741 aZN=16,08 30.0' T L----- OH�OH --- --- ------------------- 101H CUYQ�ETf_ CURB PROPOSED ASPHALT PAVEMENT F-fiF-A K ------------fE !Z- liw� OH=-94- -OH q T T OH OH 1_1 -T 6 OH --OH _OH OH-OH LM314_T----------- --------7--------------------T-------------------- --------- -- ----- T V Mt It. N1 gift T TENT'' . ' . WDDD FENCE PROPERTY LINE PROPOSED CONCRETE CURB OP 9.0, IR2- 2-O' 'R1 O;Q R2. HYDRANT* PROPOSED SIGN 24 0 _(TY ,,,,,,ARKI,NG- STALL P C- (TYO! A N ' , IIIIIIIIIIIIIIIIIIIIIIIII11k, PROPOSED SANITARY MANHOLE 100,j .....1.... 0 PROPOSED 100 LEACHING CATCH BASIN mm PROPOSED CATCH BASIN 'Ira IO'PoSD BLDG. #2'zF PROPOSED LIGHT POLE R5'O RZI ��1,523 S F'�I�CES UNITS MTV, LIGHT POLE IEEN , UTILITY POLE VL DG 451 ON ITS UTILITY LIGHT POLE If'LESS' THEN 450 SF THt LESS,-5 HOUS , 91E TRAFFIC SIGNAL POLE 1 7 ,P4 Rn,RIM=16,00 (F.F E. 1 8,0 0 0 SANITARY MANHOLE F' GAS VALVE ,R20 CONIFEROUS TREE SIGN II VC 2.0,' 0 RECTANGULAR DRAIN INLET -R 32 120 0 ROUND DRAIN INLET 15 FIRE HYDRANT -k5 WATER VALVE 20 O'5. --5*(TYP.)R5.01 5.0-- (D TELEPHONE MANHOLE I (TYf < 5.0 ,I7%r 90 mo, ,m F10,PARKING, STALL I0 Cq 6,> 0-0 9 O"IR5 0111 P. ILO -I(TY 10 't 76 SF OFFICES 2ND FLO-OR 12.0 ING . UNITS ' BETWE F lf�,I�' 451 -600 F RKIN, I9��HQUSING UNITS 10.0,CL Ili 4,11"' - , I " 11 , :flp SE'b,- 8LID 0 5 THEN�450,� SF �7 ,m I U fiFf V1 IIZND_00 II5" H 0 U'S IN G UNITS IY 45, 66 CD :L JXG'�`U H 0 U,S Lo IL I01 R2.6'PROPOSE IPARKING' 'ST -LLS.(T IY+ IIM17N _EN 02E ',',I 9 0 FEN 01'E IIPROPOSED 9.0, 5'.'O UMPSTER-R I ,TY� R30.0' 5.*O'I0 INow" MEN*" 6' P VC FENCE ASPHI UNPA VED D W Y: rARAGE M17N Ah,MDN 0, 6' STK.D FENCE' qw MDN + Efl Fiiil S 62 *2013911 C 352, 651 e01391 W 194, 18 SITE DATA TABLE GENERAL NOTES (ALL CONTRACTOR51. PAV 1. SUFFOLK COUNTY TAX NUMBER(S) 1000-034-02-01 1. ALL CONTRACTORS ARE RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION AND SANITARY CALCULATIONS: 2. ZONING CLASS RESIDENTIAL OFFICE ZONE SED. BUILDINGS 1, 2 & 3: SYMBOL SECTION/DESCRIPTION 3. AREA OF SITE 4.7 ACRES (204,701 SF) 2. ALL CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WITH WORK, SHALL REPORT ANY DISCREPANCIES BETWEEN THE (15) ONE-BEDROOM UNITS AT 150 GPD/UNIT = 2,250 GPD 4. INTENDED USE OF PROPERTY RESIDENTIAL OFFICE CAMPUS DRAWINGS AND FIELD CONDITIONS TO THE ENGINEER. IF CONCEALED CONDITIONS ARE 1j- TYPE 6 ASPHALT PAVEMENT SITE WHICH DIFFER MATERIALLY OR DIMENSIONALLY FROM THOSE (15) ONE-BEDROOM UNITS AT 110 GPD/UNIT = 1,650 GPD 2j- TYPE 3 ASPHALT PAVEMENT 6. DATUM U.S.C. & G.S. OR T.O.B. U.S.C. & G.S./NAD83 (HORIZONTAL) & NAVD88 (VERTICAL) 7. DEPTH TO GROUNDWATER 16'INDICATED IN THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT no 6" RCA IMMEDIATELY. 14,541 SF MEDICAL OFFICE SPACE AT 0.10 GPD/SF 1,454.1 GPD PAVEMENT ZONING COMPLIANCE TABLE (RO RES]DENTIAL OFFICE 0,�NE-.0 6* STABIUZED SOIL 3. DRAWINGS SHALL NOT BE SCALED. IF A DISCREPANCY EXISTS OR A DIMENSION IS OMITTED, ALLOWED (REQUIRED) SANITARY FLOW 5,354.1 GPD LL NOTIFY THE ENGINEER IMMEDIATELY. MINIMUM LOT SIZE 40,000 SF 204,701 SF (4.70 ACRES) 4. ALL DEMOLITION SHALL BE PERFORMED BY METHODS WHICH WILL PREVENT DAMAGE TO AREAS DESIGN SANITARY FLOW (ROUNDED) 5,400 GPD MINIMUM LOT WIDTH . . . . . . . . . . 150 FT -595 FT O REMAIN. THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY SITE BUILDINGS 4 HYDROSEED AS SPECIFIED GRASSED AREA MAXIMUM LOT COVERAGE 20% (-40,859 SF) UIRED TO THESE AREAS. DAMAGE THAT DOES OCCUR, SHALL BE . . . . . . . . . . ... .14 4-(MIN.) DEPTH OF TOPSOIL (ALL DISTURBED 12.62% (25,836 SF) NGINEER'S SATISFACTION, AT THE GENERAL CONTRACTORS EXPENSE AND . . . . . . . . . SURFACES NOT� I . . . . OTHERWISE PAVED N/A 35.47% (72,611 SF) (1 5) ONE-BEDROOM UNITS AT 150 GPD/UNIT = 2,250 GPD . . . . . . . . . . -4 COMPACTED SUBGRADE OR PLANTED)AT NO ADDITIONAL COST TO THE OWNER. . . . . . . . IMINIMUM FR 50' 50.0' 5. THE GENERAL CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN TEMPORARY BARRIERS AND (15) ONE-BEDROOM UNITS AT 110 GPD/UNIT = 1,650 GPD . . . . . . . . . . MINIMUM SIDE YARD 15' (35' TOTAL) 50' & 50' (1 00' TOTAL) PORARY SHORING AND BRACING IN ACCORDANCE WITH THE NEW YORK BROOM FINISH, STEEL TROWEL EDGE WL70DS STATE BUILDING CODE. AIN LINK AND OSHA APPROVED. 14,541 SF NON-MEDICAL OFFICE SPACE AT 0.06 GPD/SF = 872.46 GPD -------- (UNLESS OTHERWISE NOTED) MINIMUM REAR YARD 50' 60.0' .A 4- (3500 PSI) CONCRETE 6. WHEN REQUIRED FOR THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE ADEQUATE SANITARY FLOW = 4,772.46 GPD CONC. WALK MAXIMUM BUILDING HEIGHT 35' HIGH (2 1/2 STORIES) 35' HIGH 2 1 2 STORIES) COMPACTED SUBGRADE WEATHER PROTECTION DURING THE COURSE OF WORK. MAXIMUM D N/A 89.93% (4.23 ACRES) 7. THE ELECTRICAL CONTRACTOR SHALL REMOVE OR RELOCATE ALL WIRING, PLUMBING AND DESIGN SANITARY FLOW (ROUNDED) = 4,800 GPD MECHANICAL EQUIPMENT AFFECTED BY DEMOLITION. REMOVED PIPES SHALL BE CUT TO A PARKING REQUIREMENT TOTAL SANITARY FLOW = 10,200 GPD 4' DEPTH OF MULCH 3 MEDICAL OFFICE BLDGS=18,OOOSF (12 PHYSICIANS OR DENTISTS) 5 STALLS EACH =60 STALLS POINT OF CONCEALMENT BEHIND OR BELOW FINISHED SURFACES, AND SHALL BE PROPERLY EDGE PLANTIING BED (4- MIN.CAPPED OR PLUGGED. REMOVED ELECTRICAL OR COMMUNICATION LINES SHALL BE COMPLETELY = 7.08 GPM DEPTH) TO REMOVE ROOTS & 1 NON-MEDICAL OFFICE BUILDING = 5,400 SF (1 STALL PER 100 SF) = 54 STALLS DISCONNECTED FROM THE RESPECTIVE ELECTRICAL PANEL, CIRCUIT BOX VEGETATION MULCHED AREAS RESIDENTIAL UNITS =24.00OSF/40 UNITS (1.5 STALLS PER 1 BEDROOM UNIT PER 600SF) =60 STALLS TOTAL OR TERMINATION POINT. COMMUNICATIONS SYSTEM TO BE KEPT ACTIVE AT ALL TIMES. COMPACTED SUBGRADE 174 STALLS POPULATION:8. ALL CONTRACTORS SHALL EXERCISE ALL DUE CARE TO ENSURE THAT THERE WILL BE NO N 1 ION PARKING PROVIDED DISRUPTION IN ELECTRICAL, GAS, WATER OR COMMUNICATING SERVICE TO SURROUNDING AREAS I ------10,200 GPD It -;�6 GPD/CAPITA = 136 CAPITA #DN L---- -- __-4W---- caNCRETE SIDEWALK REGULAR STALLS 1 61 STALLS DURING DEMOLITION. ---- A.D.A. HANDICAP STALLS 13 STALLS P = 136 CAPITA 1,000 = 0.136 TOTAL 174 STALLS RECEIVED 9. MATERIALS AND/OR ITEMS NOT DESIGNATED TO BECOME THE PROPERTY OF THE OWNER SHALL Z7DNCRE7r C07P BECOME THE PROPERTY W IM=12,73 PEAK FLOW RATE: 6003014911 JAN 2 7 2022 10. MINOR DETAILS NOT CUSTOMARILY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER PEAK FLOW RATE FACTOR (PF) 1+[14- (4+P-0.5)] = 4.2 0 a_qvZ_L,_w_w_W� mw=-,?--, W-w-w- soudh-old -row n CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY ARE INDICATED 4.20 X 10,200 GPD = 42,840 GPD -W- W_V_W_W_WWW_L Planning Board ON THE DRAWINGS. = 30 GPM 11. EACH PRIME CONTRACTOR SHALL ASSIGN A SITE SUPERINTENDENT THAT WILL BE ON THE SITE EVERY DAY AND WILL DIRECT THE DAY TO DAY CONSTRUCTION ACTIVITIES AND COORDINATE DAILY WITH THE OWNERS APPOINTED REPRESENTATIVE. ONDITIONS: DATE BY DESCRIPTION APPROV. BY 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639.12. A COMPLETE SET OF CONTRACT DOCUMENTS AND CONSTRUCTION SKETCHES SHALL BE KEPT AT 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. THE SITE IN AN ORGANIZED MANNER FOR THE USE OF THE ENGINEER, THE OWNER OR THEIR ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. REVISIONS 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, REPRESENTATIVES. AUGUST 23, 2021. 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN 13. ALL CONTRACTORS SHALL BE FULLY RESPONSIBLE FOR ALL SAFETY AND WORK PROCEDURES ASSOC.. P.C. SUFFOLK COUNTY, NEW YORK DURING THE CONSTRUCTION OF THIS PROJECT. 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. 14. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY AND ALL SURFACES GREENPORT MEDICAL OFFICES AND DAMAGED BY HIMSELF OR SUB-CONTRACTORS UNDER HIS CONTROL. THIS SHALL INCLUDE RESIDENCES AREAS WITHIN THE CONSTRUCTION ZONE AS WELL AS ALL OTHER AREAS ON THE PREMISES. IF REPAIRS ARE REQUIRED, NEW MATERIALS MUST MATCH EXISTING AND BE ACCEPTED FULLY BY rj� NEW OWNER AND THE ENGINEER. G PROPOSED SITE PLAN 15. THE GENERAL CONTRACTOR SHALL PROVIDE ALL CUTOUTS AND PATCHING REQUIRED FOR WORK.16. THE GENERAL CONTRACTOR SHALL VERIFY THAT THE CONDITION OF THE EXISTING SUB-BASE L. K. McLEAN ASSOCIATES, P.C. MATERIAL IS SUITABLE FOR USE. LAJ CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 17. ALL CONTRACTORS SHALL COORDINATE WORK WITH OTHER CONTRACTORS. THE EDUCATION LAW OF THE STATE OF NEW YM PROHIBITS 985 Sheet No. ANY PERSON FROM ALTERING AWYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND OR THE ACCOMPAWING SPECIFICATIONS, UNLESS IT'S 18. ALL CONTRACTORS ARE RESPONSIBLE FOR CLEAN-UP OF THEIR OWN WORK IN ALL AREAS AND U 4DER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. WHERE SUCH ALTERATIONS ARE MADE. THE PROFESSONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: MF Date: 2 P PLACEMENT OF DEBRIS IN APPROPRIATE DUMPSTER. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW C3 SEC71ION 7209-2). Approved By: RGD File No. 21 038.000 I __j DRAINAGE STRUCTURE TABLE � STRUCTURE NAME: RIM ELEVATION PIPES IN: PIPES OUT \ CB1 16.00 15"HDPE PIPE INV OUT =12.50 NORTH ROA -- 4 98, 74 \ \ C82 15.80 15"HDPE PIPE INV OUT =12.55 / V 055/0 9 // T.C.=17.00 \ \ CB3 16.40 8"HDPE PIPE INV IN =13.15 15"HDPE PIPE INV OUT =13.15 � RIM=15 75 _ �-/� �_ IM=16,Q8 B.C.=16.50 \ 07AICRE CURB / C.=16.85 RIM-15,811 )FmG -- - G - - _ _- -- -- - --____--- --- --- r-- _ CB4 16.50 15" DPE PIPE INV OUT 3.7 C.=16.35 - - G G c G - GH GH OH--_- _oH -GDH --- off GH Goff =�F{ c C c� 15 H =1 5 OH OH = G r�H� off off off off - -aH aH 011 - GH --- -cam Y _________________ A_ " G G G G G � OH OH OH r - - ---_ __-_T =4 8g_ ____ ___---_-®_______ ___ - -T T �f" r Tr "f T F MSN f 15*HDPE 1 5 O r - L-- tf"_ - - °H _ ,_T....------F T - - ---- -- - - - - -T -- T�-�-^S "--"" T T T T_. - r_ _ .� _.._ r __. -- ---- --'---- --- - =;E _ _ ° / _f - -=Y -r T / � J _ ^ 5"HDPE PIPE INV OUT 14.25 _ -�1 -+ i- -�-�T.C.P18.50 ` X CB6 17.50 15"HDPE PIPE INV OUT =14.25 _ r b \ -_---•"_T_". -T T C.=16.9 - -- B.C.=15 92 1 / / B.C.=18.00 t✓£1D FENCE T T T____-�T-------T""__`T-----�r l B.C.=1 -PE-PE \ T.C.=18.607BT1.== C67 15.60 -_ T.0 _17.00 - __T C,=17.14 ill OAK B.C.=18.10 --B.C.)6 5 _- -_ \) T.C.=18.10 �T.C:16.60 ��644-- \ --- \ -� B.C.=17.60 / CBS 14.60 15"HDPE PIPE INV OUT =11.35 � � \ � T.C.=18.40B.C.=16.10 - STL �- T/� 28_- (- tT.C.=18.70''� "-' � �- �_�,_��t�� --� � _� � � B.C.=17.90 cO CB9 15.02 8"HDPE PIPE INV IN =11.35 '( 1 l T.C.=18.10 )-- / _ _ I T.C.=17.63 18.07T.C.=17.00 B.C.=17.60 `/� 17.57 B.C.=18. 4 OA . �,B.C.=17.13 CB10 15.90 8"HDPE PIPE INV IN =12.65 15"HDPE PIPE INV OUT =12.65 17.02 �_^ 17 B.C.=16.50 T.C.=17,45 SQA _� =16.65 B =16.80 �� T.C.= 7:06 B.C.=t6.52� n I B.C.=16.95 18 A I T.C.=18.10 15"HDPE PIPE INV OUT =12.45 o T.C.=16.90 ( / _-- C.=16.15 1 ( ( \T.C7 \ B.C.- - 6 / T.C.=17.2 T. 17.60 C611 15.70 15"HDPE PIPE INV OUT =12.45 it \ - \ B.C.=16.7 B.C.=17.60 Sl' ' B.C.=16.40 / C16. T,C,=17, B.C.=17.10 T.0 19.50 4 / 1Fi'#0 B.C.=16.59 "' \ B.C.=17.15 \ B.C+� 00 15 HDPE PIPE INV OUT =12.45 T.�=16.9 �. l ��-�_T.C.=17.65 " B.C.�46. / / B C=15.90 I \\\� \ „ \ " T.C.=19.21 c=• CB12 15.70 2 / T.C.=16.70 B C=16 Whl-e"tom T g" - "WILY- s �E�-44-��1 -6 -g - ` B.C.=18.71 % u "WM----�6 �J'�MA1---- T.C.=17.95 T.C.=1690 T.C.=17 1 T.C.=17.00 B.C.116. 0 l \\\ BC`1"6 \ / / / /l � / T.C.=17.80 B.C.=17.45 u O --".=l16.40 B.C.=16.5 ��C 4 \ 1� 6» 15 HDPE PIPE INV OUT =12.45 / B.C.=17.30 T.C.=18.53 \ c� CB13 13.90 SBC.-16.61 -- 1 T.C.-18.10 B.C.=18.03 - _ B.C. 690 T. 1 70 �p TC-17:4@- c• f 00 �, _\ / I B. .=20 T .=17.40 B.C.=17.60 T.C.=18.46 T.C.=18.50 C' 1 \� CB14 15.00 15"HDPE PIPE INV OUT =11 J5 �C=16.60 \ > B.C.=17.96 a T.C.=17.30 \ B.C.=18.00 T. 11 0 / /T C.=17.12 / --B.C.=16,5.3_- = ( \ �� ,fig T., 18.49 I B.Cz18. CB15 17.10 15"HDPE PIPE INV OUT =13.85 �T.C.�16.6 _ C�.10 / , T.C.=}Y15 B .=16.50 / T.C.=19.10 B. 16,62 - i T 17.00 )0 "' 1$ B.C.=17.99B.C.=18.60 T. -19.15 CB16 16.20 ,B:C.=16.65 / ` B.C.=17. B.C.=18.38 T.C.=19.13 O R.'C.=17. T.C.= B. 18.65 T.C.=17.40 - �`-{ i _ - BT.C.18.63 1890 M CB17 16.20 15"HDPE PIPE INV OUT =12.95 f T.C.=1 5 kc. 18.8 111 B.C.=16.90 N� lj PROPOSED BLDG. �2 � T.C.=17.83 B.C.=1 5 rn PROPOSED BLDG. #3 B.C.=18.40 .�-}- C618 15.60 15'HDPE PIPE INV OUT =12.35 B.C.=17.33 T.C.=19.15 I0,2'W�� v 15"HDPE PIPE INV OUT 16.3 0 1ST FLOOR 1648 SF T.C.-1 .55 ST FLOOR 523 SF T.C. 18.80 D CB19 18A9 8"HDPE PIPE INV OUT =16.30 T.C.=17.88 B.C.=18.65 S� � T .- 7 / T.C.=17.50 /� B.C.=17.38 B.C. 'I .05 MEDICAL OFFICES B.C.- 8.30 _ MEDICAL OFFICES LP1 16.25 15"HDPE PIPE INV IN =12.50 B.C.=17.00 fE T.C.=189 17 2ND FLOOR _ 2ND FLOOR Bf�18.42 5 1 .10 'E 10 15"HDPE PIPE INV IN =11.35 - T .=17.50 C.=18.79 E(�/I�EEN L=X. 9 ( 1,5 8, LP2 15. 15 HDPE PIPE INV IN =11.35 wT.c.-17.42 SING UNITS BETWEEN C.=18.29 5 HOUSING UNITS B ox � � B.C.=1 s.s2 e. .=17.00 5 HOU / B.C. �:�� Lp�; i, " T.C.=17.37 � B.c.=18.87 451 -600 SF 451 --800 SF � � - I G w/ / LP3 15.23 15 HDPE PIPE INV IN =11.75 T.C.=17.40 T.C.=17.40 5 HOUSING UNITS \ 5 HOUSING UNITS �� c.=19.40 f / T.C.=17.30 -� \ B .-18.9 ,E LP4 16.43 15"HDPE PIPE INV IN =12.45 //'Z/ B.C.=16.80 / - B.C.=16.80 B.C.=16.90 LES.,. S THEN ,�.50 ,SF � � LESS THEN 450 SF / ��C.=18.80 __-PL�6 Og LP5 15.96 15"HDPE PIPE INV IN =12.45 "i T.C.-17.38 T.C.=17.42 B.C.=16.88 B.C.=16.92 (F.F. \ (F.F.E.=19.0 ) T.c._ts.o / I �• f i T.C.=16.90 ) B.C.-18.r L f � I / PE-PE-PE-PE-PE-PE \ 17EBf2IS � - M=16.00 = 6.8� - �-• LP6 16.56 15"HDPE PIPE INV IN =12.45 { ��.C�J&90 C.=19. RI �{ T.C. 1 B.C.-16.40 T.C.=16.90 >> \ / LP7 16.33 15"HDPE PIPE INV IN =12.45 15"HDPE PIPE INV OUT -12.45 T.C.=17.00 B.C.=16.40 T.C.=17.60 / a,B. 16. 0 - B.C.=17.10 C.=17.90T.C. 1 .9 =18.79 T.C.=19.40 B.C.=16.50 LP8 16.30 15"HDPE PIPE INV IN =12.45 15"HDPE PIPE INV OUT =12.45 I I I I T.C. 16.80 B.C.=17.40 B.C.-",1 .40 B.C.-II .29 / T.C.=19.08 T.C.=19.40 I B.C.=18.90 t I I I I I r_T.C. 16.93 T.C.=17.02 B.C.=16.30 _ // / I B.C.=18.58 \\B.C.=18.90 l LP9 16.68 15-HDPE PIPE INV IN =12.45 15"HDPE PIPE INV OUT =12.45 B.C. 16.43 B.C.=16.52 - 1 B.C.- 7 89 _ B.C.=18.40 / I G T LP10 17.06 15"HDPE PIPE INV IN =12.45 T.C.=17.00 / ' B C.=18.60 T. =19.44 BLp 07 I / f.34 -+ T.C.-18.71 1 B. 18.94 l i I I I I I I I T.C.=17,101 B.C.=16.50 T.C.=17.10 T.C.=16.80 / 1 - / l T.C.=19.08 - - LP11 16.20 15"HDPE PIPE INV IN =12.65 15"HDPE PIPE INV OUT =12.65 _ B.C.=16.60 B.C.=16.30 ( �/�' B.C.=18.21 T.C.=19.41 ( r ' / s' / T .=17.75 1 8.C•=18.91 B.C.=18.58 03 B.C.-16.60 \ / \ B .=17.25 \ ) T.C._18�17 1 C.=19.40 �- \� 1 1 ` 9 �`- N LP12 16.38 15"HDPE PIPE INV IN =12.65 T. .=1 .70 / '' / B.C.-18127 =18.� \ ✓ 1 T.C.=19. 6 T.C.=1 ' LP13 16.48 15"HDPE PIPE INV IN =12.55 T.C.=17.30 , B .=1 .20 ` \ 17 C. 16.80 7 AB C•=;8120 / T .=�9, B.C.=18.98 B.C.=� 9 »B _ _ e.=18.� T.C.-1720 B C.-18 \ I � LP14 16.08 15"HDPE PIPE INV IN =12.55 15"HDPE PIPE INV OUT =12.55 t ( 1 B.C.=16.70 °° \ LP15 16.69 15"HDPE PIPE INV IN =13.15 1 4 =16.75 T.C.=16.45 °�°�� ego \ -� \T C=19 60 T.C.=19.91 LP16 16.56 15"HDPE PIPE INV IN =13.15 15"HDPE PIPE INV OUT =13.15 / B.C.=1625 �-/ B.C.=15.95 �g 8 7 B.C19.10 B.C.=19.41 1'- T. 15�C-18.42- _ 1 1 t m -� T.C.=17.70 -e C.)7 G5 B. 1 / _ \ 1 , LP17 1729 15"HDPE PIPE INV IN =1325 T.C.=16,518 -- .00 - 1 ` / - B C.=16.50 B.C.=1720 `\ - / T. .=18.00 / C.=18.50 B.C.=16.4-8 0 00° 00 0� u--D D \ eg T.C._16.70 -- ' B.C.=17.05 T.C._18.00 - / / / �o�°� B.C.- 920 19 LP18 17.78 15"HDPE PIPE INV IN =13.85 - \ £ - �f C.-17.55 7 /- ) B C.118.10 T.C.=1 .2 LP19 17.43 B.C.=16.20 T�-16-92 1 B.C.-17.50 f f�03/ I r \ 15"HDPE PIPE INV IN =13.85 15"HDPE PIPE INV OUT 13.85 A ICO, B.C.=16.42 BC X17.5 1 C. 1s.�F3 1g / \ 8"HDPE PIPE INV IN =13.85 9 1 �C=18:60 T.C.=17.50 ( / ' T.C.=18.5 T T T�-C-f�-�-T T T T T T T T T-��1� T�--T T T-f-�- T T - T-CT T / C~A wry » I �I _ �---��G�-O-C LP20 1724 15"HDPE PIPE INV IN =13.75 f C C--C --O-C--G C-C _G �� eS T.C.=16.90 B' -17.15 \ / // B�17.90 B.C.=17.94 C -19.30 LP21 17.69 15"HDPE PIPE INV IN =1425 T.C.=17.54 T.C.=18.00 ( \� �\ Q� LT.C.=16.85B.C.=16.40 /// / I T.C.=19.10 -18.80 \ s T.C.=16.60 B.C.=17.04 B.C.=17.50 �\ LP22 17.93 15"HDPE PIPE INV IN =1425 t m ' 16 B.C.=16.35 \ \ �_ , T.C.=18.47 B.C.=18.60 B.C.=16.10 s s s s s s s s s s s-T.f>- f _ s s _ _ s-mss 17 Jr �.-�_ s s ® T.C.=19.13 4 \ T.C.=16.60 T.C.=16.40 B.C.=17.06s•� B.C.=V. �/ T.C.=18.52 B.C.=18.63 -+ 7 I LP23 16.74 15"HDPE PIPE INV IN =12.95 15"HDPE PIPE INV OUT =12.95 t 1 I I V I I( ) I B.C.=16.10 B.C.=15.90 T C=17 98 B.C.=17.50 B.C"17 T C-18 2�_--�/ 8. .-18.90 B.C.=18.02 9 \ LP24 17.04 15"HDPE PIPE INV IN =12.95 15"HDPE PIPE INV OUT =12.95 \ I/I I T. .=1 36 T.C._16.43 B.C.=17.48 T��= O C T.C7=18.20 =12.95 I I I I I B .=1 .86 \ B.C.-15.93 B.C,ol =18.00 B.C.=17.70 I `" \ \ - - LP25 17.55 15"HDPE PIPE INV IN p O� PROPOSED BLDG. 1t1 /� T.C.=17.95 _ \ LP26 16.05 15"HDPE PIPE INV IN =12.35 15"HDPE PIPE INV OUT =12.35 7t `,, 1 t \ / \ / \ B.C.=17.4% B.C.=17 50 `---sE--E --E E�E--E '_ B.C.=120 \ 1 \ � 1 , 1ST FLCOR 878 SF f �-{ rt rtyp�--t ) / NQr-r , - - _ LP27 16.78 15"HDPE PIPE INV IN =12.35 t1 °D I MEDICAL OFFICES � � � / -7 _ I I � � LP28 18.65 15"HDPE PIPE INV IN =16.30 15"HDPE PIPE INV OUT =16.30 I ' 2ND FLOORloo, - -`� - `/� - -- - - - - - - - - - ---- _ / �d f -- --- - y- I X \ it 5 HOUSING UNITS BETWEEN _ J 1 / f \ \ r LP29 18.71 15"HDPE PIPE INV IN =16.30 1 L T.C.=17.60 T.C.=18.00 / \ 1 451 -+500 SF - - - ___- -17.10 B.c.=17.50 PROPOSED BLDG. #4 _ f 5 HOUSING UNITS --� - - '�� \ / - -T.E�1.7.50 1 to 1ST FLOOR 4847 SF V - _ T.C.=1 6.60 \ - LESS THEN 450 SF / B.C.=16.10 1-'- \ 1 / B.c.=1 .00 r.c.=l7.so\ T.C.=17.40 T.C.=1 .7o NONMEDICAL OFFICES /� » -' , --/- B.C:17.30 B.C.=17.90 B.C.=1 .20 `�' (F.F.E.-17.0 ) r r.c.-1s37 'L -- _ 11�7.88T.C.=18.47 y 2ND FLOORB.C.=1627 T.C.=17/. 8T.C.=17.81 B.C.=17.97 T.C.=18.52 5 HOUSING UNITS BETWEEN / B.C.=Y7.08 1 T.C.=17.5 B. .-17.38 �' \ I I O I t T.C. 18.42 T.C.=16.80 \ B.C.=17.06 / B.C.=17.35 B.C.=18.02 [j: 451 -800 SF B.C.-16.30 1 ? I \ 1 ! / � � m •� B . 1582 1 ) / \ =1 /-'\ / ,\ � '�\ w LEGEND: T.c.- s.so B.C.=1676 -� � / T.C.- 6.s JT. .�1sso � ,ss ) - 5 HOUSING UNITS I II cq 1 ( I T.C.16.10 �C:=16. 4 B. 1640 ( "HDPE! T.C.=18.48 B.C:=1soo LESS THEN 450 SF r B.C.= 6.10 \ �- \ B.C.=16.60 T.C. 17. 0 \ \ / �`/ B.C.-17.98 , ---- PROPERTY LINE \ ) / q / T.C.=18.7 (F.F.E.-20.0 ) I I \ , t 1 / / B.C. 16. 0 T.C.=16.86 T.C.=18.40 B.C.=182 / \ a I t T.C.=1 .40 T.C.=17.13 I IJ t im B.C. 18.83 B.C.=16.36 B.C.=17.90 ( 10 PROPOSED CONTOUR £ �1FS FS -i 1 B.C.= 90 S RIM EL I=16.2 E�/ \ I �{ 1 w-w- w-' /(' \ p -- Q-- - TC I6 O - Tt:= 9:13- -- -a `./ \ T�-16-7 - - - - -- - ,��o - - T. 7-63 - , - -1 1 .0 - - EXISTING CONTOUR e.c.=1821 -- ---- -- - � -- - -=---� � - - - 1 _ _ - D GRADING LIMITS T.C.=16.80 ` =4680 - - H - - - - _ PROPOSE E=1-6:25 \ ' ! � B.c=16.3 1 .'.�---FE'N o,r�'E _ -- - --- --- B.C.=16.30 T.�=18C9- - C =19. 0 / p� B.C.-15.75 E E E E E E -E- Z , 10 B.C.=18.59 B.0 =1 \ _ � �� SOIL BORING LOCATION I o \ - - - - - - T.C.=17.30 T.C.=16.36 B.C.=16.80 T.C.=16.96 E.C.=15.86 t II -�D - - B.c.=18.48 _ I ) PROPOSED CONCRETE CURB )£ T.C.=14.60 D D \ T.C.=1 .70 D D D D-D 76 C.=16.20 T.C. 18.40 B.C.=1 .20 m \ �I B.C.=14.10 - „ � t� � � \ _c.=15.7o e.c.=1790 y � PROPOSED 15 HDPE DRAINAGE PIPE k - \ /1 / T.C.=18. 0 ° ' \ - T.c.=17.10 \ \ B.c.=1s. o PROPOSED 8" HDPE ROOF DRAINAGE PIPE t� tsMa' t • - =� �- - - - B.C.=16.60 -16.28 \( o, 1 I o° 1 T.C.=16.80 B.C.=15.78 ) T.C.=18.48 ly - '9°° �f.C.= 9.80 ✓ \ \ <a - T.C.=17.20 �rO / B.C.=17.98 T.C.=19.050000 13•C. 19.30 B.C.-16.70 B.C.=18.55 ° \ - - I PROPOSED 10b LEACHING CATCH BASIN 1 tl 1 -, l \ T.C. 19.47 / T.C.=16.80 �� / �- -_ s ® B.C.=18.97 / » W B.C.=16.30 \ T. 1 80 r PROPOSED 10'0 DRAINAGE LEACHING POOL -E PROPOSED SANITARY MANHOLE 1 E E E-�-E E-�^E-E -E-E E E =13,� _ / \ - N / I \ � ,t s PROPOSED SANITARY PIPE ,A, �a - / r.c.=17.71 / 1�,.r.` - T.C.=15.68 �' - 16 B.C.=17.21 LA ff1 Ct,3 t 3 / B.C.=15.18 / t t I r _ - x 16 - 17 w _ w , W FE rFb w PROPOSED 2DOMESTIC WATER SERVICE -.... � » t�1u \ - -- .F a�._t \ -s"wm- PROPOSED 6 WATER MAIN _rrs --j- -_--- 7,4 GAPA,rr e c t t °` E fit/c F£tt',: /f :" r S 17W FENCE ^}IEI? 1{�� m »?a » �a� tl / ' F9-- PROPOSED 4" FIRE SUPPRESSION SERVICE ASF�N, _ �� C;` isirE17I Y. _ I ®. 1�s. r- -T- grj) ( 4 < y» tPROPOSED TELEPHONE LINE PROPOSED GAS LINE \ ' d `;'W `-� ' 1 E PROPOSED U.G. ELECTRIC i� S 6202013911W 352, 6 5 . S 62 ,�0 39 W � 194, 18 O1( 1\ j 1 1 -PE- PROPOSED U.G. PRIMARY ELECTRIC I t \ PROPOSED LIGHT POLE \ I PROPOSED TRANSFORMER REQUIRED DRAINAGE CALCULATIONS: PROPOSED DRAINAGE CALCULATIONS: " '" cB12 cB1a cB1 ('� 1 0-1 LIGHT POLE CB1 CB6 IMPERVIOUS ASPHALT = 7,190 SF IMPERVIOUS (ASPHALT) = 7,570 SF ` V to � I I \ � � , -¢ UTILITY POLE (ASPHALT) 868.33 CF REQUIRED 1 IMPERVIOUS (ASPHALT) = 5,000 SF IMPERVIOUS (ASPHALT) = 8,290 SF 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 16 1.094.72 a " , ' ('}-I UTILITY LIGHT POLE C=(5,000 X 1)= 5,000 C=(8,290 X 1)= 8,290 C=(7,190 X 1)= 7,190 C=(7,570 X 1)= 7,570 _ T 7,190 X 2"/12" (RAINFALL)= 1,198 CF 7,570 X 2"/12" (RAINFALL)= 1,261.67 CF TOTAL DRAINAGE PROVIDED = 1,094.72 CF \ 1 5,000 X 2"/12" (RAINFALL)= 833.33 CF 8,290 X 2"/12" (RAINFALL)- 1,381.67 CF PERVIOUS (VEGETATED) = 130 SF IMPERVIOUS (SIDEWALK) = 1,097 SF ' I PERVIOUS (VEGETATED) = 2,100 SF IMPERVIOUS (SIDEWALK) = 550 SF C=(130 X(VEGETATED) 13 IMPERVIOUS X SID 1,LK) C62 Q TRAFFIC SIGNAL POLE C=(2,100 X 0.1)= 210 C=(550 X 1)= 550 13 (X 2"/12" (RAINFALL)= 2.17 CF 1,097 X 2"/12" (RAINFALL)= 182.83 CF 1,296.66 CF REQUIRED V - 550 X 2" 12" (RAINFALL)= 91.67 CF 3 10'0 x 7' DEEP LEACHING POOL = 68.42CF/VFX 21 = 1.436.82 SANITARY MANHOLE 210 X 2 12' ((RAINFALL)= 35 CF / ( ) TOTAL STORAGE REQUIRED = 1,200.17 CF PERVIOUS (VEGETATED) = 2,450 SF U 1 I GAS VALVE TOTAL STORAGE REQUIRED = 868.33 CF IMPERVIOUS (ROOF) = 459 SF C=(2,450 X 0.1)= 245 TOTAL DRAINAGE PROVIDED = 1,436.82 CF �"-� W SIGN C=(459 X 1)- 550 CB13 245 X 2"/12" (RAINFALL)- 40.83 CF CB2 459 X 2"/12" (RAINFALL)= 76.50 CF IMPERVIOUS (ASPHALT) = 1,400 SF CB3 CONIFEROUS TREE PERVIOUS (VEGETATED) = 3,500 SF TOTAL STORAGE REQUIRED = 1,485.33 CF eta` C>> IMPERVIOUS (ASPHALT) = 6,380 SF C=(1,400 X 1)= 1,400 1,499.33 CF REQUIRED 3- C=(6,380 X 1)= 6,380 C=(3,500 X 0.1)= 350 3 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VFX 24 = 1.642-08 7 1,400 X 2"/12" (RAINFALL)= 233.33 CF CB19 1 � � C� DRAINAGE MANHOLE 6,380 X 2"/12" (RAINFALL)= 1,063.33 CF 350 X X12" (RAINFALL)= 58.33 CF PERVIOUS (VEGETATED) = 1,000 SF IMPERVIOUS (ROOF) = 6,390 SF TOTAL DRAINAGE PROVIDED = 1,642.08 CF C_ PERVIOUS (VEGETATED) = 1,400 SF TOTAL STORAGE REQUIRED = 1,608.17 CF C=(1,000 X 0.1)= 100 C=(6,390 X 1)= 6,390 1 1 � RECTANGULAR DRAIN INLET C7 C=(1,400 X 0.1)= 140 100 X 2"/12" RAINFALL)= 16.67 CF 6,390 X 2"/12" (RAINFALL)= 1,065 CF CB4 \ 140 X 2"/12" (RAINFALL)= 233.33 CF CB7 & CB8 TOTAL STORAGE REQUIRED = 250.00 CF PERVIOUS (VEGETATED) = 2,000 SF (2) 10 CF REQUIRED 1 TOTAL STORAGE REQUIRED = 1,296.66 CF C=(2,000 X 0.1)= 200 (?) 10'0 x 5' DEEP LEACHING POOL = 68.42CF/VFX 10 = 684.20 Dale: 1!18122 ROUND DRAIN IN IMPERVIOUS (ROOF) = 5,931 SF TOTAL DRAINAGE PROVIDED = 684.20 CF m ' CS CB3 C=(5,931 X 1)= 5,931 D4 CB14 200 X 2"/12" (RAINFALL)= 33.33 CF �_ I ,w )- IMPERVIOUS (ASPHALT) = 4,390 SF TOTAL STORAGE REQUIRED = 1,098.33 CF �` FIR WATER VALVE 0 IMPERVIOUS (ASPHALT) = 2,825 SF 5,931 X 2"/12" (RAINFALL)= 988.5 CF C=(4,390 X 1)= 4,390 651.67 (Y1 GROUND WATER METER C=(2,825 X 1)= 2,825 PERVIOUS (VEGETATED) = 7,500 SF 4,390 X 2"/12" (RAINFALL)= 731.67 CF (2) 10'0 x 5' DEEP LEACHING POOL = 68.42CF/VF X 10 = 684.20 \ J e" C7 2,825 X 2"/12" (RAINFALL)= 470.83 CF C=(7,500 X 0.1)= 750 PERVIOUS (VEGETATED) = 5,000 SF TOTAL DRAINAGE PROVIDED = 684.20 CF O Brown clayey sand SO Q TELEPHONE MANHOLE IMPERVIOUS (ROOF) = 5,931 SF 750 X 212" (RAINFALL)1 o 500 X 00 x 0.1)= 500 1 ' Q1 16,0 -------- 2' v { DECIDUOUS TREE C=(5,931 X 1)= 5,931 TOTAL STORAGE REQUIRED = 1,113.5 CF 500 X 2"/12" RAINFALL)= 83.33 CF CB6 5,931 X 2"/12" (RAINFALL)= 988.5 CF TOTAL STORAGE REQUIRED = 815.00 CF 1,608.17 (� PERVIOUS (VEGETATED) = 2,400 SF CB9 j� 10'0 x 8' DEEP LEACHING POOL = 68 42CF/VF X 24 = 1.642.08 J 1 1 1 Cs C=(2,400 X 0.1)= 240 PERVIOUS (VEGETATED) = 2,200 SF CB15 TOTAL DRAINAGE PROVIDED = 1,642.08 CF I C_ 240 X 2"/12" (RAINFALL)= 40 CF C=(2,200 X 0.1)- 220 IMPERVIOUS (ASPHALT) = 2,780 SF TOTAL STORAGE REQUIRED = 1,499.33 CF 220 X 2"/12" (RAINFALL)= 36.67 CF C=(2,780 X 1)= 2,780 CB7 & CB8 W ' QQ � a TOTAL STORAGE REQUIRED = 36.67 CF 2,7Ep X 2"/12" (RAINFALL)= 463.33 CF (3) 1 5 - 1 CB4 IMPERVIOUS (SIDEWALK) = 800 SF (� 10'0 x..6' DEEP LEACHING POOL = 68.42CF/VFX 18 = 1,231.56 11 CD IMPERVIOUS (ASPHALT) = 3,070 SF CB10 C=(300 X 1)= 800 TOTAL DRAINAGE PROVIDED = 1,231.56 CF / C=(3,070 X 1)= 3,070 IMPERVIOUS (ASPHALT) = 5,600 SF ' rn cn 3,070 X 2"/12" (RAINFALL)= 511.67 CF C=(5,600 X 1)= 5,600 IMP X 2US ( (RAINFALL,9 13F CF 113 - - IMPERVIOUS (SIDEWALK) = 280 SF 5,600 X 2"/12" (RAINFALL)= 933.33 CF IMPERVIOUS (ROOF) = 5,931 SF 113.17 L C=(5,931 X 1)= 5,931 � 10'0 x 2' DEEP LEACHING POOL - 68.42CF/VFX 2 - 136.84 � Brawn fine to coarse sand with 10-20°I gravel SW C=(280 X 1)= 280 IMPERVIOUS (SIDEWALK) = 1,000 SF 5,931 X 2"/12" (RAINFALL)= 988.5 CF TOTAL DRAINAGE PROVIDED = 136.84 CF 0 280 X 2"/12" (RAINFALL)= 46.67 CF C=(1,000 X 1)= 1,000 PERVIOUS (VEGETATED) = 800 SF 1,000 X 2"/12" (RAINFALL)= 166.67 CF C=(PER' 0 (VEGETATED) = 430 SF C=(800 X 0.1)= 80 IMPERVIOUS (ROOF) = 459 SF C=(430 X 0.1)= 43 CB10 80 X 2"/12" (RAINFALL)= 13.33 CF C=(459 X 1)= 459 43 X 2"L12" LAINFUIRED 7.17 CF (3) 1 17 +' TOTAL STORAGE REQUIRED = 571.67 CF 459 X 2"/12" (RAINFALL)= 76.5 CF TOTAL STORAGE REQUIRED = 1,593.33 CF (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VFX 18 = 1.231.56 U TOTAL DRAINAGE PROVIDED = 1,231.56 CF PERVIOUS (VEGETATED) = 2,800 SF CB16 CB5 C=(2,800 X 0.1)= 280 IMPERVIOUS (ASPHALT) = 2,720 SF CB11 IMPERVIOUS (ASPHALT) = 3,750 SF 280 X 2"/12" RAINFAL = 467 CF C=(2,720 X 1)= 2,720 2'970 N Q9V I C=(3,750 X 1)= 3,750 TOTAL STORAGE REQUIRED = 1,223.17 CF (6) 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VF X 48 = 3,284.16 3,750 X 2"/12" (RAINFALL)= 625.00 CF 2,720 X 2"/12" (RAINFALL)= 453.33 CF - - i MON r_______________t____-- -- -- V--_�'"-'" - ------ �_ C� PERVIOUS (VEGETATED) = 320 SF TOTAL DRAINAGE PROVIDED = 3,284.16 CF PERVIOUS (VEGETATED) = 1,600 SF CB11 C=(320 X 0.1)= 32 �.tJ1V -�_-- ��"__-� C(1NCRETE SIVEWALK _gyp_ vav - OH OH OH C=(1,600 X 0.1)= 160 IMPERVIOUS (ASPHALT) = 13,500 SF C812 --- -- 0 160 X 2"�12" (RAINFALL)= 26.67 CF C=(13,500 X 1)= 13,500 32 X 2"/12" (RAINFALL)= 5.33 CF 1,200.17 _ -� __- H GH GH f - -- 1 9 e -- - 161 Waterin brown fine to coarse sand month 10 2t} vet SW OH off _ _ _ __ TOTAL STORAGE REQUIRED = 651.67 CF 13,500 X 2"/12" (RAINFALL):= 2,250 CF TOTAL STORAGE REQUIRED = 458.66 CF (3) 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1,231.56 - - IMPERVIOUS (SIDEWALK) = 3,880 SF CB17 TOTAL DRAINAGE PROVIDED = 1,231.56 CF ��-v SIM 1273 °f gravel CB6 C=(3,880 X 1)= 3,880 IMPERVIOUS (ASPHALT) = 11,600 SF S 600301491 `V 10 1� IMPERVIOUS (ASPHALT) 8,290 SF 3,880 X 2"/12" (RAINFALL)= 646.67 CF CB13 N-13.21 U C=(8,290 290 X 1 = 8 290 VEGETATED = 4 400 SF 1 1,6 0 X X 1)= 1 1,600 - 250 = F VF 4 = 273.68 PLACE Q � w w w w W w TEST HOLE RECEIVED ( ) PERVIOUS (VEGETATED) 11,600 X 2"/12" (RAINFALL)- 1,933.33 CF (1) 10'0 x 4' DEEP LEACHING POOL 68.42C / x KNAPP - �• W�w �, W W w w 8,290 X 2"/12" (RAINFALL)= 1,381.67 CF C=(4,400 X 0.1)= 440 02 IMPERVIOUS (SIDE:WALK) = 920 SF TOTAL DRAINAGE PROVIDED = 273.68 CF w W W IMPERVIOUS (SIDEWALK) = 550 SF 440 X 2"/12" (RAINFALL)= 73.33 CF C=(920 X 1)= 920 w W w w N.T.S. CZ C=(550 X 1)= 550 TOTAL STORAGE REQUIRED = 2,970 CF 92C X 2"/12" (RAINFALL)= 153.33 CF CB14 -w w w W 550 X 2"/12" (RAINFALL)= 91.67 CF PERVIOUS (VEGETATED) = 600 SF 815 - = I JAN 7 &w IMPERVIOUS (ROOF) = 459 SF C=(600 X 0.1)= 60 U 10'0 x 6' DEEP LEACHING POOL = 6842CF/VF X 12 821.04 U C=(459 X 1)= 550 - CF 60 X 2"/12" (RAINFALL)= 10 CF TOTAL DRAINAGE PROVIDED = 273.68 CF 459 X 2"/12" (RAINFALL) 76.50 TOTAL STORAGE REQUIRED = 2,096.67 CF Southold Town N PERVIOUS (VEGETATED) = 3,500 SF C815 planning Board co C=(3,500 X 0.1)= 350 CB18 (3) 1 33 350 X 2"/12" (RAINFALL)= 58.33 CF IMPERVIOUS (ASPHALT) = 11,600 SF TO 10'0 x 8' DEEP LEACHING POOL = 68.42CF/VFX 24 = 1.642.08 TOTAL STORAGE REQUIRED = 1,608.17 CF C=(11,600 X 1)= 11,600 TOTAL DRAINAGE PROVIDED = 1,642.08 CF SITE PLAN 11,600 X 2"/12" (RAINFALL)= 1,933.33 CF C616 X IMPERVIOUS (SIDEWALK) = 920 SF 458.66 SCALE: 1"=20' BY C=(920 X 1)= 920 (1) 10'0 x 7' DEEP LEACHING POOL = 68.42CF/VF X 7 = 478.94 92C X 2"/12" (RAINFALL)= 153-33 CF TOTAL DRAINAGE PROVIDED = 478.94 CF 0 20 40 DATE BY DESCRIPTION APPROV. PERVIOUS (VEGETATED) = 600 SF Feet NNW REV o c=(soo x 0.1)= so CB17 60 X 2"/12" (RAINFALL)= 10 CF 2,096-67 SOUTHOLD Q T01AL STORAGE REQUIRED = 2,096.67 CF � 10'0 x 8' DEEP LEACHING POOL = 68 42CF/VF X 32 = 2,189.44 TOWN 0 F TOTAL DRAINAGE PROVIDED = 2,189.44 CF SUFFOLK COUNTY NEW YORK 0 1,485.33 GREENPORT MEDICAL OFFICES AND E O TOTALODRAINAGEDEEP PROVDED = 1,6 2.08 C742CF/VFX 24 = 1.642.08 Q O RESIDENCES O C819 CSI � 1,098.33 N U 10'0 x 6' DEEP LEACHING POOL = 68.42CF/VF X 18 = 1.231.56 w O TOTAL DRAINAGE PROVIDED = 1,231.56 CF pF NEW y0� GRADING & DRAINAGE PLAN •D L. K. McLEAN ASSOCIATES, P.C. N N U ON •D THE EDUCATION uw GF THE srATE of NEw Yowc PROlararrs � �� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: A$ NOTED ENGINEER. WHERE SUCH ALTERATIONS ARE MADE,THE 1f�. AND/OR THE ACCOMPANYING SPECIFlCATIONS, UNLESS R•S �� N PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND ` y' UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ��nP �� 1R " o I'. Drawn a MF Date: JANUARY 2022 r` 4 DESCPoBE THE FULL EXTENT OF THE ALTERATION ON THE l� D / DRAWING AND/OR IN THENSPE�2�N � ED LAW Approved By: RGD File No. 21 038.000 s w w w w w w w w w w --y--n 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--R w—w w w--w —w w w w w w w w w w w sti s 0 *5510911 NOR T H ROA-D RIM-15,75 _ N 61 E� _ FIG 498, 741 RIM-15.80 IM 16.08 y rj[;5 �. 56�C 666 6C 66 66 C 66 56 _.6 e.. S ftt aaJJGG •, OH;=T- - G G G G G G G G G G G G G 7 G 6 G G G G G G G CORR k ----T-„_ y' ----T T y l 1- --- L__ T- (#i OH Ohi (kl ! BN---- moi- LQH— qi -Ci OH OH ! tAiiI OH- OH !#1 tW! - 4 OH ----QF9- l CL11{C ------__ __ -__ -_ _-_� S r } gym._ T T _ T T _T - T - T- T T T T T T- -1 _ --T� 'f---- -7- -- T_ <-f3 �__-�T ____r_-- I^__-_� W_- r _---� ---�----T -- --_T T_ T_= bmm T1 T -- _ _-- 'T ------- PE—PE—PE—PE—PEPS—PEx —P[—PE---PE SPE ` _ \4' {t✓L)L)Il FENCE l, 10 LEAK \ / \1 PROPOSED PROPOSED F-15•HDPEf -,5"HDP� HYDRANT J—,s HDPE 6" WATER �Y 44 nd 15 o. P N � MAIN Si'R' 3rE 2 U 1 ♦ "wm'�6 ••w�{�B••w�{—B 6 •�w�{�8 �8"nWin� 8 Q �8 �8 r,1 1 / —e—E--E—E—E \ PROPOSED BLDG. #2 I I PROPOSED BLDG. ��`/j�3 v v '" r�j'f t�a1 1ST FLOOR 1648 SF 1ST FLOOR 1523 SF p�®,z MEDICAL OFFICES I MEDICAL OFFICES SH 2ND FLOOR '" 2ND FLOOR � M W �I P�I a� 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEENJ r f.s 451 -600 SF o 0 451 -600 SF 0 i3�p6 G 5 HOUSING UNITS ., 5 HOUSING UNITS if LESS THEN 450 SF LESS THEN 450 SF I ogfE ! I n6 \ —PE—PIE —PE—PE—PE� (F.F.E.=18.0') ' \ (F.F. I � RIM-16,0 / o � -� 6r 7- FEN ! ! o D WI tie o G Q 7r m ryN W! i f� 1`01\ R y •nn I \ / 15"HDPE—+ Hp 1 111 tfit �— \ I ,� t, � ! ZQ 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-1 T T T o—o—o o—o o—o—c—o o —o—o o —o—o—o—o —o—o—o—o o —o—oIt I o—o —o ✓ t0F ( ^ 4 tl ( \ S S S S S S S 5 S S S S S S S S S S S S S S S S S S S S t I PROPOSED BLDG. #1 _ 1 5 T FLOOR 1676 S F \ / 75�•HOP�/ \ 15••HDPC� \ 15•'HDPG--] \ `E ESE�E E E I LAI ! ,p n j y I MEDICAL OFFI,�ES \ r \ F_ ® 2ND FLOOR, I I I F o. 5 HOUSING UNITS BETWEEN m 451 —600 SF -- - - �` / PROPOSED BLDG. 4 ! 15 HOUSING UNITS \ \ I # , �4 LESS THEN 450 SF _ i \ r—,5 HDPE—( 1 -� 1ST FLOOR 4847 SF I ► _ (F.F.E.- 17,a ) NON—MEDICAL OFFICES y 2ND FLOOR r--� ! 5 HOUSING UNITS BETWEEN / I 451 -600 SF � o t} 1 ro E I n U 15"HDPC� 15"HDPE—+ `✓ HOUSING UNITS o i 0 \ /r— LESS THEN 45a SF I \ _ �'" (F.F.E.=20.0') / 1 w—ww M I �I O 1L'r � \ 1 —E E E—E E E E E D D C) J I ! D D D D- D D AX 15••HDPE—+ \ Iw Ips, �s 6 1 Cb E-�E—E--�E�E—E E E E - 1 \ —E E E E—E E—E I T t� ozo, 0 1p41 ; FS Y—)—\ Fs— FS Fs—t,s lJ C.3°kf _ C . - _ 1 651 w—w—w w W w� ,E?_f�= x r t+'•7rV '� — — — — f___ .__ _ } � :i m� f` 1/€ s r�<P _ e 'er �o T _�+ �• I sA e-� T�L.Y, ' Mt?t�. f 1 . 1C E` t"::i { A,� ��.�.�`'� E j—" N t{�� "��•�� t �.K I <t I �. 1 ig+, t c� I S 6202013911 W 1 a C$ . 3552, 65 , tl � � � t S 6a w 1 2 ►80 3 9\ W � ► ,.+ 94, 1 S � 1 � �t 1t 4 � { N � •'•3 i t � i y yES q LEGEND: UTILITY NOTES: -- PROPERTY LINE 1. ALL UTILITIES SHOWN ARE SCHEMATIC AND SHALL BE COORDINATED DIRECTLY WITH THE APPROPRIATE I 4 ! 1 UTILITY COMPANY �- PROPOSED CONCRETE CURB —15'•HDPE— PROPOSED 15" HDPE DRAINAGE PIPE 2• ELECTRIC PRIMARY (UNDERGROUND) AND TRANSFORMERS BY PSEG �{ 3. TRANSFORMER CONCRETE PADS BY SITE CONTRACTOR D PROPOSED 8" HDPE ROOF DRAINAGE PIPE r 4. SEE LIGHTING PLAN FOR SITE LIGHTING 1 I PROPOSED 100 LEACHING CATCH BASIN (CURB) 5. WATER MAIN - SCWA SHALL INSTALL ALL SERVICE TAPS (FROM WATER MAIN TO METER VAULT) AND METER ON SITE. I 1 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) 7. WATER SERVICES INSTALLED MINIMUM 54" BELOW GRADE FROM THE BUILDING TO THE CURB. \® � PROPOSED 100 LEACHING CATCH BASIN 8. ALL WATER INSTALLATIONS SHALL BE INSPECTED BY THE SCWA AND THE SUFFOLK COUNTY DEPARTMENT ' OF HEALTH ® PROPOSED SANITARY MANHOLE I 1 1 1 s0 PROPOSED SANITARY PIPE 10. WATER SERVICE SIZING: w PROPOSED 2" DOMESTIC WATER SERVICE 10.1. FIRE — 4" I o 0 —F— PROPOSED 4" FIRE SUPPRESSION WATER SERVICE 10.2. DOMESTIC WATER — 2" lL7QI1S (� —s"wm--- PROPOSED 6" WATER MAIN I (� -� 11. GAS MAIN AND GAS SERVICE LINES SHALL BE BY NATIONAL GRID � N 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 4 1 z I THE LEFT (COUNTERCLOCKWISE) AND SHALL BE PROVIDED WITH MECHANICAL JOINT ENDS. GATE VALVES 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 O a Go PROPOSED LIGHT POLE MADE OF BRONZE OR BUSHED OR FACED WITH BRONZE. GATE-VALVES SHALL BE THE PRODUCTS OF Lj THE MUELLER CO. MODEL A-2370, KENNEDY VALVE MANUFACTURING CO. MODEL CR5-80 RS OR V PROPOSED TRANSFORMER APPROVED EQUAL. r- - --- --- c N t 13. ALL GATE VALVES SHALL BE EQUIPPED WITH CAST IRON ADJUSTABLE ROADWAY TYPE VALVE BOXES WITH i MLdf�' __ _ � - JAN 02'7 2022 5-1/4 INCH SHAFT WITH SCREW TYPE EXTENSION PIECES AND EITHER A ROUND OR OVAL DETACHABLE -�� ---- '�--- -- `�--�� LIGHT POLE BASE. BOXES SHALL BE SUFFICIENT LENGTH TO PROVIDE A MINIMUM OF 4 FEET OF COVER OVER THE a�N - - -_ _- ___�_______� �R SI EVALK - r _ OH + oH---- - ._ o ____ ____ -__ �-- - - __ off OH Southold Town U -0- UTILITY POLE PIPE. THE MINIMUM THICKNESS OF THE METAL OF THE BOX AT ANY POINT SHALL BE 3/16 INCH. LIDS - t _ Planning Board UTILITY LIGHT POLE SHALL HAVE "WATER" CAST ON THE TOP SURFACE. BOXES SHALL BE COMPLETELY COATED WITH BLACK - 0 TRAFFIC SIGNAL POLE IM--127 w w w w—w—w_w w----w � ASPHALTUM PAINT. S 60"301491 � M-1321 W w w----w w KNA PP PLACE -70I w w W W—_—_W w w---- s SANITARY MANHOLE C / _. .. w—w w w w w w w >_ A GAS VALVE �w w w w w 1-1 SIGN w w u D CONIFEROUS TREE °- ® DRAINAGE MANHOLE U RECTANGULAR DRAIN INLET DATE BY DESCRIPTION APPROV. BY u ROUND DRAIN INLET REVISIONS �'S FIRE HYDRANT TOWN 0 I� S 0 U T H 0 L D WATER VALVE SITE PLAN @ WATER METER SCALE: 1"=20' SUFFOLK COUNTY NEW YORK Q p TELEPHONE MANHOLE o 20 4o iliiilI Feet GREENPORT MEDICAL OFFICES AND 0 DECIDUOUS TREE RESIDENCES N N k M0 Q N NEWt,, UTILITY PLAN CD N o `� * L. K. McLEAN ASSOCIATES, P.C. N 0 * CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 �+� 00 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r , � Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS n regi Designed By: MF/CFD Scale: AS NOTED N AND/OR THE ACCOMPANYING SPECP7CATIONS, UNLESS ITS DATE ANDn•�rrSclf�e��` Drawn By: MF Date: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL 56985 ENGINEER, WHERE SUCH ALTERATIONS ARE MADE,THE JANUARY 2022 PROFESSIONAL THE FULL ENGINEER EEXTENT OF THE ALTER TION ON THE DRAWING AND/OR N THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By, RGD File No. 21 038.000 PROPOSED LED AREA LUMINAIRE, LITHONIA oo pp +u'u +o•o °.o LIGHTING MODEL o.o + + +o.o +o.0 0.0 °0 + +°'0 +0'0 0.0 DSX1-LED-30K-MVOLT-SPA-PIRH + +o.o +o.o +o.o °0 + + +°° +o.o +O.o 0.0 + CONTROL-DBLXD +0.0 + +o.0 0.0 0 + +o.0 0.0 0o FULL CUT OFF AS MANUFACTURED BY +°'0 +o o +ao 0,0 + NOR TH FOA 190 0 +o.o +0.0 4 98, 71f` 9'0 + + LITHONIA LIGHTING OR APPROVED EQUAL RIM=15.75 + N 61-005510911 +0.E =16.08 + °.1 +0.0 RIM�t�$0 IM + 0.0 � + +0.0 +0.0 #33 r o G G-G-DGca --G G-----G G G--a---G T _----T------r T 0.0 L ��g a ` y8 _I _ off _____________ ---- -�_ _-_-_ _-� _ -- _-oH G off-�--oH off D G off &N1914 a+ eN��+�-�oN off _ oN oN off oN oN T oN__E____,�_-_�___� off__r_oN---�F=aN _ oN - oN _ oN G oN � l -r T T T r T r -T T- _*_ _ _ T_ _..�_ _ _ -r� _r____ - T+ � .____r____ - T____� ____ 01 _ r _ - MQM F f----_ 0.0 .,u--meq _.� 'i' - - - - _--.},_ - - ', _`_ - - '__ 0.1_�=_------ -- - -- ----------------- s - - -------- - - - SOT^- - �T .........��r,. - Y g + ° --� -+T2 + +0.1 oR1 \ X + PROPOSED 4" SQUARE STRAIGHT T �T -T o.0 $� "'� Si } p.3 0.2 +' 0.1 �QQ� FEIY 0 + +'1 -''G 0.2 04 + + +0'3 0.l 10+ 17AK 0,2 ( 06 ( \ +' ALUMINUM POLE MODEL + 0.2 + i o 1 EN Q.1`� S <�/ Sig ..-� .4-0.2 %� \ +°'4 +0.4 +0.6 i1\ +6\ / \ 0.3 1 /� + �°''yD�`�\ / + +o Ey \ \ +o1 01 #SSA-14-4C-DBL AS MANUFACTURED �C 0.2 0.4 ( y. ( 1+ 0.9 Y / + ' 00 BY LITHONIA LIGHTING Z - (n + ° / +0.6 +0.6 \` F4 \`/F_ C �/ + + �\ / +o.s +i.2 0.6 + _I O M + 0.� p 6\ / + 0,7 14 +0.3 / 1 0.7 0 `�+ 0.2 +0.144 L �0_ +0.0 Z / + \�-� +' + 1.1 / + + -I-O' +1.0 1.5 6 I ASPS (� + 1.6 0.6\ + J +0.3 \ J+0.5 +0.9 1.0 + + +1.7 \ +1. +0.3 0.6 1.8 + SPR 3°1+.1 w 0. 2 % 0.2 + 0.9 +L8 +1.1 0.6 2.6 + + +1.1 1 +0.4 0.2 \ ITI Z 0� + +0.5 +0.8 +1.3 + +1.2 2.1 +2.9 +0.3 +1.1 +2.0 ` / 0 + ' ��I 6 _ +0.4 0.7 1.2 + .9 \ +1.0 +0.8 0.8 + + +0.2 ,� 0.0 -1 1.5 b -� + M p + omm 0.6 +ot o.6 0 C 3 +0.3 + ( \C + C 2 + +0.3 -j + +• 116 1.3 6- � HANDHOLE _ � 1 + + \ 0.2 0.4 +0.4 +0.9 +1.3 2.5 6 D1 ��6 D 2 1J + + +0.3 +0.0 O �J +0.0 .2 +0.7 1.2 1.6 + 3.3 '4 +0.5 +0.3I PROPOSED BLDG. #3 � +�,7 PROPOSED BLDG. #2 + �,,, 0.1 3 1.3 + B6 1 ST FLOOR 1648 SF + 6.0 06 +0.5 S 2'W / 1.0 3.4 1 ST FLOOR 1523 SF +' D 0• 0.2 / / 1 + B'5 + +1'8 +1 MEDICAL OFFICES + MEDICAL OFFICES +,.-- ` + / +0.6 i +1.4 2ND FLOOR +° +0.6 2ND FLOOR + +0.5 SIJp, 0,o GROUT V + 5 HOUSING UNITS BETWEEN 0.7 'c o .2 +0.8 +1.3 +i.4 1.0 451 --600 SF +3.8 +3.1 5 HOUSING fi010TSSBETWEEN + +0.s 1' 6+b: - +°•1 +a4 11 12 + 5 HOUSING UNITS 1 L 0,9 5 HOUSING UNITS ° +0.7 o.o ' \ + + +1'0 7 LESS THEN 450 SF 1 LESS THEN 450 SF 8 0. o.g'c - + ( 0.2� 1.0 1.2 � a \ + +D.7 + +1.p D.s 1.1 ( + , (F.F.E.=19.0') D.5 A `_ » - RI#4=is.� / (F,F.E.=18.0 ) + \ 0s 84 + - ao 0 + 0.6 0.4 "� 3/4 X 171 HOT DIPPED I II II t+° ,3 0.7 0.9 + 1� /J 1.0 +1.2 +0.9 0.3 D£BRIS ` 0 0 / t + + 49 7 p + + I + + GALV.»ANCHOR BOLTS W � �� a ► + 0.7 L BEND (TYP. OF 4) t +0.1 +0.7 0.7 C +0.3 +0.5 + +0.6 t F0.6 0.7 0.6 -+-0.3 + + +o s +0.9 0.3 0.0 0,7'E 4X4-W4.OxW4.0 4 +0.2 0.5 0.6 + + +0.3 +0.2 +0.5 +0.5 +0.2 0.2 o.s � / p6 WELD WIRE FABRIC CA tt 0.1 0.2 + +0.5 +0.5 +0.8 +0.6 0.3 0.3 / \/o + + 0.9 0 7 (Y� i + +0,4 0.5 °4 + + ( +0.6 ,s 04 + + +°•2 o4-9� ,w, - _ _ REINFORCING OR EQUAL a o �� } 0.7 0.9 + °' 0.3 \ F,r + (TYP.) +0.0 i +0.1 +0.3 + 0.5 +0.2 +0.4 \j-•/ + _ / 0.7 0.8 0.8 + + +0.8 +0.4 +0.3 / ".1 +0.4 +0.9 0,9 + + +0.4 +0.3 0.5 ��V +0.1 02 0.2 l \ ,a-,,DPE____( \ + +' 1 + +0'7 +0.6 02x oo PROPOSED 3,000 PSI I + \ f- \+0,3 +0.6 + 0.6 04 o I 1 + CONC. BASE a l t +0.1 +0.2 0 , `/ �./ LLi ® ® ® + ® ® X0,3® r ail ° 0.9 L- LtC;IfaY ® ® ® L® ® ® + + +0.5 +0.3 0,1 0.0 + + 0.5 p + +0.0 It 1 0.1 1 0.1 +0.8 B 3 1.5 +0.5 0.2 �0.5 1 + + ® +0.5 Lo L® ° L® 0.2 I t 1 + ( \ + 0,1 + + 5 / 1.5 0,9 -�+ ' + 0.1A,� t° 0.1\ ® r-D D \ ,� +1.2 +0.8 0.3 0.3 B 2 + +0.6 0.6 +0.5 0.4 + b ax a + o.s / NOTE: a + / +0.1 0.2 + + +1.3 0.7 -r +o.i ��. +o,o 6 0,6 + 0.7 0.7 EACH LIGHT POLE SHALL BE a I % 1 0.0 0.1 + +' +0.6 0.2 0.4 + + 0.4 0.2 r -:;I + + ° + + +1.1 0.9 0 7 + 1 � &A o o INSTALLED W/ PULL BOX t + I 0.s o.s + + 0.9 3\ + AT BASE. I t + 0.4 + 0.3 +0,0 0.0 + +0.2 1.0 0.1 0.0 • t ° 101'0.0 \ + +0.5 +0.8 +0.6 0.3 0.3 + + +0.8 +0.9 +0.9 5 0.1 + + .2 1 \+ '0 +0.2 0.6 0.7 + + +0.8 +0.9 +0.7 1.2 0.8 +0.1 0.0 t / 4 + 0.4 + + 0.3 -.� TYPICAL FIXTURE & BASE DETAIL. +o.o 1 +a.o + +0.2 0. 0.7 � + +o,o o.o � .�.�, +° 0 0.0 0.0 PROPOSED BLDG. #1 +° +0.6 / \1 +0.6 0.3 + + +0.9 1.5 0.6 + +0.0 + �+ �- +0.3 +0.5 0.6 + +o.o o,o N.T.S. t + 1ST FLOOR 1 676 SF +0.4 0,5/ ,s•�D �( \ \ \ + +0.6 +1.1 +1.0 3 + o 0.0 MEDICAL OFFICES \ 1 -"°P�--(\ 1- \ 1 +0.4 0.6 0.5 B1 I � - - its tt � +°' + 0.7 f +�"'"1 61 +0.0 ( ® 0.0 2ND FLOOR 49.4 +0.4 +0.4 +0,3 4 0, + + +0.9 +0.7 0.0 �+ 1 0,i"� \`/ + 5 HOUSING UNITS BETWEEN + 04 04 + +as + 09 + 6, +ao f +0.0 +00 451 --6©0 SF + +0.4 +0.4 0.5 0.5 + 4 + 02 -1 .� + 0.4 00 ta 5 HOUSING UNITS + 0.4 i + 0.9 PROPOSED BLDG. I It i 0.0 + + 1 \ ��,DPE-( +OA 0.4 + + +0.7 0,2 t + o.o LESS THEN 450 SF + 4 4 + 1ST FLOOR 4847 SF o o ", + 0.3 + Z-0 0 0.0 t (F.F.E. 1 7.0') 0' +0.4 \ -,/+0.4 \�/ 0.4 + +0.6 +0.7 0,4 NON--MEDICAL OFFICES 1 « + +o.o +o.o + +os +0.5 0.3 0.4 + 2ND FLOOR ( +0.0 \ 0 0 t ' +0'4 +0.5 +0.4 0.4 + + +°'6 +0.5 °g 0. 5 HOUSING UNITS BETWEEN \ / +0.0 +� +0.0 0.6 + +0.6 +0.4 1 +0.3 +0.4 0.4 451 -600 SF � +0.0 +0.0 0 t \ + + 0.6 0.4 / / / + 0.3 .1 09.+ 0.6 + U 7 I I + 0. i \ + + +0.6 +0.3 ( \ T2 \ , _( \ 5 HOUSING UNITS +o.o +0.0 LLI! 0,4 ( O,6 0.5 r + +0.4 0.3 LESS THEN 450 SF .0 1 +o.0 0. '� \ / + +0.5 +0.7 0.6 \ 2 \`/ \`. / + (F.F,E.=20.0') 0 00 I + 0.2 061. + + ' � 0.7 0.5 + �� +0.2 +0.3 +0.2 0.1 \ + +0 0.0 + + +0.6 ,8 / 4 0,2 + OA ( +0.0 0 0 0,0 �{ #0.0 + +0.3 (� \ +0� +0.7 0,5 ` + +0.2 .2 +0.2 \`./ + -" -- - + +0.0 0.0 L + +0.8 \ .7 r 0.3 0.0 0.0 f + +0.1 \ 0,� \,J +0.2 0.2 0.2 + 1 + X0.0 0 + \ + +0.5 0.6 3 / � + + +°' `� 0,0 IC .� +0.0 .2 0,8 +0.6 `\ +0.3 0.4 2 ° +0.0 A 0.0 � I \ 0.8 -� + pop] Ac. + �\J/ + +0.4 +0.7 E2 09 0.6 + .3 0.0 / ~ 0.0 :.t ?d CIIE- - I _D�-- D _ 0.1 +0.4 0.8 E 1 0,6 + + +0.7 +0.4 0.2 0.8 + ( \ + +0.0 +p,p t - J "'v .a 0.1 0.3 D D + + +0.5 +0.9 0 7 + + f ` J A� + + 0.2 + ,2 +0,6 0.7 0.4 + 2 +1.2 +0.3 0.4 L4 D-o D--o o� \�/ +0.0 ®�.0 I �; +0.6 1.3 0,3 \ + + +0.6 0 +0.8 LI)1A. + + +0.7 +0.1 / +0.0 0 °. + + 0.5 0.4 0,4 2.3 1.3 +0.6 1. ( �� 2 + +1.9 0.4 0 0.0 x�0 0 'i t tl + \/� + ' +0.5 0.4 / + / + 0.3 °°2.0 4C. ca 0.4 + + +1.5 +0.1 +0.0 t + + +0.5 +0.6 , +2.2 1.4 0.2 It .49-0 0.0 +0.1 tl +1.2 4.1 0,9 J t t t + + \`�D.2 +0.4 +0.4 +0.3 0.4r + + +0,6 +3,1 0.6 des. t 2.5 2.3 + 0, 06-6.E( + 0+ 0.4 La3.3 +' 0.0 f 1 t \ + + +0.2 0.3 u, + ` 1 0.4 , + 0.0 0,o t `r 0.3 �. + 0.3 0,3 - 0.3 \ A 1 A2 +' +0.2 .o r A A0�w�a + t t + r� + +0.6 0.2 •a 6 + +°6 0.6 0.2 � 1 +0 +-b 0 +0.1 + U 0.2 0.2 + + 0.7 c- + . \-� C s F +p- s +0.1 + 1 1W �_ T D 0 '%. t • v, U. + t W 0,2 + `p-•-._.._..rr as 0 0 .l' 4;�. t t +0.1 _ 0.3 _ 01 �, .a... + +0.2 0.3 0.2 Li + + ' 0 0 0.0 t' 1 I +0.2 0.2 +- + +0.5 p=1 CE + ^Q + 0.2 0,2 0.0 F N - + + M -_ _ __ b _ A.II j yy[/^ 0.0 ®..gryq®T (�.r$�/ + gip( �ypp pq� 0, J D'T .0. .� °'>"5' ti -:E' -- �, 1es- Q,Om +OA 0.0 A C'Att p Amey" ..�...... [,.gg, wg,g('pg qy�sf` 8„a> P4F9CF 4"� ! + �/}�=ja7 .17-YL 7'Lf9'{r p /��'/}{B . .A I-aF••A+ P Y; C. `Y>•a + °.° ° a aL !',•(y(� :.1� UN 1AVf:V Vd i t 1 ' fe_Fj7F_-D M17V + V F �^�, M , 0.1 .+»-- +0.° q..Se 0.0 t c�.j �ry� n '+ +°.° 0.1 G'<° °.° Z rqc ✓ + p.° 0.0 f a' ........ + °�° CYb , w [ + + p.0 a. ., 0.0CS f`1»`:tJ + + ,r o + 'rt 0. + + p. <,a I ►o° S 6202013911 t W 352, 65' I4 ) Y,0., x�o a ;` I S 62 >�0 3 9 I�/ bwlI t 194, 18 I 0 1 xoo xoo 1 I I I f I I xao i I f I c � I. b 1 � � �•'. , � I I t I . � SCHEDULE `0 GENERAL NOTE: SYMBOL LABEL QUANTITY MANUFACTURER CATALOG NUMBER NUMBER OF LAMPS LUMENS PER LAMP TOTAL LUMENS WATTAGE �---ti THERE SHALL BE NO PUBLIC ADDRESS SYSTEM b A A 2 Lithonia Lighting DSX1 LED P1 30K T4M 1 6,327 12,654 54GO `� 1 # MVOLT HS 3 1 I B 6 Lithonia Lighting DSX1 LED P2 30K T5W 1 8,517 51,102 70 B# MVOLT b C# C 3 Lithonia Lighting DSX1 LED PI 30K T2M 1 6,483 19,449 54 MVOLT HS D 2 Lithonia Lighting DSX1 LED P2 30K TIS 1 6,457 12,914 70 `Q I D# MVOLT HS 1 � I E 2 Lithonia Lighting DSX1 LED P1 30K T5W 1 6,667 13,334 54 GO E# M V LT IvIDDDS O j TOTAL: 109,453 � � n aStatistics 0 Description Symbol Avg Max Min Max/Min Avg/Min Parking Lot 0 6 0.7 fc 6.0 fc 0.2 fc 30.0:1 3.5:1 C , ,p•� &) t u PON Luminaire Locations - _ - _______ _ ccr cR r SI Eft LK _-*-_ _ __ OH GN off GN of Location > No. Label X Y MH Orientation Tilt - S 6 0 °30'4 9 " W °� � �M-1��s % 1 A 1434486 349215.3 16 329.74 0 PP PL A CE !±_W_W-W-W-W-W- i3 11 1 B 1434484 349346.4 20 329.84 0 w w w W w w�w W W W w w E _ IV FE D W W W �- F 2 B 1434387 349335.4 20 325.11 0 JAN 27 2022 � 2 A 1434594 349271.2 16 333.43 0 SITE PLAN �Southcald -I ownn a� 3 B 1434255 349271.2 20 329.27 0 » 9 SCALE: 1 =20 Planning Boar 4 B 1434514 349461.7 20 329.73 0 5 B 1434113 349276.2 20 329.27 0 6 B 1434159 349319.6 16 330.94 0 DATE BY DESCRIPTION APPROV. BY 0 1 C 1434219 349071.5 14 333.43 0 REVISIONS CIL C: 2 C 1434425 349478 20 332.11 0 TOWN O F S O U T H O L D C) c� 3 C 1434232 349375.2 20 332.7 0 SUFFOLK COUNTY NEW YORK E 0 1 D 1434304 349400.6 18 62.8 0 GREENPORT MEDICAL OFFICES AND 0 2 D 1434348 349423.8 16 239.01 o RESIDENCES N00 N 1 E 1434305 349167.5 20 330.91 0 0 2 E 1434397 349215.2 20 330.94 0 pF NEW PROPOSED LIGHTING PLAN Ota G.o�ay��'� CN u '� L. K. McLEAN ASSOCIATES, P.C. N ,.`tsb L]G } CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 ' 9 y MF/CFD scale: AS NOTED Sheet No. Q THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS `r ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � f cy � Designed B (�f AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS r•S UNDER THE DIRECTION OF A LICENSED PROFESSIONAL b PROFESSIONAL ENGINEER LTTEERRATIONS ARE MADE,DA1ADEAT, TAND HE � �' � =eke=1t�'�5��° Drawn By: MF Date: JANUARY 2022 � / DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE C 6 DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW SECTION 7209-2). Approved By: RGD File No. 21038.000 x 172 X 1619 X 16.5 X 16.4 X 16.3 X 16.0 x 1612 X 16.4 X 16.5 X 18.6 X 16,6 1 -_,X\70 X17.5 X17.9 � X 18.2 X 19t X 16.4 �'^ X 19.1 -------- -----------------16--- NERTH READ CS,R r25) ___,,;_,_ _`,19' _ PRESERVE AND PROTECT EXISTING 10 OAK TREE ,rr ------ N 61 °55'09 " E _ 498, 741 _,j8,` X 17,2 / r IM=1575 1 r \ + ,\ RIM=15.80 / r,_11' I57 ,►385 \ 1M=16 08 � ` T -.- T --� I59 15.9 X �5.7 --- -_f' T S 5 -T---- T T B E T- --- V' __ CnNrRF TE CURB l/ '-- rr r�16.�EER I------------------- - _.---_- _----- EAST - °a�.:� - _ --.._---_.-- L___ ---- .. --_X -_ �s�--x x 1 / CI , _ _WA K T ---T -- T ------- / _ _ I /r' 16 x 1 ..16.0 .... .. -_ T - ---- -----j ----------- _-----'----- --Q-. _ _ _ X/94 �__ T -----------/ �� y _ "" , --, IfIFWP 1111 ' NORTH CONCRETE SIDEWALK MON 1 /i i�r . . ! «'-. PE .""`PE J F ; - �-PE. I .=�.-' x \\ - - - - _ _ 11 � / �r3! / / f 1 '�11 �' WOOfl FENCE - - - X 17.6 { <�/ �l�i .. "o r �• - � �. . . . !0. . l - STOP , .1 i -�,r„ - ""',." - .r` :r �N 10 . -•y . : -' 4 � ,,,,�, tJO `L• i X16.7i/, .1 11 / ` r ` iS'1DPE 6'1OPCi ..� t Y > �'. -.-,-e i 1 F r \ \ \ l y \ I /' ; ' � r �`ti/ ...../ 1.111:/ / 1 • ' ; . : r. l 1 1 I" �\ V O / a r 01 / �' i ,_ / w`\, `11 "�g,.1�t.._- -e" �B„ , ...`"'......�$ .8 �.�$» N ,....w..Q»tf�" " •�» i yUAW .11AAL _ � 11 - ( - ' � 11 X 17,4 / ' , . - aT'" $ .� - - X.'`•. . - r - / <t /\ 1, 11 I � I I . 1 g / i / � / . . */ , - I I 1,�I . __ )U.�I-1111.� �E�� .- . . � -0 . . �f �I EM . . . I 11 // / . ' / ' s / r *....� c j . . . I . . I L ! - . f� . • • , PROPOSED BLDG #2 \ • i y " ~ • J PRQPQSED BLDG. 3 / PRESERVE AND PROTECT ALL I' ,:..- . q EXISTING TREES ALONG . e. 1ST FLOOR 1648 SF 1ST FLOOR 1523 SF ,., PROPERTY LINE /, X16.9 / / �• 1,...- - <f f$. `}. K ..rw---� , � ' t MEDICAL OFFICES Io• Y= .�' i 1 1 .:. w e i 1 r: . �: J. I ,. --�.-'""� � �` 2ND FLflaR \ � � �. � � MEDICAL OFFICES a �' f 2ND FLOOR t ., I . , ' ' 11 • 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN 16,5 _ ' '`� 451 -6030 SF ` �' ' .I > I. xxl6. : ' : . ' : • : ,- : . _ \1 5 , . 451 --600 SF e .�: 4 BLDG 16,1 6.1 . . ' HOUSING UNITS \\ ` � 5 HOUSING UNITS . . e N ; _1x1 . '/, .�: • • � ,^., PRESERVE AMD PROTECT EXISTING 6 TREE �' x �,_ I 16.B i . E :1: • : - . . . . . • LESS THEN •450 SF E 450 SF ' » ,.•-. LESS TH N . \ � 9' l!F.F.E.=18.0 F.F.E.=19.0 RIM=16.00 1 `j ;PRESERVE AND PROTECT EXISTING 18 TREE; "" "- - �-� ' ~~--- 1 } e \ " / �` f BLD �. k n < .. f �111N g I ." ter / '\ �1 t t \ { 4 ". by�,, 11 / t ' . ' • ' ' . ' ..� ' , . . r 1 , ` `' LDG / t . : - , • • , . . . . : . . . , . . . • . I t.-�'° . . • . . . . . J x f / 1 ' , ttj - - W _ / I . . *) , l . . f 1 - / ` t - • . \^ 1 / I-1. . : ¢ ,,,..� • . • . ' • _ • . ' . ' . . . : - , ' : • ' . ' • • . • . ' . : • . . _ _..... .... _... _ - -...... ..- -' 11 t ,�, - -1 / 16.0 11 Y' / , , , * * , , * , , , * * ...q-� F I I, : . : ' /y `�� .,,, / r -_�\ ~ '° oe " ?" l / 7ho11, r ,., , I III!" k . . .. . .,�, -/ . 4-y -.11, _7 1 : � I I � - _/W� � , :N=M% offlpm ,mmiiiiiiii- 1. IS - . -•'# Q .T •+.;, y;\ Qpg A : � `r I . : • : • : . : - T r----�r----�T T T r t�,»-.-T r t r t-----r-�-�-�-�.-� --r t r r t T r r r. _�. • . -. 1 1 i 6 D G-------0 ---�8 G�----^G G G R & G C G 0 D-----^-B--___0_ 13 -. .G ...«w..-!� -- ---13 C 11 l ox . I 00 .� '• y 1 11 i. \,1 . . . - I - , - . . . . . . . "''. I I � . I .I . . . . . / . I 't a .; ,,'K, w'` 1 • . . '�. S S �, S 5- - 5-.-....--5 S S S S S 5- -^5-----WS 5-- •S S S 5- -& S S S S S S----^-S $ : : : : : • : ' : : : . : ' : . ' ' : ' • ' 1 : : : n. Vis. /X 19.1 ' PROPOSED BLDG. , 1 / . ' . ' . X 15.5 I �t 1 . : : : -.,. ""'�, - - -.... .>, � - _ - \ 1ST FLOOR 1676 SF t :: ." / TLS '" '" 1 �- 1 H i't 1 : �• . ' : • : ' MEDICAL Q F F C is�,aP�-.�1 1 ----E--"�E--„«.»-E-----E E---�E . E . . : - . - . f I M 11 : ' • ! ' 0 ; . . .�. . 2ND FLOOR . ,./ 1. , .~'' `~'' Z:.` . . . . : : \, N . j , . . ' \: ;; . . . 5 HOUSING UNITS BETWEEN ' s - . ; - . ° . . . ^- : . : . : . :* _ - - - - - A/F\ I 1, �'1 451 --600 SF _ ^ ; o'- `f.• 1 1 a „r . 1910 x i \�W 5 HOUSING UNITS •� PROPOSED BLDG. : `� : . : ,/ �_ ` y ... _� '� f, LESS THEN 450 SF t 1 / 4 . ' . W 1 / �� i. . . : ._. : . . . . . : (F.F.E.--17.0'} 1�..,� ��J. � 11 ~' 1ST FLOOR 4847 SF . : ' . • : : j 3 ,1 1 . : • . . y If: • . . . : :� NON--MEDICAL OFFICES % � Z QD- D I ' . y 2ND FLOOR : r Q r-+ \ t_.., ; ' . • . : , . • . . . F p 5 HOUSING UNITS BETWEEN � • . � ',` r--� z 31.�Ie ��(' �"'� I ` • . . . /' 1 • E- r'-,' ` ^. r-% r_. 45 1 � 600 1SF . ( � {� \ y' ,� 't` CD X14.9 � fn I " , . . . • . . . ( S H 5 HOUSING UNITS XI�s.J `>�"., ,� 14.3{ (� r ^ a ` _ . , . • . . . . i ` )^^_i � ilS'Hllt'C �� Ea r LESS THEN 450 SF . Xlg., __.;,, tI O _s� . . `� 11 . f'$�'�JFS-�-r-- >(/ r • , i i -A � - ,� � - �' - t F.F r E.=2 0.0'} �''•. i5 l] / � . . . . . . . . . . . . + I . : . �' I � . .1 � I . 0- \ �_t (� t _--e . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I � I / '. � i . . . . t - - . r --, . J f - . , . . , . . . . . . . . . • • , t ( - y . • - ,j' :� V `^ \ .�- - - - - ,� - - . - - - - - , • • . . • • \✓ f - -- -�f 78.0 •`,,' MON FEN 0,21E - \n w/ / xla ,-FEN DI'E r + X18.1 - - I' ' r - '` X17.6 \ L.! T1101� - 1 \ V . . . - ' : : ' • . . ' : - . : ' . ' - . �• : ' ' • ' • . . >> o ,a o p ,�q--D` / / x vs \ u ( n . r 1 \ - \_/1 X 14.5 - .l' - - r`W,. /-•,` . . . . . . . X/6.] 1 Y `��' ti � • - s y .. . , J'� PRESERVE A PROTECT XISTIN REE ,� I 7 r ..- / _ -._ , - _ . . _- x176 x17 7 1 SC y t N 180 p� 15 i RIM=1388 l /; _ /rl E • / E ;' at/ P h . ��(W.8 i I\ �' - 7: r T, f L - - .i 1 P 1 C 15 jj r i' / F `I > 0- ,� f` ^ 9 - r�° J eY � t A I 1 ;r.4 r�. f > ." „ .fix �� i CB 60D SE � r', Y fY 3 6 f: - t J y I Y> W & j f <J'• 'X 16.6 I 'I r1 f �y /.' � X c' f� r' Jj• _ J1 1� yF !�L f S Y kY J I \ O T } �{ 1 6� - `fi CP 6 1 �11 7 �''r 1 1 1 �,. 0.3'W 1 FEN l O> CB MAG SET - --------------- �,,,, '- .. _� �� .....__- _� 16.6 \ .._..._-_ - ASPH, - - UNPAVED DWY x 6' PVC FENCE MON HED ¢moo `'' r x MON ` . -. ;�., ! r f .�'.#F i �. / MON ~\ 139\ 4.5 ___ �,.Ti U PRESERVE AND PROTECT ALL EXISTING TREES ALONG PROPERTY LINE ' / HED 6' STKD FENCE // SHED i I.o,�.� 1�0_ IA '^\ ,i1 S /., MON °j \ S D SHED X r4,5 I / / w t PRESERVE AND PROTECT ALL z t000.o S 6202013911 W EXISTING TREES ALONG Z? o M 352, 6 5 PROPERTY LINE '" q w Z ' S 6 2 �0 3 9 W 194,18 ' 1. �1 ' ' SHED w Ln 1\\ O I �`� �� P L A N T M A T E R I A L L I S T ' PRESERVE AND PROTECT ALL 0 EXISTING TREES ALONG SYMBOL KEY QUANT. BOTANICAL NAME COMMON NAME SIZE & TYPE SPACING NOTES * PROPERTY LINE 1 PLANTING NOTES: \ H \ FERTILIZER/PEST MANAGEMENT NOTES: (D ArOG tl- ACER RUBRUM 'OCTOBER OCTOBER GLORY RED 2.5"-3" AS SHOWN DECIDUOUS (v � GLORY' MAPLE CAL. SHADE TREE 1. PLANT MATERIAL SIZE & TYPE SHALL FOLLOW THE LATEST (v N ! ` �- '� 1. THE USE OF INTEGRATED PEST MANAGEMENT (IPM) STRATEGIES Al SERVICEBERRY 2"-2,5" AS SHOWN DECIDUOUS "AMERICAN STANDARD FOR NURSERY STOCK" - ARE REQUIRED. cJ AMELANCHIER LAE`✓IS (ANSI) AS PUBLISHED BY CAL. SMALL TREE THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION. � r 2. THE APPLICATION OF SYNTHETIC HERBICIDES AND PESTICIDES I Alc CUMULUS SERVICEBERRY 2"-2.5" AS SHOWN NARROW 2. ALL PROPOSED PLANTINGS SHALL BE IRRIGATED WITH AN � '" � ON-SITE ARE PROHIBITED. 22 AMELANCHIER LAE`✓IS 'CUMULUS' CAL. DECIDUOUS APPROVED UNDERGROUND SYSTEM. DRIP IRRIGATION SHALL BE USED AT V__A I ' � 3. THE USE OF PESTICIDES ON AND AROUND SURFACE WATERS TREE ALL PLANTING BEDS AROUND BUILDINGS AND PARKING AREAS. I N T__A (WETLANDS, STORM WATER CONTROLS, PONDING) IS PROHIBITED. Cc 4 CARPINUS CAROLINIANA AMERICAN HORNBEAM 2"-2.5" AS SHOWN DECIDUOUS 3. ALL PROPOSED STREET TREES SHALL BE WIRE FRIENDLY TREES , 4. THE APPLICATION OF INTEGRATED PEST MANAGEMENT IS CAL. TREE AND SHALL BE A MIN. 5' SETBACK FROM RIGHT OF WAY. x16• ENCOURAGED. ALBA REDBUD AS SHOWN 5. FERTILIZER CcA 1 1 CERCIS CANADENSIS #15 DECIDUOUS 4. SEE SITE PLANS FOR OTHER NOTES AND SITE FEATURES, \ ' � WILL BE APPLIED ONLY AFTER IT HAS BEEN 'ALBA' CONTAINER SMALL TREE MATERIALS AND SURFACES NOT PLANTED. \ DETERMINED TO BE NECESSARY BY SOIL TEST, AND ONLY IN THE N SMALLEST AMOUNT NECESSARY. Cf 5 CORNUS FLORIDA WHITE DOGWOOD 2"-2.5" AS SHOWN DECIDUOUS 5. AN ORGANIC MATTER SOIL AMENDMENT (I.E. COMPOSTED LEAF � CAL. SMALL TREE MOLD) WILL BE INCORPORATED INTO THE TOPSOIL AT A RATIO OF ONE `-4 � 6. ONLY ORGANIC-BASED NITROGEN FERTILIZER WITH A PART ORGANIC MATTER TO TWO PARTS NATIVE TOPSOIL TO INCREASE ' N `� LOW-NITROGEN NUTRIENT RATIO AND HIGH PERCENTAGE OF Qa 4 QUERCUS ALBA WHITE OAK 2.5"-3" AS SHOWN DECIDUOUS ITS WATER-HOLDING CAPACITY. 1 � WO TEE-INSOLUBLE NITROGEN (WIN), 50 PERCENT MINIMUM IS PERMITTED CAL. SHADE TREE " 1, 1 1 B USED. THIS PRACTICE WILL ALLOW FOR SLOW RELEASE OF 31 PINUS STROBUS EASTERN WHITE PINE 6'-8' HT., 7' O.C. EVERGREEN 6. COARSE MULCH AT A MINIMUM DEPTH OF 3" IS REQUIRED ON ALL NITROGEN, DRIVEN ONLY BY BIOLOGICAL ACTIVITY, TYPICALLY IN SOIL -� � Ps B&B TREE PLANTED MATERIAL. 0 1 M TEMPERATURES ABOVE 55' F, AND WILL PREVENT NITROGEN LEACHING. EVERGREEN 7. ALL TREES AND LANDSCAPING ARE REQUIRED TO BE MAINTAINED ' ' 0 0 10 16 ILEX OPACA AMERICAN HOLLY 6'-8HT., 7 O.C. '1 WL7ODS 7. A MAXIMUM OF 1 LB OF NITROGEN PER 1 000 SQUARE FEET IN CL E�DB&B TREE BY THE PROPERTY OWNER AS SHOWN ON THE APPROVED SITE PLAN. , (� ANY ONE APPLICATION WITH CUMULATIVE APPLICATION OF NO MORE SHOULD A TREE DIE OR OTHERWISE BE DESTROYED IT MUST BE Q To 46 THUJA OCCIDENTALIS NORTHERN WHITE CEDAR 6'-8', #5 7' O.C. TALL REPLACED WITH THE SAME SPEC ' 1� (� THAN 2 LBS PER 1,000 SQUARE FEET PER YEAR IS PERMITTED. IES AND SIZE AS SHOWN ON THE °- I'?- 0 (ARBORVITAE) CONTAINER EVERGREEN APPROVED SITE PLAN WITHIN 6 MONTHS. ANY CHANGE IN TREE OR ' 8. THE USE OF PHOSPHOROUS CONTAINING LAWN FERTILIZER IS ° HEDGE LANDSCAPING SPECIES MUST BE APPROVED IN WRITING BY THE _z ', I PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS 6 -8 5 7 O.C. TALL THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS. FERTILIZER _ JV 46 JUNIPERUS VIRGIN'IANA EASTERN RED CEDAR # PLANNING BOARD. ' C CONTAINER EVERGREEN ; '1, x16.8 1 ' LABELS HAVE THREE BOLD NUMBERS. THE NUMBER IN THE MIDDLE IS a HEDGE 8. ANY TREE NOT SHOWN WITH SHRUBS LOCATED AROUND THE BASE + X16'4 THE PERCENTAGE OF PHOSPHORUS IN THE PRODUCT, E.G. 22-0-15. C� Am 166 ARONIA MELANOCARPA BLACK CHOKEBERRY #3 3' O.C. FRUITING OF THE TREE SHALL BE PLANTED WITH A 5' RADIUS MULCHING BED I/ ,� USE OF PRODUCTS WITH 0.67 IN THE MIDDLE OR LOWER IS NOT 0) CONTAINER SHRUB FROM THE CENTER OF THE TREE. \___---_ / RESTRICTED. PRODUCTS WITH A NUMBER HIGHER THAN 0.67 MAY ONLY dG G' CaSC 166 CLETHRA ALNIFOLIA x SIXTEEN CANDLES #3 3' O.C. FLOWERING ��,-__ �,' BE USED IF A NEW LAWN IS BEING ESTABLISHED OR A SOIL TEST ' S' SUMM=RSWEET CONTAINER SHRUB ® - -- ._..---�0 i 1 INDICATES IT IS NECESSARY. SIXTEEN CANDLE.• i o C� Hp 166 HYPERICUM PROLIFICUM AARON'S BEARD #3 3' O.C. FLOWERING - 1`� _ MON ', _ �" MON - I _ --_- % _r --- e----.-- - CONTAINER GROUNDCOVER '� CONCRETE SIDEWALK t __ s _ r__ -ft ------- IvLH 166 ITEA VIRGINICA SPRICH VIRGINIA SWEETSPIRE #3 3 O.C. FLOWERING -------- -_-_-_____ _ _ __ _ _-. --- --'-R- 0 , , --- -- --14-...--------- LITTLE HENRY CONTAINER SHRUB ------ - -� ° �x / ®R3!'l2.X 13.3 �. < \ U DrKO 112 DIERVILLA RIVULARIS x KODIAK ORANGE BUSH #5 5 O.C. FLOWERING S 6 0 30 4 9 1 132 ®RIM-13.21 P� z I��E D C- - 'KODIAK ORANGE' HONEYSUCKLE CONTAINER SHRUB I _u Mp 112 MORELLA PENSYLVANICA NORTHERN BAYBERRY #5 5' O.C. FRUITING KNAPP PLACE JAPd 2022 ONTAINER SHRUB Southo d Town > 6G90UVdBM 112 VIBURNUM DENTATUM BLUE MUFFIN 5 5 O.C. FRUITING 'BLUE MUFFIN' ARROWWOOD CONTAINER SHRUB Planning Board U) IgS 62 ILEX GLABRA 'SHAMROCK' SHAMROCK INKBERRY 18"-24"' 3' O.C. COMPACT E HT., B&B EVERGREEN SITE PLAN NOTES AND CONDITIONS: DATE BY DESCRIPTION APPROV. BY U ChP 62 CEPHALOTAXUS YEWTOPIA (COMPACT #3 3 O.C. COMPACT 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. HARRINGTONIA PLANIA CONTAINER EVERGREEN 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. REVISIONS a� JAPANESE PLUM YEW) ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. [' D OR ALT. TAXUS X MEDIA 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, TOWN 0 r S 0 U T H 0 L D 'HICKSII' OR ALT. HICKS YEW AUGUST 23, 2021. 3 3' O.C. COMPACT 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN SUFFOLK COUNTY NEW YORK ToHM 62 THUJA OCCIDENTALIS HETZ S MIDGET # ASSOC.. P.C. I E so" 'HETI MIDGET' ARBORVITAE CONTAINER EVERGREEN 0 20 a0 Feet 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. G R E E N P 0 RT MEDICAL OFFICES A N D N o �O* PvRR 100 PANICUM VIRGATUM RUBY RUBY RIBBONS- SWITCH #3 3' O.C. ORNAMENTAL SCALE: 1 " = 20' RESIDENCES N Q RIBBONS- jf'RR1') GRASS CONTAINER GRASS E �. - I . �� YfGS 30 YUCCA FILAMENTOSA GOLDEN SWORD YUCCA #3 3' O.C. ORNAMENTAL CONTAINER GRASSLIKE SOF NE y LANDSCAPE PLAN CN �� GOLDEN SWORD EVERGREEN ��P G. I � A . ... ... .... .. . Q s� � , c ASSOCIATES, P.C. N o 4 DEPTH TOPSOIL AND SOD _,. . .____,._..,�_. THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS r� Sheet No. N O \ �/ ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS � •l�, ,' Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS ITS (� I PRESERVE AND PROTECT EXISTING TREES ( SEE DEMOLITION PLAN FOR UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �_IViJ�, �C,�05 L N / - GEXISTING DECIDUOUS TREE ENGINEER, WHERE SUCH ALTERATIONS ARE MADE. THE Drawn B MF Date: JANUARY 2022 � LOCATIONS AND SIZES WITH INCHES CALIPER MEASURED AT DBH ) DPESROFESSCRIBE ONALFENGiINE�ExrM�SIGN.LSM DATE ANNDFE E>�y -_ ��t'\ y EXISTING EVERGREEN TREE DRAWING AND/OR IN THE SPECIFICATION (NYS ED. LAW -TCC C 7 SECTION 7209-2). Approved By: RGD File No. 21038.000 -r �-• W W W W L W W W 'V V w w 'V W V w W w V V---:. V V W V 'V W 'V V V V V V V V V V V V V V V W V V V 'V W W V_ SITE LEGEND: PROPERTY LINE ` -� O PROPOSED 8 NUMBER OF PARKING STALLS N 61 *5510911 // - PROPOSED 160 ROUTE 25 y�R Ty �� D CAP RIM=15,75 55 0 9 SIGN 498, 741 ACCOESSIBDLEAPARKWGDA DISTALL #385 RIM-15.80 IM-16.08 !11 7 - T L----- ----____-- ------ --------------__-J_+ __-- DH DH OH DH DH f``• DH DH PROPOSED ADA HANDICAP I T ER t-I CONCRE E T - T -7-------- -------- - --------- 1-----------�----CH- OH � ---------- off C3 off ----ON----aH -- OH ----�----DH---- �-----"--O - ACCESSIBLE CROSS WALK T _ _ _ A --------- --_-- --- c - } < T ORTH DEI,TAL MON -- $ r ! J ,. 1 { �,lw ,. - - - - T1 PROPOSED SIGN/TYPE / ,, l 11 tltt ,ORINi -x z <�/ �> ' � f / • • . • ' . " • •10',DAK . . : -E. „ WOOD FENCE �-► TRAFFIC FLOW ARROW S O 1��'9 ; STA ... 24 j.STOP° BAR : ' K' : ' : . _ �r I 1 y / . ' (TYP,) , . x . • " I I I I . . I O. -6. "-a " t \ ty\ #� '', "I " 11 I - I . : I . . . . . . . . . . % I - I � P'SP0. $ 'M' �. 3 o�,/ � s . . ' ' . : . . • , / y. � ,KING STALLS ''x% RESERVED d..y"f' G t d PRI ALt w� , , , � ' +. { 1: - - ,. - - � 7.. "ti b 1 4 y A PARKING jd �.:, 4"I `� • . ' • ' : ; I o SEE SIGN e rr�I u FOR c • . • . t , , I r : . : : A : : In�r x I Fal PARKING IBLE I I � I I . I' ll�� ,;f 7 111111111111111111111 . . . . . . . I ' I 1 r d / 1 d : . f • I 11 I �, I " 1� I . • . . . : � o' °% . DETAIL " I , � . . . . . . . I . . . . . . . . . I ' ' I ,� �1 , --- 117 . . . I - . . . . "' f 4 . . . . . - �, I ,4', . I I V I _ I . . . . r VAN . . n , 3, :S „5� : ' • ' • PROPOSED BLDG. 2 : ' • . ;: '. - I 1k ' . . . ' : ' ,: 1ST FLOOR 1648 SF : ,° PROPOSED BLDG. #3 7� M ACCESSIBLE . . rr l • " ;�^ MEDICAL OFFICES tS p�^ `k 1ST FLOOR 1523 SF o �rjy • . ' • ARKING STALLS 1 MEDICAL OFFICES _� '�� `� 2ND' FLOOR NNt� PA�KtNGM I � �w . ' 5 N UNITS B TW HATCH MARKINGS% tl 2ND FLOOR , � HOUS1 G E EEN 5 HOUSING UNITS BETWEEN 451 -600 SF I E E . - - - - - �`a :;i `''a 451 -600 SF `° - - r •B�• l�f '�# Bt,D6 1.S' x �.' O 5 HOUSING UNITS 1 .r < 5 HOUSING UNITS g° 1. I : ; : : : : . : R. ., : : : : . : : : : LESS THEN 450 SF y \ , ' ,: . . .' : � ` Ic I •Ora . . °, `" LESS THEN 450 SF ; " . o,9'E z =16,00 . . . : „ (F.F.E,-18«0 } ;fin �F F E 19.0' 17 PA AL 2x2» RIM BLDG STEEL POST I ;1 ,r ( ) e 1 • • . . . . .. C � � . . .� N,. a 1 • y- a- u r ti, 4 r ! >'` d. } �� ) . • . : - . . .N - . ,~ .'l am - f - - �t' 8 A ALLS ,, a I d E I • . • . . . • . • . . . : • : • �" g • . , . : . . . . : : . �. • , o BLDG 0.7 I _ i L . . • . . . . . . • . . . • . . ' . . , . . , . . . : • . , . : • . . . . . . . , . . . � . . • . ' . . • . . ' . . . . ' • . • . ' . : • . 6.. . I I CONCRETE BASE n , _ c ' • . • . ' • . . ' • : ' . . . . . . . . ' : ' . ' • . • , ' . ' • . • • ' • . . : : • . . . • . ' , ' . . • . • • ' . • . • • ' . . , . • , ' • . • : . : t y( , - - - - (A 54 ' (`� �.,� : . ' 11 . ' . � ;''f d '� ' •S3 4 . • • 11 . . S3 4 3 , ` � K T 1 1 Y� { �"v t - 11 rte. 7, ,-r` ,g �.11 I \V 1 t�/ ... i .' l11 `w, � _ _®ems 000o I �\ I 6 : r :b: .� ` .' <1 1-11-111-11, , ` ;%i° e 7 PARKING S L :r Li mom "I 11y 5 L 01 f;. -> J .. � I � I , . I t7 L _ . . . . . . . : : . • . • . . . . ° •` . ' 10 AK ING STAL I - '- - • • ,a r . . d I1. % k �. oa°o° : f �0: � /;�,- I i 24 STOP BAR . / �f 1 . � r if r 7 �' s CCC!!!! C� ` .„ d . ter; SIGNAGE FOR ( ^ I : . . . . j 8` . . . . . . , > CROSSWALK MARKINGS , . . _ • . . . . . . • ` �, I vJ . . . : . . . . . . . : _ . . . . . : ACCESSIBLE A (�.) --� . : ' • : ' . . . . . . : : . : : 0 : ' : : • : : 06-. , H` < PARKING tot : • . 0 � 1 N.T.S. I . ; : : . . . PROPOSED BLDG. #1 . E 1ST FLOOR 1676 SF ,- w �, M 1 `I . • . . . : . : . . • . ' . ' • : : : . . . • MEDICAL OFFICES t"" . . . . 8. L I,� 5 HOU 2ND FLOOR � 3 : . . . . • . : . 6 Ong-1�. �,;Z ; SING UNITS BETWEEN f < - - I `�` . : ' . . . . . 451 --600 SF RK t+IG A 18 P RI I STAL . . . . . . . . . . . . . 6• \� �/. o ^� t . . G , , 6 ` • . • . . . . . . �� _.... . 5 HOUSING UNITS d u " PROPOSED BLDG. #4 Z I I� : : ' : . . LESS THEN 450 SF ' . . : d .< . ,' : . : : . : : • : �, y ., `II . • . . ' : ' • . . (F.F. 17,0' :� 1ST FLOOR 4847 SF : . ' : . Y ' ,�IIri �x • . _ . ' . • . . . Ma NON-MEDICAL OFFICES . • . ' . . ' . e. -, _ ' �k . . ' . . . : : . 4,, : . . - . . . . 2ND FLOOR . . . : . : . • . . z �--� ;w Q'I : : . : . • . . � 4" WHITE PARKINGS 5 HOUSING UNITS BETWEEN . : : . . : >`� F � I \_ 3 I . , "NO PARKING" STALL UNE (TYP.} 451 -600 SF � t W . I . . : . . HATCH MARKINGS • of 5 HOUSING UNITS . . 8' n z . • . _M . . . . , 3 ` �� LESS THEN 450 SF : ' . O NOTE: ALL SIGNS SHALL c r--I ` . ' : ' : • : . ;;-' '; ,i {FeF.E.=20«0'� , BE IN ACCORDANCE WITH • . s f : ' : . . 0�,, �r-, THE NEW YORK STATE r- � t 14 STAL I \ , () . . . • ,,._ .Y.. . . : . : : . . : : . . ...-.1 MANUAL OF UNIFORM rn e M • . ' . . . . • : ' . ' . TRAFFIC CONTROL DEVICES. cin �.1 . . l� v ) _ . I , Q 10 . ' . • • • . ' • . . . , IF- 1. t = A O v . ' , . - . . . • . . . . ' . . - . . . • . ' . . . • . . . . . • . . : . . . • . MON FEN0,2'E_ _ I I . . , . `r FEN - 8.' ): : w, l' 6- z z 1.( .8. . . . ' 6: . . . ' . . . . ' . : ROADWAY _I i-III-I I I I I I_I I_I 1 X111-III= t 11 F%�iz.j I. . !� • - . ' . . - . J� � . . . ' z% =IIITlll-, 111-W=1 � . - � I...'' w . .cr T • . - T�TAT• " ",;�1111 _.. 6 _._._ .., ., , . -. ..,._._ - _, _. _,.,- ..-, _ , _. ., .. _� \_ .24 STOP BAR STOP SIGN PLACEMENT DETAIL (TYP. V,+ j 11"`/ jQ+ ,,, i ,s., : t 1. . �, : 5.y rz �, &„ N.T.S. r `r F� �. , 4` i t I N T RIM- , 4% l 13 88 } �v I t yf f r , n y> fr _w Kr � ti rF" , w , ., .. j _ F r^ 'r •� ti r `�.' I,. r. `f r �, `r f i j f f r N: f°; w q'' %f�` YF`� F''. /. M1 t�. "r <t> ��:^i,A +1, r.,'< `F, �/ J' s,J .,` dr O"V. "`r2 .E� UZ d" i I f, ��r. {y 3° sz, `r �' F',` EBP 1 6f 1 Y-y"� 6- y, - `r I s f _ N ASPN. �_�� UNPAVED DWY DACE x 6' PVC FENCE MDN 1 8 �96.6 ... _ _.._.. 6,. - qT x N I6. MON MON 6' IQ • 0Ic�. M�, x I L' 1 6' STKD F s I vX SFIED T'�'jo. `y �. c'-Iia SHED ENCS MON 114 6 1� SI D I z" 1 1 cn z N S 62 '2013911Wkf� 352, 6 5/ � 111 1 w w Z / 1 S 62 �0 39 W N �1 w1 194, 18 1 1� % I 0 1 1 1 1 1 SIGNAGE ' , FOR IACCESSIBLE c 1 PARKING I 1 \ I \ CU 1 5.0' . 0„ LANDING REVEAL .1 ` i DROP CURB ?v I-- 6.0' 0 I.S• 75• f. NOTE: R-ao• 1 [-24" 1' SIGN HEIGHT SHALL BE SET 'y Ytw' - »1' TO MAKE IT CLEARLY VISIBLE 3 CONC. WHEEL '`` 0' 5.0' ? • a • TO ALL PEOPLE WITHIN THE � STOP (TYP.) r3., DRIVER'S SEAT OF ANY \ 4" (TYP.} ( - S N s-so» I 12 _..� VEHICLE \ \ f 4" TYP. 4 'T , • I-., • o .12- GREEN BORDER (3/8") AND c----A I BLUE 11/� �32- I ?� 2 RESERVE LETTERING (2" HEIGHT) % \ ) (: PAVEMENT 11 P> ,` , l I WHITE BACKGROUND AND 12�{ - R-28- 1� -� I--1z?' P tR I G 3 8" MARGIN � MARKINGS . � �`! ,_,''' 12,. RIGHT TURNING ARROW ARROW CROSSWALK (WHITE) 4• r''�� 1 g'n,,, �8'• ' / ': / (�jOJ BLUE INTERNATIONAL O WHITE WHITE N.T.S. ) SYMBOL OF ACCESSIBILITY WOODS % O N.T.S. N.T.S. DOUBLE LINE - FULL BARRIER �. M �, 3'-0- (TYP.) �12" (TYP.) NOTES; YELLOW 3/8" GREEN BORDER ` , ' 7�4 . pg,i BE IN ACCORDANCE KINGS WITH THALL N.T.S. 1 g• ,� I 1 1/2 GREEN LETTERING FEDERAL MANUAL ON UNIFORM �?� 1�_?'' TRAFFIC CONTROL DEVICES k SOLID LINE WHITE THE NEW YORK STATE I �,.,..,,�„�.�,.,�,w,..,,, CROSSHATCHING MA14UALMON UNIFORM TRAFFIC WHITE BACKGROUND AND STOP LINE N.T.S. s•• Accesslc�l WHITE CONTROL DEVICES. j 3/8 MARGIN WHITE ��• N.T.S. N.T.S. SIGNAGE FOR ACCESSIBLE PARKING PAVEMENT MARKING DETAILS N.T.S. N.T.S. I i" ON I I IM17N �- -1 SIGN TEXT DATA TABLE ON - - - ---r- ------ --------CuNCRETEDISIDEWALK�---_ -_- -�- wv --_ DH TYPICAL ACCESSIBLE PARKING DETAIL -------1:--DH DH N.T.S. SIZE OF SIGN COLOR OF TYPE OF I SIGN DESIGNATION DESCRIPTION TEXT MUTCD N0. (L X H) KGRND LEGEND MOUNTING 'w ,!^`�+ � 1 - / IM=1P•73 E. S 6003014911 @ a F___ �I �, r S1 STOP SIGN Op° 30"x30" Rl-1 RED WHITE S.P. KNAPP PLACE _ `^ / ® M=13,21 JAN 2 `� 2022 TAND. ��W�V W W W-w-w-` 2" THICK HDU SIGN FACE v-v--v v v v w v v v v v 1_________.___ Sou WITH CARVED COPY 7. 1 ' - Planning Board S2 PEDESTRIAN CROSSING SIGN 30"x30" W11-2 LLOW BUCK G.M. 5"x5" VINYL POST SLEEVE ARROW O CROSSWALK ONL <*> S.P. WITH TREATED 4"x4" CORE SITE PLAN NOTES AND CONDITIONS: DATE -j- BY DESCRIPTION APPROV. BY 121 24'x12' W16-7P LLOW BLACK 1. BEARINGS ARE REFERENCED TO LIBER 13107 OF DEEDS AT PAGE 639. 2. THIS MAP ASSUMES THE AVAILABILITY OF PUBLIC SEWER AND WATER FACILITIES. S3 ACCESSIBLE PARKING SIGN (SEE DETAIL ON THIS SHEET) 160 R® U-�'11 25 2'8' ZONING REQUIREMENTS ARE RECOGNIZED BASED ON THIS ASSUMPTION. REVISIONS PROPOSED LIGHTING BAR 3. BUILDING LAYOUTS AND ELEVATIONS FROM BY RONALD KUOPPALA ARCHITECTURE, o M P L E X AUGUST 23, 2021. T O W N O F S O U T H O L D NO 1'-4 "x 10�" RIDER PANEL 4. EXISTING TOPOGRAPHY FROM FIELD SURVEY OF APRIL 23, 2021 BY L.K. MCLEAN11 S4 NO PARKING ANY TIME PARKING ,. G,M, ASSOC.. P.C. SUFFOLK COUNTY NY ANY 12 x18 R7-1 D WHRE RED S.P. PROPOSED Q PR EFA 160 MENTS 6 OFFICES 5. SITE SIGN DESIGNED, LOCATED AND SIZED IN ACCORDANCE WITH TOWN CODE. � GRADE 1 .7 GREENPORT MEDICAL OFFICES AND RESIDENCES S5 NO PARKING - LOADING ZONE PARKING ��OF NEW , TRAFFIC AND SIGNAGE PLAN LOADING 12"x18* R7-6 WHITE RED C.M. S.P. y��oNO G.Q/e74 11, ZONE �D`' SITE SIGN ELEVATION * 4 L. K. MCLEAN ASSOCIATES, P.C. N.T.S. ! -111 - CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 Ca-^t� bi THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 56985 / Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF CFD Scale: AS NOTED NOTES: Au�iD°RTHE ER THE DIREANYINo CTION OF AA LICL?IFlSEDOPROFESSIONAL UNLESS S ')^,v`(S• �.+'t, . ENGINEER. "HERE SUCH ALTERATIONS ARE MADE.THE JANUARY 2 0 2 2 Q 1. SIGN AREA INCLUDING RIDER PROFESSIONAL ENGINEER MUST sK�l, sFiu., DATE AND Drawn By: MF Date: v PANEL = 24.0 SQ. FT. DESCRIBE NNNGG,Ado/OR E EXTENT OF (NYS EDE ALTERATION NLATW SECTION 7209-2). Approved By: RGD File No. 21 035.000 TAPERED CURB NO 6"x6", #10x#10 CURB 2'x3' TACTILE DETECTABLE WELDED WIRE 1:12 5'MIN. 1'12 WARNING SURFACE FOR THE AM MESH SIDE SIDE AMP PAVEMENT VISUALLY IMPAIRED (SAFE-STEP FLUSH, SMOOTH FLARE FLARE SURFACE 0" REVEAL OR APPROVED EQUAL TILES) TRANSITION 20 X. " ROUND DEFORMED 1"0 ANCHOR PIN 6 2 MP REBAR (3 REQUIRED) SLEEVE (TYP.) CONCRETE CURB CONCRETE CURB " CONC. LANDING FLUSH I I GRADE BREAK 4 -�1" SIDEWALK TRANSITION I I 1101 II s�'�/• 'I 1111 I I I IF 5'-0" OR LESS, DETECTABLE (SEE NOTE 8) SECTION B-B ° '� III ASPHALT PAVEMENT SECTION A-A WARNING SHOULD BE PLACED ON Lipo 0o d ° A FLUSH, SMOOTH RAMP. REFER TO SHEET 4 OF 4 S�C`�.SS RAMP NOTES TRANSITION AND SEE NOTE 10. NoI<r6pF ' 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 AMP TO BACK EDGE GJ 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 �'- / THE SIDE FLARES MAY BE 1:10. X PRODUCE UNIFORM STRIATIONS 3/16" TO 1/4" WIDE, BY 1/4" DEEP INSTALL EACH WITH 2-#8 REBAR AT ON 3/4" TO 1 " CENTERS. THEY SHALL BE PERPENDICULAR TO THERUNNING SLOPE 576 MINIMUM A 3'-0" BURIAL AND TOP FLUSH 2. SURFACE TEXTURE OF RAMP SHALL BE DEEP GROVE, ' B CENTER LINE OF THE RAMP. THE CAPABILITY TO PRODUCE AN ( ) WITH TOP OF WHEELSTOP. EI 121/2" WIDE BY 1/4" DEEP, 1" CENTERS TRANSVERSE 1 P+ PREFERRED AND (8.33X) TO THE RAMP. � � PRIOR ACCEPTABLE INSTALLATION.HALL BE DEMONSTRATED TO THE ENGINEER MAXIMUM. (SEE NOTE 5) CONCRETE WHEEL STOP DETAIL 1 3. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TAPERED CURB D T CURB D SLOP TO DRAIN RUNOFF TO N.T.S. AMERICAN WITH DISABILITIES ACT (ADA). I-- -�I A I_- SIDEWALK CURB RAMP DETAIL (CONCRETE) STREET/GUTTER MAX. SLOPE 2% END N.T.S. _i„ CURB 3" B.C. (BOTTOM OF CURB) LIQUID AC JOINT SIDEWALK CURB RAMP FLAT EXTERNAL s'-o" 3" 1=- VASPHALT PAVEMENT FLAT TOP CAP (TYP.) (POST CENTERS) I:,I�I 6" LIAS SCHEDULED Q N.T.S. " _ O o0 Q s STEEL REINFORCING #4, D�G� EXPANSION JOINT VINYL TOP RAIL WITH GRADE 60 (TYP.) 4 ' (TYP.) WELDED WIRE MESH STEEL CHANNE(TYL " T0 OD 0 2 x x x x x x x x 4" VINYLS ( 3 " CONCRETE AS SPECIFIED Q PICKETS (TYP.) ° G TREE- DUG AS PER � D Q 3„ RECENT STANDARDS FOR D� NURSERY STOCK AS VINYL MIDDLE � PUBLISHED BY THE Da G G6 " AIL WITH 8'-0" NOTES: AMERICAN NURSERY & 6 - SECTION A-A 3 NP' STEEL CHANNEL s" (TYP-) M LANDSCAPE ASSOCIATION EXPANSION JOINT 1. CONCRETE SHALL BE A MONOLITHIC POUR AND TO BE CURED IN 14 DAYS (MINIMUM) BEFORE ROADWAY PAVING v (NP ) CAN BEGIN. O G WRAPPING AS SPEC. CONTROL JOINT 144" 2. INSTALL 1/2" BITUMINOUS EXPANSION JOINT 20' O.C., �� A VINYL 5"x5"WITH STEEL POSTS ALL CURBS. CHANNEL (NP.) 3 " �� TREE FLARE AT TRUNK 3 MULCH AS SPEC. TYPE A CONCRETE CURB DETAIL TO BE SLIGHTLY HIGHER THAN I 1 I I N.T.S. I I I I 5' IN. VINYL BOTTOM 4" HIGH SAUCER (TYP.) SURROUNDING GRADE I I STEELRAIL "ITH CHANNEL MID - BLOCK CROSSING CURB RAMP FINISHED GRADE I I I I (�.) s" A FINISHED GRADE TYPICAL DIMENSIONING PLANTING SOIL AS SPEC. I� 20'MAX. - ° (CONCRETE PAD 2" N.T.S. � DIG 2'(MIN.) DEPTH AS SCHEDULED) � I PLAN 3'-11" �° °) 10"0 NORMAL; WELL TEST HOLE TO VERIFY 0 b 12" 0 CORNERS <I ' J LJ \//\//\//\//\//\� SUBG ADEINMATERIAL ED CONCRETE O Q/ O / NOTES: 1. CONCRETE 3,500 PSI ® 28 DAYS MIN. _��p , � Q ROOT BALL 2. WELDED WIRE MESH 6"x6", #10x#10 FOOTING (TYP.) I I OQ a�6 a \/� 3. PRE-MOULDED EXPANSION JOINT MATERIAL SHALL BE " THICK x CLEAN Q 3� HIGH. GAVEL � O�f X ROOT BALL WIDTH (MIN. 4. FINISH ALL EDGES WITH J" RADIUS (TYP.) 6" 0� Q D O O TAMPED POROUS 5. CONTROL JOINTS SHALL BE SPACED EVENLY AND SHALL BE J" DEEP. Q Q (WELL DRAINED) 6. SURFACE TO BE LIGHT BROOM FINISH. Q O TYPICAL TREE PLANTING � O a O O GO O SUBGRADE TYPICAL 8 HT. WHITE VINYL �G N.T.S. EE TO BE CONCRETE SIDEWALK DETAIL FENCE ENCLOSURE DETAIL PRIES RV DSTING R AND PROTECTED 06 Gap �6 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 12'-0" 3" MULCH AS SPEC. MASSO OF OT A 3" SLIGHTLY ABOVE x -XxX yx I SURROUNDING GRADE x'« xxxx » x HIGH SAUCER (TYP.) 2'-0" FINISHED GRADE xKcx xxx PLANTING SOIL AS SPEC. x�« xx ,.�x VARIES (SEE SITE PLANS) NOTE: NOTE: CONCRETE FOR POST FOUNDATIONS SHALL HAVE DIG 2'(MIN.) DEPTH A A 4,000 P.S.I., 28 DAY COMPRESSIVE STRENGTH. ELEVATION TEST HOLE TO VERIFY ( I I I WELL DRAINED x xxxx xKx FENCE & GATE NOTES: // // // // // /i VARIES \� SUBGRADE MATERIAL x I o x x SPLIT FACE MASONRY WALL WITH DYED CONCRETE CAP ROOT BALL of 1. WHERE "NO CURB" IS SPECIFIED PROVIDE COIL ,.- xxxx » SPRING WIRE 6" ABOVE BOTTOM OF WIRE. ,�„ 2. TOP AND BOTTOM TENSION WIRE SHALL BE NO. 7 1 -2 3X ROOT BALL WIDTH (MIN. I GAUGE ATTACHED WITH 12-1/2 GAUGE HOG TAMPED POROUS x xx x x RINGS AT 12" O.C.. ALL WIRE SHALL CONFORM (WELL DRAINED) TO LATEST ASTM DESIGNATION A641 CLASS 3 PLAN VIEW SUBGRADE 4 O.D. REQUIREMENTS. 10. FABRIC TIES FOR POSTS ��°rs. SHRUB & EVERGREEN PLANTING POST SHALL BE N0. 6 GAUGE ALUMINUM AND SPACED ` " �- "� RETAINING WALL DETAIL 24 N.T.S. x xx x x VERTICALLY AT 1'-2" O.C. MAX. I'F-24"--►ISI„ 6„ N.T.S. 3. INSTALL GATES AS SPECIFIED BY THE FENCING I MANUFACTURER. 6 ' ' ' ' x x x 4. CENTER UPRIGHT REQUIRED ON GATE LEAVES I 2222�•-"� I � � x x x 8'-0" & WIDER. CENTER RAIL REQUIRED ON GATE T -x- 34 � �� x x x x x x x -x x x x x x x x x ,. SECTION SECTION LEAVES 10 -0 & HIGHER. ° ° °d . ^ ^ ° . d ° • ^ 5. GATE HINGES SHALL BE DESIGNED TO PROVIDE A NOTES: PLAN NOTES' "°. AAV ^. ^ I .I 18„ FULL 180 DEGREE SWING. PLAN 1. MATERIALS SHALL CONFORM TO ASTM 6. GATE SHALL BE PROVIDED WITH A DOUBLE GATE 1. MATERIALS: CONFORMS TO ASTM A48 CLASS 30B OR ^ a. ° :4 ^ ^I '� I LATCH WITH PADLOCK AND KEEPERS. 35B SPECIFICATIONS A48 CLASS 30B OR 35B e ° d e 2. LOAD RATING: FOR AASHTO & HS 20-44 HIGHWAY 2. LOAD RATING SHALL BE AASHTO & HS 8 WIDE x 18 DEEP CONTINUOUS CONCRETE CURB 20 0 CONCRETE LOADING 20-44 HIGHWAY LOADING " '� 3. FRAME AND COVER AS MANUFACTURED BY LONG ISLANC FOOTING AS PRECAST OR APPROVED EQUAL. 2 4" HEAVY DUTY FRAME PROVIDE OLT."OLE DEPTH' MUSTER BE TGREATER Y 01 F GATE THAN SPECIFIED 2 4" 0 HEAVY DUTY FRAME & COVER & OPEN GRATE COVER BOLT TRAVEL. N.T.S. N.T.S. DRAINAGE NOTES SUFFOLK couNrr srANo�CURB GIRNAL 1. STEEL REINFORCED WELDED WIRE FABRIC 6"x12"#6x#8 6 ' HIGH x 129 WIDE CHAIN LINK FENCE GATE NON-MOUNTABLE CURB BOX WITH LOC j GALVANIZED RETICULINE 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 ADJUSTMENT 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. ROUND END & CHAIN LINK FABRIC, A , ° , CHAIN LINK FABRIC x.--�- xa=..X X�. PENIN!:::::::::j NO DIRECT PAYMENT WILL BE MADERECEIVED CORNER POST (TOP SELVAGE 6��GAUGE CORE ,5• HDPE 2 -6 x4 -0 I z n -1dz 5. INVERT ELEVATIONS MAY BE ADJUSTED IN THE FIELD TO MEET COLUMNAR EVERGREEN ��N G 2j;22 2.875" O.D. KNUCKLED) 2 MESH ® I z z FIELD CONDITIONS OR AVOID CONFLICT WITH UTILITIES AS ORDERED DUG AS PER RECENT z BY THE ENGINEER. STANDARDS FOR NURSERY STOCK AS '!anrtil tg inn -d WRAP VAN 6oz. (MIN.) NONWOVEN I �a Q� 6. ALLOW FOUR (4) INCHES FOR FINAL ADJUSTMENT OF CASTING. GEOTE)MLE(FILTER FABRIC)OR o z �¢ PUBLISHED BY THE x x x x x LINE POST SOLID RING ( .. ® w Q 0 z ADEQUATE BEARING WILL BE PROVIDED USING CONCRETE AMERICAN NURSERY & W w¢ BLOCK BRICK, AND/OR 1:2 MORTAR MIX. 1.66" 1 5 8" 2.375 O.D. I con o o / LANDSCAPE ASSOCIATION ( / ) I o :. OD BRACE RAIL CONTRACTOR TO IN 6 of =7' " 7. I USE TWO (2) INCH MINIMUM COVER ON ALL REINFORCING BARS 4 HIGH SAUCER (TYP.) x x x OF ALL DRLEAN RAINAGE THE BO „ UNLESS OTHERWISE NOTED. „ L 4.' 3 MULCH AS SPEC. TOP OF ROOT CROWN SHALL x x x x x -x I . . r. 10.0 I I 2'_0" 8. THE CONTRA NOT BE MORE THAN 2" x x x x x x x -x x I CONTRACTOR SHALL PROVIDE ADEQUATE SHEETING AND SHORING BELOW SOIL LINE EXCAVATE AND BACKFILL 3 FEET -.. (1 GRAVEL DURING TRENCHING TO INSURE THE SAFETY OF WORKMEN AND THE AROUND AND 2 FEET BELOW I 3 MIN.o / LEACHING RINGS w s .. I MAT L) GENERAL PUBLIC EXPOSED TO THE HAZARDS OF FALLING AND 1 TOP OF ROOT MASS AND BOTTOM SELVAGE x I APPROVEPOROUS MATERIAL AS D BY THE ENGINEER. SLIDING MATERIAL IN CONFORMANCE WITH THE REQUIREMENTS OF -� FLARE OF TRUNK TO BE x x x L_-_-_ ___ _-. ___ __.__._'__ ---_ _ J TITLE 29 CODE OF FEDERAL REGULATIONS, PART 1926, SAFETY AND SLIGHTLY ABOVE HOG RING HEALTH REGULATIONS FOR CONSTRUCTION (OSHA). NO DIRECT SURROUNDING GRADE PAYMENT WILL BE MADE FOR THIS OPERATION. FINISHED GRADE o (TYP.) x #7 GAUGE PLANTING SOIL y AS SPEC. x x TENSION WIRE x x LINE POST TIE 10'-0"o LEACHING BASIN DETAIL 9. IF CHIMNEY IS REQUIRED, MIN. WALL THICKNESS 3"• 3 MIN. I N.T.S. � 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 '\ x x x x 1o'-o" (TYP. 1. STEEL REINFORCED ON LEACHING SECTIONS WELDED WIRE FABRIC NOTE: s-O 4'-0" 6"x12"#6x#8. TAMPED POROUS DIG 2'(MIN.) �x x x x x x x-� POST CENTERS POST CENTERS WELL DRAINED %\ ° e TURN BUCKLE q CONCRETE � °. ;_ ° . • �' d• a. ;d . . ° 2. STEEL REINFORCING ON CONE SECTION 12-#2 VERT., 1- 3 TOP, ( DEPTH TEST I FOOTING (TYP.) a , . ° 1-# BOTTOM. # # X SUBGRADE i\\ I `� I I d., ��\\�� HOLE TO VERIFY I ( TENSION BAR " ADJUSTABLE TRUSS ROD I I I I ° ° ROpT WELL DRAINED ° d SUBGRADE a '.. d d •. OTjY MATERIAL I 10' SPACING (MAX) a d °:. .:d. ' + <MiN 6 tea' ° J CONC. DROP ° ° 4 d ° ad n • • e -a" EVERGREEN SLOPE PLANTING CURB (TYP.) I a d." 'd•. : .+ ' (POST CENTERS} 5 ASPHALT .•° a e.d. Q N.T.S. FENCE SECTION ELEVATION PARKING : 4 10"0 NORMAL; LOT AISLE .. . . a. °. '... a. 12" ® CORNERSA. a • v d . 10-0" (TYP.) aoao a o a o 6 ' BLACK VINYL COATED CHAIN LINK FENCE 30"36" DATE BY DESCRIPTION APPROV. BY • • . c..• . WITH VINYL SLATS a . 1% 1lN.a 'ITCH : ° I: • : d == == aoao REVISIONS ,d ° q dp• . : aoao aoao E SIONS N.T.S. • dd °� .d ON.CQNC;•FAD a ., .: . • TOWN OF SOUTHOLD d. .. ,a • • I� Y2" SUFFOLK COUNTY, NEW YORK a . „ y•, 7 / PLAN SECTION GREENPORT MEDICAL OFFICES AND : ° .: 1 • (POST CENTERS) 1 „ RESIDENCES • .. d . a 6„ NOTES: . ° "• . ;, 1. MATERIALS: CONFORMS TO ASTM A48 pE NE r SITE DETAILS • .a. CLASS 30B OR 35B SPECIFICATIONS "��' p G.D/$ ' ` 2. LOAD RATING: FOR AASHTO & HS 20-44 -481* HIGHWAY LOADING , L. K. McLEAN ASSOCIATES P.C. wNn. 8' Hr. FENCE ENCLOSURE (TYP.) 4" 3. FAME AND COVER AS MANUFACTURED .*, �' SECTION BY LONG ISLAND PRECAST OR APPROVED CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 » » EQUAL. � THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS i"1� ' TYPICAL PLAN o F D U M P S T E R 3 O X 4 8 FLAT CURB INLET DETAIL ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS �' asp Designed By: M F/CFD Scale: AS NOTED Sheet Na. AND/OR THE ACCOMPANYING LICENSE ONS,PROFESSIONAL L S E�!�� UNDER THE DIRECTION OF A LICENSED PROFESSIONAL t. r.FaPPI'�� ENCLOSURE N T S ENGINEER, WHERE SUCH ALTER4TKM15 ARE MADE,THE p MF Date: JANUARY 2022 C g S PROFESSIONAL ENGINEER MUST SIGN, SEAL. DATE AND Drawn By: N.T.S. DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE 7209'IC2) . (NYS M. LAW Approved By: RGD File No. 21038.000 _.._, •..._._- �A ro " 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- LEGEND: H ---- PROPERTY LINE PROPOSED CONCRETE CURB RIM=1s 75 N 61 °SS'0 9 " E R T H f�DA D ��// , -, „ #395 RIM-1,S 9tl IM=16.t19 4 98, 74 PROPOSED 15 HDPE DRAINAGE PIPE ._------T L. �"� T - ------- --t---1k#G - G G G G G G G __G_G G G G G G G - G 0 0 G 0 G G G G G G G G G--p -C _ T T----__T k-- _ I __ _________________-______ �_ �f fk4 qp�{.�.�! { Of{ of gp¢ FLkrp;��p1 � ----OH OH -r t PROPOSED 8 HDPE ROOF DRAINAGE PIPE _- - --------------------- �T� o --- -- --- ---- _ --- -D T t GQN T F T T T T T F T T T T T- -"t-- - T-- 7--- -=T--- f-- _ _ON-OHOFf qi (X9 OH OH r - �-� - _ - -- - -- - T- - - ---- T�- --- -- - -- T'-"=r__ =T----(-----r----T - -- ---Ckf OH - _ _ - �7 - _T_---�-----f- ----7 �T_� _T __--T � - - - - - _ _ _ _ - C r _-- T MAIN &--ir- j PROPOSED 104 LEACHING CATCH BASIN (CURB) _ ~0 PE PE PE PE PE PE PE PE�, •? G r X _ h ' V172B FENCE - 1 r PE PE PE PE PE PE � FEN � `t►t � PROPOSED 10 4 DRAINAGE LEACHING POOL � ffi S7'DP 40 / a ( 1 �15"HDPE-1 �15"HDPC� ` fD �15"HDPt� ® � PROPOSED 104 LEACHING CATCH BASIN o f,f "' � -'C7 �- � u 44'P"QAtx fC I� O' \ / 'y I "Pvt 0 PROPOSED SANITARY MANHOLE I h0- OAK '3. Ism' s PROPOSED SANITARY PIPE 6 'Nle 6'`rVlod 6"'.•rT� 6"NlAd 6'• 6"WMn ''Wluf 6" 6'•.Ad 6"Ydk 6"'rVl�1 6"Y�ld 6" 6" 6"NAid 6"NR.f 6'• 6" �• 6" ••Wl.f 6•' 1" W n PROPOSED 2 DOMESTIC WATER u� R SERVICE 6-a -FS PROPOSED 4" FIRE SUPPRESSION SERVICE y I m ° -'° we T PROPOSED TELEPHONE LINE / y P E E E E E E \ G \N\ I - PROPOSED ` 0 ~ F E E E E GAS LIN E \ / W F F ` / I E PROPOSED U.G. ELECTRIC a v v m PE PROPOSED U.G. PRIMARY ELECTRIC PROPOSED BLDG. #2 " m F PROPOSED I PROPO LIGHT POLE o SED BLDG. 3 o I .,.- � ®L p , ro E 1ST FLOOR 1648 SF I 1 -� ( 1ST FLOOR 1523 SF MEDICAL OFFICES \ s p1Q PROPOSED TRANSFORMER / / I MEDICAL OFFICES (�(� ( m ,1�' E �n 2ND FLOOR v p r CO a 2ND FLOOR I o•S I S y 5 HOUSING UNITS BETWEEN 5 HOUSING UNITS BETWEEN �a a, LIGHT POLE h \ v 451 -600 SF m n S o 0 451 -°'600 SF � $� 131- 5 ,v� 1 -o UTILITY POLE W 5 HOUSING UNITS I I / a o'^ \ - � 5 HOUSING UNITS m � UTILITY LIGHT POLE \ LESS THEN 450 SF I I k I m LESS THEN 450 SF E TRAFFIC SIGNAL ( g U L POLE (F.F.E,-18.0 ) ' \ I _ ..---�I- I SANITARY I F.F.E.-'•19.0 ® MANHOLE RIM=1�•G j ` / �O PE PE PE PE PE PE y v ( } ` ` H v rn I ' { ' \ /J m mEBRIs � A GAS VALVE 0 s-k � c � � v SIGN I ti I a `I' CONIFEROUS TREE '" � tel\ t ^ �'k t o F m INV. 14.60 I ° INV. 13.so Cpl DRAINAGE MANHOLE W I E ' Ir ° N I 116 °'� RECTANGULAR m � ��. R DRAIN INLET ROUND DRAIN INLET I k \ I N ° `Q k � N / , •, - , I � �'� U FIRE HYDRANT m WATER VALVE All o s: \ 15"HDPE-( o I I 8• WATER METER M aI \ 1 \ \ oo x Q TELEPHONE MANHOLE k y - m 4. \ i k1 Op m / 8" DR-18 PVC "' ~ I DECIDUOUS TRE / I I E W F � I LENGTH.64.5 % SLOPE:-0.73% In D D D D D ` . 8" DR-18 PV / I { k ® D D D C / . \ m LENGTH:64.4 I �` / SLOPE:-1.06% I I I rt I o..o. 6 � I I � \ k k yr IL Fy - I r? T T T T T T T T T T T T T T T 7 T T T-�--F-T T T T T T T T T T T 1' T T T ` „ `..•.-� 4 k G G G G G G G m 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 V•1 I z w6 k � SMH-(2) INV. 14.2 8" DR-18 PVC v, 8 DR-18 PVC a INV. 14.35 LENGTH:160.1 LENGTH:47.4 SLOPE:-0.49% SLOPE:-0.499 ' m -- a ® s s s s __S_S s s s s s s s s s S s s s s S s S s s k 1 \ 1 8" DR-18 PVC ® SMH-(3) k / as LENGTH:27.9 � i SLOPE:-0.79% / 8" DR-18 PVC INV. 13.92 \ I20 m LENGTH:68.5 \ INV. 13.13 INV. 12.90 �, INV. 12.80 PROPOSED INV. 15.0 INV. 14.50 \ SLOPE:-0.49% I BLDG. 1 k a 1 ST FLOOR 1676 SF (T� { k k M E D I S S S s / \ 15"HDPE 15"HDPE �E E E E E E E t„ ' 1 tty k k / MEDICAL OFFICES INV. 14.57 f \ (m fti a k \ \ / / -4 I / t --� � ( ® � a 2ND FLOOR " m � I , - kz \ 8 DR-18 PVC ® _71, - - - 5 HOUSING UNITS BETWEEN LENGTH:48.7 `� I 6. 116, 451 -600 F SLOPE:-1.03% I m - ° S I m I 6' I k a 5 HOUSING UNITS SMH-(1) \ PROPOSED BLDG. 4 ; \ LESS THEN 450 SF I 15"HDPE- -� m # 1- m 1- 1 I IST FLOOR 4847 SF ' I (F.F. I { a ( �, NON--MEDICAL OFFICES k 8" DR-18 PVC m 2ND FLOOR I k m LENGTH:61.2 5 HOUSING UNITS BETWEEN / SLOPE:-0.55% N INV. 12.90 � £ � E I / 451 -'600 SF � 0,9. 15"HDPC� 15"HDPC� INV. 12.46 S S i 5 HOUSING UNITS = I \ tea{ ` \ /� \ �� \` /� \` /� m LESS THEN 450 SFcc " O \ k I (F.F.E.-20.0 � Fs � FS- � `� 8" DR-18 PVC ~ ) I w w w w- / / o� S OPGTH:3.2 �/ \ 09 �--{ k k I En m \ N�$0 a1 I f M � i / � y �� I m w H I O �\ • v I V) ® }-_D \ / 8" DR-18 PVC f �sN Zt U LENGTH:67.3- I /� #�E- - - - - 171 I -a) .: D-�_.�D D D SLOPE:-0.55% N ~\ EN s CU -1 I D D D D D D � y rri [ Lu •cY k� \ / m to 8" DR-18 PVC f r A t i... f \ J 15"HDPE--J LENGTH:19.8 Z ;> i W {, \/15 N° r \ SLOPE:-0.51% m SMH-(5) i5k \ f 1 or ® SMH- 4 INV. 11.80 ( ) ` -- \ .� E E E E E E E E E E 09. /'' �, 1 1 E E E E E aE E E E E E � Q �N V. 12.60 ozo 0 f f / INV. 11.90X �44 _ . '•`- r� - N FS -FS FS FS F FS FS r FS--� a •� �'^ EN O13'V p_ {IQs W W W W W W V� W I" � - 1 01 RAGE g t• 61 f'VC �£h'C - �`Al} CA c h X '?N t l uhf 6 7ea- � ""1 5 91 t k I 6` 7'K"D'f:[-NF MON Sf' 11t?r a r$". DR-18 PVC LENGTH:63.8 SNS 1' u' 6202013911 � �� ___. SLOPE. 0.47%� „4 � 1 LcS ji S \ 62 0 13 I ` INV. �-50 1 '� t1 SMH-(6) Date: 1/18/22 SITE DATA: i ! ► 1 1 1, INV. 11.40 TOWNSHIP: SOUTHOLD � .{ GROUND EL. 8.0 HAMLET: GREENPORT WEST Brown clayey sand S� 16.0 -------- 2 FIRE DISTRICT: GREENPORT T .4 S.C.T.M. NO.: 1000-034.00-02.00-001 .000 AREA OF SITE: 204,701 S.F. (4.70 AC) SITE ZONING: RESIDENTIAL OFFICE ZONE Brown fine to coarse sand with 1 2 °' r \ I i 0 o.ogavel sw INTENDED USE OF PROPERTY: OFFICE/APARTMENTS DATUM: NAVD88 & NAD83 N o GROUNDWATER MANAGEMENT ZONE: IV \ cz I DEPTH TO GROUNDWATER: 16'± SANITARY � � � � ,. � ' � o TARY CALCULATIONS: 8" DR-18 PVC17QD_ N I (� 1 LENGTH:157.7 SLOPE:-0.57% Cn 1.9 -------- 161, BUILDINGS 1, 2 & 3: Water in brown fine to coarse sand with 10-200%gravel SW t z ( £ 1 0 1.0 17' (15) ONE-BEDROOM UNITS AT 150 GPD/UNIT = 2,250 GPD 15 ONE-BEDROOM UNITS AT 110 GPD UNIT = 1 ! \ 1 1 0 TEST HOLE ( ) / 1,650 GPD N.T.S. 14,541 SF MEDICAL OFFICE SPACE AT 0.10 GPD/SF = 1,454.1 GPD t ! 4 O SANITARY FLOW = 5,354.1 GPD 1 1 N sQN k � DESIGN SANITARY FLOW (ROUNDED) = 5,400 GPD � „•,_ ML7AJ � __�_ __ � - •�N TABLE OF PROPOSED SANITARY STRUCTURES - - __ ----______________ ____ _____ pl N +-___-_ -�_ U CAINiI�'�'T'E SIIIEVALK _ aN DH DH FMN DH OH �--- BUILDINGS 4 ------- _--------------ooT____ _-- STRUCTURE NAME: RIM ELEVATION: PIPES IN: PIPES OUT o (15) ONE-BEDROOM UNITS AT 150 GPD/UNIT = 2,250 GPD O Z / . IWIR,73 S 60 30 4 9 U SMH-(1) 15.88 8" DR-18 PVC INV OUT =14.57 KNA PIP f M=1321 / (15) ONE-BEDROOM UNITS AT 110 GPD/UNIT = 1,650 GPD P PL A CE 7 9 W---W --w W W- SMH-(2) 15.95 8" DR-18 PVC INV IN =14.35 8" DR-18 PVC INV OUT =14.25 W e ��.-`_ 'W-�--W lk''--"-" ry w W"_W W------W_ _'W W W w W W W---H-----w-- W W----- 14,541 SF NON-MEDICAL OFFICE SPACE AT 0.06 GPD/SF = 872.46 GPD w w-___ w W W_____w W w w w---W�W--W-W y [� SANITARY SHALL CONNECT TO THE RECEIVED SMH-(3) 18.51 8" DR-18 PVC INV IN =12.90 8" DR-18 PVC INV OUT =12.80 VILLAGE OF GREENPORT SEWER DISTRICT SANITARY FLOW = 4,772.46 GPD BY FORCE MAIN OR GRAVITY. JAN ,� 7 222 j SMH-(4) 17.59 8" DR-18 PVC INV IN =12.09 8" DR-18 PVC INV OUT =12.00 DESIGN SANITARY FLOW (ROUNDED) = 4,800 GPD �---- Southold Town Q SMH-(5) 17.26 8" DR-18 PVC INV IN =11.90 8" DR-18 PVC INV OUT =11.80 TOTAL SANITARY FLOW = 10,200 GPD Planning Board E U SMH-(6) 16.98 8" DR-18 PVC INV IN =11.50 8" DR-18 PVC INV OUT =11 .40 = 7.08 GPM DATE BY DESCRIPTION APPROV. BY � POPULATION: REVISIONS SITE PLAN TOWN OF SOUTHOLD x 10,200 GPD GPD/CAPITA = 136 CAPITA SCALE: 1"=20' SUFFOLK COUNTY NEW YORK 2° 40 ' GREENPORT MEDICAL OFFICES AND N P = 136 CAPITA • 1,000 = 0.136 Feet CN N OQ PEAK FLOW RATE: RESIDENCES c a) PEAK FLOW RATE FACTOR (PF) = 1+[14- (4+P-0.5)] = 4.20 --._,\ 4.2o x ,0,200 GPD = 42,840 GPD -� 0 V E R A L L SANITARY PLAN c� c� � NEW y�,p N o = 30 GPM �� 0�0 G.D! �`is L. K. McLEAN ASSOCIATES, P.C. - a7 ` CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N 0 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS MADE• THE C N ENGINEER, WHERE SUCHANY PERSON FROM NG ANYTHING ALTERATIONS ON A i " AND/OR THE ACCOMPANYING SPECIFICATIONS, UNLESS r'S 0 UNDER THE DIRECTION OF A LICENSED PROFESSIONAL �6ggg Designed By: MF CFD Scale: AS NOTED Sheet No. PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Pf�rt�� ` �4� Drawn By: MF Date: JANUARY 2022 /� 1 DRAWING AND/OR S THE SP 09-2).10N (NYS M. LAW Approved By: RGD File No. 21 038.000 /� I DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE SECTION 7209-2). NOTES : ABBREVIATIONS ALIGNMENT TOPOGRAPHY (UTILITIES) 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: REINFORCING 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, CCNCRETE WALL THICKNESS (MINIMUM = CENTERLINE CATV. = CABLE TELEVISION HSE = HOUSE WITH SEWER DISTRICT REPRESENTATIVES. 15.3 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 DIA. = DIAMETER DESIGN DETAILS ARE PROVIDED BY A CONTRACTOR THEY MUST BE REVIEWED AND STAMPED BY THE G.P. = GUY POLE MAX. = MAXIMUM B) A PERMIT TO CONSTRUCT AND DISCHARGE FOR THE WASTE DISPOSAL SYSTEM (NEW E = EAST EASTING MIN. = MINIMUM YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND AND APPROVAL PROFESSIONAL DESIGN ENGINEER. ELEV. = ELEVATION G.V. = GAS VALVE (MAIN LINE) ) HYD. = HYDRANT MON. = MONUMENT H.C.L.= HORIZONTAL CONTROL LINE NM = NON MOUNTABLE TO CONSTRUCT HAS BEEN ISSUED BY THE SUFFOLK COUNTY DEPARTMENT OF L.P. = LIGHT POLE 14. THE INTERIOR WALLS OF ALL WWTP PROCESS TANKS, THE INTERIOR WALLS OF ALL PUMPING L = LENGTH OF CIRCULAR CURVE NO. = NUMBER PUBLIC WORKS (SCPDW) HAS BEEN RECEIVED. LT = LEFT MAG. = MAGNETIC STATIONS, THE EXTERIOR WALLS OF ALL PRECAST CONCRETE STRUCTURES INSTALLED BELOW N = NORTHING NORTH UP # = UTILITY POLE NUMBER N.T.S. = NOT TO SCALE THE OWNER OR HIS/HER REPRESENTATIVE HAS NOTIFIED THE ENGINEER IN WRITING GROUND WATER, AND ALL PIPING INSTALLED IN TANKS AND PUMPING STATIONS ARE TO BE COATED = NYSMUTCD = NEW YORK STATE C / WITH A TWO PART EPDXY PAINT. NE = NORTHEAST ST. STORM SEWER MANUAL ON UNIFORM OF HIS/HER INTENT TO COMMENCE CONSTRUCTION AND HE/SHE SHALL SUBMIT AN NW = NORTHWEST N = TELEPHONE VALVE BOX 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 BESNG 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 SAMEPOB = POINT OF BEGINNING WSBWATER 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 P. = PARCEL SHALL BE TRANSMITTED TO THE ENGIN-ER. WRITTEN NOTICE OF RECOMMENCEMENT OTHERWISE APPROVED BY THE ENGINEER, NO MORE THAN FOUR (4) UNITS PER CONNECTION WILL P.O.L.= POINT ON LINE ( ) 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 ACTUAL COMMENCEMENT DATE. RT = RIGHT TOPOGRAPHY MISPWF = POST & WIRE FENCE 16. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL CONDOMINIUM UNITS CONNECTING SEWER S = SOUTH P = PROPERTY .LINE 2. ALL WORKMANSHIP AND MATERIAL FOR SEWER CONSTRUCTION INCLUDED INTHE PROJECT DISTRICT SANITARY FACILITIES WILL REQUIRE A SEPARATE SEWER OUTLET FOR EACH UNIT. SE = SOUTHEAST # = POUND RCA = RECYCLED CONCRETE STA. = STATION A.0.B.E. = AS ORDERED BY ENGINEER AGGREGATE SHALL CONFORM TO THE LATEST REQUIREMENT OF THE ENGINEER'S SPECIFICATIONS FOR SW = SOUTHWEST RR. = RAILROAD SEWER CONSTRUCTION INCLUSIVE OF ALL REVISIONS AND ADDENDA THERETO. UNLESS T = TANGENT LENGTH ASPH. = ASPHALT AVE. AVENUE T.G.L. = THEORETICAL GRADE LINE R.O.W. = RIGHT OF WAY = = OTHERWISE APPROVED BY THE ENGINEER, ALL MATERIALS SHALL BE AMERICAN MADE. IN BDY. = BOUNDARY R.W. RETAINING WALL ALL CASES WHERE CONFLICT EXISTS BETWEEN CONTRACT DOCUMENTS AND THE LATEST W = WEST BIT ASPH = BITUMINOUS ASPHALT SF = STOCKADE FENCE REVISIONS OF THE SPECIFICATIONS FOR SEWER CONSTRUCTION, THE INTERPRETATION AND SANITARY SEWER - DETECTABLE MARKING TAPE NOTES : V.C. = VERTICAL CURVE (ROUNDING) BLDG. = BUILDING SHLDR. = SHOULDER B.M. = BENCH MARK SQ.F. = SQUARE FEET RULINGS OF THE ENGINEER SHALL BE BINDING. ST. = STREET A. SCOPE: BR. = BRIDGE STK. = STAKE BOW = BACK OF WALK THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND DETECTABLE MARKING STY. = STORY 3. PRIOR TO THE INCORPORATION OF ANY MATERIALS OR EQUIPMENT INTO THE WORK, FIVE (5) 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 CENTER TO CENTER= T.L. = TREE LINE PERFORMANCE DATA, ETC. AS MAY BE REQUIRED BY THE ENGINEER SHALL BE SUBMITTED B.O. = BOTTOM OF OPENING C.C. 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 THE MATERIAL SHALL BE SOLID PLASTIC TAPE WITH A MINIMUM THICKNESS OF 4.5 MIL. THE BC = BOTTOM OF CURB CLR = CLEAR INCORPORATED INTO THE WORK UNTIL ALL REQUIRED SUBMITTALS HAVE BEEN REVIEWED CB = CATCH BASIN X-CUT = CROSS CUT TAPE SHALL BE RESISTANT TO ALKALIS, ACIDS AND OTHER DESTRUCTIVE ELEMENTS. THE CONIC. = 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 PRODOSED WATER MAIN. DIA. = DIAMETER DWY DRIVEWAY C. = DROP INLET EA. = EACH C. INSTALLATION: ELEV. = ELEVATION AFTER PARTIALLY BACKFILLING AND LEVELING THE TRENCHES TO A HEIGHT OF 18"-24" E.S. = EDGE OF SHOULDER INV. = INVERT 5. THE CONTRACTOR SHALL FURNISH AND INSTALL AN UNDERGROUND MARKING TAPE ALONG EOP = EDGE OF PAVEMENT ALL SEWER LINES, FORCE MAINS AND HOUSE rONNECTIONS 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 O.C. = OUTER DIAMETER FND. = FOUNDATION 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 R.C.P.- REINFORCED CONCRETE PIPE F.L. = FENCE LINE 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 G = FEET RESPONSIBLE TO DETERMINE THE ADEQUACY 0= ALL EXISTING TO ACCEPT CONNECTION OF CONTINUITY. TC = TOP OF CURB GAR. = GARAGE 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 OBSERVE AND EXAMINE THE WORKMANSHIP AND MATERIALS BEING INCORPORATED INTO THE SANITARY NOTES : PROJECT. THE DEPARTMENT SHALL BE THE SOLE JUDGE AS TO WETHER THE CONSTRUCTION PROVIDED IS IN COMPLIANCE WITH THE DEPARTMENTAL 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 APPROVAL TO RECOMMENCE WILL BE GRANTED. SANITARY: VILLAGE OF GREENPORT OFFICES 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 1650 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 CONTRACTDR 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-BUILTS•• 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. 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 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. o INTO THE PROJECT MUST BE SUBMITTED l0 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 0 WATER. THE CONTRACTOR WILL PROVIDE DEWATERING SUFFICIENT TO LOWER THE TABLE z BELOW THE TRENCHES IN ORDER TO INSTALL STRUCTURES AND PIPING. THE CONTRACTOR 11 . ALL MATERIALS AND METHODS OF CONSTRUCTION MUST COMPLY WITH THE TECHNICAL SHALL INCLUDE THE COST OF DEWATERING IN THEIR PRICE BID. 0 SPECIFICATIONS FOR THE CONSTRUCTION OF BUILDING SEWER CONNECTIONS. 13. FOR GRAVITY SEWER LINES PLACED IN GROUND WATER, THE SEWER PIPING SHALL BE Cn 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 C PRIOR TO OPERATION. THE MAXIMUM LEAK RATE IS 1 /4" IN 8 HOURS. METHOD 0 14. ALL PUMP STATION CONTROLS SHALL BE LOCATED WITHIN NEMA 4X ENCLOSURE THAT IS u (A) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR A PLACED WITHIN ANOTHER NEMA 3R BOX. u 4- PERIOD OF THIRTY (30) MINUTES, MEASURED AT THE LOWER END OF THE SECTION. PUMPS, PIPE C TUS BE THE CONNECTIONS, DEFECTIVE PIPE, COUPLINGS SNECESSARY�NDFITTINGSWILLBIEL REPLACED BY FURNISHEDBY CONTRACTOR ATOR, i AND ALL ECE VED 3 HIS EXPENSE. JAN 2 7 2022 I-- -tho dT -- '- (B) THEN THE FORCE MAIN SHALL BE TESTED FOR LEAKAGE AT SEVENTY-FIVE (75) PSI FORA sounolown CU Planning Board Co PERIOD OF SIX (6) HOURS, MEASURED AT THE LOWER END OF THE SECTION. AT SUCH Q PRESSURE THE LEAKAGE SHALL NOT EXCEED FORTY-SIX (46) GALLONS PER INCH DIAMETER PER MILE PER TWENTY-FOUR (24) HOURS. ALL NECESSARY PUMPS, GAUGES AND DATE BY DESCRIPTION APPROV. BY OTHER APPARATUS WILL BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE U) FORCE MAIN FAILS TO MEET THE LEAKAGE TEST, THE CONTRACTOR, AT HIS OWN EXPENSE WILL REVISIONS LOCATE AND REPAIR THE DEFECTIVE PIPE OR JOINTS UNTIL THE LEAKAGE IS WITHIN THE TOWN OF SOUTHOLD ALLOWABLE LIMIT. SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND N METHOD II10( RESIDENCES N O _ Q IW y i Q) FORCE MAINS SHALL BE SUBJECTED TO A PRESSURE TEST OF TWO HUNDRED (200) PSI FOR Q��6 SANITARY NOTES N PERIOD OF TWO (2) HOURS MEASURED AT THE LOWER END OF THE SECTION. AT SUCH PRESSURE 00 THERE SHALL BE NO LEAKAGE LOSS. ALL NECESSARY PUMPS, GAUGES AND OTHER APPARATUS WILL * �� L. K. McLEAN ASSOCIATES, f.C. N o BE FURNISHED BY THE CONTRACTOR. IN THE EVENT THAT THE FORCE MAIN FAILS TO ;� CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 00 MEET THE LEAKAGE TEST, THE CONTRACTOR AT HIS OWN EXPENSE WILL LOCATE AND REPAIR THE % THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS F 569$5 Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS, �, Designed By: MF/CFD Scale: AS NOTED DEFECTIVE PIPE 0 N J O I NTS UNTIL THERE I S N 0 LEAKAGE LOSS. AND/OR THE ACCOMPANYING sPEcIncooNs. UNLESS Trs N o Dp c�R 0 N PROFESSIONAL WHERE uu�s�SEAL, DA AND Drawn By: MIF Date: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL JANUARY 2022 SA2 � � DESCRIBE THE FULL EXTENT OF THE ALTERNTION ON THE DRAWING AND/OR IN THE SECTIONS7EIFICA710N (NYS ED. LAW Approved By: RGD File NO. 21 03Qp .000 NOTE: MINIMUM DEPTH AT CURB LINE 6'-0" EXCEPT AS ORDERED BY ENGINEER • NEW MAINLINE SEWER WX6W/6X6 WWF •• TOP & BOTTOM ° r EXISTING ACP MAINLINE d' .' 2 A �oe� A A e, ° CONCRETE FILL A OPENING .y '' MS71NG VCP BELL \ / � \ 5� 4000 PSI TYPE 11 CEMENT • `' RECAST •• +• V CLASS "A" EXISTING AC •' •'.`'. ' 4000FISI CAPPED OR PLUGGED CURB UNE EXIsnNc VCP sEwER W-J- TYPE II CEMENT TO GRADE PROPERTY LINE VCP TO DR-18 FERNCO COUPLINGFINISHED COUPLING WITH STAINLESSACP LI DR LTH FERNCO GRADE STEEL SHEAR BANDCOUPLING WITH STAINLESS 45' BEND STEEL SHEAR BANDFINISHED CAPPED OR PLUGGE SUFFOLK COUNTY TYPE "F" PVC DR-18 PIPEPVC DO M PIPE GRADE ADJUSTABLE CASTING TO GRADE - - SIZE TO MATCHSIZE IN MATCH EXISTINGEXISTING � PVC STOPPER (TYP.) NEW PRECASTMANHOLE _ " ADJUST TO GRADE W/ ALL WEATHER I I I I I I I ( I I MAINLINE MAINLINE PLAN BRED CLAY BRICK W/ TYPE 2 MORTAR PLAN (MIN. of TWO COURSES & MAX. OF 12") 4NOTES: 6" PVC SDR-3 ® 2 % 1. EXISTING ACP OR VCP MAINLINE STANDARD M.H. FRAME & COVER, •-° :• SEWER TO BE CUT WITH PIPE FINISH GRADE TYPE 'F" ADJUSTABLE CASTING • •' CHAIN CUTTER. ° RECAST • 2. IF LESS THAN 2'-0" TO PIPE : . . 4 CLASS "A" JOINT. EXISTING AC COUPLING #4 BARS ® 8" • •'. ° `S ; : 4000PSI TO BE REMOVED AND NEW DR-18 O.C.E.W. BOTTOM `'�`-4' .,• TYPE It CEMENT SEWER TO BE EXTENDED TO ACP �:'^. ;;,x. ?ice,;q,4:•g:a .c.•,,s:.;.r; WX6W/6X6 WWF FACTORY END. s : '•,.• =:?•;+r:�;;;a'. i :;:;., TCP & BOTTOM 3. IF LESS THAN 2'-0" TO PIPE • •.. i ADJUST TO GRADE WITH ALL WEATHER RED 12" � 'i CLAY BRICK W/ TYPE 2 MORTAR JOINT. EXISTING VCP TO BE 8" (MIN. OF 2 COURSES & MAX. OF 12") REMOVED AND NEW DR-18 SEWER MANUF. IDENTIFICATION S.C.D.P.W. STD. M.H. STEPS TO BE EXTENDED TO VCP (S.S. OR STEEL REINFORCED '' ; ' -'y�'•'s'� rr SEE FACTORY END. CAST IN WALL COPOLYMER POLYPROPYLENE) " LAYER OF STONE PROFILES IEL AINTAIN MIN. 6" SEPARATION 12" O.C. 0.12 SQ. I ENTIA OF HEIGHT BETWEEN BRICKWORK AND STRUCTURE 6" DIA. 45' BEND NEW PRECAST MANHOLE ;.12 SQ.E IN./FT. REINFORCEMENT (D.I.P./DR18/SDR35) PLAN (TYP-) . SQ. OR 3'4"m SELF S�ALING BUM RUBBER SEE 4' PVC DR-18 PIPE SIZE PROFILES PVC DR-18 PIPE SIZE 2" ) NOTES: A.S.T.M. C-478, LATEST REVISION STANDARD TO MATCH EXISTING 1y � 1. ALL MANHOLES SECTIONS SHALL CONFORM TO MATCH EXISTING ACP TO DR-18 FERNCO SPECIFICATIONS FOR PRECAST REINFORCED 6" DIA. 45' BEND VCP TO DR-18 FERNCO COUPLING WITH STAINLESS CONCRETE M.H. SECTIONS. (D.I.P./DR18) COUPLING WITH STAINLESS STEEL SHEAR BAND 2. MANHOLE RISER SECTION TO BE FURNISHED 6'X6"X6" WYE BRANCH STEEL SHEAR BAND IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. EXISTING ACP MAINLINE 3'-3" MAX. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED •a :o (D.I.P./DR18/SDR35) EXISTING VCP SEWERA 4' 4 0 EACH CORNER (TYP.) (NO FABRICATED WYE) ANGLE VARIABLE EXISTING AC (TYP-) • MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. MIN. OF 30'/ MAX. OF 45' EXISTING VCP BELL COUPLING 4. LOADING TO CONFORM T AASHTO 615- LOADING . •• 5» 5. REBAR TO CONFORM TO ASTM A-615-60 • � •••;• 6"X6"X6" WYE BRANCH 8"X6" WYE Fs=60,o00PSI (TYP. SIZE A185 Fs=65,000PSI - I 2'-0" MIN. D.I.P./DR18) ( ) '-I f'- -i f"' 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. (NO FABRICATED NYE) 2'-0" MIN. L. •.., •• `• - 6 PVC SDR-35 ® 2 % - �.. . �'.•.,••• ,. 7. CONCRETE TO BE 4000PSI ® 28 DAYS FLOW 6" MIN. DIA. 6" MIN. DIA. FLOW (SEE NOTE 3) (SEE NOTE 2) --� B. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & (DR-18/SDR35) (DR-18/SDR35) 3/4" GRAVEL UNDER "WYE" ____I____ 3'-0' BASE BOTTOM STEEL VCP ACP SECTION PVC JOINTS PIPE 2" PAST A #2 STEEL HOOP A=VEEROUND BLE JOINT (TYP.)) • MAINLINE MAINLINE INSIDE WALL 3/4m FLOW 6"0 MIN. DR-18 6"0 MIN. DR-18 FLOW TYPICAL GRAVITY HOUSE CONNECTION SECTION SECTION A-A �.••. , "K APPROVED EQUAL LE SL • KOR-N-SEAL" FLEXIBLE SLEEVE J. .•. . SEE DETAIL) NON-PAVED AREA CLEAN-OUT DETAIL NEW MAINLINE SEWER CONNECTION TO 8" 2"( ) 1Y" REINFORCEMENT #4 BARS ' � N N CDR MONOLITHIC BASE SLAB N.T.S.NTS• #4 ® EACH SIDE 8" O.C.E.W. TOP BUILDING CONNECTION DETAIL EXISTING ACP/VCP SEWER SEE SCORING DETAIL TYPICAL GRAVITY HOUSE CONNECTION N.T.S• N.T.S. SECTION A-A IN ROADWAY CLEAN-OUT DETAIL 4' DIAMETER SANITARY SEWER MANHOLE N.T.S. N•T.S• SUFFOLK COUNTY TYPE "F" ADJUSTABLE CASTING TO GRADE ° ADJUST TO GRADE W/ FINISHED GRADE 16" GA. S.S. BAFFLE 17-0 HANG TABS A : " \ CLASS "A" A ALL WEATHER RED CLAY BRICK SUFFOLK COUNTY TYPE "F" oQ�i. CONCRETE FILL W/ TYPE 2 MORTAR (MIN. OF SHAPE TO FIT \ ; 4000 PSI TWO COURSES AND MAX. OF 12") ADJUSTABLE CASTING TO GRADE PIPE OPENING TYPE II CEMENT ADJUST TO GRADE W/ FINISHED GRADE ALL WEATHER RED CLAY BRICK i < • Ia °•' �" SQ. OR �'4" DIA. SELF W/ TYPE 2 MORTAR (MIN. OF . / SEALING BUM GASKET TWO COURSES & MAX.OF 12") • I )r aLEARANCE STANDARD M.H. FRAME & COVER, SHUT OFF GATE VALVE---, (rn'') ° BACKFLUSH HOSE ATTACHMENT 24" DIA. a' • I- 7/" SQ. OR 3'" DIA. SELF TOP SLAB FINISH GRADE TYPE "F" ADJUSTABLE CASTING I 16" GA. S.S. d 1" BLOWOFF GATE VALVE -•-• OPENING ' d' •• SLAUNG BUTYL GASKET o A.R.I. AIR RELEASE VALVE 8" +V 71 a i BAFFLE IN PLACE a 2" GALV. NIPPLEia"j"" O.C.E.W. BOTTOM S.C.D.P W.S�pROVED E�UAL M.H. S PS 2" GATE VALVE S.C.D.P.W. STD. M.H. STEPS 4'-O" d (S.S. OR STEEL REINFORCED (S.S. OR STEEL REINFORCED i •.• ADJUST TO GRADE W/ ALL WEATHER PIPE SADDLE MANUFACTURED BY COPOLYMER POLYPROPYLENE) 15" RED CLAY BRICK W/ TYPE 2 MORTAR PLAN COPOLYMER POLYPROPYLENE) e • MUELLER OR APPROVED EQUAL 1 O.C. 4" FEMALE ALUMINUM HOLE TO BE � 10 lY �y, (MLN. LA TWO COURSES & MAX. T 12') D.I. OR PVC A 2 STEEL HOOP AROUND M.H. STEPS CORED SAN < •) QUICK CONNECT MANUFACTURED S.C.D.P.W. STD. M.H. STEPS FORCE MAIN OPENING (TYP.) REMOVABLE BAFFLE MANUF. IDENTIIN WA N BY DIXON (S.S. OR STEEL REINFORCED (SIZE AS REQUIRED a (SEE INTERIOR DROP DETAILS) CAST IN WALL COPOLYMER POLYPROPYLENE) FOR EACH) BALL VALVE ADAPTER IF REQUIRED SEE PIPE STANDARD M.H. FRAME & COVER, M17 r,77, �� 'a FINISH GRADE TYPE "F" ADJUSTABLE CASTING G� ALVINIZED NIPPLE D.I. FLANGEED "KOR-N-SEAL" FLEXIBLE SLEEVE 12" D.C. CIRCUMFERENTIAL REINFORCEMENT D.I. OR APPROVED EQUAL (TYP.) (TYP.) 0.15 SQ. IN./FT. OF HEIGHT CONNECTION DETAIL #4 BARS ® 8" ,, PVC TO D.I. COUPLING D.I. OR PVC TEE PVC TO D.I. COUPLING (SHAPE TO FIT) O.C.E.W. BOTTOM e W IF REQUIRED (TYP.) FORCE MAIN IF REQUIRED (TYP.) PROPOSED 5" "KOR-N-SEAL" FLEXIBLE SANITARY SEWER i Sz ° 1�'+xFAaENeE /" SQ. OR �'4"m SELF �- ADJUST TO GRADE WITH ALL WEATHER RED CnZ5 SLEEVE OR APPROVED EQUAL Id 1 WIDE S.S. (rn.1 SALING BUM RUBBER 15" CLAY BRICK W/ TYPE 2 MORTAR <Lu :14'-0" STRAPS FASTENED NOTES: • 10" �1y 1 2, (MIN. OF TWO COURSES & MAX. OF 12") �� "KOR-N-SEAL" FLEXIBLE t� S.C.D.P.W. STD. M.H. STEPS m CIRCUMFERENTIAL REINFORCEMENT JA D.I. SLEEVE OR APPROVED EQUAL To WALL WITH 1. ALL MANHOLES SECTIONS SHALL CONFORM INTERNAL MANUF. IDENTIFICATION STEEL REINFORCED 0.12 SQ. IN./FT. OF HEIGHT 18" INSERTS. (SEE 6" TO A.S.T.M. C-478, LATEST REVISION STANDARD DROP CAST IN WALL 5" MANHOLE TO BE BENCHED INTERIOR DROP DETAILS 5' COPOLYMER POLYPROPYLENE) 1X CLEARANCE ) SPECIFICATIONS FOR PRECAST REINFORCED CIRCUMFERENTIAL REINFORCEMENT 1 . (TYP.) +Y x� OR COVERED TO FACILITATE • STEEL PIPE OR SOLID CONCRETE PUMP OUT NOTE: S.S. STRAPS CONCRETE M.H. SECTIONS. 12" O.C. 0.15 SQ. IN./FT. OF HEIGHT •r--.-r BLOCK PIPE SUPPORT 2. MANHOLE RISER SECTION TO BE FURNISHED (TYP.) �" SQ. OR SELF • e FILL WITH GRAVEL TO BE MAX. 2' O.C. IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. a "• STEEL PIPE OR SOLID CONCRETE aALING BUTYL RUBBER d ` < BLOCK PIPE SUPPORT P C INTERNAL DROP 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED NOTES: MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. 1. ALL MANHOLES SECTIONS SHALL CONFORM I`1�� PVC ELBOW 4. LOADING To CONFORM T AASHTO H-20 LOADING FILL WITH GRAVEL MATCH SLOPE 1-y»arARENCE TO A.S.T.M. C-478, LATEST REVISION STANDARD 4'-1O" CLASS "A" 4. 9 ROWN A 5. REBAR TO CONFORM TO ASTM A-615-60 z SPECIFICATIONS FOR PRECAST REINFORCED NOTES: 3'-0' BASE 9,'`. Fs=60,000PS1 CONCRETE FILL CONCRETE M.H. SECTIONS. SECTION :c :p 6. WELDED WIRE MESH TO CONFORM TO A.S.T.M. STAINLESS STEEL 1. ALL MANHOLES SECTIONS SHALL CONFORM 4000 PSI A185 Fa=65,000PSI 2. MANHOLE RISER SECTION TO BE FURNISHED TYPE II CEMENT PROVIDE S.S. �� " >• '' •' P 7. CONCRETE TO BE 4000PSI 0 28 DAYS STRAP 2 Xi IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. TO S.C.D.P.W. 4' DIA. SANITARY SEINER M.H. P'. V-3" MAX. 3. MANUF. TO CERTIFY THAT MANHOLES DELIVERED REQUIREMENTS & A.S.T.M. C-478, LATEST SEWER a •.s, 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & (16 GA.) TO FIT -5' BOTTOM STEEL OR CCA LUMBER :. :: (TYP.) • MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. REVISION STANDARD SPECIFICATIONS FOR A #2 STEEL HOOP AROUND OPENING (TYP.) 6" 5. REBAR TO CONFORM TO ASTM A-615-604. LOADING TO CONFORM T AASHTO H-20 0ADING NOTES: PRECAST REINFORCED CONCRETE M.H. SECTIONS. 8' CLEARANCE TYP.) MONOLITHIC BASE SLAB Fs=60,000PSI 1, ALL MANHOLES SECTIONS SHALL CONFORM TO S.C.D.P.W. 4' DIA. SANITARY 2. MANHOLE RISER SECTION TO BE FURNISHED 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 REQUIRE. 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 ® 28 DAYS 2, MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS AS REQUIRED. MEET ALL REQUIREMENTS OF S.C.D.P.W. SPECS. SECTION SEE SCORING DETAIL MANHOLE WALL d 8. FLAT SLAB TOPS (NO JOINT) 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 3'-0" BASE BOTTOM STEEL. 4. LOADING TO CONFORM T AASHTO H-20 LOADING 5. REBAR TO CONFORM TO ASTM A-615-60 SECTION PVC JOINTS PIPE 2" PAST 3/40 A #2 STEEL HOOP AROUND OPENING (TYP.) NOTES :1) AN INTERNAL DROP ASSEMBLY SHALL BE STAINLESS STEEL INSIDE: WALL FLEXIBLE JOINT (TYP.) 5. REBAR T❑ CONFORM T❑ ASTM A-615-60 Fs=60,000PSI Fs=60,000PSI USED AT ALL LOCATIONS WHERE THE INVERT ELEVATIONS 6, WELDED WIRE MESH TO CONFORM TO A,S,T,M, A185 Fs=65,000PSI 6. WELDED WIRE MESH TO CONFORM TQ A.S.T.M. DIFFER BY MORE THAN 2 FEET. ANCHOR BOLT 7, CONCRETE TO BE 4000PSI @ 28 DAYS A185 Fs=65,o00PSI 2) A 5' DIAMETER MANHOLE SHALL BE USED WHERE *K APPROVED" FLEXIBLEQUAL SL EVE 8. FLAT SLAB TOPS (NO JOINT) MUST HAVE TOP & BOTTOM STEEL, 7. CONCRETE TO BE 4000PSI 0 28 DAYS INTERNAL DROP MANHOLES ARE REQUIRED. 8" 2»(TYP.) �yy" (SEE DETAIL) 9, BOTTOM SLAB MANUFACTURED WITH 12' OPENING 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 5 DIAMETER INTERNAL DROP MANH0LE DETAIL 8" O.C.E.W. TOP OR CORE IN FIELD 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 C D � A 5' M.H. 6" 6'-0" #4 BARS 0 8" OCEW BOTTOM # 3 RODS 4' M.H. 5" 4-10"1#4 BARS 0 8" OCEW BOTTOM 9" INTO CONCRETE A (2 REQUIRED) A B A 1-1/2-I----� (8) REQUIRED 2- ANGLE RON °a• a •• AIR VENT 30° CONCRETE CHUTE a • MORTAR LINED • a 2' MAXIMUM AND a VENT BASE ° 1/4" DIA. 1/2" 1/2" A THE RENGINE EECTED NGINEER a ' :• B B •° .' O.D. /2" . ' ALUMINUM 10" BOLT J INVERT ALLOY POST ' � CLASS "A" DIA. TTI •. :,• . 4 4000 PSI TYPE II CEMENT 18" DIA. • PLANV ° ' a. s a 4. ° a 24"0NOTE: d a. . ' THRUST BLOCK TO BEAR ON " UNDISTURBED S❑IL MORTAR LINED SECTION A-A .. ROUND OFF CORNER • 1/8" THICK A A CIRCULAR BAND RING MADE FROM 1/2- PLATE �45' PLATE ` • BASE CURB WATERTIGHT M.H. D #4 BARS 90' ANGLE LIFT HOLES 180' APART W/ 2" OVERLAP EACH SECTION THRUST BLOCK FRAME & COVER CLASS "A" PAVEMENT 4000PSI 9"� SIZE A B ANDRELL ° •', ti. TYPE II CEMENT O.D. • A •. ♦ E 8 5.6" 6" 7.45" •°r ' e e:a • 2' MIN. ° SSS BAND TIGHTEN TO # 3 RODS CAST IN PLACE �'' .•:4 : * ;'' 3'-O" DEPTH 10 7.2" 6" 9.32" 0 CIRCULAR MANHOLE . VARIABLE e 60 FT. LBS. IN FIELD e .' • SLOPE A PER FT. A .d ° 12 8.8" 6" 11.10" !. ' a v _ UNDISTURBED a'. I.D. : d EARTH TRIM ENDS OF •• ° ', :.• A c d ANGLE TO FIT ° e ' A 47 ° "KGR-N-SEAL" FLEXIBLE SECTION :. ' a' CLASS "A" e •�. t i•: r' •, TTINGS AS REQUIRED SLEEVE OR APPROVED EQUAL O.D. e • �:': a .:.,?...:�.�:.' .,.. 4000 PSI CLASS "A" • :• ;. .;. NON-SHRINKING SECTION B-B NOTE:MAX. TEXT PRESSURE 200 PSI SAMPLE MA KIING O.D. :LD TOGETHER •.• .d • . TYPE II CEMENT 400o PSI GROUT ~ • • d a TYPE II CEMENT NOTE: d• :• . 'd. 2" DIA. SCH 80 PVC VENT SCORING DETAIL DEAD END A' . a" NOTES: PIPE CONNECTION DETAIL PIPE SIZE 90' BEND 45' BEND 22-}2" BEND 1) AFTER CONSTRUCTION IS COMPLETE, TRUE • • •' .• ' , ° PIPE WHERE ORDERED 1, MANHOLE VENTING TO BE INSTALLED WHERE AND WHEN N.T.S. N•T•S OR TEE THE O.D. DIMENSION FOR THE FULL „ 1 2 1 4-�'a" S.S. ANCHOR BOLTS DIRECTED BY ENGINEER, LENGTH OF "B" TO 0.010" BY TOOL AND MORTAR LINED 2, VENTED AIR EXHAUSTER AS MANUFACTURED BY 'BARRINGTON' 3 4 2 1 LATHE OR GRINDING. VIEW A-A CAST ALUMINUM UM N EQUAL. CATALOG NO. B1212DR7-CA/BK-WPRT OR 81, 5 7 4 2 2) TEST RING SUPPLIED BY CONTRACTOR 1011 7 10 5 2 Yq 10 15 7 4 5'0 8c 4'�b MANHOLE BASE SECTION 8c TOP SLAB 16 24 12 s WATERTIGHT MANHOLE VENTING DETAIL - THRUST BLOCK BEARING AREA SECTION A-A RECIw �� 0 N.T.S. SQUARE FOOT BEARING AREA OF DEPARTMENT OF PUBLIC WORKS BLOCKING ON UNDISTURBED EARTH SUFFOLK COUNTY, NEW YORK JAN 2 7 2022 GO, NO-GO DEFLECTION THRUST BLOCK DETAIL TESTING MANDRELL MANHOLE CHUTE Southold Town N.T.S. N.T.S. N.T.S Planning Board DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD ' SUFFOLK COUNTY NEW YORK GREENPORT MEDICAL OFFICES AND RESIDENCES "EWy°\ SANITARY DETAILS � L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE SPATE OF NEW YORK PROHIBITS 56g Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS Designed By: MF/CFD Scale: AS NOTED AND/OR THE ACCOMPANYING SPECFICATK)NS, UNLESS WS UNDER THE DIRECT10N OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THE PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND Drawn By: IMIF Date: JANUARY 2022 S A 5 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR SECTIONS7209-2). LAW By: RGD File No. 21 038.000 Suffolk County DPW Suffolk County DPW Suffolk County DPW Division of Sanitation Division of Sanitation Division of Sanitation Exterior SEDIMENT Interceptor Exterior GREASE Interceptor Exterior LINT Interceptor EXISTING AC COU13UNG SEE NOTE 1 "" Wished grade NLN. nfehed grade nished grade Use manhole cover 4D or 5. 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 FERNCO (SEE NOTE 2) Manhole covers must be orientated directly Adjust to grade w/all weather Manhole covers must be orientated directly djust to grade w/all weather over inlet & outlet piping. red day brick w/ type 2 mortar COUPLING WITH STAINLEES over inlet & outlet piping. red day brick w/type 2 mortar over inlet & outlet piping. red day brick w/ type 2 mortar (Min. of two courses & max. of 12-) STEEL SHEAR 13AND 7 8' a in./ft or (Min. of two courses & max. of 12') (Mtn. of two courses & max. of 12") 7/8" sq. in./ft. or / 7/8" sq. In./ft. or 3/4" dia. self sealing 16"Max. einforced H 20 loading 3/4" dia. self sealing 16'Max• einforced H 20 loadin 3 4" dia. self sealing 16'Max. g 9 / 9 einforced H 20 loading butyl rubber (typ.) 8'dia.) 8" min. top slab PVC DR-18 PIPE butyl rubber (typ.) B'dia.) 8" min. top slab butyl rubber (typ.) 8'dia.) 8" min. top slab M'dia.) 10" min. top slab SIZE TO MATCH M'dia.) 10" min. top slab f 10'dta.) 10" min. top slab 24" 24" (8' & 10' dia.) min. reinforcing #505' T&B EW CURB LINE EXISTING-,_ 24' 44• (8' & 10' dia.) min. reinforcing #505' T&B EW 24' 24' (8' & 10' da.) min. reinforcing #505' T&B EW T Where openings interrupt reinforcing steel Where openings Interni t reinforcing steel ~ ~ . -.TT P 9 Where openings Interrupt reinforcing steel 1 place a min. area of steel equal to 1/2" the place a min. area of steel equal to 1/2" the lace a min. area of steel equal to 1 2 the Inlet from Inlet from P q / " area of the Interrupted bars on each aide area of the interrupted bars on each side Inlet from [ area of the interrupted bare on each side building -�j PROPERTY UNE buildin -� 16"Min- ( of the opening p P 16"Min. of the opening (EW) PVC DR 6' pipe min. 16'Min. of the opening (EW) building -� g ( 6' f e min. WYE P P To sewer 6' pipe min. To newer To sewer wow 1 connection 45' BEND ACP it H1 flow nM connection flaw 1 connection pipe min. MAINLINE 6" pipe min. '' pipe In. * *Flexible watertight PVC STOPPER (TYP.) *Flexible watertight Flexible s{bleKor�N-iSeaP varies boot.or ua r-N)Se°I" boot. Kor-N-Seal' or equal (typ.) or equal (typ.) VCP (8'dia.) 18'-6"max. (8'dta.) 18'-6"max. varies (Bala) 18'-''max (( (( (10 dia.) 20'max. 8 dia. 0.20 sq in ft ht up (10 d a.) 20'max. �8 dia. 0.20 a to ft ht u 10'd a. 20'max. to 10' working depth 6" PVC SDR-3 ® 2 7 MAINLINE q P ( ) 8 dia. 0.20 sq in ft ht up 9 P 5' minimum 0.25 nq in/ft ht 10' to 10' working depth 5' minimum to 10' working depth working depth to 16'-8" working depth 5' minimum g °p 0.25 a In (10'dta.) to 1 eq kl/ft in up working 48' min. 0.25 sq In/ft ht 10' working depth q /ft ht 10' 9 P to 16'-6" working depth 0. 5 working depth 72' max. to 5 q i working depth (1O'dia.) 0.25 sq in/ft ht up to 0 s In/ft de10' ' PVC DR-18 PIPE T maximum (10'dla.) 0.25 eq in/ft ht up NOTES: to 10' working depth to 10' working depth q / 1. EXISTING ACP OR VCP MAINLINE SIZE TO MATCH 0.30 sq in/ft ht 10' 0.30 sq in/ft ht 10' to 16'-6• working depth SEWER TO BE CUT WITH PIPE EXISTiNG to 16'-6 working depth to 16'-6' working depth 2'-6' Sediment Interceptor CHAIN CUTTER. depth 2-6 working 4' min. all thickness g2'-0" 2. IF LESS THAN 2'-0" TO PIPE a min. all thickness4" min. all thickness JOINT. EXISTING AC COUPLING VCP TO DR-18 INLEES 12' #6012" O.C. RAD. 2'-0' 2'-0" Placed O.C. RAD. COUPLING WITH STAINLESS �" - P#6012laced O.C. RAD. Placed radially TO BE REMOVED AND NEW DR-18 STEEL SHEAR ELAND Placed radially Placed radially SEWER TO BE EXTENDED TO ACP 2'_ FACTORY END. MIN, 3. IF LESS THAN 2'-0" TO PIPE PLAN (SEE NOTE 3) 8'-0" dia. or 10'-0" dia. JOINT. EXISTING VCP To BE 8'-0" dia. or 10'-0' dia. 8'-0" da, or 10'-0" dia. REMOVED AND NEW DR-18 SEWER 8'dta. min. 8" thick slab (8'dia.) min. e" thick slab TO BE EXTENDED TO VCP EXISTING VCP BELL (1O'dia.)min. 10" thick slab min. reinforcing #505" T&B EW (10'dila.)min. 0" thick sl b min. reinforcing #505" T&B EW (10'dia.) min. 10' thick slab min. reinforcing #505" T&B EW FACTORY END. 4. MINIMUM DEPTH AT CURB LINE II EXCEPT AS ORDERED BY NOTESNOTES: : ENGINEER. NOTES: ANGLE VARIABLE 1)AII interceptors must comply with ASTM C1613 and shall be MIN. OF 30'/ MAX. of 45• 1)AII interceptors must comply with ASTM C1613 and shall be 1)AII interceptors must comply with ASTM C1613 and shall be designed by a professional engineer licensed in the State 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. (TYP. SIZE) 2)When bottom slab will be below groundwater level design for 2 When bottom slab will be below 2)Wotahen bottom slab will be below groundwater level design for 9 ) 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" 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" ctearence to the under SECTION_ the outlet pipe with a min. of 6" ctearence to the under the outlet pipe with a min, of 6" ctearence 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 O N EXISTING ACE/VCP 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)Monotithic walls and bottom slab to a minimum of 4 inches N.T•S, 7)Monoiithic 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. 40001 0 28 days. 8)Concrete to be min. 4000psi 0 28 days. 9)Rebar to conform to ASTM A-615-60 (Fy--60,000psi) 9)Rebar to conform to ASTM A-615-60 (Fy--60,000ps1) 9)Rebar to conform to ASTM A-615-60 (Fy--60,000psi) 10)Wetded wire mesh to conform to ASTM A185 (Fy--65,000psi) 10)Welded wire mesh to conform to ASTM A155 (Fy--65,000psi) 10)Weided wire mesh to conform to ASTM A185 (Fy--65,000psi) 11)Drawing not to scale. 11)Drawing not to scale. 11)Drowing not to scale. 229 BEND (D.I.P/DR18) D.I.P. TO EXSTEND A MIN. 45'BEND(D.1.P./bR18) CAST IRON :• '�° 2' INTO VIRGIN SOIL. WALL PIPE 3 6" P./DR-18 D.I. :••a o EACH CORNER(TYP.) SLEEVE + WYE BRANCH (8'X6-) Id . (D.I.P./OR18) C 6' 1 e" (NO FABRICATED WYE) ° n O O .. -#5 BARSMIN.-. �3' MIN. 3' MIN.--I PVC DR-18 FORCE BUTYL RUBBER FEDERAL SPEC. 'Ae ! FLOW I FLOW MAIN SS-S 00210 &AAS HTO M-198 (PAINT BOTH SURFACES WITH BUTYL a a • ° RUBBER PRIMER BEFORE ASSEMBLY) 6e e "A" v c a w 3" .: c • ¢ 7" D.I.P. SPOOL PIECE #4 O EACH SIDE 15 /e .' ' CLASS "A' 14" PS-2 B r 4000PSI SECTION A-A Y" GRADE 60 STEEL MANHOLE STEP TYPE II CEMENT MODULAR SEL FkINFORCEMENT W STAINLESS m M.A. INDUSTRIES INC. L TYPICAL CONCRETE AND KELLY & DIVIDEND DR. STEEL NUTS AND - =1 � PRECAST CONCRETE WALLS PEACHTREE CITY, GA. ' A CONST. KEY AT ALL BOLTS (OR APPROVED EQUAL) COLD JOINTS 77 #5 BARS WATER STOP TYPICAL PRECAST A SECTION A-AS.S. OR STEEL REINFORCED COPOLYMER POLYPROPYLENE CONCRETE J O N T 2•-6" 1_1• .;::. + 1. MODULAR SEAL STRIP SHALL BE PLACED SO THAT DETAIL STRUCTURAL MANHOLE STEP DETAIL 61/2' ° BOLTS CAN BE ADJUSTED DURING NORMAL OPERATION. SCALE: NTS N.T.S. �----3'--I VERTICAL HOUSE CONN, �A ASSEM, 8" ELL "ALT. A" TYPICAL WALL_ CAST IN PLACE PENETRATION DETA L N.T.S. SCALE: NTS TOP OF TRENCH TOP OF TRENCH MIN. 27 SLOPE so• BEND (D.I.P./DR18) MATERIALS & JOINTS EQUIVALENT TO °° e a LOWER LIMIT FOR O BELL TO BELL ----2'I NTOP. OVIRGIN SOIL. MIN. 45'BEND (Dd.P./DR,B) WATER MAIN STANDARDS OF CONSTRUCTION ° ° SHEETING DRIVENo ° 0 AND PULLED o AND PRESSURE TESTED TO ASSURE WATER ° "A" o.D. "A , "A" o.D. •A' •a 14 s" D.I.P./DR-18 c O EACH CORNER(TYP,) TIGHTNESS PRIOR TO BACKFILLING e WYE BRANCH (B-X8') o o ° ((D.I.P./DR18) TRENCH ° • e o o TRENCH .. NO FABRICATED WYE) 10'-0" -lot-091 DEPTH ° o DEPTH 0 0 #4-#5 BARS PIPE ° SAND AND a PIPE EMBEDMENT GRANULAR • EMBEDMENT SOILS -\3' MIN. v v 3' MIN. ° I.D. o ° O I.D. ° e o o O O •'._1'-8"0 FLOW FLOW p O 0. :--,k m ' • 6- e o CLASS I MATERIAL .0 ,o H HAND COMPACTED o° a 3- %ENCH WIDTRENCHOWIDTH '' + . ZO* 7" CLASS II OR III MATERIAL HAND SHAPED BOTTOM COMPACTED IN MAX. 6" /4 O EACH SIDE LAYER TO 95 DENSITY. 1/2 O.D. MIN. CLASS "A' WATER MAIN OR 4000PSI WATER SERVICE SEWER MAIN OR (AsHo. T-ss) ALTERNATE "A" ALTERNATE "B" TYPE II CEMENT BUILDING CONNECTION SEWER FOUNDATION IN GRANULAR SOILS SECTION A-A 18" MIN. TOP OF TRENCH ALL TRENCH DEPTHS A CONST. KEY AT ALL LOWER OMIT FOR ° ' COLD JOINTS SHEETING DRIVEN ° O #5 BARS AND PULLED ° ° ALTERNATE "B"-CLASS I MATERIAL "A" O.D. 'A' HAND COMPACTED OR o ALTERNATE "A'-CLASS If OR III �� 8" X 6" WYE 10'-0" 10'-0'° ° • 12 MIN. a MATERIAL COMPACTED IN MAX. 6" 8"0 TO 36"0 eA"12 AX 2'-8" +' B X B X B GASKET EDGE OF TRENCH O ° LAYERS TO 95 % DENSITY BY THE 8 1/2"'•. 4- A• ' GRANULAR a DESIGNATION T 99) TEST (A.A.S.H.O. 96"0 TO 144'0 24" SAND AND a 42"0 TO 84"0 18" NOTE: SOILS 0 O I.D. ° CLASS I MATERIAL 3 I r c9 0 HAND COMPACTED RAE I ? E D �1 HORIZONTAL SEPARATION BETWEEN SEWER VERTICAL HOUSE CONN, AND WATER LINES MUST BE 10' MINIMUM '•r NOMINAL 3" WIDE LUMBER PICK X C.C.A. SAN � 7 2022 p \ / p TREATED 0.8 RETENTION NOTE. ALL DRAWINGS NOT ASSEM, 8" P,V,C, "ALT, B" o e o e PLACED PERPENDICULAR TO TO SCALE �- J A ° �--e"°TRENCHoW1DTH ° t of TRENCK AND CONTINUOUS Southold l own CAST IN PLACE ALONG CENTERLINE Planning Board N.T.S. WATER/SEWER CROSSING DETAIL SEWER FOUNDATION IN ORGANIC SOILS DEPAR MK T OF PU LIC WORKS SUFFN.T.S. SEWER FOUNDATIONS DATE BY DESCRIPTION APPROV. BY REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY GREENPORT MEDICAL OFFICES AND RESIDENCES 9L SANITARY DETAILS �Q� G.Dig/4 w L. K. McLEAN ASSOCIATES, P.C. Gj CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS < C.iS i 1 ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 85 Designed B : / AS NOTED Sheet No. AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS ITS 569 9 y MF CFD SCale: UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, WHERE SUCH ALTERATIONS ARE MADE, THEpRQFIP Drawn By: MF Date: JANUARY 2022 PROFESSIONAL ENGINEER MUST SIGN, SEAL, DATE AND C G DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE J U DRAWING AND/OR SECTIOOI�NSPECIFICwTK)N(NYS ID. LAW Approved By: RGD File No. 21038.000