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Teatown Campus Renovation Signed Site Plans - Sheets 21-40
PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/12/2025 1: 26 PM C: \USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-4.01 — 4.04 UTILITY PLAN PLT.DWG �' _ '.", " I , , " r/ l .1 i 1. �,! J' "I 0 ,! Z�I I �; .,I , r� r': ', / r n AA 11 �, r� _ zf> r t - , I r' ~ ,,� . ` / ---- —\--�.----� ; f� I y BUS PARKING AREA T'y I * WF 28C I�. w / f r 1 �% 1/ -\ I h 1 x1 \___/ � s J ,�"_,,,�j a * / ; , /1; . , ,�� ,"�, \ ,- • I / ' •�'�` �� 4' -HIGH r �� 1 �- rr v,� ' a - t '� 1 v �` I ':::, f�' r `.„PVG s CHAIN LINK FENCE, j I I r' r r \` ._ 21 t T \ Inv 32 C TYP. I �: ' 1•__� O I �,ii 1 / � ' �`; �,,It. . f, _ \ \11 W. �, J WF 22C w �° \ .r NATURE / / „ • v y I P D I `� � ® v LAYGROUN ,� , ' :; 1 2,188 SF I �. / �l ;.,' / 1 l /� ,� i/ '/ ,< 7S T' f' \:c .< / 1 .�\ `. ,` ` `, ✓'yy ! ry .f T -3270 x , _ a d r -,:""\� \ Inv` I I / \ `.k1. ✓ `,,, \ I - ¢ J �i ' „ PVC L g PSG \ I ,, DAL 1 1� t !' 5� �� Per (2) .321 06 �� MATCH LINE II / � r ^ ; ! / 1nv.31 Inv-32�' in \ / I.M. I / /�11 1 IIIIIIIIIIIIIIIIIIIIIII \ � u, r, !y NEW TRENCH DRAIN a - ' �- _ - - r•,,*,;,','/,n1 , ,;: _,n �.. G .-/ . 1 r, zr<zy/ r ,r:7;i r,1•, .:-. ,� \ >'z c / y 7 r _, `', /1 1 / t' r O „ Pv �� QV ���' �` N ` 2. — - .., a w i /;''. Q ^. �4 \a / - Fy / {✓C,i,<•/i/ j /y Ill/ r f�,,, 32 CONCRETE WALL j — — — \ — CONNECTED TO c� /� �F a✓' /-,rr'"' r , y 7i7 !< x, 'ti<1 Y /`�1, < / r., r,.,*/ -. ,� , PV Inv'" a J / x C1° 1 1rti z!r 1' ! /z FyFy , 2.2.9 \ O J r `y r ° Oy 2 S r r f F /! ;i tix/ ' / < _ , ,32 SUPPORTING DECK `+ DEC ABOVE BLDG. PLUMBING � _i� Q / r,00 , rT . /y . , - , ✓ „�, Inv (\ 1 (, ) a ,',�` \ V \ ��ll% f// / ;. } t / , '; ✓% ' i �G • f. 'r. ^. r "�e J' _ � ti.✓,.,! ri° �2t;r, 1 ,yz/�/7,' %rl 1�•r,, , y^ .y b . :;. ,..,., ,>,. , . ,,( • • .. ,: <, .:.<.. , .:. 1 ,,w \ ,•.. — ,-+, C}. a .� .:.., �' _ °+p �'rl J y;,:. T.f� " I ,. •-n•�/. �7`T/ J �'��. : �T` a SEE ARCH. PLANS11 O SEE DWG. P 2100 �' / {. 1 \ !. , . .. ,_...�_W ( / ! +,,. 1F ?;�y� r 1 r<(!/r r <. tiYr.1r /,I �!-/' /-,f .� f, Y >_ f^ llv'322 • I�//� r fl 6 ` 1Y ' r } ;> /1�✓rr fhf/ 1 ✓11, f.r;1z/ C ar/rl .r+7 f 11 i /;. i \ \ t f I \, _ 1 ^ l �G 1 fi' j Jy 7 ti F :r< ,r :<1 i u ., 'r \ I 'n//� S `. \ , \ CJ�\ l ?r / /F✓{,' ff 1 / ;" ! f /I ! y F / - /Y ! /, h ' \ "/A � >\ 'vJ 'tl : �` ,( '' l jjj// /:`% F`1::'1`,{ S r 2'>- /;'�Y, / !r h:: � 7r'x r ,.:,1 _.-. .. • \ AP P ROX Q °SCR >_. IA fr r/ ., , ; r . ✓ ; � r" : r ,mot r : � � 1 � f J ,. • : .:,-;', •r,,6, t`� :,,<,.. �N I1 i`/7 !-. t /lu,. , f:.r/ '; ,/f , �.f'frj,/` yz, \ , LIMIT OF DECK " s ^, r f. zr:/, r ;y /,r / , x, 1 v ! u, \ NEW l 1. \ 1 J 1r <. a 7, ` I 1 a '/ ABOVE a 1, - � � . F 1 Y. • .'�e .r , •..... -,:., .., �. :7.,)I "ty !• � i /! r :F: i % �', r/: f r! ' r /✓hf � Y..� ,. 1. ► TRENCH DR. ! I h �f. r f, F �:,. f / r oc : t W " " T "- ' : • \ \ : ,.>,... .1 ,�61 i`�`.,.- ze s' ®.• J ,'; ",rj r J , J" i' ' r �y ,�j ,. ,� ti / , F !,; • m f 1 r . i� :/rf \ r < 1 1 r, , f f r 1✓ r y c N r r •` , I 1, G v , n. / r 1 y + r Z�y r.!; r F 1 1 \ r1 , p \ l ..a,.- �. r ; a ', ,[r A .f,f.I;: I C/:i I-- J 6i y /✓ ,r Tr. _,r . rl.. ,, -" I tr f ✓x - a 1 \r r f �\ 7zs y cJ 1 r Y • f .- W u 1 1i t/ ,y/ , ---- , e W 1.1 / nr r 1 /. f \ r ,r • F, ,. ,. I l t r w o /' '� \ ','..'; .J ,r , I , , f _.� 1 ... ... N'. r ' / ! /I.; r.,1✓ { T'7 6 /' ,r .� �. I ; G , GEOTHERMAL WELL SYSTEM / / i,. , \' / 1 r �, : F I v y / I: a�- ■L 1 ..--- AREA SEE MEP PLANS r ,y i EDUCATI N E � � r .2 `'s ..� \ / 0 C LATER `, 1 ( ) � � :! �. ,< . , e '' } • x I I C,'� 1 I I wy:,,A: , Op d f /:: r - �. r L RAPTOR LOOP ! t !' ."1. y 1 , 1 �` X I I i� G) / a . `` __ I F/ it / / ✓ \ r / 1 , vey r. 1 /' r i'• ® 1 , ♦ t ' d I . )' 1, 1 , ,: / ' (_/ r / F / % , r1 r / r , TEATOWN LAKE x ® 1 PROPOSED 70 L.F. - 4 PVC SDR35 / ! ,� 1.>. /. �► \ ! ( I , '® WASTE LINE WITH CLEANOUTS AT g 1 renuh/',;,' /F f.r. ,r1,{ y F,:,/ / r . \ - 1 /. o .r' / // T { 'f ;, 1 r F.1:r 1, �- /r { :till �•r �" f f F.,. J l I ! 1 i U' {� MAXIMUM 22 BENDS AS SHOWN ,, ,, \ �ralr rF 1 f 11.tSr '' , .r r •• .-..: s , \ , , r / �:'FG1/ 7 .f 7 ! '�- , 7 ':.,, F 1 I i r r:✓ < - %� • - �� 1 ..i.,. ,�, \ ' �/ z .: - 1u '" / .',� 1;f Z .7,,' ✓, ,,'r %.''% r ✓: u '_'".!�, "I C f'r '� Y F'%,Z; , / 1 'w \ - 1 \, , (MAINTAIN 4 PER FOOT MIN. PITCH) �` \"- 1 1 > ,,: /11� ✓ r' x:y , F 7 9C x I ,' f g RAMP ABOVE = 1 , r7 � f 1' /1 ! �,�, e 1 `a ' i 11 / PROPOSED 1000 GALLON PRECAST ( ' 1 %'. "j '<�'/ , /,`r// r Tr'1 y�'" ,; S C.O. 1 ! . CONCRETE SEPTIC TANK FOR PROPOSED f Y !, . r ® ... \ -, . • r• /, / „ / ' .�" f f ' ,r,1 T , ,' - _/ "/ ,<. Ii'4, "Y,'lrrX ? fr. r,i. . 1 EDUCATION BUILDING, PROVIDE ACCESS /, pz 1 !/ ,.F a.. �✓,?r1�,,, i,, ,,, 4 ,� • „ f e°' t u ' , . ","y? t ,,<,{.'' j`,'. ,y,.y'"2 7.1•;S''.fx: 14'i`••f .'uij } MANHOLE TO GRADE v J=,- i/ 1 I r ; z 4 r,.,. '... ,., , - \4 ^... .., .� ✓ ,aa t Y r;'Yl';,*1.^l1 :�,., „"Tj,r. --,C`,�r •t . /" r.Z'y:: ..::Z / / ► I .,.. zx f/ r,T dJ. t / r. r<' I >• J< ,I� /r- J7 ti { , r vt .. , �} °h x', I I � d '�� ;7Y,i; N ": a!•Tr., .F� , f. - � J < /rY '_,«,:.. �.:" -ir I, / 1 7' y :4 ,* 'x, ;,F. ,.,"xC Y/lr F. ,'�.,�, ^%/(i% {'J . !ir �J {.yF`1h '.t -'is ,, r ' � r , ,e^ W ,lr /`. I J 'y / (/:' / EMH, TYP. / :, y' T J I Fr! ✓ F ;% �{,..r y / °. F d ° ,. /.-' P,.. ® `;C�x �.°r,i'i�.r. _{,./'. 'hr,�,,n/"E ,vyf-.l� / ,,,..Y..` ',Z�,h ' {x�1;1'%j,,%, �!•Y ! l.,, ,/, i ., ...', ,,�! w i r /. I_,, r. ar. :./ :'/ ,,x2.� ,p/ h..,y, xx. +.: .f, r /K./.<�, ,. CONCRETE WALL 1. :r' >:..,., z r7x,,c fi. 1y !� r , l r.�,,r '�� ` ,/ t, / ,r -..• / w ,i' / / \ - ..o .,Y. 1,� ✓F I /'h ,r L' t' >tY'. ✓ "',ryr-r.><r X {' ;i !{' .[.�! , i.,,r , ! ,`- • //�' - ✓ •:0 .!_C., :`, :� fir.. -�.'�'ri li'lrti .�11'.r .✓,�:).?:xx if ��rX y?'>., r.. '� '�.:r ! t>r r.;,1 +(DECK) q 11 /' r/F yzr > v<Y.�,r z, 1 t, P N D K EXTEND 2 WATER SERVICE FROM EXISTING 4 /�,,, } .� Y•r.:, / ".. ., j I SUP ORTI G EC 4�r' Y /:,.0 r r - r``^' 'x-�' I O r - '� / }Cw f1. l ,r'zY'�1J 7J lA1/ rt ,:`. }t „�, l� r / r�a`/j,X,"I1I i, is I (SEE ARCHITECTURAL AND �, a'' BUILDING TO PROPOSED NEW EDUCATIO ��J� /� r 6 I' U, 0 , BUILDING (2 TYPE K COPPER) �� �Gs /. �`� IT. f WF 18C. I ,.g STRUCTURAL PLANS r a / a, J4 \ �/ , / /c►� / 11y, \ r I n' �1� -LL / f /' V / h \ /i �vy4n7<'"rr YxJ�' I/yl /�ijY'k '/fir ��:y �� ® / ryti/ / J �/ 1 8 STORM DRAIN F_ , \ f � � < / 7 !x/ T✓ � n. r�r — I W y'. ., ✓r E/ z lxtl ( r ,<fr�/ r'r// " ! , , /r, 11111111 r PVC SDR-35 _.\ % IV/, ;�rr' ,�< � {Tz t / r4 ,., �1 / ,I — / / r <'t,rytJ �* YlT n'�n'�i/ �, �/' 177j'l,Y�,rlx4`!n // j /;,"�:, 7l� t%nf e r (___________�e 'r!\,, /' r�' ; / �/ r ,/`7` l/rlv �/,(,� 1 ,, 1'�/,.<5�� �" r I ' �>r / /!` 2`� .. 1• -_ _._ . ', \ \ PROPOSED SOLID 4" PVC SDR 21 TANK DISCHARGE I /' �r �,', c" °,k'. ° 1 r . r \ 1 TO TIE INTO EXISTING SEPTIC LINE AS SHOWN /xr�y'` AMMP'1" �'y <1,, /, r, , �� - ®` ® I / i NSW N► SURD 1 F, J �> r y i z � F _._- ---~- \ \, \ (MAINTAIN MIN. PITCH 1/8 PER FOOT) ly z. ``,,.., 1 ENT° '" 1 s TEATOWN LAKE � °1 Ap Lion as h qR ) i "ti �__._. O \ 1 ,/ \ \ PI xis «I1 SSGc T,N, l 1 1" WATER LINE ,� *' \ \ \ `!: \ a Sgniiq P��rin�J Plan �c/f J\ -:'' r f x �11),Q In (TYPE K COPPER) \ ," ,r / r \ v�a�pn�onaGin o PE / �Q �� ' — \ r } / / ,' 9 WF 17C \ ,\ ;: r,, - �� q\..\� �3�6.°r�� �o AND 4 FROST FREE SPIGOTS ,�:1s ly 1 ,"� • ©rain inlet v \I i,t;/r T ✓ / " ' co Q ® �y,i DO(,)V• / �'�' ;m�333 5 ''':� --, �� �;���F-r, ;' // WITHIN RAPTOR LOOP R 1 \ 1 f 1, S I, �` - Inv 331v) \ ;;<, �., / ' ti a- - d` \ ti; `N,, � ' k, : T�N� \p / t i3" P G ® \ 1 ;+, - fr fir', { y 1 Y 4 \ , BU O� J / I" -� r. r .� ;GEra BY R ASSGGiATFS ► �:;, ; �� I ;' // v ,� ,:: "� / } �° �/ ,a I I 1 WATER LINE .,. S FLAB MILLE 1 � I \ ;. to �TLA>� p RIN_' TI3 x 1 1.�ti ,, !�' �° / I (TYPE K COPPER) '\ �� SIEVE MUST 1, 2� I I r'ry, , 'y / G 1 / �° A�'� ' I : r�7.rz / \ AND FROST FREE SPIGOT !? J • BY I 1 ", r rF r ;,., /' % /s; / r ; \ �p0� t �\ \1 �\ >1' / , \ / ` x WF 16C x zY,f I ,f X, I / < ; s ,� l A } /t4/ AT PAVILION // 1.i * •.'' ',, ! I I i` — NATURE PLAYGROUND 1 `'' ;/` // , 0/ \ . 1. / / RE 1 , r 1 5 175 S F D l' x , \ � r.{,.,,.. r / ° ® I` f.` 1 / :,I:I il..,;-:li f ✓, X \ /' r,.. Trdx Frl ,'t, z, �,/ '<r VX. ti �- , ,-, ✓:1`17.r r p / 1/ I : / \ /�® I /.,,�/J !./.1' .7/ ,r l�{{F' 1{1, {t✓ <,� ' /rfil , i`,J_', f ` !^ \ / -t 1F/y 4 !!.'.:,'�1.•/I! / w:.�4.7, ✓. 1, �",. rfy,' L / , <::` t•, It / 1\11 11 \l\� P! ,, ` � ., 'i x / 1 ? 7 ' / "F JF ''1 1` S / /(its \I. EXISTING DEER EXCLOSURE AREA //LAIC tr / I h I- �° 1 �' J? I '' y /' © e 1 y / \ / r 1 {,_ /, / rinJ ;, , / ✓. rw �\ Plan 0 ,, 5 1 /11 1W 'r 'J �11 �, Y m�r�gC,a<' ,, 1e [ ,tro I x `�' gnt10 / J r y151 II , I Rim �353'b / I PROP. SEWER "Y" ,r Q® iI ~� r�I Ga 11, p�gti qN. SENIER � - -' gI CONNECTION s' _ - _- ECTION c / y \ , 7ver rig `fin 5 i� � I- � .J / ,,_ .x ! 11 ffov^ oi�' A \ V I !`'® h 4 ' !) \' vF 15C I \ sneer' Rim"''S 'EXIS-( PVC I _ ,� + 1 __�- /' �, , ,� �aip� SDR �' �� PE �' ;. „�a�@ ., �„i d, x / .._. \ ��.� ® �\ .. .,_ i D -- �,,-', EXTEND COMMUNICATION �, -- _:�� 1 . ® ;y,"y;: / r `�- " ----- �, \ -- w -'' // �.W J, UTILITIES TO NEW BUILDING �� \ . /',.. r Ylai _ Pror �� ter_._ - i I I Al Sep Ia Taring PIUI I �.. o e� r / > 15vG33 .,15 I ' 1 ;'CPP) \ I J� bYq arpnpana�o P + u� `�` \i��` wAw aea ;in en l wl n F 11 C " GP !r In , P / i '� '�� 7" GPP) M v �h � k 'ia r��I terVvA�'\�\ �I 1 1 P v I 1 ,/� °� \ 1\ o 5 3 4 5 C ,% % � 1n /' . 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SN- �, e 07 S PLA IATE fr Fr I R 3 "'-,-/\.\ � /� � TLI--"I\ SSGG 23 1� T I nv , - .22 +" \ � ''� ` , .a1��;`'� �'r , T WE R A 20 ✓ x t:z: 51 ;`" IM M US 1 u .r T r� <Y ., I In 1 ) \-, n, T AEG Y / rx `� 35 O r % 1 a .. k 1 . , , ti. c,� AKIN 6Y j �": ��F rr ` o / / ' O O ��� �r i '� I ��o S ,��, TEE M f, t{% r ;! o o -�� 4 ;fir r: �:. * I T �.. ,,� .' ;`/ ;6a a I L,, - we .ti < CROSSWALK AHEAD ,�. xFy�/71ti .:..: ' / O O ; '1 �--�, ,,r^1 Q, >ti Sr, . ,,,, k 1 O p \ v . a`SIGNAGE c o 0 0 �� , �, %,4 �9\ tf,, , • i a a s� <�'i 1 y •� aooaaa C' / �� � y : "'.✓ 1. jy ni ®o - ''. AS PER MUTCD y 1 %� Y " v fi{ f yf r,;,-. / a O O : 1 \ \\\\.„ '\\ * ,`> \4k� ` �Y\ x ,y,rz ff; ,.. ///// ////// Q i� %RV �'- -\ 'j. �a \\'L ir;��, ram.'. % d / O O . I-, ate` ^ : ;> ae� // l I l O O ° " , / - _ i� - � � / O� ! �Jr jII' l C?0000© / ��� © \\ / 1 r ��' , I , i n , .. �( t r, /' ni 0 `., J w "` r,r✓ k 1✓ 0 0 0 0 0 1 �� tr;' @' i f I 1 , OU t W 0 a a ✓J1; A�,",i�l"".��_Ql ,I, f / , 0 \ \ \ " OOOOOaO \ I \- It , , y r � Q 00a I �.. / I \ „,, . I __----j ,. A/ G) \ 00000000 p � a. -" / 0 0 0 o a �o� _. tr - ":/.. " ..^ i r N,A 000a0OOa O O o f Y �- � .-,.�-> -^' .' l s \ O O O O O O p __ Dr �- o 0 o a 0 0 -__. I '/ -': I O�000�0 O , �. _ -,-- o, _._.. O _ __— I �,, 000©aoo0a0�./ � �, , ,,T� r �+ `' F 1 , , -- I I:. o 0 0 0 _� �1 `-`` I J I I O 0 0 0 025 - o Q Q �' f' —� -\ � t x} ... x __- 1 , o 0 0 o a .e i V 1 0 0 0 d -� �' �a + \ r "I \\ I \ I 1 .,t✓ l� FJ" a 0 a a ',,,'t/"''. /'�'+ - t, _J t: 1-. ll' \ �r ;;�9 0 o a o o - * r " o o a 0 -� ! i# I , x \ / , .,..<r/ .•, ?x.tN. ,X,/.�., . , „rn',1J✓.«`l+, :. ',F _ ma's / , F' .- o a ' \ .1ye 0 0 0 \ -:0,,0 , o , !` \ \ � ro,0p viol* (r F.( \\ \\ \\\\\ '`\ 000000000,, , Yr<T..r'v r �, \,. ��. -\ ®'� O rai 0 0 i� '� n a —y EXISTING STOI RETAINING WA � TO BE RECONI i.. ��, a: '11 III� Resolution Number- 08 Date 3 f 2�-I 2aa5 N 0 10 20 40 (1) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII SCALE: 1 " = 20' Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: n ARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212,596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: �,,,�_N7EW " ' c \ � �t 7� c� ,, tT N � Q71,, _ EXPIRES 7/31/26 Sheet Title: UTILITY PLAN - MAIN CAMPUS Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chick By: MSG SPm4n02 Pg No: PI nTTPn PY- me PPnvIflFn,T I I P VFRAS HFRIRFRTn ._i/17/9n9R 4.59 PM C•\IISFRS\HVFRAS\DC\ACCDOCS\DTSP\1023 YORKTOWN TFATOWN\PROJFCT FII ES\DTS\1023 SP-4.01 - 4.04 UTILITY PLAN PLT.DWG • `YYP. v- I ,fir �� '�I°'.`, �' ..``1)aV�r/ I x `il►, • \ ,. 7 '\ 1 '�. \ D - "'`'.�• i ,r+; � a 'k< >i4\"s t Y \-t S t t •,» WF r n'n ,ffyw, let e/ 8 PVC, SDR 35 .6 n 1 o,-♦ VV1- i 1C_; � � t �'33 4.3 ' rain I i.� rain le�l PIInv.33 3 350.329 (15 ��r' r / `4263 ROOF DRAT . 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Lighting Designer LUMEN \ 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW I i r Seal and Signature: EXPIRES 7/31/26 Sheet Title: UTILITY PLAN - MAINTENANCE GARAGE Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG N 0 10 20 40 SP404 ()7 SCALE: 1 " = 20' Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/17/2025 1:14 PM C: \U SERS\HVERAS\DC\ACCDOCS\DTSP\l 023—YOR K TOWN TEATOWN\PROJECT FILES\PDE\SPA\1023 SP-4.05 — 4.06 OWTS PLAN & DETAILS 24-12-18.DWG � I � . 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I I , 11 I __ I / I � _� \ ,-�, , , I I ,I, % I I., / - -r, I A I - � �, � 1 6 c:z C,ote / � / ) I 4 I % I k \ \ \ . I i , I � I.. 31 �y F�o C, I I // ...' 10 ,�., � /` / , 11�� \' �� 32 OLD SLIP, 10TH FLOOR I L - - - - - - - RAPTOR LOOP / �05�11i: \ x I "', I - I _� ( I I , , I I I I' 11 I I I I I P9 g 'i � � ./I I I . � t, I \ I /.7 ,�,,�' , , '11 �/ i I � ''� ..... / / / '17 , / , Ilil I :,,��1'11_.-�V��-,,,`, 'X",/!�_!_�,__� , . il I i 11 � 1,�� ... 11, � �N- , / -13 - . � I , " 1. I A � V11 1. L,X � "`�'�� I / 1-1- 1 377.A � W I IL - , ,� __ ,� , �,� '"". ,va�, , _�. 12 1 , I I/ 0 \ I I I .. _N ,-, :Of'� 1 I d I �T I � , I \\\ � 1 I .. . 11 - t� i , � ,,, Y� T: 212.620.7970 1 " - , " 11 ". x 319.1)7 . l � I t I \\ \ \ ) / ,��.�, "' I S / I � \ 6� 0 . - , 'I " � 2ru I \ 'A", 'i / NEWYORK, NY 10005 . I ,/ , 4. � / , '' \,__,_77�7, � -\ L' ( / I/ 1320.76 1 'Ir I I I I I I I 1 '14 � � ,V'� \, \ \ , , I � � ��_ ��, �, I \ : i `i \ , � / x , I / I I , I I §,u �/ : 1. . ," ', % - \ NY \ \ \ '16 rop 11 �, � i I 111111�, I .. 319.99 / , � �_ � I, I � \ I \\ \ , I PROPOSED 35 L.F. - 4" 0 PVC SDR21 N I I �, 69�1 4-1 -8. " _,_�/ I V .,\! - - 11, � I il ( Al f �, 11 N I . I \ \ \ \ , \ \ \ . I �?6_�''_// " �iel U - i , � , i , / 11 Il- ;� � � \ I it" . I I WASTE LINE WITH CLEANOUTS AT I/ t W � '111 00 14, MEP Engineer ,.,.,I'- e � I I I \ � l \ \ \ \ �.A \ , , / b .1 11, I * � �., 'i, I I I li I , I � I 1,�� 'Y'l.- \N \ \ � \ r MAXIMUM 22* BENDS AS SHOWN '� `�, C)r ( \ 69,14-1-8 � I b \ i \ -6\ \ " . \ � OLA � , , a I � I, \ I I Ul \ \ I \, o & - I I ",,'\�, I "'. V I ), I I � 17i / _T 4 . 11 (MAINTAIN "' PER FOOT MIN. PITCH) � - _. - . � \\ \ 'II- IACst at�d , I - I I � 19C 1 � I / \ ll\ '\ < I '1�1.'A ,,, ,,__r.,,q, \ \ \ \ , \ \,\ \ \ \ \ \ , C 1. __------- I I F4ncE �- - , ,/J I ,r , 50 BROADWAY, � �A -1 I \ 11 It / I ( � , '' , 34\1,8\6 �, \ \ \ \ l \ \ \ \ � I . 1� 11 �, - 1 2 , , I � R� \ ,,.� - �r- SHADOW LAKE ( "I I I li o � 11 I i,�', - . I \\ � ,� �; IN I- I- 1.11 / HAWTHORNE, NY 10532 , - -1), _q , \ I __ --- _-) - \ x 322. 6 1 1 \ I I I I 1" \ \ \ \ \ \ \ \ � -N,34,3.16 \00 / � / >11 f, I / / ", I � 0� F ----405-- ,,- / / \ "�Cl -4, , I I .� � / / I I . -7- - _-�� I � PARK ""', 'LEA !J " I ", / � ,,..,,� __ ,� 1-1- I 11 . � '4 1 \ ` ,q, , 1-1 I \ , I `1 il 'I N / / "Ye" T: 914.919.3102 , I . � - r , /11 ;N a I : 4 , `W "V S& I I � � \ \ \ \ I I , � � I ��.,.11 V- �,� "�' -1 , , ,�N - 1 N \ I '% I I , '' \ I I I � __, / \ L/ , I ; J-1- I , , 9_ � \ , �k" I/ ? �-.ficcl, -V % I l I I 1, I Ii I Oul I ! PROPOSED 1000 GALLON PRECAST / I / \ / I G a 'N \ //,N\ C1_1V I / 0 J . / I �_, . I , % � \ \ N \ \ � I I I 1, � ill I e \ CONCRETE SEPTIC TANK FOR 0 J 7312 ' , -, f ,_,�, / � " I \ � - ( - :�,Ay��.,111N'�� � I N ) � � '� , , . - I \ f - / I , I � I k I I �;:r (I 1� I "I . I 1.0 /�, ,; ,�:. I , �,?":J I --,, i \,, \ \ b", " � / /'\ . I I l v - , I I I I \ \ , \ 'I I I I � � I �� PROPOSED EDUCATION BUILDING, � I/ I � r, � q ,J��, , , J [�' Lighting Designer -1 '\,\ I �,, / I / I , \ 4 � / ,,one 1"' \ \ � I I I I , I I � I I �� t � V / I �1� �J_l ,, . - 11, \ _� "I '� " I �.\ �' // , � � I ,,�, -\ - 393.50 t LUMEN . , ., , % � I '1� I / - � 1-3 ___ [,)O / / / - I I I - I , I I - � 1349.�qt 1 � ::"� �,� , ' PROVIDE ACCESS MANHOLE TO GRAD .-,JCIu : � '_,'. �,�', , ,-.I-,' _ �' LZZ1.38 / '*A1 t, (\ � . N, Esri Corr unity M I \V1 / " " � E I ., �/, �-�- I 11 '� �", s C �ors."'-G , - ester, Esri, ___ I 11 I � ,4 .,' _,�,� , X \ I I I I I I , � � ",V, 321��11 / I .-,--, 'i . 1.11 '. " , \ Irl 1 (MAINTAIN MIN. 10'-O" SEPARATION / I 11i2'., I I 108 EAST 16TH ST, 6TH FLOOR I I rn� ASA,USGS, � __W_1 - 0 1 K, I / / I / I I 1 ,4,)/ ' t ' t t I � � J � 146. I I I i I , I I I DISTANCE TO FOUNDATION) / \ / 11- I / "I V'11,1�111/ _____1.1 0 11 . � I 11 I i j " �, 11" 1�/ NEW YORK, NY 10003 11 `iI, I., Garmi Safe( !Ctl I / x - _/ 11 �11/. . , � ,,,� - - 1____ _____ E PS, U \ ,__�< / I I I I I , - I - , All" 1 __J \ \ DA, USFWS \ 9321.34 / I / � I I I VI , , J, 5 1 11 I � I I t I I I k - I I 11 __:��,� L_ MH � I TYP. -_ / 'k/_ il -.A,1'_T 1,� I ) \ / o 4 / .__ i // I I I f-f T I I I I I - � I, 0 , I , � I! ii �', C ( \11;, / X '/ _� I . ,� f / \ �', V , , "' , i - �.'_' - I T: 718.614.4502 _____ � I l I I I --Y' ----.-A'---", , " � ,,,, �,`,,-�,,A'.--;.", /1, 'I-, I \ � . \ - LIHE / 0 I I, . , / , I I I � ; I 11. . , k":%, 'i , , __ � r I I I I ) I , NEW MAMMAL ENCLOSURE / / \ / " - , :'M m. " - - I V ,,,�/� , I I W�1 I I v I . " � . ,, , , - ,, , N L01 . 5 � I / U10 I I � � I I � I -N- �,,� , ,,, S75 3� �_, , \ � _,�� " , , , �J;"/",�,:." � , I � J I I I , ,,'�,;"", . I - I � ". 4"."...- I , - N I �,�Oeq / / / , � ` I , �, -�� . �, ,� , � / �\ .� , rr\ 0 400 800 Feet kr#\ / , �Iqcl / ) // I I �� �k q I 0 % W/UTILITIES k, � 'N l')":"x ,, -,P,;J I Cost Estimator \ / I I I � I / J / 1/1 . � � - �,,, :"'b�-:.,�*/, I -- ,Q�: ." , , I - - f " r .1 _-a N I" / :�-- 0, � ��� I / �,rlvV.1111111N -, ! - - � ;. I", I I _.,ii� �-,, / /,, , ')� � �/,N, +"� �, ,,<.-r.vv,, I � ;1 I 1,1-1- 711 '_ __ , '�, - "Ill" " T, - 11", / ELLANA k I r� J 11 �,_� - V ,� ". \ ) - I I I � / / / ) ) / � / I I , \ \ ,4�, , I I I I ,N,:�� � I I ._ I '� I/ IU\ X.11 1_;N� � P.N,'�, V` -, I I I 11.1 / I�D - - .�� I / � " ,�',',,\ _;, "I 14 U ��,_._,. � �� �1� I I " -10 \ N ill�,",,� ,�A ) I I 15IQ� , I ( F I ) .\\I , , I I ran I ,. _� " L, � ''' , , "/ I . .. I I I , - 1 37 1 - _��\ - A�',�_ , , . r� " IV F1 � \ , " V / 41 32 BROADWAY, 8TH FLOOR -1 , I I i 'r " ""f� 11,� � I //111 \ . , � 0 - , I I , , \ I , , Nnin,0' � , . -*,�� 18C ( I - ) / / / I � I ) \ �\ \ I ,z�_ 77, 'I M, . \ __-, , I . , � , ... , , — � I ( I / I ." I ; �, I 1. 4 - I "k, I I , , 1 3 � Roil 1\ - '11'1_k,��Iwl '. � -, I t '1.111�_'14 / I I"'- ,_ .- 41 I � Josuft; jil , � "I'I'k � , �� / / I , I I I , � � _,,�, 1, \ PROVIDE 6" SLEEVE BENEATH PATH x", _,�* ". 1� , - � . � ; t . \ , 10" 7 1 / � " I, el , 11 I I " C ,�� elz< .1 . , I : \ ��___ / / I I I I , / ,/ , � \, �11 1, � 1,7 - \ -, A� , ? / NEW YORK, NY 10004 .. / I 11 I ^ - I 1� N\ \ I .�', . _ -1 - , .1 I (S I t V I I I I I I I I / I'll ., � i 0 n C. P, , _"c , " � I / i ,,/ % ; � I ) � I ,�;_ ,,�., , . 1�� / \ \ , \ �. x I ,z;*V�� / ./,3� T: 212.971.0936 1 32� _11',IL- I 11� , -, I � -1 " I -1 I � I A, � _1 I , -_ -"F i . I/N ", _ �f-/,F;, I-, / I I I I . I ; ; - -----__ r" , . I " I z... "",�� ', / ,� I � I I -,, '%� - �7' ", , 11 - t Al/ 1.1": / 4 �/� " '' - � � � .- \ ; i ' � . V, I �� I I N � 31, ,,,j, , , , ""' � �141'1 .� / / I / t t x __11 ,---- - 11 //� jo /11 A ( � I ��' I _� / J , Z-�z _� �,� �, \ __1 0-, \ 3�1. ZV J "�_%,� \\\ \ , � L" I NEW AREA DRAIN 7�1 1 1 , �7%:� � , ,�` 'Ii�," ," / PROJECT NOTES � - \ J,-")(�` I / / , � I I I I' 1, - i i N�21 ,1 11. - - - I .o 11 y lo 'n" 11 I , , / ( 1 -171) 50 \ � - , � -x -,�:�,.-1'1111.", _,,,"r ,,� _- & / / x \ / . RIM 373.0 (�) I I , �_ - �� \ 10 M.,,/ � �1` , _ '1� �26. �b I I I I I / , , , 3 l, R! 0 A� e'ei"� � Vertical Transportation 1, - of. �'A / / 1 - , ` , , N I y r � ,,, .1 - 11 ',�,, "�`��, \ -- sign ,YW4 - - I I � I . _,�_ I I � I I I - �g ` � - , 1. . I liz ---A- nC' / / I I I � I i INV. 370.0 / i 14-4 , I \ � / , , , - I ; :_ I I T ,-- I /I '� ,,!�: . I I., " , - ". ,_ . . \ ( /11 I � / � � I \ ,�,�/ , ,tli� , , - �11 I , ",f 1. PROJECT SITE ADDRESS: ,111 ,- ;; 1, 11 / I I �� ) '�,�', 11�� , ,,� , ", LERCH BATES - _�4, �.,,�, '/, , ._�,_� I I \ � - � / 1, " , , .',�, , "� ,� L I e ,11111� C [I :71.90 \ % � \ �'_'�, 11,r.A1_;" ,q ��, , . �A --.-- ? ' I l ,,, - 1,, I �, ""I 1.�Itj_ """ I " ,__,�, "I \ I t ,� , , , :�, �., 1430 BROADWAY, SUITE 908 ��. a � N \ / / / \ , I I , i PROPOSED SOLID 4" PVC SDR 21 TANK DISCHARGE �,�, . � I �% i'l / \ _ I I �et. I I / / I I I-) / / � i"I" , 'N' - "I � jcrp't TEATOWN LAKE RESERVATION \ �, �, "�", ;.- " - I , - I Z, J / � " I I I iXW�X��,,'�r/��/�,,� I l \ \ ,\ --, / TO TIE INTO EXISTING SEPTIC LINE AS SHOWN , " I , I �1 1`11 I li�' ("ol / I I '7�,Z�.11�'�,,' Z-,�,, �l � 9 � , \ \ \ / � i , �', - I Jrio 79.�t_, I '.1 %0- � \� C11 ) I I \ ... �,_ 11.1;',',�� � � i � NEW YORK, NY 100 1 8 1600 SPRING VALLEY ROAD � / / / 1-1 / IN"k? *'.. I IC i, I V � I , - / ,,, � ., - i ',� - \ /I I,o, ` . I , �, , , It 1 '2�, \ li � / \ \\ I k (ie ,)rl�, I " � -.,;,:-,-- . Q;4��, ". , , ". "' J19,4 '1;�, \ "I "-I I I (MAINTAIN MIN. PITCH 1/8" PER FOOT) I // I ; , ,_ ..." , / �, , " _., _'�, / ,.�1"',-, I OSSINING, NEWYORK 10562 0.11 - Is . I k - . ,_v� --- _._ I ... \ . I �N " I 1zt_16T411 ,�',,'�:"",�,�,������""��", , j T: 212.596.4690 \ \ � ,,-,, 17 71 r ) I f2�43 - - / ) � � - \ \1 � / / I . . . I v --, N4, ,� I ! /, �, / / / ,)zzl I 7�A lou.�tu . / , . 11 I", � - 371.�7 k to co 6� I , W" TOWN OF YORKTOWN 10 � ; / I � � , )Il - J " I � , I i , , , 1�1.Ll I , / , , . . .d�;..,,';,� _1�1` I "I I �!`�, T ,,-:,-� � I , � , , Y, � I-W, � "", li ''� 11 � _", -.1. I, .___�-,-�--, � I // 11 .,,,,�,, ��"",�,,',�,��.".".!,�",��,,, �; �, I , I AXE � / , I y , I , _', _,_ / , ��,]��,, - . -------- , - 'N ;, % -_ \ I / ; I / I i � , , , / I�F) � � " , `,� '_', , APPROXIMATE LOCATION OF EXISTING I I I �� " I PROPOSED 8" PVC SDR-35 ROOF -Ar 11 \ \ � I _.".� ,J�.-,"11 / "I __1 I / I i I .,�.,-, 7 , � I 11 1. / / I 11 � / [", t`:��,,,,�:��,',, ,',-,,� 1`11� I I ", ",",�4�,11,4",�,"N", �/. Acoustic Consulting . / \_ r) I , �111 2. TOWN OF YORKTOWN TAX MAP INFORMATION: .111, Y_ (2) 2"O PVC SCH40 FORCEMAINS TO — I /I I I ,,' ,X.., \ 11 /I / I 11, ,,�,�,�z x 01�/ I / 'IN " DRAIN TO TIE INTO EXISTING , F, 0 1 W7 / I ,�' f �, 11 ., " ,� . � 'U, / // , -'TI-, / xi I I i I I J , k I �,�, � � � � SM&W I I. 1. 1. f I �,p '� - / EXISTING OWTS AREA ��VUI \\ ", ( ,/ LAI LND 2" WATER SERVICE FROM EXISTING x I ill .., Ii I I \ RAIN INLET AS SHOWN I 1� - C, I � 1� 275 MADISON AVE, 14TH FLOOR � 7 O/C I, ".1"i , ,,, I.? �,, 11 / .�- ", \ , I BUILDING TO PROPOSED EDUCATION __�) " .91 < ;W',* I 91 �'�, ft I , � I � \ 0, : - /// UILDING (2" TYPE K COPPER) .1 // _1/,5�b/ - 1 ;�,.�6 -'/ - SECTION 69.14, BLOCK 1, LOTS 5, 6 & 7 "' " ,, 1-�-- AS PER ENGINEERING PLAN BY RALPH (11� � i i / I I I _�,, - k Z;/ /,� J, \ / k "I" / i _�\' � i "S � ou 1, , ,-, 4z TOTAL AREA OF PARCEL = 66.97 ACRES _/ 01" Cur � 'i . I MASTROMONACO PE / / / ( I I � I 1\ ?,- ,� , x I , "'Y" NEWYORK, NY 100 1 6 , Pz'fIt" I I"- 13 V6 I . , � RESIDENTIAL ZONING DISTRICT Rl-200 / "I , I ,f"'(71" \ I I / / "I I I I / '�w ;� x" - I I /I 1 ;r� - 1_� ", .... / _�, 'All, , ". IM-4 / / - x / "IV" . �� . . / � , I - If (19 �1'11 T: 212.725.6800 ,; .� " � __1 I , I 'I �, \ \ \ zi - \ .. .. .. ; I I IY --4, , , I- , "' _23 , � I _S,� � ., _,_ � / (. t � I z / , , . I ___ , , ,7 11 1'(1z � '\ .�,r.�F. ,- z I N1 I ( _!I'l / / \ , /, I,-,' __1 ')� \ 71 . / -,- / / / JI'l I _%E] ]I - �\ ,. I "/ \ \ '�,_ w," 7 781 / / , I \ '() �, /,�,', / 3 71.3 7 ,J) I I / / ; 3. WATERSHED: I" ,'� ' r�:;"'bc� - / ,_ � . �'; 11 ,�'! tcr i / / , 1-1 ') t �. r- -I- ll I I h - ,,322.1 ) / I iff 1,31 1 1 1 ")) I , \ P\(Gi<\ �C(Q � __� I i f�l \ ,� /,Q�/ / , I I I i - �/ I J I- I I , �64 ___ -1 / , I I" 10 I \ , (�J 1-1 �1 I I 1! I / I I 11 Ili. , __/ / / clklr.f lo� flo \ Ii � �� -, * , NYC - CROTON - BAILEY BROOK BASIN �� 11� / C,L_C)� R 9�11_ / , I NMI I i / I / I . I � � 9", EW'RAININLET of � N .__ xs.� I/ - . � LE I I, / I , , I . , � � I � �) � i I �. 1! % LL_ , 0 - _ , CS11-r-, .L - _� -I I I I i �( \ I I ( / / I �i I I � ., R Date Issue , �� ) ___j � 1'% I I I il 1 Zm!3Kz"�"a'* 10 1g, - 111,,Al ij� ii�[O�)Jt , jx,�z , \ / / I 1, : 11 ,,'><,\_ Welb'\H _ / �( )/ � � , z )�� I .k,/ 11, ., � I / . \\'11 I'll- �5 f- 3f7.5 9 1 1 1 / Il _ "', I I . �_ 4. TOTAL AREA OF DISTURBANCE = 6.30 ACRES .,f, ��r Ir2 " " � .,�, . \ \ V ,�.%`,*, 1, � , N;`�11'1�;-,, -"17 1 ��.:'�",,',ir�\,�,,��,�%, ,-,,�',.X� / + - PV I 11,711.1 I 5.2 IN 6' IC � , k . I -, )�,/ 1.1\ \ x U0 I\" \ I / / c, I- " . Fi., i � ,I _T� I �k � 'I i �!f � I'�] 1-i - 11. � - 10/4/24 For Planning Board Review . �' ". , % I - I I � � -,, 1". i I I I N 65.2 OUT 12�" 1 f I / 1211�/`. '�X9 - SI I/ I I I I , I ( , " �17/ �01, / ) / / I ,�, - (.36 1-41 x 3,2 . t76 V 41�1� .41 / / / f I -�O/ / ; V I I '' , 1% " I I /X, �; - � I L � . -1-1 �!�:I� ,��,�! I PE, - ` \ , , I * / � I I - \ I ;�,',;,',�1�1� 0 \ _� Do -'J,Jr,,,�: // � I i �, " � �1",,! %, \ x \ x �, � 41-N-1- �, � , ,�, �, I I a I-, �, / / I I I-) / I ; I I ( �, , , , � I . 0 1 4 1 11�_, � o I - I / / �_ " 11 I 1, I" '"', \ / 1, � � C s �1. _�� \D371.791 I / / / /,' 1 , , 12/20/24 100% CD Issue PREPARED BY: -, I--- - / / / - - g V,PbIl _,_�, - I I I I .- U) I if , I /N , \ \ I I �� i jATI � 11h.'', i 1 � �,1-1 1 � � _�J I J / I / j�6' � - - - 5. SURVEY AND TOPOGRAPHICAL INFORMATION OBTAINED FROM MAP / Slond, I f// 'I , I \ \ . v I , � 155/,� 311, _, \ -,-)* WF 16C -)!e �xf I / I "'F�,"':;'I.;,.",�1�1 , , , , - �!'�! _� IN, -- r I kw"/M91 �', � - , " I �11 ,,, *A _____ x 11 � i � � , z ,'�, r � , � (� � ! / f-I fi'lj��,',��)��[��;�,�:�trj 1 ��. "". - / -_ - \ / r CONTRACTOR TO VERIFY EXISTI �G 'I', \ 02/07/25 100% CD Bid Set I - ,�,,�; �\�,� i TC MERRITTS LAND SURVEYORS 324. 9/ Aelu" / I / 71( t I I \ "' , I 11 I 1 4 �56.\45 NATURE AYGROUND \1 I" � z \ .� J" !-,, � I �.;I,i , ": 1, � � - 1 '�"%. \, / �; �� . -- - - ,,�,- �. A / . / -I F i I LO \ 1\ ,,�, 4 .. 3039 / _J I � \ / / - . , I ��t!i�11�!��! - I """�;,�, . " 1`1`� .�(': 37".'.'. \ SANITARY LINE (SIZE AND ELEVATION) " �/ / ) ) I ',)/" VOON I �; � , � � .1-i � I . I �Q �,� / \ 14, � _4� 1, 4�'� 1 \ I 1"..", , '' '1 I � �'l ; J 1,'� 394 BEDFORD ROAD 32A. 974 / / / I 1 / 11 5,17 SF 136 . i 11� I 11 �il I �,�/, J/ - / I ,f 1 03/12/25 Planning Board Resubmission PLEASANTVILLE, NY 10570 / / / - � � :- 1.1, �, I I R, - - "* 1�? I ... - i I , - ii. �7 , , / / , * / / / I � C71 / � &10'� �. / / I I I I �J�! . I , ,- `,z, ,,, o(Y An, �,�, I 0�'N I 1 � I , ,�- I I N -115' � \ ,,�,,, I I � I, � , - I / /�.'� �,q,- 1111�1 I I j�l- ill "I I , �'T'� /I � i .. . i, "I -.-/I-- __�,::-� �Oqc, -I\- x (S- I \ / // :W-A,,, � z2'�,� _', � � . , '"' 05/23/25 1 00% CD Rev 1 IFC - - /I __ ��J, GICIS , �� - , I , , .&,,��/�,,',�,�-:,� r X y /_� �, � , . - / ,;[ \ \ / __ � , ,,�,, . _i��", , � , ,� -11 / / - " "I I / , / J, , / . i , � i 1, _.; I , ��, '," $ / I _ , , " *��4 __ Idl, , � I I \ �� . / / 1327.8� / / 1-1 / / ,K I � cl�lr f / i, __ �1 � , I 11� �- - l 1 4'� �J- '\ - � I \ - /$ I I I jj� , / � -lu , 1>'� \ (S. V 1 / ,� ,� � 1�k, - ,% I V i APPROX. LOCATION OF SANITARY LINE � __W* ,,- I ZA", / � \ � , .t - e / / / /?,,�, ,� ,7 a,,�,,p 1) \ \\\ 1� , I I - / . � , I .1_/ - I \ � , -15) 1 -, 1_� ' !Z4"'� -Z-A Z 0. 1 4 Sto C,�7,, / , / $ / I , / .", "" , , A LPH _� ) / 06/16/25 Issued for NYCDEP Review / / / � I S / fl� / "n , , \ I 'j,, AS PER ENGINEERING PLAN BY RA I , / , � I ., * EWER PUMP CHAMBER � af ., APPROXIMATE LOCATION OF / t CONSTRUCTION NOTES / IIJ / $ ,- J / ./ " M.H. ON CONCRETE �,, " ,., I ) I EXISTING 2500 GALLON SEPTIC . � t \ �: MASTROMONACO PE F I / � /. / / / / , I , "ot-11 t \ 1� '' ....- , ",--. I - " I I \1 I / __3 9 0 - - - - _� / X 7-11, , I � : t 1'�,',,�J�', 10/07/25 Issued for NYCDEP Review n / ; , , �,��7_ 11,� � \ / . , I SI( " , V � / RIM=353.42 1 3 -'-� , 1 6 I / / ",4 \ \ ( \ 1. PROPOSED EDUCATION CENTER BUILDING 'ING DEER EXCLOSURE AREA (NIC) Q) , � 11 � 1. I / // '/ I I / I It 1/( 11 TANK AS PER ENGINEERING PLAN __ � I EXISTING WASTE LINE TO / I � — . _V \ - "I ;1 ciry t � I I I E _ J\ , .11" / / //1 // y " ( A / ,� BY RALPH MASTROMONACO i f I PROPOSED PAVILLION - , //' I - "" / " '� , , ", I - fv�u 12/12/25 Issued for NYCDEP Review / �,, / .) I',' , / / , / / �/ I \ � SEPTIC TANK TO REMAIN . 1111� , \ 2. PROPOSED 1000 GALLON PRECAST CONCRETE SEPTIC TANK. / , . , .. \ 1 7 ->*1)8 W r, / I I . ;�'�, " �t� "' \ " � t , ,� , , ,i - - - .- I / "I �.� I 1' I /I I / / I / I I , " 11 � /I � I C-) 'I�"""�.;"!������,4"-,,.��1.1�7�,,,,--, '-' .,� , f-- .�- / I I � z / I F,Y; ,,�* )I I I t "\ \ /11 3. ROOF AND FOOTING DRAIN SHALL BE DIRECTED AWAY FROM PROPOSED TANK. \� /#* I , I / I J " //, -/ / // / i \ i / I i/` l . 1\ , "" ;-�,/" �)` 1`1;;1 .� ;i ,,� lo � �F -12� -%,W�,,-i 4. ESTIMATED START DATE 7-7-25 1 A) * / // 630611� , I/////,/ // ! V, - I ZY) WYE" . I ,_ , , I �_� I I I / 1-1 , - I I �) ", 03/11/26 FINAL ISSUE FOR DEP /$ .:7 1 . ", CONNECTION 11 1 6 )i�l . I � " � . I ,� - I <;,\,/ �) I I I "I ) I / REVIEW - � 3 330,103 1 t I � I / /07V 1 \ / I I � I ", /_ " ", EXIST DRAININ1E`T ,/-" 369 A -; I . s IcCLEAN 11 I EXISTING TANK DISCHARGE LINE 11\ < I / I / PROP. SEWER 11 \ \ -8 K I ( ---,. / I �- 372.09 1 1 _� ESTIMATED COMPLETION DATE 12 -26 _711 v ' / _�_, : / / /W I / / 111pri I I � S_-�—'_zl I I / ,% - I It . I I ,I--, I , R I '\ _ I � I ) s. r / ,o) / 65 1 / I % - I I TOR* MAIN-" �,_ - OUT TO BE ABANDONED AND REPLACED I I . . I f &YU, - / �C_11 I I " - - / (_4,(,.,_ / ) / I I m 'i, I I I Q V-)( - I r t , . _. S___ I ;1 T� I . 3�,4.35,1 / // � / I I _41, 0 " _J_� � I, ..� It ex,�T� 4" pVC; SAN , - �25.84 1 1 1 1 . I I'� .1 , AS INDICATED I / / I / / --- 1// I I I �, -�-- � �, - I \ \ WF /," / I 'i t I � j.; ( I I I I �prv` I \ I ___ __11 �) s__ -s-- t / I [", I , // , , I I I I -- / _4� \ �'; I �cltic, -, ., s - , " �, / I 0. , 1 )l I / I Q) / \ / / 115 i� / / / � I ll$ / / � " I f - 5 - � I-, � 11 I �i / /V: �., �. / I ".) / // , , N , J � _� 11 i �' � 1 1 \ I , N � - �- I I \ \ - __1x " i,, , � N��, I / C, ! 111 I 1- onry ,)4 / '7 " \� \ x -4--rz fl,'� i i s - , / / , S - 1_� P, � ___�_ ') I If - I / �/ 1, 'i APPROXIMATELOCATIONOFEXISTING R 21 , l,N�011 4 ) X-4, , 1 2514 1\ I, / / " 4" p\/C SID 11 _'. I \ ico� � , - 22 / / /, I 9 1 / \NOTI \ / EXIST. -S �' . 1� I -_ � � 37,< c )585# / / I __ ,\, SEPTIC TANK AND OVERFLOW CHAMBER - I �Ii ( I, � . o ____ - -�9______ � .1, - - - .�__� / _. 1\ \ \ � L - ---7- 11 ,, I - I - I PROPOSED 30 L.F. - 4" 0 PVC SDR21 ' I q31 / / I/ // " � I Brl5W I t \ " ,_�,V/S�- I ;", I . - � - ,� / CONSTRUCTION GENERAL NOTES '. N11 I I \_ - , - __1 I I I -1 - I x .8 _". _� � WASTE LINE WITH CLEANOUTS AT / 1� 11 . N, 32, e0l / AS PER ENGINEERING PLAN BY RALPH il\� 11��,� \ \ � 1�z .� , --,6 J \1 � - k - - i:-,W / . " — h� ,// ? ./ Ill I 11b ,.- " Pi 6 - __ / do 11 __ -11 � - A. - / � I N - - --- � - I � _. I '��.,"\,I,:,� ". \ I " � MAXIMUM 22' BENDS AS SHOWN I - � - 32A.38 , " I I'll III \_ -� - r _ , � �..,,!��- ", CONNECT TO EXIST 4" PVC SAN. ./ r MASTROMONACO PE - 0( 1. THERE SHALL BE NO TREES WITHIN 10 FEET OF THE OWTS. 16-- 1 ,l\� \ I A t\ - - ifflr7 �_ ,, I I - . \ I / / I /, ., \ N / ,,,-��,,,, � It-0 --�- I - ,- � :: ", - f / 1_� �� poc� / , � �,I,: I ,!ld I I � I - _� ,�,�v 1\ �+362�" , / / I I I " , I �,, - , 1) - �Jr. --<�: b - "QZ - (MAINTAIN "' PER FOOT MIN. PITCH) // 8. . � / .11 Acill, ( . / ,�) I - _11� I,��,,Jp�,__� 11 V� - " � cl,D - / / I I I 11 �_ I / 2. THERE ARE NO WELLS WITHIN 200'OF THE OWTS UNLESS SHOWN ON THE PLAN. 7.N? �o n � 11 \ ___L__1 I � I- __- A366,51. -_ .1 / It ,� � out ,/ - - ,/ I Wy I qL-Joll"I �I I ) I.. � ,,, (-,il, , -, li . 11, I - I / - � '' . , , . ��` \ � -)/q��- ---- — APPROXIMATE L OCA TION OF SEPTIC � I 11 J" �'l �, I i I-- I ( _-D ) -2� '_ - , �� I- I \ _J, \ Y , '-4- IANK / _� 9 -f- � , � � \ � " 2" c,Pf . I A-� [)ej, 3. THERE ARE NO OWTS WITHIN 200'OF WELL UNLESS SHOWN ON THE PLAN. I... ___ - --- - // / , . pond , � P(-111� ,Q� � ro/, �p ,(, I / /, < (;�i _ 1\\1 I PT'- lv�11-1 I If ) I � 65.4'_ AS PER ENGINEERING PLAN BY RALPH -, - - . I �� 1- , "! 0 tJ 4/1 1 4 0 A I rr�) c -) ,;,.., I " I 1?-'''-/ '' t _.x �-,, �Tc�,,�,)sl � � ... I I / ,5qo , '32C - 1� I )v - . ) ) - -.4- ��/111 I Ili% i 11, - �;� ) I ,�N�,F�.,Je x 36 83 I'T �,, I/ / / , � ,_� �-:�� - I I I MASTROMONACO PE "� I .111 �, �b x .1 I I , 1 A I 11. '. %4.��, , ,,, ./- �_J- ,,, 9, / -60P , __ _� I--,' _/ -----, N LET "' � " � M �_ \ r I -- - - 4. THE PROPOSED OWTS AREA SHALL BE ISOLATED AND PROTECTED AGAINST DAMAGE BY - I I � I �, i I') \ I�� , I I z - ,j 1. Dow,' -4-- __ I - 11, - " EW DRAIN I �/' r /"��" -�.,'.:%,,',,�� I /, . - 'N_ lb" ')l� � � / " 6 \ I." \ - . /I . i - A- I I - I I "", '', - � / . ,.- ", EROSION, STORAGE OF EARTH OR MATERIALS, DISPLACEMENT, COMPACTION OR OTHER e 41) I / / - JJ 1, D ot . 1. � Bfidg� I ,*), 1'6 ; I I , D 01 �1'3 \ 1) o- 1� RIM 368. "' � '.1 i", , I , I - - _ IiA/ / \ �, ) S \ C,I,e.i(31, \ �, . I /\ f �� "0\ ,� V0 0 .1� 1 le\105 ADVERSE PHYSICAL CHANGE IN THE CHARACTERISTICS OF THE SOIL OR IN THE DRAINAGE - __ I WF h/ I � 1 it \ I � / x 364.3 J 'O �,�-` �111 I t�ll . �::,� - . ci SA(y I . . I J'-,,,-, , / I ( / / �,, 4 WF72C I / I ) / ,/ /I I , , I I / / L INV. 363.6 IN 12" HDPE "'."�'"',�/"�:""""'�',',',��,��"-"",�r�',"�', / qx -_ I - linpie 1/1 I I,,- : � . " 11-1 �J I . �11 -.-, _,,,- C ,,, �k - � /IP / OF THE AREA. to,_ / ,# il,vll , I` * //// A r".) - 02 /� I (P / / / / � O:x�t - - / �1/ , , 1'_'� I- / I I \ - ,* 3 . // / / ) �A / ,�,,,%-/ I 11�1 I ��, _, ,1,'ii1t',-,. '1e 11 P:_T1r_7,1 7Z0V2i3 . lr �, I I , , , ;,�. ,"' , 5 - A I \ ,� �uv ,:, " ��,Ji��.:�",:(.",��I, .., lf� - Resolution Number ,)-- - 0 - , I ,;I . . . ,q- I 00 "�_ 3 # , I '), I-, �1) 3 6,'�) - ; � / / , ��9. \,10,,q,(�j i INV. 363.6 OUT 12" HDPE � ". �/ , ' I . )" '_�4 ,- Rlol- , , ,1(1 (/ x I I " - I— - I 1� , I . �zf 61 .1�1* 4 , (! 7/ / / // I/ , i I � I / ,",, 36�,W - �\11 I I :, ( / I - �,�, / , 0 -.." 01� 5. IF FOR ANY REASON THE APPROVED CONSTRUCTION PLAN CAN NOT BE FOLLOWED, A ,.4r / "' 9 ,,( I I / 31 : u 1* 0 u PVC, SDR 35 11�\7�1'0t�011,�.� � & !��w . . <5 6 I� / / / / / 1/, -,- "I 11 " � I , CU) L1 v I 1, ��`"V .I / ate 3 ) 7-�_J 2LO 2�5 REVISED PLAN MUST BE PREPARED, SUBMITTED, AND APPROVED BY WCDOH. __11 ) / OX I I / � ". - >?� , � I.": I / Dc z I Spo I C I " �, 4�0 / I // G ,554. vp k 11 - `11�;_ U ROOF DRAIN TYP , , \."%,,�7��,,',�,,�,,�,-",..,"�,�""",�',,:,.'. , �� . I (�, / / //// / // / � � ., - " � - 10 \ I ., / / I ,<R 1. I _ _..) �, -1 1. U -, 1�1_1�11�1_1_ " _'_-, I I 11 , � i / - , -/" ,,, , ,w- - - , " ., . � - a, - / �3o / J .6-11-1 \'�",�_X I �oy �06d il,��' e � 1, '_"/�, , 441 6. THE DESIGN PROFESSIONAL SHALL SUPERVISE THE CONSTRUCTION OF THE OWTS AND �, I / / / I li45,94 / /1� n , , 'I 1� , "I , � , / \(;� , / -) I 11 A7 , . - I I -1 \ - --- 'N - / , ,,-, &J N \ I " ,,,, ., 1 C41 :��,`_,, ".1-11" --A , P ".. �_ \ 11 , ,J e'd ��/ ,1'1"�,.�1"'1,1_W'1'_. ." V-7 -, I outClo "I / , - ,�" � , � - ,� / '. ,�� . � �,,� - I / / /-,c '// r -',v\ 4,b I I �o� � , �_'-,,,,,,,,,:" ��,,�',`-�, / / / MAKE AN OPEN WORKS INSPECTION. Stolle I,/ -_ _N , I I V, I I I Inv / -_ I , .,:::::J 1�� , .I� ��, � ( / 'Ir / 4 1 I., � / " " � r" 11 _/ A_,__�\ . �,,1111;1�1,1��v\'�;11, // � I - / / I /,j I / ", / / � I I N� � � I 11 1 ,- � NA?te �, ,� 19 I � ..,I, ,� / __ / I r /�_ � ,-, <,J I',- �, *, , -.if ,-, I %� � I A Pl!'��l ,�� .. / ,�5j / / /\� � , - �� �� , , "/ // I - 7. WITHIN 24-HOURS OF THE COMPLETION OF THE OWTS, THE DESIGN PROFESSIONAL StE.)Ps 11 �, '1_�"�' " I / �,� � 0 � ,-I . / -1 ,,/ / / , I . ;1 I I ,� � I \ (� I /',/ / I -_ 1�1u_)�,' -, i\�� - MUST NOTIFY THE WESTCHESTER COUNTY DEPARTMENT OF HEALTH (WCDOH) THAT THE J / -,'-/ ' / 8" PVC, SDR 3S ' / - � Y 11.1 1�> I/ 0 � \ 6��_� - , �', I ; 1, 1-1 ,.,�",',, CROSSWALK AHEAD �,,,>,/,/ I � � 0 11 I? ,�N%"" \ 100 �, I '1/ . 336.70 / - - 1V 4,�.-,11',K-"-' tl � . - 0, 0 1^0 � 1 - - �/ / 11 _/ �, . '11%1�� . I I 11W / /- , Seal and Signature: OWTS IS READY FOR INSPECTION BY SUBMITTING A COMPLETED REQUEST FOR AN OPEN __ y ROOF DRAIN, till I , "� " 0 ' "' SIGNAGE '1/ __ , , 1J -1 11_� 'n, "P - , / S I � - ,��,� , I ,�, - " I W / / / �, , ,, ,,, I�S',i�,, I/ 0-,]��,�� _//111 1�:�____ WORKS INSPECTION ON THE APPROPRIATE FORM TO WCDOH. Ili-, . TYP il''i S , �, C) . 7,1 ,-. _/ � — — / / 1�11 / 1'144�.gpl:�,51�i,)011 J , )!_110 , 1> 1�1 � I , �— — � 0 ,vr- \,," < (AS PER MUTCD) z z ", ,��- - — _ 1-1 I,-- - ,- / / ,�,k_"L) I V 11-1 �, '. 11 11 I ��'11 , � U, b, , I ,. 1. I , �� NE k�,, . 8. NO BACKFILLING OF A COMPLETED OWTS CAN OCCUR UNTIL AFTER IT HAS BEEN - _1� - / /I? I �1' / -0-0 ",,'�",'!.,.�,*,,.,""��12,�'�1,1�,�,����,�;�� .,�,���,�-.,,,��y�,���,-.��,?���-".,j ",.iii, '�nm' ,,`N�,,�,� I -�;�'. �,� I gi� I,--," k\lp �b 11 I I / � , X ,/ ,��- ") "! I � . - -_ .t , `4`.3i��, *� 11-� /, /, Z " , , l I I �1� , 'O - // / f r, � I , i ��,," �,�` �ir,v�,�,';"", �,',? ��",,X,-, " ` , `��` �1'1�,,,� " . x / *�, , , . \1_l 11 INSPECTED AND ACCEPTED BYTHE WESTCHESTER COUNTY DEPARTMENT OF HEALTH. / , ,,�,`,,�,,' , -_ - . __- ;1 - - 1� ) U 0 wy�w�j �,�'��;-� , "'t ,,� �, �� -1 I', lol< .. il - � ,�5 . C 7-- R 1_ - . _�'( , - �.� , � , - I t - 4&,44- / _�_ (,f- ,,, __11 // ///// "I", /I 0 1� I � I _1� , ). 11 5 / r-T // ", - 1112� 11��.1111 NIA I I \ � � Z7 1 , , -,\ - - - -- - I , , ... 1. . I I - � � - . J82.4b, \ I /` : 3B I _ Z& 1_� -- / / 1112V 1 11 11 I , , Is "I , -I/ '/// ( , , "''; )� �, I � - .1'0 IM/ I / / / . -L 9. AFTER BACKFILLING THE OWTS, THE AREA SHALL BE COVERED WITH A MINIMUM OF 4 11� " .1.1 �mg, -, � *�, t&�&� ino�ifti.6,j�.,,O, , \ 11 -Z844 ,�inLl i, ,�',l ,/ x .. .116 � � ,.�.,P�� I I .� P / / " 2( o INCHES OF CLEAN TOPSOIL, SEEDED AND MULCHED. 4-1 - - I-, � -, '/ // , , / :�b-,) L '�� P I , �1_ i,� - ''. ,�, � � � \ -1 796 .1� goCk \ N 9�OJTI Ix - / / / I I A \ " -re% z - /// I I// eft ''''' "qr) , // / / . 11 n -.11 z ,_ [30 /, __ S, , C11 . 21.ltpl"Iik I..519,:,8 1 0'4tC-f()p slyl, ,,- , �- / / , 9 , �, _�, / /,/�,-, I yl��_" � "I / . �mgggm�'11',-.!�--,; , -1 �� , i_,()Ui I I 11,#,�� 55K. \ 0 I "" . / /'A --- - / A Il 11 \ � , \� � " 1. , I---- t00'. - \ 1� , . \ / / I , g:�. 1'�,�-�','!' �0 0N,!� - I / I . 11 10. THE INSTALLATION OF THE OWTS SHALL BE IN ACCORDANCE WITH THE MOST RECENTLY - , I C., �', b � . � Pl�. " \ 1 80.02 � _1�515 . � / '�) ,.- I ,ill;,"*�4�11 .� Ill; -1 e,� - ; 11 / "' - -,,,�W , , I - �: , �, '7 1 \-/ \ � �_., 71 , / / / � 11 / Z / , ",;�.� i Re't. I - . ,�,,,,`,,N�, '�,,,�i",,� \",",,A;1`�,"',�1 � P76. 11 , I ENACTED RULES AND REGULATIONS FOR THE DESIGN AND CONSTRUCTION OF ,� / / / �_ .);)�A 1 1 \ / 13�D ", C)n. .,� - , - 411�j , .., , " n -1 r1onc I I I I � 'i, � / / / x/ / 1, 11�' / kv \X ,,� ,.� . 1. '�!-�' �'_' \ I I ) ", ;, 'I, . /// �, I I �, I - I , ,,,, � 1 , -- )PL, . I , , Ij � f I / 3� - 77 / "I I 10 I � "I , I �.. / I EXPIRES 7/31/26 1 11, _A,%�,` - 'A " � CARRIAGE , ,�� -11 1�� � ,�, !4 ",_ \ z " I RESIDENTIAL SUBSURFACE SEWAGE TREATMENT SYSTEMS AND DRILLED WELLS IN " a.. , / .. , , I v ,,� ",,"g ,Nlllt �, . yon 5!38 � I ��:, I ' I / 140(x, / / , / 1--i -.0 / � , . / Y�_ L WESTCHESTER COUNTY, NY. ___7 I/ I _., "n \ " 1�1 /I I � � / / / / ,/ \ 1��' \1V �, "�,�f.;�, , .1 � �Y/ -� Ql� 5"", ,,,, ,'g.� HOUSE / / - / ,? � I . 1��` !� 41 __ ____ , - 4 1 , � i 01111 a � \ " ... I \ , ,,, 11, / �_ -, 361.8 / ' '' - ;Kill '.I %�� %011� 1, - ,x-.�375,7A ____) I � . ��_ / / " '. �_ �_. 0 'C� ) �,�� " ,� I I � 4 �q I I I - . I I ,/ / I / / / / / --- _; I - " ", ,-, � " 0 _� ___ �, _::�a_ I �/' 0�, ,- I A 5'6'- -, 1p�/ �� / I ;-- _� I 0\i,!0 i1%, RMIU I . . -, - , 1, I I '11-1 ", I , / / I / / / / Sheet Title: 1, I �'11 � - k -1/' - _` 1\ / 11. ALL PIPES CONNECTING TO TANK AND BOXES SHALL BE CUT FLUSH WITH THE INSIDE --350-, ;_Ooo, , - . ", 'IN I I I - - - --��41 �54 . IS � '. ��."".".�z�,����,11�',v;,tkl� _-1-- -_ -- _._,__.____1l� ) 7. I'll i I // .0:��, I / / -1 / / , / / WALL OF TANK OR BOX. - I') � . 1- .. I . t 1\ / / / '40 ��-/�� z-- I ..e - \ "'i i , , - . 1. It", %Iqirtt --,: _,_x1' � r-- AV_Q.. AET.,P �, _:__: ,,",-;`f . I I I . 'i. �,, � �_�11 \1 -/ / / / " ,,, / / , , I I � ,�-Zfl , f '. " . 11 �i :� I I I 11�) . / / I` _�,, - _-, L I ) // / / OWTS TANK PLAN - \ I . — — __ttz�: ,� )nI - " __�_11' I I -118 X_ 1 192,�,37�/ . . A " I �, .0 I , ___.__,_ N / 12. THE PROPOSED OWTS SHALL BE INSTALLED BY A WESTCHESTER COUNTY LICENSED , 1/1 /I _,.;ge� - .- _-, , I I \ . I ,�, ,�, � I .,:�,,� _, I-, .. I ) / / I 403.�u ) ,- " / / ( , - '/ ;;� 1 62 ",_ ", .1, - IV I. I / f I / / .1 ", , - I I I , I � ,-- � I I / / MAIN CAMPUS � . , " I lk �11 / / / / , SEPTIC CONTRACTOR. cl, �_, I ,:� " I " PVC UNDERDRAIN, ___' �- " , _�fl _____ 1_� IN, 11, , I 1�,N%nnlq, / . I I / / ) / ( I I , - J . I �r, - I � , � ,,7, ., ,_ I I / -I_ xl3c I , . I , \ .> '. . ( / . I . I -, "" ", �_ 1� ")/ / / / x UO, 0 - . 11 11 . __�1�11 � 1, "I I .1 " . . ,/ Z/ f9159 / , ___� �, ' 19 W I ci�\\ I / // I - I I , . -1 -, - .� - L_� ------ � 1: " 'I, il N ,�, �,, TYP. 11 - "�, __. __,'� - I I . ,/ � / 7 �) , ��, I - ", "P" ,�'1111 'e,7�5_ 7� __1 ____ - - / 0, -, ,\\ / \� �, / / / "", 13. PRIOR TO ANY EXCAVATION ALL UNDERGROUND UTILITIES MUST BE LOCATED. CALL �1. -, '_ \, , �,, - �1-4 � 100' �'Jto, - - S.toll , :� �,, - 1. \ � I I / - , -�, "'A 11 . -, _;,;"� 0 �1'zl�z)/ / _11�11�`; � - \ i 1:, ,rr I "." �v,__ - "'Y 4 - 40�� / / / I _��< ,>11 , _, �_ ,I�7 .. � �_ �_` " 1-1 R P , , I , / / / 1-800-962-7962 � - VV - k \ ,l I ,,,,.,� , 11 - - 0 1 � ,,�� - '. -, " ,V I 11. I '.. 1,`1 I I -,-. - _ L ,-- 'J, \ ,\7 11 , , ,_, - �1 / RANSFORMER . FOR NATURE CEI _ -1. - _ 560.05 _,�o C "'i, I "'.1 ,'-�,\ \4 11 "" ��` -� ,,, _, I - - '_��,,, , " . / / / I V,i,W t__�, - \ � " I I '� I 11Z " "I � - ---- � -,� 0 �c,l�og I I i / / 14. THE WESTCHESTER COUNTY HEALTH DEPARTMENT APPROVAL EXPIRES ONE YEAR FROM 1-1 WIN - 11 1� . 11 ..1; i -�,-, "" i �� ", ,.� I . 1, _ I , ' I" "'11, 11 1<1111 I �", ;�- , ��- - , - �11�19� '01 �� / " / / X / / / / / THE DATE ON THE APPROVAL STAMP AND IS REQUIRED TO BE RENEWED ON OR BEFORE - - __ QL. - - - __ ,\ ", �1_ �_ � \ :�. "rr 1-11 "', ,�., , "'� � 'I.,, 11 � , Sign ). ., K . / -/-I I I / I I , 1� - - .. -_ /' - 11 . � I � , _" � x "".- , � �, 11 / - _ - � ___� I 11 4� A THE EXPIRATION DATE. THE APPROVAL IS REVOCABLE FOR CAUSE OR MAY BE - - �_ ' \ "I \ \ I v. I - �,,�, lr�` 0 � 1, "'I'x""4, ,�, ,", I. bp, I - / / 0 V1 i I � "I - - �C -- - 630 \ , ",- 0 I op_-01 � r,'�"�" " " � 1, 1_� , ,/ � I I I "I - - " Ir , � I / . ,/,--,.,) I,- C9 I I If - 1`1 .. — "'O'o - ;X.11 /xI / '.. . - - / Date: 2 July, 2024 � - ,36,5_�!q ? 0, � -�J , � AMENDED OR MODIFIED WHEN CONSIDERED NECESSARY BY THE DEPARTMENT. - �z� . R 'f Q,P I Ill.;, "I , tu , AV- ld� 11V - ___�___ t__1 ; _1 .V I I r, r �� I "I'll, I , ��5 I 3�l ( . / / _�/ I Ut T rLwl I I Project No: 1023 � -I- --- ,\ Il. V I .�,. I nrl ,-,-. . / // - 1 16. THERE ARE NO RESERVOIRS, RESERVOIR STEMS OR CONTROLLED LAKE WITHIN 500 FEET � , , __ __ \,, , L ro ." _�__ _41 �_ I 7 �. I I -, - - ---�c -�, ",j N � 3��O___,, K3 , " , 1'�,J --376--.- 1 i � ;�c - 41 � - -_ - , 1-1 x \ __ �', !_ I OF THE PROPOSED OWTS UNLESS OTHERWISE SHOWN ON THE PLAN. . �_ __ 1'-, ---'-, -1 I N" \ \ / , i " - 1, / ,�q;�p 372 / I I ( ( / I _�, I I I Dwg By: RCC/HV 1, __ ___ ,-- C) - __ - I " __ ___ 1-1 ,,, -� -, � 3 .60 � I0, )`0 0 1 , x...1 , , .8b ��- NATURE 1. 7 I I I I � / -11 / I I I I . �� __ ,_ - IN, \ 1 �_ _ � \ " / 0 0 (:�-�, I 'NAclsbnlY - I / '11 I Chck By: MSG 17. THERE ARE NO NYSDEC WETLANDS OR WATERCOURSES WITHIN 200 FEET OF THE 1-1 __ -11 LU _�, -�, -,\ , \ \ - 12 \ - ,:11 %Jo�� I ( Stoll'.. g \N("l ) � . - I '', i . I . � __� � - �, I I I I I I 1 I / U'+.()/ I I PROPOSED OWTS UNLESS SHOWN ON THE PLAN. I - __ , V) Stone"" � \ '\ \ \\\ \ - 202 \ \ U ',," t�, '13 CENTER � 1,. .. I + V�Clll � t t / I I I �� k ", __ __ - U � �__ , I I I \ \\ . ,% N, �, \ \ 1.11-1 - I EXISTING WELL 1�1 ( �11'[ .. I I I / / / I I --s \\x 362.66 1 1 " I � I rcp� -,, , I v"', I 6#�. I 1 I f I - I- � 4\ -1 , I - 11 ". Q - / _�>S- . I I -_ in �q-lv 3 I I ill _'��, , ,, - ,'� ,�� ' (AS LOCATED BY SURVEYOR) 11 � � \ I 11 I �, _ , 1, , �_ I � I - ), . - 1� I _I--- ( -- I W ___ __ �', 3 . 1111 _'! I I I 1, ��, ?� , I I . �i_ ; f.]V�_ -" - �� .'' I __1 �., 1-1 , u,,_ % , I i I // / / / I I . ' . I � ",,I , " -- , " I / I / / / / I . I 1�,,' Z�,4.� - - "ok I V-1 W�jpg' ��.I'h - � .Ir ,:�, I - � ( �kF, I--" - 1.) , x- 11 � _�' I �_ - _�[ � ..... �� / I I 1- -1, 0 _J - --, - �Y-�.4 ,\ \\\ \ % , I I I � I ;Z�_� I I " - Tiel / I I I 0 Pose 18. NYCDEP MUST BE CONTACTED AT LEAST TWO DAYS PRIOR TO START OF - "�, ) � _.,� I � I � /I 13 � I / I I I I / / � -_ 1� \, \ ,,,_�, -,-)� �T3 � \ I "I'll \_ 0--, \\\\ - \ '' 1\ V%�'� � x 3 2, �, "I \ t // / i I 1 I I I I f I I I'll I , CONSTRUCTION OF THE OWTS SO THAT THE NYCDEP MAY INSPECT AND MONITOR THE 2 '�, - \ I \ \ _N \ �, - , __ , , � , 'A toll ��L - 13"41%,, fo , I I I it I I , , , , " , , I , - ' ' \'-( "'' , , � 1 \3 , �� � ) _ .'ill, '37, ,J/? (d \\\I- 7 I N I � 1� 4x .- - I /` A 11 I ` I �P-r � I I I I "i" 11 � - �� I ��-N �_,, �_"',,�.__" , (,,�"', "t � \ - \_ N I ,(, INSTALLATION. '� _ \ I \ 41i - ) ,I( ,. - - _ 1�' --- _��_��,�_, I ,��,�. l � "I . A __ I fte / / -_ -�IA � I I I / / / I I , I I I N� � 1� .\, 9- I . , . ,� -_ /I . 0"':p \ -.00 - - I I he �ACIS-_ 0 I / / (?) I I , I � .. � 40 � \ \ \lr I I., , - "', W`� \ � - - - C46 1 ' *�* / n6 M so -_ -- - O 1� / / / / / I I � , I ,�, -_ x\ ') ,��_ 375.00 = 0 " ,\ ,�, N\ " �__'' \ 'Ic #� .1', __ 1��" .373. 1 ) i I 0 1101 , I I \ -_ __ % ON\< \ \\ - , � � 5 �6r ' � I I -�,3 710 1 1 1 SP405 a— a— / N, \ V,\ �� \ I __L_1__1_;__�____ sto / T I / clop \k\kN , f C4 () I �. 6", / ( I I / / ,� / I _� \ \\ � � __ 1, ., \ _�'11 I / elo �-\s 0 ( x 372.� , / / , 1� - _1 � \3 �: Te . pilf / / I , Ix x`3�73-4j \ . I \ �� I\\,\___ 1111,'�_ % ,V jt)/�qi 00 N \ L , , � 1� o - '4�o 0 I a I I I / / I / / / / I I I I I I I I I I � I � ) / / (__ ___ - __ __ '�, ,ll��_ \ A�_, , - - " 9 1\ JADT hNi / , I / I I " / / \, I"'.-- I ,: \ " -,,, \ 07 \ V_� - 1� 11\ - - - I I I I I I I I I I i r+ F i I / ____ ) __1 \,- - - I - �� - I- / / / / / I I / I I 1 , , - I 11 \Q I � f, . I � . .) � / � \\ 374.99 -_� - % - , , ju Q � / 0',J \ o'i �. Sion __ 11 / /I I / I I I I I I I I ,-/'/ -- -375-- � - _� _� <!.,.\ \ . . ,NA� 1; ) ;,.C),- 0 '. ,96 1�'_�"__ 011 I I / x \� ,�, C . sonl�/ .73 ElAe 1"�, i -, I I I / / -_ ,-- r. 51 (1, -1 RM ), .,�, \ "I'll", 11 I I\- , " - _ � - 8 _: I Sign t no " Il "III, ( . . \____ �� Of ,37,1 - - " In .... _1�1� /-P / J I I / .1 I , I I I , I I I I I I / I / / / SP 0 I 11111 Pg No: " ?��_Ii_ <1. .1 - I t ,oyv 0 I.. . PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/17/2025 1:25 PM C: \USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\PDE\SPA\1023 SP-4.05 — 4.06 OWTS PLAN & DETAILS 24-12-18.DWG OUTLET L 0 I Loll TAPER— 65" PLAN • • • OVAM I1 LIQUID LEVEL T 12" 4 IVIIIV 48" a+ 3" 5" SEPTIC TANK MUST BE INSTALLED ON A BED OF SAND OR PEA GRAVEL MIN 3" THICK INSTALLATION NOTES STANDARD INLET 55" 1. ALL TANKS MUST BE WATERTIGHT, STRUCTURALLY SOUND, DURABLE, AND NOT SUBJECT TO CORROSION, DECAY, FROST ACTION, OR CRACKING. 2. PRECAST CONCRETE TANKS SHALL BE INSTALLED LEVEL AND FIRMLY BEDDED ON SAND OR PEA GRAVEL MINIMUM 3" THICK. 3. TANKS WITH A LIQUID DEPTH GREATER THAN OR EQUAL TO 48" SHALL HAVE A TOP OPENING WITH A MINIMUM OF 20" IN THE SHORTEST DIMENSION. 4. TANKS SHALL BE EQUIPPED WITH INLET AND OUTLET BAFFLES, SANITARY TEES, OR OTHER DEVICES TO PREVENT PASSAGE OF FLOATING SCUM AS A RESULT OF EFFLUENT ENTERING AND EXITING THE TANK. 5. MULTI -COMPARTMENT TANKS SHALL BE DESIGNED TO PERMIT THE VENTING OF TANK GASES BY PROVIDING A 1" MINIMUM CLEARANCE BETWEEN THE UNDERSIDE OF THE TOP OF THE TANK AND TOP OF ALL BAFFLES. 6. WHERE MANHOLES ARE MORE THAN TWELVE (12) INCHES BELOW FINAL GRADE, AN EXTENSION COLLAR SHALL BE PROVIDED OVER EACH OPENING AND ANY RISERS PROVIDE TO GRADE WILL HAVE LOCKING/ SECURED ACCESS WASTE LINE FROM EDUCATION BLDNG. INFLOW PIPE 1000 GALLON SEPTIC TANK DETAIL NOT TO SCALE PROVIDE COVER TO ACCESS TANK FINISHED GRADE N Q 2 LIQUID LEVEL J m SELECT PRECAST CONCRETE SEPTIC TANK TANK MUST BE INSTALLED ON A BED OF SAND OR PEA GRAVEL MIN 3" THICK �— ANY RISERS PROVIDED TO GRADE WILL HAVE LOCKING/SECURED ACCESS PROVIDE RISER TO GRADE (IF REQUIRED) OUTFLOW / / ✓ PROVIDE 4" SOLID PVC / / ✓ PIPE TO PUMP CHAMBER MIN. , / APPROVED COMPACTED SUBGRADE NOTES: 1. THE CONTRACTOR SHALL SUBMIT A SHOP DRAWING FOR THE ENGINEERS APPROVAL PRIOR TO FABRICATION. 2. PRECAST STRUCTURES SHALL BE CERTIFIED AS CONFORMING TO ASTM C913, LATEST REVISION. SEPTIC TANK INSTALLATION NOT TO SCALE POINT AS INDICATED ON PLAN FOR LOCATION IN FIELD FINISHED GRADE BRICK & MORTAR ADJUSTMENT (2" MIN.-6" MAX.) NOTES FRAME & COVER: CAMPBELL NO. 1007D OR APPROVED EQUAL MARKED "DRAIN" CEMENT MORTAR CAP 0 U-1 D C1 w 11 Of Ln 1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF THE RISER MANHOLE FOR THE ENGINEERS APPROVAL PRIOR TO FABRICATION. 2. PRECAST MANHOLE RISER SHALL BE CERTIFIED AS CONFORMING TO ASTM C478 LATEST REVISION. 3. PRECAST MANHOLE RISER SHALL BE DESIGNED FOR HS-20 LOADING. PRECAST MANHOLE RISER NOT TO SCALE SUBGRADE/ FINISHED GRADE STANDARD BACKFI LL PIPE 12" O.D. 1. 12" COMPACTED SELECT BACKFILL UNDERGROUND PLASTIC WARNING TAPE SEWER PIPE COMPACTED SCREENED GRAVEL (PER SPECS.) EXISTING GROUND NOTES: 1. SCREENED GRAVEL SHALL BE WELL GRADED IN SIZE FROM 3/8 INCH TO 3/4 INCH. 2. SCREENED GRAVEL SHALL BE COMPACTED TO 85% OF THE MAXIMUM DENSITY. 390 380 370 360 350 PVC PIPE TRENCH DETAIL NOT TO SCALE FINISHED GRADE "Y" BRANCH DIAMETER TO EQUAL SEWER LINE FLOW l SEWER LINE NOTE: PIPE MATERIAL FOR CLEANOUT SHALL BE PVC SDR 21. CLEANOUT BY GENECO OR EQUAL 45 DEG. BEND PROVIDE PLUG AT TERMINAL SECTIONS FOR INVERT SEE PLAN SEWER CLEANOUT NOT TO SCALE GENECO TYPE "E" SEALTITE SEWER PIPE SADDLE OR EQUAL FERNCO SHEAR RING COUPLING OR EQUAL :FLOW _... WYE SEWER PIPE SADDLE NOT TO SCALE PROPOSED EDUCATION BUILDING (SEE PLANS PREPARED BY ARCHITECT) PROPOSED 35 L.F. - 4" 0 PVC SDR 21 WASTE LINE WITH 22' MAXIMUM BENDS AS REQUIRED (MAINTAIN 4" PER FOOT MIN. PITCH) :; -- APPROX. LIMIT OF DE K ABO • J r / f,r _ _ r 1.38.57 f,� I .- .. I r I _..., X I / r ,R ? a V 7 / ,. f 1 ,., yy:R 6 / .0 RIM 37 .O INV. 3 �. � � 4 C STORM DRAIN " 3CO R� � � (FRO TRENCH DR.) V /J JJCS GEOTHER AL WELL SYSTEM AREA SEE MEP PL NSJ` Jt ( EDUCATION CENTER o I I 1 RAMP J I ABOVE 3-9 10� r� I' 1 9 1 ;� j I I v.U� �` �I ..:�1Iro��d (DECK ABOVEa37 0 A , ' / � CA L------- °-- ----- - I t 11 ► r 1 I I I // , ` wl- a 6 SEE ARCHITECTURAL kANS FOR X fi �! II ; it GREEN ROOF (2,500 SF, APPROX.) / �` 00 All I � y 1 d ' I °° RAPTOR LOOP �� . w. VC R35 WASTE / J l LINE WITH tLOEAN T SAT M M M 22 S , XI U y ` / T ,� �V ► BENDS AS $HOW l� Q) �� J 1/ f (MAINTAIW 4" P FOOT M , . PITCH) X \ \ \ \ 1 1 \ JALI \ 1 1 co 1 4 RAMP ABOVE clean out 8" ROOF RAIN PVC SD � I ,I 1 NEW'AREA(DRAI / �_ .RIM 37 •6 `�► , .�` �. I ' 1 INV. I /37 .0 (4VC, J I 1 , INV. II 37 .0 ( PV) � \ � ,, ,/ ,• 1 .......INV. UT 370 8 I�VC)/ I I { I X 1 \ \ PROPOSEDI 00 GA ON'PREC T' 1J49, 91 P I I \ 1 CONCRETE 9EPT C T NK FOR OPOSED I . 0 1 1 I XN •:. '` / / EDUCATION B IL IN ,p i I I j I 1 IG/ RO J)E 1 , 1 I CONCRETE WALL SUPPORTING I I ( DIED\ A + ' \ ACCESS NTA [V M L 0'O `�SE /�RATION 1 I i G DECK \ \. 0 1 (M q 1 (SEE ARCHITECTURAL AND '` \,, 1 MrA-M TO ND,ATI ) \ I I STRUCTURAL PLANS) I o C �� - --` 1 I I I I 1 1 I I i 1 \DE \� I` i NEW MAMMAL / ( ( I' C.,' 1 •\ \ EMH, TYP. I + / ENCLOSURE / / ! 6 PVC � / �I �V '� �') -' PVC W�UTILITIES ,' UNDERDRAIN TO DAYLIGHT t ? 1 r; a / f W/ ENERGY DISSIPATOR / / / 1.; i J IA X ,3 �J C �p --� a \ INV. OUT 371.0 t' / ( % J ' �, E ( � y O `�°" _ / I vC i . I PROVIDE 6 SLEEVE -4. r / / BENEATH PATH _ I / 3#0.50 rq 4" PVC STORM DRAIN IN -1 / / Q FROM RAIN \\ \ \ a / "� CHAIN/TRENCH DR. / % } ( /1" WATER LINE ABOVE _?_ /�`.:,, ) / (TYPE K COPPER)e, l J l l ( t �-y I \ J 7.�. 17 SVJgPS11r �� I \ PROPOSED ` \' / / EXTEND 2" WATER SERVICEnI ( 1 ASPHALT /� FROM EXISTING BUILDING TO I N PATH �; / f PROPOSED NEW EDUCATION ` N�WMPMR� S� BUILDING 2 TYPE K OPPER 0 ( ( / ), F _ y ,` 6 l� s/S�/y` 1" 1 `� I 1 / J 1'00 1 1 1 O / ( / / / I36710,15 /38040 Ing , / / / / / / j / / r ✓ � �`` ��: `\ �" PROPOSE 8 PVC SDR ROOF DRA INTO T4ETNTO EXISTINSa BRAIN INLET 7, /0 _. . 0 j 1 y '" PROPOSED SOLID 4" PVC SDR 21 TANK \ / DISCHARGE TO TIE INTO EXISTING SEPTIC .-410 / d LINE AS SHOWN \ ter' �� a ` \ >I°f , 7(,.�. 7f } l / (MAINTAIN MIN. PITCH 1/8 PER FOOT)-, \ YX/'STj S AL gg d a^. J -- '� _ _ -- L- \\ '` -\ ✓ , ,' e( OWTS TANK BLOW UP VIEW SCALE: 1" = 10 FT. PROPOSED 1000 GALLON SEPTIC TANK PROPOSED WITH MANHOLE RISER AND FRAME EDUCATION AND COVER TO GRADE BUILDING PROPOSED FULL DEPTH ASPHALT PROPOSED 165 L.F. -4" 0 PVC SDR 21 APPROXIMATE LOCATION OF EXISTING ®__--- ---- _� WITH CHIP SEAL SURFACE SEPTIC TANK DISCHARGE LINE SANITARY LINE (4" PVC_SDR21) AS PER FINISHED FLOOR PROPOSED GRADE (MINIMUM PITCH 8" PER FOOT) ENGINEERING PLAN BY RALPH ELEVATION = 376.0 RAMP EXISTING GRADE EXISING DRAIN INLET EXISTING T MASTROMONACO PE — — — — — — — — _ _ _ PROPOSED EXISTING RIM0 EXISTING 2500 GALLON CONCRETE — — — — — — — _ — V PROPAD SED-8" ROOF _�____ _ SEPTIC TANK AS PER ENGINEERING_�__� 0 f INVERT = 361.33 PLAN BY RALPH MASTROMONACO PE 0 0 ` APPROXIMATE LOCATI m II II s II PUMP CHAMBER AS PE1 a PROPOSED 6" C.M.P. SLEEVE o PLAN BY RALPH MAST z z, , z BENEATH ASPHALT PATH NOTE: PROPOSED WYE SEWER PIPE CONNECTION WHERE ACCESS IS MORE THAN TWELVE (12) INCHES _.. BELOW FINAL GRADE, AN EXTENSION COLLAR SHALL BE PROVIDED OVER EACH COVER OPENING INVERT TO MATCH EXISTING- - —I �► u PROPOSED CRUSHED STONE PATH 390 )N OF SEPTIC t ENGINEERING DMONACO PE 360 350 P 7 1 Resolution Number 2.5 - OX 1 Date �33 2-C, - I Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: n ARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW PORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/4/24 For Planning Board Review 12/20/24 100% CD Issue 02/07/25 100% CD Bid Set 03/12/25 Planning Board Resubmission 05/23/25 100% CD Rev 1 IFC 06/16/25 Issued for NYCDEP Review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title: OWTS PROFILE AND DETAILS Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG PROFILE SECTION EDUCATION BUILDING TO EXISTING PUMP CHAMBER VERTICAL SCALE: 1" = 10 FT. HORIZONTAL SCALE: 1" = 20 FT, Pg No: SPm4x06 FINISHED GRADE t BACKFILL AND COMPACT / USING STRUCTURAL FILL PER SPECIFICATIONS, NO SHARP ROCKS OR CONSTRUCTION MIN. 36" BELOW FINAL \ \ \ DEBRIS. FINISHED GRADE SURFACE FOR LOOPS OUTSIDE \ \ PROPOSED BUILDING FOOTPRINT, OR MIN. BELOW BOTTOM OF FLOOR / / SLAB FOR LOOPS INSIDE \ \ CONTRACTOR HEAT FUSE BUILDING FOORPRINT FITTINGS AS SPECIFIED TO TIE \ IN LOOPS (SEE DETAIL THIS l3" MIN. SHEET) 1 A BACKFILL WITH SAND OR FINE d DRILL CUTTINGS APPROVED BY ENGINEER. 6" BELOW, 6" ABOVE PIPING AND 6" SIDES. MAINTAIN AT LEAST 3" PIPE SEPERATION. CONTRACTOR TO TRENCH -IN AND INSTALL PIPING MAINTAIN A MINIMUM OF 3" SAND/SPACING BETWEEN ALL PIPES AND NON -SAND MATERIAL BOTTOM OF EXCAVATION SHALL NOT EXTEND DEEPER THAN BOTTOM OF FOUNDATION FOOTINGS. ADJUST (REDUCE) SEPARATION BETWEEN PIPING AND BOTTOM OF FLOOR SLAB AS NEEDED. INSULATE PIPING IF SEPARATION IS LESS THAN 36". MIN. 6" DIAMETER BOREHOLE PROVIDE FACTORY ASSEMBLED HDPE LOOP TO DEPTH AS SPECIFIED UTILIZING A SINGLE PIECE HDPE U-BEND FITTING AT BOTTOM, DESIGNED FOR GEOTHERMAL APPLICATIONS TO ENHANCE LOOP PREOTECTION, INSERTION AND RELIABILITY. DRILLING DEPTH = 500.0' BGS A d DO NOT EXCEED MANUFACTURER'S PIPING BEND RADIUS LIMITS. 1-1/2" SDR 11 HDPE PIPE GROUT ENTIRE ANNULUS WITH THERMALLY -ENHANCED GROUT MIX AS SPECIFIED. SET TO ROCK DURING DRILLING PULL CASING AFTER LOOP INSTALLATION IF WITHIN PROPOSED BUILDING a FOOTPRINT. GEOTHERMAL BOREFIELD DETAIL SCALE: NONE 36" M I N 6 MIN. VE 6" MIN 95 v✓ AL FINISHED GRADE BACKFILL AND COMPACT USING STRUCTURAL FILL PER SPECIFICATIONS AS DIRECTED BY GC. NO SHARP ROCKS OR CONSTRUCTION DEBRIS PER SPECIFICATIONS BACKFILL WITH FINE DRILL CUTTINGS OR SAND PER SPECIFICATIONS. 6" BELOW, 6" ABOVE PIPING AND 6" SIDES. MAINTAIN AT LEAST 3" SEPARATION BETWEEN PIPES. HDPE SDR-11 RETURN LINE HDPE SDR-11 SUPPLY LINE NOTES: 1.) IF DEPTH OF TRENCH EQUALS OR EXCEEDS 5'-0", THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING. AS AN ALTERNATIVE, THE TRENCH WALLS MUST BE CUT BACK TO A 1:1 SLOPE, OR THE NATURAL ANGLE OF REPOSE FOR THE SOIL, WHICHEVER IS SHALLOWE 2.) CLASS I, II, III OR IV COMPACTED BACKFILL MATERIAL IN ALL PIPE ZONES, PER USCS UNIFIED SOIL CLASSIFICATION SYSTEM TRENCH SECTION INTERIOR OF BUILDING LINE SCALE: NONE mr-TI ImIl l 1 IAIr-C, LOOP UlIV LIVI LIV 1 I VVIMIll 11V1V WALL TYP. TYP. GEOTHERMAL CIRCUIT SCHEMATIC . cr� SCALE: NONE NORTH 2 OVERALL SITE PLAN SCALE: NONE Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: nARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 10/04/24 For planning board review 10/07/25 Issued for NYCDEP Review 12/12/25 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRATION DATE: 05/31/2026 Sheet Title: GEOTHERMAL BOREFIELD PLAN Date: 05 April, 2024 Project No: NNAR0010.00 Dwg By: AE Chck By: RJ 1 ), GEOTHERMAL BOREFIELD PLAN SCALE: 1 /8"= V-0" Resolution Number 2-S Date 3 2 i _ Pg No: SP=4mO7 1/16120237:25:21 PM Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 SYMBOL CODE QTY BOTANICAL NAME �COMMONNAME TROOTBALL SIZE REMARKS TREES -I- ACE RBR 18 ACER RUBRUM RED MAPLE B&B 2" CAL. SINGLE STEM + ACE SUG 13 ACER SACCHARUM SUGAR MAPLE B&B 2" CAL. PROVIDE LIST OF AVAILABLE VARIETALS + AME CAN 16 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY CONT. 15 GAL. MULTI -STEM 0 AS(T) 1 ACER SACCHARUM SUGAR MAPLE N/A TUBELING PROVIDE STRAIGHT SPECIES -0 BETLEN 1 BETULA LENTA SWEET BIRCH CONT. 15 GAL. PROVIDE STRAIGHT SPECIES ONLY BL(T) 3 BETULA LENTA SWEET BIRCH N/A TUBELING PROVIDE STRAIGHT SPECIES ONLY f- CHA THY 4 CHAMAECYPARIS THYOIDES ATLANTIC WHITE CYPRESS CONT. 6' -7' HT. STRONG CENTRAL LEADER -{- CO(T) 1 CARYA OVATA SHAGBARK HICKORY N/A TUBELING STRAIGHT SPECIES, REGIONAL SOURCE +++ HV 6 HAMAMELIS VIRGINIANA AMERICAN WITCH -HAZEL CONT. 15 GAL. MULTISEM - NATIVE SPECIES ONLY + JUN EAS 7 JUNIPERUS VIRGINIANA EASTERN REDCEDAR CONT. 6' -7' HT. STRONG CENTRAL LEADER 0LIQ STY 1 LIQUIDAMBAR STYRACIFLUA SWEET GUM B&B 2" CAL. STRONG CENTRAL LEADER + LIR TUL 4 LIRIODENDRON TULIPIFERA TULIP POPLAR B&B 2" CAL. STRONG CENTRAL LEADER, PROVIDE AVAILABLE VARIETALS MAG SWE 6 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA CONT. 15 GAL. STRAIGHT SPECIES + NYS SYL 2 NYSSA SYLVATICA TUPELO B&B 2" CAL. STRAIGHT SPECIES OR APPROVED VARIETAL + PIN STR 10 PINUS STROBUS WHITE PINE CONT. 6' -7' HT. SINGLE STEM + PRU SER 3 PRUNUS SEROTINA BLACK CHERRY CONT. 7 GAL. STRAIGHT SPECIES + QUE BIC 9 QUERCUS BICOLOR SWAMP WHITE OAK CONT. 2" CAL. STRAIGHT SPECIES OR APPROVED VARIETAL + QUE CHE 14 QUERCUS PRINUS CHESTNUT OAK B&B 2" CAL. STRAIGHT SPECIES • QUE PAL 16 QUERCUS PALUSTRIS PIN OAK B&B 2" CAL. + QUE RUB 12 QUERCUS RUBRA NORTHERN RED OAK CONT. 15 GAL. STRAIGHT SPECIES, REGIONAL SOURCE PREFERRED SYMBOL CODE QTY BOTANICAL NAME �COMMONNAME ROOTBALL SIZE SPACING REMARKS SHRUBS J��UU�G G AL 94 ALNUS SERRULATA HAZEL ALDER CONT. 2 GAL. 48" o.c. 3')nw'F • AM(S) 38 AMELANCHIER CANADENSIS CANADIAN SERVICEBERRY MULTI -TRUNK CONT. 2 GAL. 60" o.c. STRAIGHT SPECIES AS SPECIFIED + ARA 16 ARONIA ARBUTIFOLIA RED CHOKEBERRY 2 GAL. 2'-3' HT. 36" o.c. AKA GENUS PHOTINIA + CA 123 CLETHRA ALNIFOLIA SUMMERSWEET CONT. 2 GAL. 48" o.c. + CAM 40 CORNUS AMOMUM SILKY DOGWOOD CONT. 2 GAL. 36" o.c. STRAIGHT SPECIES, WELL ROOTED IN N POT. • COC 82 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH CONT. 2 GAL. 48" o.c. STRAIGHT SPECIES ONLY, WELL ROOTED IN POT + IV 118 ITEA VIRGINICA VIRGINIA SWEETSPIRE CONT. 2 GAL. 48" o.c. • IVE 33 ILEX VERTICILLATA WINTERBERRY CONT. 2 GAL. 48" o.c. VVVVVG GG 'JJ • LB 38 LINDERA BENZOIN SPICEBUSH CONT. 2 GAL. 48" o.c. 7-11Ann1s;c • RV 58 RHODODENDRON VISCOSUM SWAMP AZALEA CONT. 2 GAL. 48" o.c. • SC 58 SAMBUCUS CANADENSIS AMERICAN ELDERBERRY CONT. 2 GAL. 48" o.c. FULL SUN OR PARTIAL SHADE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT FIELD2 SPACING REMARKS FERNS MS 227 MATTEUCCIA STRUTHIOPTERIS OSTRICH FERN CONT. 1 GAL. 24" o.c. PARTIAL SUN, SHADE OC 132 OSMUNDA CINNAMOMEA CINNAMON FERN CONT. 1 GAL. 24" o.c. PARTIAL SUN, PROTECTED AREAS GRASSES AG 333 ANDROPOGON GERARDII 'RED OCTOBER' RED OCTOBER BIG BLUESTEM CONT. 1 GAL. 24" o.c. SUN, PART SHADE PV 440 PANICUM VIRGATUM SWITCH GRASS CONT. 1 GAL. 24" o.c. STRAIGHT SPECIES PREFERRED PERENNIALS AT 405 ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED CONT. 1 GAL. 24" o.c. FULL SUN 0�0�0�0000000000000�p� CV 341 COREOPSIS VERTICILLATA TICKSEED CONT. 1 GAL. 24" o.c. FULL SUN MD 275 MONARDA DIDYMA BEE BALM CONT. 1 GAL. 24" o.c. FULL SUN, PARTIAL SUN RH 352 RUDBECKIA HIRTA BLACK-EYED SUSAN CONT. 1 GAL. 24" o.c. PLACE IN FULL SUN 0 o 0 0` 0 o o SN 181 SYMPHYOTRICHUM NOVAE-ANGLIAE NEW ENGLAND ASTER CONT, 1 GAL. 24" o.c. FULL SUN o a TC 282 TIARELLA CORDIFOLIA FOAMFLOWER CONT. 1 GAL. 24 o.c. PLACE IN PART SHADE, STRAIGHT SPECIES PREFERRED VN 351 VERNONIA NOVEBORACENSIS COMON IRONWEED CONT. 1 GAL. 24" o.c. FULL SUN HERBACEOUS PLANT MIX SCHEDULE RAIN GARDEN - SUNNY HERBACEOUS ASCLEPIAS INCARNATA / SWAMP MILKWEED LIATRIS PYCNOSTACHYA / PRAIRIE GAYFEATHER MONARDA DIDYMA / BEE BALM RUDBECKIA HIRTA / BLACK-EYED SUSAN SYMPHYOTRICHUM LAEVE / SMOOTH ASTER VERNONIA NOVEBORACENSIS / COMON IRONWEED PANICUM VIRGATUM 'CAPE BREEZE' / CAPE BREEZE SWITCH GRASS QUANTITY 1,243 1,243 1,243 1,243 1,243 1,243 1,243 FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc UPLAND MEADOW MIX 32,372 SF ACHILLEA MILLEFOLIUM / COMMON YARROW 324 SF SEED, 15 LBS/ACRE 1% ANDROPOGON GERARDII / BIG BLUESTEM 1,295 SF SEED, 15 LBS/ACRE 4% ASCLEPIAS SYRIACA / COMMON MILKWEED 1,295 SF SEED, 15 LBS/ACRE 4% ASCLEPIAS TUBEROSA / BUTTERFLY MILKWEED 647 SF SEED, 15 LBS/ACRE 2% ASTER DIVARICATUS / WHITE WOOD ASTER 1,619 SF SEED, 15 LBS/ACRE 5% BAPTISIA AUSTRALIS / BLUE WILD INDIGO 324 SF SEED, 15 LBS/ACRE 1 % CHAMAECRISTA FASCICULATA / PARTRIDGE PEA 971 SF SEED, 15 LBS/ACRE 3% COREOPSIS LANCEOLATA / LANCELEAF TICKSEED 2,590 SF SEED, 15 LBS/ACRE 8% ELYMUS VIRGINICUS / VIRGINIA WILD RYE 1,619 SF SEED, 15 LBS/ACRE 5% ERAGROSTIS SPECTABILIS / PURPLE LOVEGRASS 4,532 SF SEED, 15 LBS/ACRE 14% EUPATORIUM PURPUREUM / JOE PYE WEED 1,295 SF SEED, 15 LBS/ACRE 4% HELIOPSIS HELIANTHOIDES / FALSE SUNFLOWER 162 SF SEED, 15 LBS/ACRE 0.5% PANICUM VIRGATUM / SWITCH GRASS 3,237 SF SEED, 15 LBS/ACRE 10% SCHIZACHYRIUM SCOPARIUM / LITTLE BLUESTEM 4,532 SF SEED, 15 LBS/ACRE 14% SOLIDAGO JUNCEA / EARLY GOLDENROD 324 SF SEED, 15 LBS/ACRE 1 % SOLIDAGO NEMORALIS / GRAY GOLDENROD 486 SF SEED, 15 LBS/ACRE 1.5% SYMPHYOTRICHUM LAEVE / SMOOTH ASTER 1,619 SF SEED, 15 LBS/ACRE 5% SYMPHYOTRICHUM PILOSUM / FROST ASTER 1,619 SF SEED, 15 LBS/ACRE 5% TRIDENS FLAVUS / PURPLETOP 2,913 SF SEED, 15 LBS/ACRE 9% VERBESINA ALTERNIFOLIA / WINGSTEM 647 SF SEED, 15 LBS/ACRE 2% ZIZIA AUREA / GOLDEN ALEXANDER 324 SF SEED, 15 LBS/ACRE 1 % WET MEADOW ASCLEPIAS INCARNATA / SWAMP MILKWEED BAPTISIA X'BLUE BUBBLY/ DECADENCE® BLUE BUBBLY FALSE INDIGO CAREX AMPHIBOLA / CREEK SEDGE CAREX CRINITA / FRINGED SEDGE CAREX STRICTA I TUSSOCK SEDGE ELYMUS RIPARIUS / RIVERBANK RYE MATTEUCCIA STRUTHIOPTERIS / OSTRICH FERN OSMUNDA CINNAMOMEA / CINNAMON FERN SCIRPUS CYPERINUS / WOOL GRASS QUANTITY 1,749 1,749 1,749 1,749 1,749 1,749 1,749 1,749 1,749 FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc 24" oc HYDROSEEDED LAWN 8,437 SF iVi REINFORCED TURF 4,960 SF FERN MIX QUANTITY MATTEUCCIA STRUTHIOPTERIS / OSTRICH FERN 412 FLAT, LP50 PLUG 24" oc OSMUNDA CINNAMOMEA / CINNAMON FERN 412 FLAT, LP50 PLUG 24" oc RAIN GARDEN - SHADY HERBACEOUS ASCLEPIAS INCARNATA / SWAMP MILKWEED MONARDA DIDYMA / BEE BALM RUDBECKIA HIRTA / BLACK-EYED SUSAN SYMPHYOTRICHUM LAEVE / SMOOTH ASTER TIARELLA CORDIFOLIA / FOAMFLOWER QUANTITY 1,010 1,010 1,010 1,010 1,010 FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG FLAT, LP50 PLUG NOTE: QUANTITIES ARE FOR TOTAL NUMBER OF PLUGS. LP50 PLUGS COME IN FLATS OF 50 PLANTS. 24" oc 24" oc 24" oc 24" oc 24" oc Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 1000 CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: PLANTING AND GROUNDCOVER SCHEDULE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL Resolution Number Gate 3z SPm5,00 Pg No: -r 1 I I 1 I Z_ I I • C:7 Ae� J� I •� ' 1 / I� 1 I �' l I - -J6 ---360 -' IV - \ APPROXIMATE LOCATION \ — �� lr(5) CAM' G I(7) AL -345 , . - OF SANITARY LINE / (5) LB S�e�\G �Q��G (4) JUN EAS / \ 1 I (2) AM(: `�` \�� _ (1) AME CAN' \ I UPLAND MEADOW MIX (95 sfl u' I / / h O -- a2839 I� 800 \ O .8579 UPLAND MEADOW MIX (116 sfl } I O 58 I/ 1 QUE BIC - - - ---------335----/--(8)AL 1 r /! APPROXIMATE EXTENTS OF SEPTIC FIELD TO REMAIN �G� i ' ! 98 r' ' Pv 8597 low VON / ' (2) AME CAN / WET MEADOW (591 sfl % i / 611� \ / , \ o609 (1)ACE SUG 215 �i//iili \//��\/��\J 1 // 1 ®/ /// �/ �\ rrrrrr; i\ WET MEADOW (566 St) / / / / /: /� . � , y ' / • / / _ (2)ACE SUG / / r / / r / � � �= ✓ � 1�-t`r 3r3.0i-�r�>- \ \mot\ I/ � � l � / ,/ � l it rrr /-..\ I, /I,�\ (1) AME N % < > /� _-� r 1 ' �� �/ _ RAIN GARDEN - SHADY HERBACEOUS (1,013 sfl (1) Q E PAL UPLAND MEADOW MIX (431 sfl 129 - r // (2)BL(T)— i r/ /rr rrrrrr / (1)QUE PAL I \ / / + / /r//r/r rrr � r / 1 / / / , / / � „� (29)COC 28 r r rrrr / r / rrrr / , IRAIN GARDEN - SHADY rrr //rrrr/rr/r/ r rrr r/rrrrrr r// rr I \ (2) QUE BIC / 1 I // \I 1 �/ 1 // �.7 HERBACEOUS (565 sfl �135 I . i \ I I l• \t I \ / r` / (6)RV �; o h ?' (9)AM(S)... rrrr/rrrrr/; /rrrr / — (1)QUE PAL N, r / r WET MEADOW (1,395 sfl f — - / (\ (1) BET LEN ;�`,° �- `J\ (21) CA" / \ ; // // r (12) LB . (20)AL All\ • I I! 1\I ll • / r 1 //h 1 • / • // \ 1 j / 1 / AA -11/ / I / I I /� / ✓ (1) QUE PAL / P\JU ' TO RAIN GARDEN - SHADY HERBACEOUS (1,365 (9) AL RAIN GARDEN \SHADY ff \ HERBACEOUS (581 sfl / (7) AL/ (4) AM(S) \ \ "s l s 0q', r ACE RBR —`AS(T)► ` r , � (2) CHA THY o(1)ACE RBR I \ 3 F _— UPLAND MEADOW MIX (2,428 so / (2)ACESUG I /1 •-__.�'/' - -''-�� 41P. (1) CHA THY .... L r y �c 4 _RIAMM .d"I I 1 � 1 9 (1) ACE RBR RV 10 RAIN GARDEN - SHADY HERBACEOUS (361 (6) SC QL (8) IVE r lD 0) CHA THY 41 (1) QUE CHE // / r ," / \/ m / I (1)AME CAN/�_—,. 4, �0 931 (1) LIR TUL I �a V 4�i - °`r,,r�,r�rrsI L(1)AME CAN - I • r+rI s / �-�15- � (1) PRU ® (1) PRU SER X \ NATURE \\ \1 PLAYGROUND 69 2,188 SF UPLAND MEADOW MIX - \ • \.,, \ I\ / / / // / \ �/ / ,/ y� \ (652 sfl p -,�; O �5) IVE \ MATCHLINE L-401 % \ - 7 MATCHLINE, L-402�o� T // // i// (3) QUE PALUE \ UPLAND MEADOW MIX (341 (1) QUE CHE 226 1 r =R �(0 , ' 41 r (1) ACE RBR (4) CA92 \6097 / (1) PIN STR 11 J ^ v / (3) AME CAN 1 PLANTING LEGEND - --- s -- — s-- - APPROXIMATE LOCATION OF SANITARY LINE 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING DEER EXCLOSURE FENCE TO REMAIN EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR / \ EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN / CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF / ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR DBH 4' RANGE FENCE FOR GROVES. \-CRZ EXTENTS OF RAIN GARDEN EXCAVATION TREES CODE COMMON NAME/ BOTANICAL NAME + ACE RBR RED MAPLE / ACER RUBRUM + ACE SUG SUGAR MAPLE / ACER SACCHARUM AME CAN CANADIAN SERVICEBERRY I AMELANCHIER CANADENSIS + AS(T) SUGAR MAPLE / ACER SACCHARUM + BET LEN SWEET BIRCH / BETULA LENTA BET RIV RIVER BIRCH / BETULA NIGRA + BL(T) SWEET BIRCH I BETULA LENTA + CAR AME AMERICAN HORNBEAM / CARPINUS CAROLINIANA + CAR OVA SHAGBARK HICKORY / CARYA OVATA + CHA THY ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES 0 CO(T) SHAGBARK HICKORY / CARYA OVATA + HAM HAR HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA'HARVEST MOON' HV AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA JUN EAS EASTERN REDCEDAR / JUNIPERUS VIRGINIANA 0 LIQ STY SWEET GUM / LIQUIDAMBAR STYRACIFLUA LIR TUL TULIP POPLAR / LIRIODENDRON TULIPIFERA + MAG SWE SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA + NYS SYL TUPELO / NYSSA SYLVATICA + PRU SER BLACK CHERRY / PRUNUS SEROTINA + PIN STR WHITE PINE / PINUS STROBUS + QUE BIC SWAMP WHITE OAK / QUERCUS BICOLOR + QUE CHE CHESTNUT OAK / QUERCUS PRINUS QUE PAL PIN OAK / QUERCUS PALUSTRIS QUE RUB NORTHERN RED OAK / QUERCUS RUBRA SHRUBS 0 AL HAZEL ALDER / ALNUS SERRULATA AM(S) CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS ARA RED CHOKEBERRY / ARONIA ARBUTIFOLIA CA SUMMERSWEET / CLETHRA ALNIFOLIA CAM SILKY DOGWOOD / CORNUS AMOMUM 0 COC BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS IV VIRGINIA SWEETSPIRE / ITEA VIRGINICA IVE WINTERBERRY / ILEX VERTICILLATA LB SPICEBUSH / LINDERA BENZOIN (4 RV SWAMP AZALEA / RHODODENDRON VISCOSUM 0 SC AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS FERNS MS OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS OC CINNAMON FERN / OSMUNDA CINNAMOMEA GRASSES AG RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER' CAL BL2 BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS PAN CBZ CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM'CAPE BREEZE' PV SWITCH GRASS / PANICUM VIRGATUM ALL SCH COMMON CHIVES / ALLIUM SCHOENOPRASUM AST D15 WHITE WOOD ASTER / ASTER DIVARICATUS Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW �_ 1 I I � I AT BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA VVV Q Q Q Q Q Q Q Q Q CV TICKSEED / COREOPSIS VERTICILLATA ri/ rrr r/r MD BEE BALM / MONARDA DIDYMA \\\\\ MON BE2 BERGAMOT / MONARDA FISTULOSA PYC NON NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM RH BLACK-EYED SUSAN / RUDBECKIA HIRTA r0 0 0 ° ° o ° o SN NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE SYM LA4 SMOOTH ASTER / SYMPHYOTRICHUM LAEVE — ` 0 00 00 0 0 00 O TC FOAMFLOWER / TIARELLA CORDIFOLIA VN COMON IRONWEED / VERNONIA NOVEBORACENSIS HERBACEOUS PLANT MIXES RAIN GARDEN -SUNNY HERBACEOUS UPLAND MEADOW MIX rrrrrr/ /rrrrrr WET MEADOW MIX -I-I-I-I-I l i i i HYDROSEED LAWN 3, REINFORCED TURF Seal and Signature: ap s Resolution Number-) Sheet Title: PLANTING PLAN — BLINN ACCESS ROAD Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SPm5n01 0 10' 20' 40' Scale- 1" = 20'-0" i / t i /' / /� / /,- /. � -- --ter-- 1 LIRTUL � / 1 / / l I I, / I I I l 1 I / 1 1 r ! 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I l l _L 0) QUE CHE I I I 1 1 �, r �,--/, . ` w \ \\ \\ / f ( I! l l i ( I I I I d i I 11 I l I I I I I / I \ r`� r (49) SN D'• I 1 1 1 I. ----- :--_- M \ \ N \ \I \ \ \ I 1 ! I I / /! /J ! ! / l i I I \ I I I 11 1 / I 1 1 i �i I 1 / i /1 1 I1 / / l F� \ \ \ I / I 198 11 I \ \ \\ I I / _ _ 1 / / , I ? 1 1 1 1 1 I 1 ! l r l / 1 / s /sp � a- �'' III r' I '� / , i 1 \\ 1 1 1 � I I I - I/ !, i / !! / ) I I 11 1 iI l 1 I 1 l I/ l I ,l !/ !/ I l s, Gc-4 /�rG, I �'`� r / II a I TEATOWN LAKE � / i i i I I / I I I // I / , I I / /• /� I i I I l I / � ! /l /I ! ! ! ! ! ! I I yq R / ,r \ j'' I l / I i / ! I I I i I II I I I I / 1 / / ) / I/ , / ! / ! / / ! ! ! ! ! ! ! ! ! I I I I l,/� l � �' fit'` I I I i "�. ■ / / ! ! I i 1 I I I _ _ I I • 1 I ? i' i/ I I / ' / / / / / / / / / / / / / / / J \\ l) / t'r/ / ! / / ! 't` K l I / / / / I I I I I I I / I I / , / / / , / / , / / / / / / / / \ �r 1� ` te- 1 1 I / I 1 I I / ! 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I I I �1 . _ 5Q \ \ r . , �: / , /' .-' ,! / / l l / / ( 1 i \ \ \ 1 I \ I l l l / / 3 / I 1 / \O \ - � I I (1) ACE SUG• / ,! i 1; /1 = - / \ / r ' \ / I / NATURE PLAYGROUN \ �2� y�' /! !/ !' / j ./I / \ \ !) I) I II \I \I i \ l� l I I r, d/I l �� - " _- I \4 \\ \ \ - ,I I / `} I\ (i , S / I 1/ / I / -- _, /// I / ! / ! /� / / ! // / I I 1.\ i /IiIJ y / / � 1 ,�\ \o \ 5,175SF , t -' w / / / / / / • I l I / , I/OI \ \ \ \ I (1) ACE RBR I I I• ) I � /,,\ / �- --,/ ! , /I I 1 / I i / I IIII IIII jI / l g i \ \ \• \ \ I I I I I I • \ I i I l l \.1 "� - f f/ i\ r\ _ / * / -\ / l I / / / 11 / / \ ) i I \ \ � \ / - \ \ \ / / / ! •/ / / / , / / / I / / o I / 1/110 / l \ \ / I I LI ! r / \ \ I / / $ ! / ! /l I � �! I I , i I � /IIiIiI l / 1 / �\ ) 1 I /? I I, \ \ \ \ I i r \ \ I / ! / , l ! �1\ ,! , �l , , 1 ! 1 i 1 f J Il 1d ) /' 1 \ I I , / , 1 y,I' \ \ \ i I \ ��\,,1 j ` � A :� / / // - \ \ \ ! / / � 1 /` / / I I / ! / i " I l l / (/\ / ! 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J/ ) / / / / � / / / (8) CA / / `S / I \\ // i �, , O��\� � J I I / / �� h / O l - J ' / / / / / : / / / l I i 1 / 41 -- -� ,r�' f - �►/1 � / / / / / UPLAND MEADOW MIX 625 s ' �',` \ / / ,C �A,,P� /' /' / / I_ 1'1 \�° /' 11 /' // / j/ / !!// / / / / / / i r k / fl //\ �y !�` ) J�� '� / jf.( - ,e r,' �Q� It,' ! \, � / / / � \ / � / , I ! /-' ) , // /I / / / / / / / / / / l / / / r J / \ `j� I(- ,r` ` )\ , , fi� / ' /� _ / - \ l / / ! / / !! / O/ / /�/ // // I" l" 11 /��\ iI i� r a /I (�I / \\� / _ / / ✓ � I I / l ! l ! ' / / ! 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I I I I I I I / J / 1 r / MATCHLINE L-403 , r' r' r' ® (18) ALL CER 4 _ ( ! 1 I I I I I ! i i �' f I / I I I / I I 1 I i I I! l i �\ / -/i \ \ \\ rrrr// / / . r / \ \ \ \ \�- lJ I i / I i II I I J `_ Ire/ / I\ \ \ / ! � / /---� � .. � � \ , � \ � 4_'J/ y ? f 1 y, ti,,l,, Ji- \ \ �_ ��� \ \ /rrrrrrr/ �` Q _ (41S PAN CBZ \ \ \ \ I I I I _I. r .;/ i_ ;, /\ f R l ti \\\\ A. /771 PV( N(lAI \ w I I I 1 1 I I f I! 1 I \ ■ J Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: PLANTING LEGEND 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 s s APPROXIMATE LOCATION OF SANITARY LINE Owner: ® I I � I I - I I ® 100' WETLAND BUFFER TEATOWN LAKE RESERVATION WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM 1600 SPRING VALLEY RD, ®I I■ I I■ I I■ I I■ I I■ I I ®I I■ I I - MILLER ASSOCIATES BY AUGUST 11, 2023 OSSINING, NY 10562 �-o- 0 ° EXISTING DEER EXCLOSURE FENCE TO REMAIN Consultants: - - - - - - - - - EXISTING MAJOR CONTOUR Landscape Architects - - - - - - - - - EXISTING MINOR CONTOUR STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 _ � EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN NEW YORK, NY 10004 / I CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50- OF T: 212.487.3272 I �/ ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR � _ __ / DBH '-CRZ 4' RANGE FENCE FOR GROVES. Civil Engineer DTS PROVIDENT E� � EXTENTS OF RAIN GARDEN EXCAVATION ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 TREES CODE COMMON NAME/ BOTANICAL NAME + ACE RBR RED MAPLE / ACER RUBRUM Structural Engineer + ACE SUG SUGAR MAPLE / ACER SACCHARUM SILMAN AME CAN CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS 32 OLD SLIP, 10TH FLOOR + AS(T) SUGAR MAPLE / ACER SACCHARUM NEW YORK, NY 10005 + BET LEN SWEET BIRCH / BETULA LENTA T: 212.620.7970 BET RIV RIVER BIRCH / BETULA NIGRA + BL(T) SWEET BIRCH / BETULA LENTA MEP Engineer OLA + CAR AME AMERICAN HORNBEAM / CARPINUS CAROLINIANA 50 BROADWAY, + CAR OVA SHAGBARK HICKORY / CARYA OVATA HAWTHORNE, NY 10532 + CHA THY ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES T: 914,919.3102 CO(T) SHAGBARK HICKORY / CARYA OVATA + HAM HAR HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA 'HARVEST MOON' Lighting Designer ' HV AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA LUMEN JUN EAS EASTERN REDCEDAR / JUNIPERUS VIRGINIANA 108 EAST 16TH ST, 6TH FLOOR 0 LIQ STY SWEET GUM / LIQUIDAMBAR STYRACIFLUA NEW YORK, NY 10003 0 LIR TUL TULIP POPLAR / LIRIODENDRON TULIPIFERA T: 718.614.4502 + MAG SWE SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA Cost Estimator + NYS SYL TUPELO / NYSSA SYLVATICA ELLANA + PRU SER BLACK CHERRY / PRUNUS SEROTINA 32 BROADWAY, 8TH FLOOR PIN STR WHITE PINE / PINUS STROBUS NEW YORK, NY 10004 + QUE BIC SWAMP WHITE OAK / QUERCUS BICOLOR T: 212.971.0936 + QUE CHE CHESTNUT OAK / QUERCUS PRINUS QUE PAL PIN OAK / QUERCUS PALUSTRIS Vertical Transportation QUE RUB NORTHERN RED OAK / QUERCUS RUBRA LERCH BATES SHRUBS 1430 BROADWAY, SUITE 908 AL HAZEL ALDER / ALNUS SERRULATA NEW YORK, NY 10018 AM(S) CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS T: 212.596.4690 0 ARA RED CHOKEBERRY / ARONIA ARBUTIFOLIA Acoustic Consulting 0 CA SUMMERSWEET / CLETHRA ALNIFOLIA SM&W 0 CAM SILKY DOGWOOD / CORNUS AMOMUM 275 MADISON AVE, 14TH FLOOR COC BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS NEW YORK, NY 10016 0 IV VIRGINIA SWEETSPIRE / ITEA VIRGINICA T: 212.725.6800 . # IVE WINTERBERRY / ILEX VERTICILLATA 0 LB SPICEBUSH / LINDERA BENZOIN RV SWAMP AZALEA / RHODODENDRON VISCOSUM Date Issue SC AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS FERNS 12/20/24 100% CD SUBMISSION \�\�\/\�\�\�\� \,\,\,\,\,\,\, MS OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC OC CINNAMON FERN / OSMUNDA CINNAMOMEA GRASSES 10/07/25 ISSUED FOR DEP AG RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER' REVIEW 12/12/25 ISSUED FOR DEP CAL BL2 BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS REVIEW PAN CBZ CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM'CAPE BREEZE' 03/11/26 FINAL ISSUE FOR DEP REVIEW /�/ / PV SWITCH GRASS / PANICUM VIRGATUM ", 1"1fr\1\11 A 1 N illm:"= ee= "i 111111111I �� ��� � �� ��� - ;;;- a • se:EeEE1 ■■■■■■■■■■■■ COMMON CHIVES / ALLIUM SCHOENOPRASUM WHITE WOOD ASTER / ASTER DIVARICATUS BUTTERFLY MILKWEED 1 ASCLEPIAS TUBEROSA TICKSEED / COREOPSIS VERTICILLATA BEE BALM / MONARDA DIDYMA BERGAMOT / MONARDA FISTULOSA NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM BLACK-EYED SUSAN / RUDBECKIA HIRTA NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE SMOOTH ASTER / SYMPHYOTRICHUM LAEVE FOAMFLOWER / TIARELLA CORDIFOLIA COMON IRONWEED / VERNONIA NOVEBORACENSIS RAIN GARDEN - SUNNY HERBACEOUS �`,r'f � 1W UPLAND MEADOW MIX WET MEADOW MIX /////// -I -I -I -I -I ,' I' I l i l i HYDROSEED LAWN REINFORCED TURF Resolution Number �--� Date s_. __ N Seal and Signature: Sheet Title: PLANTING PLAN MAIN CAMPUS Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-5.02 11 0 10' 20' 40' Scale: 1" = 20'-O" / / -ate / - ' \ i / /' / / / / / / /• royy��i i h/(,,,: i / / - / /9- f J d j + rt ° „j yq1� ^ k-I 1) GH k , 1 / / /_ \ I pu KI ,� /'i - �N. //' \\� �, , / l l l 1 I / / / / / I / ,) // / /' .. 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( ) / / / 5 AM S �� __�/ X;-.� 1--- Jj,/--)j' -_,_ ///"I 11111/////I � I ) // �,9 /® fi ,, G�i�� (3.IMS \/\ r/ / (1)Ms C(23)RH - --- /��U r\�\------ � � - �I /,l/lI/ll�!/ire////IIJ/, ! jl�_ f� r' P,����' (31)TC \,� ° f / \i\ (37)PV (21)VN � ' - ---1 \ / / / ( (35) VN �° j'° r\r\r / (37) AT /, / / - / ', -� ; ` -UPLAND MEADOW MIX (1,854 sfj J / / / / I , r r / / - \P RAIN GARDEN SUNNY • - ,� % \ / WET MEADOW (84M _ / f / �f I HERBACEOUS (619 so gja ` � - - - 1 I J I (�\\\ 1 /, , ,' /i, / / / / 5 / / , / � I= UPLAND MEADOW MIX (1425 sfl • (15) 0 I 3 , �;�_,� IJl ! \\ \\__ �-/ , �(-�V ( JJ,/ I II RAIN GARDEN- 16 M `i` °° I_ I /r / �/ 4 _ I\ \\ \ --' ' �, 11 ,_ 1 I (� �� - \� HERBACEOUS (254sfl ( ) \ \ °° ° \ -1 \ --` - �, r` / /f (1)ACESUG I I /\% // ® (1)Al \ / / / , - I � 11111 _3. _ ,.- �_ \4 fr! - ', / /I / I (1)ACERBR f (1)ACESUG \ \\ - / , _ _. � ` � - � -� __ J / - (4) IV, - �. I ' UPLAND MEADOW MIX (295 sfl _ _ - - , - -- /, r -- _:-..--- �c� - (1) ACE RBR ' ,�' �` (26) RH � i �\ _ �� - 3 j0 -� _ / !UPLAND MEADOW MIX (128 sfl , , , - RAIN GARDEN - (7 sfl PAN CBZ J \ ,r. I z - - _ / - 9E (41) AT 0 ��+'`� r` (8) ALL CER / / ! T. ®' ' "" , _ _ / / _ -' / � - - ' r' ' - �•' �' HERBACEOUS (171 sfl , \ T( ,- - t - r -- - - I / ,- '� _ _ _ - / - _ - - - ® / / t` } � T` } 17r 28 CV r,_ ' >t` ' (8) PYC NON / , (88) AG \ , _! /! / i'' Af \ - - - - , / (�• = i / T _ L. �I _ - / / / / � - (I 11 RMIN GARDEN (5) TC I r (1) ACE SUG, 1 / '_��\/- J 11 y� - ////// // / 16 AT 15 PYC NON \( ) - -/ .,..-P /_ - - r r r / r r / / / / / / / / {" ��� ( ) HERBACEOUS (159 sfl ( ) I 11 � /' UPI i \ i% > - - - (2) QUE PAL / / / / / / / / / , / / / ° �' (10) SN (13) TC ° , \ (17) TC I I / / 1 / �► , �r , \I ��' _ - ® / / / i i n / / / \\ , , : (14) ALL CER I l \ ✓ ill 11/r .`��,\i� �\ ®r �- ////// '`r//A o � ` / (1)ACERBR (2)TC l�j(41)AT \ f %/, �' � ``-; 1 . _ /, �� -l!/1 �- �\\\�\ w I _w, '� WET MEADOW 1 308 s{� / / / r / / ( //r `ill/ ^ \\\\� ( l '' f Fr , r t I , \ / ' _ f///✓',/ � _J,/ -`�1b�� - - ' \ `\ / / / � / � / / � / e (12) TC' (17 sT7 PAN CBZ (32) SN. / r r' / \ \ ��� / / \ / '//// //,/, ; _ -; \\\' _ _ - �_ _ - - -FERN MIX (1,586 sfl / ! - I I I \ \1>1 --- N /- J ,/---i,i, , ////I//r" -- ,,,\\\,. -- � --_/ \ \ /\/ /// // \ i !//, / \ T`- \ \ h/ /// / r ,* )r, - (18SflPANCBZ I �r '\, ,\,�K \ / 1 �7' . - _/ ✓ : '�-. //- _- "', - 1\ MATCHLINE L-402 - -36s_ - -- / x / r / /�'r� - I (6) ALL CER o ! - �-� s� �, / / l ;- ✓ / j;, i,; r%,, /,, I \ \ \ /� / / / / ,,., x� r A' r ,••- ,•- i. 1 I _ O o OI i ( />/ l I , 1 / / 11f// ,%- irr/ , , v , _ ° v �_.(6)TC I 1 A\ 1\ IV( __ i I / �" // l I I ( // ) I1", - / / 1 1 \ ____\ _ l \ ////, f -/ �° W \ k I , r / / MATCHLINE, L-403 . _ _ _ _ , , , ,' r ,�' _ ° 18 ALL CER \ s' • / 5 / r; T-11\I\\1 /''/If, , / / �7 -" -, \ , -� �\ ////// / / �` r r / �� ( ) \'C� \ \� \ ,\ \ 1/ I/ I / / l ////- S I l/,! , _ - ii: \ \ � � , \ ///////// >� t 47s PAN CBZ • \ \ \ ,�- / �� �/' /11� `'x i✓I II//' -_"�., i / / \ •'' � \ \ \ \ \ \ \lo) 'T` (27) PYC NON -> \ / 11 / r,, ,/;fix,//wV,\L,//'// , )I,4 (\ I/� �� �-,\\\ �.�,�i ) I \ \ \ �I \ - \ \ ° o I \ , -, // �_. / / \ . 1 \ \ , \ \ \ \ (1) AME CAN \- _ \ ti� / \ r / / / !/i /. / , / ,_ - ` \ \ I 1 \ //// \ _ _ _ / / , / , �' ill✓/r✓// //i/ r/ a/ /- --, li ll -1 \ 1 -- \ � \ \ \ \ \ \ \ \ „- __ \ 0 l \ S.� // i(r / / / !ll�'r///r''I I/ / / /r Ah ° \ ,� /-.-- \\ _ -�� \ 3jo\\ \\ \ \ \ (2)AMECAN-(33)RH (- ( _ \_\ �/ / \/ r //l• /, / / / / / / 1 k- 1 \ \ \ � \ \ \ \\ 11 / / 1 i ® / o \ � - �i ✓ / / / / Z 1 � I \ � 40 AT 35 AT\ •� � � / // / // �j/1111 I / 11 ! , I / ( (/ 1 ��`t - \ / \) \\ \\ \ �\ \\ \1 \\I\ 1\ o / / ( ) ( ) '. \\\ ill I N��®' / `o \` \ 1 / 25 CV 5 VN o /'1/ / /r (I'r111�11I / / / 1 4 V A ' vv/ v / V v� A oO" - ! RtP_( ) I 1 /l '' ti� I / 7/ / / r /l'111,!Jf (,` ) \ I I 7 ,/ / \ \\ \\\\\ \� xi" ' X/ / ,, / I l °�� 1 / \\®. I ;'�/' //,' ' / {/Jii;I\I��\ii / / / / l -) l / r --,\` \\' \ \ \\\\ - - �= (/ Y Ir .l / l/ `\ ° ! •� ✓ / I I \ \ -. / --, G °, \ 11 ` - ,� , , L 1 pN \ / // / �' j/ / j / ,, I j 1 I 1 1 1 \,/ I / ✓ rr\ \\----375 - \ \ \ \ \\\\-` \ ` `36s- f% I _ 'S r ) ( \ \ --- ` \ V �\ r / / / / / / / I � / / / ) 1 1 1 1 / /" / / 1 ) \ \ \ \ ` \ h � `• f, (, ` / 1 p \ / / / / I;,/ I I / / / ,I ) I I - ' Is--' J \ \\ ,\1 1 l t \ 1 , - 36 % � Y /-6- - _ s Or l �/ \ \ \ -, \ �� I ( I v I ) (® III / � � � , � �� � v�• 1 .36 / , , REINFORCED TURF (332 so pv�� v 11 v V I ,/ �\/ o' / ✓ r i jJ 1 !fII, I �/I ih I / 1 I /\ / / ��_,__ /> / / i I tl / / I 1 \ 1 1 I \, / /( / • I 1 ) I) / \ \� - REINFORCED TURF 2,946 s �f- \ \ ( \\ l ,/ /// \�/ /! , i o/ /I Il l �l /� /"__/� \---- 11 I I ( /I/ ( 'I �- \ \\ �\ \ --367 - ( fl , \ \ _ _ I; ri / / �/I ! j/i/ �`O ! / / 11 I 1 1 I (.G - 1 I / 1 I \ \\ _�- --. -UPLAND MEADOW MIX (300s1) / ° \\ 1 \ \ \ _ --- / ,� ,X, !/ �/\ / / ) �/� , , \ I 9 - - - - - - _ - (2) AME CAN•, \ \ \ I / /l // ✓ l/ / / /%/-I J //l / 1, \ \\ I/� / - /� \ 1/ _36 - REINFORCED\ TURF (320 sfl � _ 1 \ _ \\ \ \ I / ( / / l I / \ \ v � -1' --,377 376_ I ( l 3j2\ _ - , 1 / i \ ( l \\ ' \ 0 \ r� \ \ \\ \ / /J ,f� /) I /// �,- \I / \ I \)• \ ti - /I / ,--378� \ `\ ®!f 1 / - _368 / �l'� _- _ -1� \ \� \ \ \\ \ \ \ \ (� -_, l ✓/ / I l -J /I lI ( \ \ \ l l I/f 3380 \ \ \ // l / 1 `/ I^- I / - �/ -1. 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OHw-A_-OHw OHW / ` / -! / \ / I I l /* - Hw /� - � f � / / � \ \ \ / � I I / / /-A \ < 1 ( / � / \ ,' / / / / / \ \ \ \ \ / \ N / / / / \ ' \ \ \ /\ \ r\ / / / -'l1. )\\\ ( 11 (// --\ ,�, (/ J /!,2848 847 -'�/ / ® - /J� /// � /// // '* �/ -\- �1I / / \\ I / I \\� \ \ \L\ t/111 / \ / \ � / / /' / , ✓ \ 1 \ I \ I \11 ) \ \ _\f \ \ _� �84� -\ - -' j� O UPLAND MEADOW MIX (301 sfl , , II II / /II \\ / \ / \ \\ 11 1 \ \\ I\ a1� / - / - \ r 1 / III ) / l \. \ \ I \ \ / ! t2" a ��- _�___ I / \\ 1 I `( _ % �\ 10) I II 1 i I( I \-372--- ,--�-� I I 1 /((P' l l / I��.r- / I 1 , / / / '_ ' \ r / \. l I / //I'I l / / \ I 1 ( \ / 1 I \ / / \ I 1 F I °I iI \1/ I 1 /-- 8 ,f . I �NQPPDXA /ol � Ir ��',' /�// •IO / / \ \ II \ \\\\ \\ l /I 11 l / / / / - �� I I �� ,- %, l- ) `•4\ / i J,. / J / \ I \ 1 j • ( / / 11 / \ 1 _ _ �' / i s( (• . / I , \ I \ \ I I I / �'I \ \ \ \\ - - - '; /, i1!/I f///�/ J l / CROFT POND "I � \ 1 i I 1 I I I I - - \ _-.369 ,-, ' // // // Y), / �I I / / •1 I I ---- \ I 1 \\ \ (3)QUECHE - - r ,,•''/ /l/ / I / L'r % / / I I\/ I o ( I I 1 / ,-%< // /// F//, /// /1/l / l l /. I I I � - 1 I / I I \ \\ / #► 7p-- --- ,/ , /, ;/ //// / , - \ I r 1 / 1 1 1 f ! -\ \ \ , f' f l ///i//r�r,/�/7 j/ � I' 1` Q I I i -I i I I I I \ \ (1) QUE PAL _ /'\. \ ,\, r-1 / / / /, r \ � �, I -) I I 1 I I 3>3� \ \\\_ _ \ / -_ - (2) QUE PAL -_ � (1) QUE PAL`- °/,i/ir /// _ . �� - ,# \\ I � I ' I I I I I I ---- I ` _- \ , - �- - - / 407 403 / '` - \�`- J// � \ \ `-_ 9 � i I I ! / / I I I __ \ _ 208 I ;4041} \. - - - 1 ) l 1 1 l 1 1 1 1 \ _ - -37 - r - - - ` ` \ 2- ` _ -- - - / r ( 4 U vwl-� 1 �'_ +; k ' // I'- 464 -- \\ 5 •\ / ® - - I Sao(° / 1 / co )I 11 II i I IJ I i l \ - / ��\ \ ' ! / / _,il' i- r 11I I / I I ( I 1 I I I .I / / I ? \ / / „ , 11 r/ 1 \ - i / / r 6.0 I -I�/ / . I I / I ( / I I ` '31"5__ � � t i \ l ' / , - / I � I I 1 -- ,` / ,__---_(12)SC 11 Ir% I \� a 410 -- �/ /! /f // /" /l !�/ \ \\ ` \\ I / I I 1 \\ `,, I / ��_ v ~ll � \ 3, - " `\\ \\ I (7) IVE.!/;' ~j \\_. -- /j / - / �// I/ ,l • ® // '/ / • 1 -1 / 1 / II I I II \ Il I / �------- \ / 1 \ ? / / / \ / )% / r / / I I I I I I I I I • , \� - _ _ \ \ - ) - \ , -1 \ UPLAND MEADOW MIX (273 sfl ® / ' \ 'z _/ / I� \ - I I I I t, / / / /* 11 l ` /� I � I I I I \ \ \ \ UPLAND MEADOW MIX 101 s /� r \ , �� \ / 1 I ? / , -� �-_ i ,: I V i I I I \ __� _y ( 17 L l/ -� / I I I I I I \ % _� Oi 1 (19) AL ) 1' 1 n' /7 �\ \ \ �-___\ �\ \.\ �\. 2 I (s�,\, I 1 ( 1111I /� / / I I \ ) I f I I �� \i �0,, � J ( I / 1 1 I I 11 I I _ \-� \ \ \ \ \� (4) AM(S)\ I - I - !/// , /?` -- .\ \\ \\ \` N �\ �- �\\ \ \)✓ '\ --_- ` i �I1�.''I✓/�/� / \+ ,366 '� I 1 \ II I I I" I\ \\ \1 \ \ \ / -G l0 , I� I / 1 , -:I __ � ��\\ - \-_ ,_� \ \- G \ \\ I a <i~ \ °,. �./ (13)IV ,i / / , • '�- , 1 I I y \\ \ \ /� \ • _ \ \ \ \. 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TREES CODE ACE RBR + ACE SUG AME CAN AS(T) + BET LEN BET RIV + BL(T) CAR AM E + CAR OVA + CHA THY + CO(T) + HAM HAR HV JUN EAS + LIQ STY ' LIR TUL MAG SWE + NYS SYL + PRU SER PIN STR + QUE BIC + QUE CHE • QUE PAL QUE RUB SHRUBS V 0 0 0 FERNS \\\\\\\ \'\'\'\'\'\'\' r/r//rr E", AL AM(S) ARA CA CAM COC IV IVE LB RV SC MS OC AG CAL BL2 PAN CBZ PV ALL SCH AST D15 AT CV MD MON BE2 PYC NON RH SN SYM LA4 TC VN HERBACEOUS PLANT MIXES EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR 4' RANGE FENCE FOR GROVES. EXTENTS OF RAIN GARDEN EXCAVATION COMMON NAME/ BOTANICAL NAME RED MAPLE / ACER RUBRUM SUGAR MAPLE / ACER SACCHARUM CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS SUGAR MAPLE / ACER SACCHARUM SWEET BIRCH / BETULA LENTA RIVER BIRCH / BETULA NIGRA SWEET BIRCH / BETULA LENTA AMERICAN HORNBEAM / CARPINUS CAROLINIANA SHAGBARK HICKORY / CARYA OVATA ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES SHAGBARK HICKORY / CARYA OVATA HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA 'HARVEST MOON AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA EASTERN REDCEDAR / JUNIPERUS VIRGINIANA SWEET GUM / LIQUIDAMBAR STYRACIFLUA TULIP POPLAR / LIRIODENDRON TULIPIFERA SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA TUPELO / NYSSA SYLVATICA BLACK CHERRY / PRUNUS SEROTINA WHITE PINE / PINUS STROBUS SWAMP WHITE OAK / QUERCUS BICOLOR CHESTNUT OAK / QUERCUS PRINUS PIN OAK / QUERCUS PALUSTRIS NORTHERN RED OAK / QUERCUS RUBRA HAZEL ALDER / ALNUS SERRULATA CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS RED CHOKEBERRY / ARONIA ARBUTIFOLIA SUMMERSWEET / CLETHRA ALNIFOLIA SILKY DOGWOOD / CORNUS AMOMUM BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS VIRGINIA SWEETSPIRE / ITEA VIRGINICA WINTERBERRY / ILEX VERTICILLATA SPICEBUSH / LINDERA BENZOIN SWAMP AZALEA / RHODODENDRON VISCOSUM AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS CINNAMON FERN / OSMUNDA CINNAMOMEA RED OCTOBER BIG BLUESTEM I ANDROPOGON GERARDII 'RED OCTOBER' BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM'CAPE BREEZE' SWITCH GRASS / PANICUM VIRGATUM COMMON CHIVES / ALLIUM SCHOENOPRASUM WHITE WOOD ASTER / ASTER DIVARICATUS BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA TICKSEED / COREOPSIS VERTICILLATA BEE BALM / MONARDA DIDYMA BERGAMOT / MONARDA FISTULOSA NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM BLACK-EYED SUSAN / RUDBECKIA HIRTA NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE SMOOTH ASTER / SYMPHYOTRICHUM LAEVE FOAMFLOWER / TIARELLA CORDIFOLIA COMON IRONWEED / VERNONIA NOVEBORACENSIS RAIN GARDEN -SUNNY HERBACEOUS `/ 'rf"''/ UPLAND MEADOW MIX WET MEADOW MIX r///r// I- -I-I-I � i, i 1 I, i, i HYDROSEED LAWN REINFORCED TURF A 1?ro , " D Resolution Number _;S__- 6 F Date N Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: ,2 i;M 4R!° ?6! Sheet Title: PLANTING PLAN - SPRING VALLEY ROAD Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-5-03 0 1 O' 20' 40' IIIIIIIIIIIII Scale: 1" = 20'-O" Pg No: r / _ _ I Imo' / �/ � / / / / -- � _ IIII/ /i_ •\ -_ \\\ 7 PIN STIR • // / --- \ 1 I 1 III, /\ \ \ \ \ \ \ \ \ \ \� \ ��\\/ •_ J J17 LLF a/ l // / /ter / // / / // / / / 1 1 / / -1%I i \, \\ I Ilt�\ \\�� •\ \ \� \ \\\\ \ \ \\ \?O 396 (1) QUE RUB \ Q �\ \ \o \ —• I 4—r - /70v — v /- ` v. v --- /0 AA-7 -401 / - / �,A AI I \ I RAIN GARDEN -SUNNY �� / I / I I I • / , / \\ / t \ \ \ • \,HERBACEOUS (181 so ,'' � k / / �I I I _ — __�_ ;,—, / / ,/�� , vv ���v� v I • rI 1-v-' ',I v --``fir , / ,` �v •v � vv I (4) QUE RUB v yy vvv� v �v v v.v II I 1 (\ v• \ V 1 - / l i'r r \• A 1I A NEW MAINTENANCE BU1` � � Y� /I �1 i � II II �l l /• EXISTING NURSERY AREA TO REMAIN — v �� ; / I , I I I / / I , / / CO (6) LB \ I -'� 1 / I (7) CAM (8) AL, I j III IIj1 I j j I �' I l l/ �' v I 11 II—t I O 11RAIN GARDEN - SUNNY �v 1 I HERBACEOUS (582 , so Oct I I I I I 5 � / �v l I I �I I A III I I Itpc--v� ,� v I I I d I I I I I I I I II - I (7)COC ' ll) /�, 111 I I ( I I I I 1 1 / � / � � I I / / / / I I\ f� I • I I I I I I� I � { I I o Il I l I v �v 11 _ III 1 1 I III 1. I f / /' AM(S) i l �6 NTENANCE PARKING LOT t I I II (5) RV v I I I MAI III O 1 (6IV ) t I 9 SC -, I \ 5 IV I I 41 UPLAND MEADOW MIX (496 so ,__ _ _ I I \ 1 0 \ I rt� act`` ✓/��`'` I� / • \ `� \ \\ \\ \\ I \ \ \ \ \ \ \\ \ \ UPLAND MEADOW MIX (1,505 so �\ I � 1 I� 11 I I % • / /I / I I I I / / / iUPLAND MEADOW MIX ,,� .� I� I� (1,701 sor` I I �-� / I\ (8) LB �-. QUE RUB i I i II 11 I I I 1� (9) CAMI lei I I I I � 1 � �" I � I I I I ° l l✓ l l /1 ! I� %l ll N I vy a (11)AL I v _____ 1v I I I I I I I I / / I I I I l/ l, 1 ` Y` 1` I I I l I Il I l/ I I II I I j I I I v 1 RAIN GARDEN - SUNNY I I I I I I I HERBACEOUS (1124 so ICROFTPA(13COc I \RKING LOT /�(13) RV UPLAND MEADOW MIX (304 so l v v v v \ \ v v v v v \ UPLAND MEADOW MIX (3,299 so (9) IV, I • I �i'--- —1, \ \ \ \ I \ (3) AM(s) � \ \ AV I � � . \ �� � �` f !I l / / �r'` l ,/ / l • / / / / l l / , / , / / / �l /, l / l / lV / ///,// J/, "(3) QUE RUB v v 1 I v v v 426= (2) ACE RBR, (9) CA � � 1 / A �; �� I ' � _� / �— �i�'ZQ` //,✓rim __ l///11 (l// I A\ - � I r / / / / / WET MEADOW (244 MIX (0 _ _ / �•/ I \ \1\t1 1` 1�11 / /i' sf / i i i i ; / Sf) CROFT SCIENCE CENTER UPLAND MEADOW_ — w 4 i(5) IV �I ��� MIX (208 so\ I i ' ���4p \ \ \ 1 o_ , I \ \ ID \ //--_-----416 916_ 413 415 w�. 1 Lt-- \ .���� _ �a.. w0Lt9�jl;l.lr--------------.I _'Y -40 -413 —407 —402— ------ L�� \\\ '_ ----0 9 / y �— 399------__ -- \ 394- PLANTING LEGEND -- - — - -- APPROXIMATE LOCATION OF SANITARY LINE 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 �—� EXISTING DEER EXCLOSURE FENCE TO REMAIN — — — — — — — - EXISTING MAJOR CONTOUR — — — — — — -- — - EXISTING MINOR CONTOUR i EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN / CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR DBH 4' RANGE FENCE FOR GROVES. '—CRZ CEXTENTS OF RAIN GARDEN EXCAVATION TREES O 0 0 2 0 0 8 cunt inc 0 0 0 0 C) 0 FERNS nnA0000 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 CODE COMMON NAME/ BOTANICAL NAME ACE RBR RED MAPLE / ACER RUBRUM Structural Engineer ACE SUG SUGAR MAPLE / ACER SACCHARUM SILMAN AME CAN CANADIAN SERVICEBERRY / AMELANCHIER CANADENSIS 32 OLD SLIP, 10TH FLOOR AS(T) SUGAR MAPLE / ACER SACCHARUM NEW YORK, NY 10005 BET LEN SWEET BIRCH / BETULA LENTA T: 212.620.7970 BET RIV RIVER BIRCH / BETULA NIGRA BL(T) SWEET BIRCH / BETULA LENTA MEP Engineer OLA CAR AME AMERICAN HORNBEAM / CARPINUS CAROLINIANA 50 BROADWAY, CAR OVA SHAGBARK HICKORY / CARYA OVATA HAWTHORNE, NY 10532 CHA THY ATLANTIC WHITE CYPRESS / CHAMAECYPARIS THYOIDES T: 914.919.3102 CO(T) SHAGBARK HICKORY / CARYA OVATA HAM HAR HARVEST MOON WITCH HAZEL / HAMAMELIS VIRGINIANA'HARVEST MOON' Lighting Designer HV AMERICAN WITCH -HAZEL / HAMAMELIS VIRGINIANA LUMEN JUN EAS EASTERN REDCEDAR / JUNIPERUS VIRGINIANA 108 EAST 16TH ST, 6TH FLOOR LIQ STY SWEET GUM / LIQUIDAMBAR STYRACIFLUA NEW YORK, NY 10003 LIR TUL TULIP POPLAR / LIRIODENDRON TULIPIFERA T: 718.614.4502 MAG SWE SWEETBAY MAGNOLIA / MAGNOLIA VIRGINIANA Cost Estimator NYS SYL TUPELO / NYSSA SYLVATICA ELLANA PRU SER BLACK CHERRY / PRUNUS SEROTINA 32 BROADWAY, 8TH FLOOR PIN STR WHITE PINE / PINUS STROBUS NEW YORK, NY 10004 QUE BIC SWAMP WHITE OAK / QUERCUS BICOLOR T: 212.971.0936 QUE CHE CHESTNUT OAK / QUERCUS PRINUS QUE PAL PIN OAK / QUERCUS PALUSTRIS Vertical Transportation QUE RUB NORTHERN RED OAK / QUERCUS RUBRA LERCH BATES 1430 BROADWAY, SUITE 908 AL HAZEL ALDER / ALNUS SERRULATA NEW YORK, NY 10018 AM(S) CANADIAN SERVICEBERRY MULTI -TRUNK / AMELANCHIER CANADENSIS T: 212.596.4690 ARA RED CHOKEBERRY / ARONIA ARBUTIFOLIA Acoustic Consulting CA SUMMERSWEET / CLETHRA ALNIFOLIA SM&W CAM SILKY DOGWOOD / CORNUS AMOMUM 275 MADISON AVE, 14TH FLOOR COC BUTTONBUSH / CEPHALANTHUS OCCIDENTALIS NEW YORK, NY 10016 IV VIRGINIA SWEETSPIRE / ITEA VIRGINICA T: 212.725.6800 IVE WINTERBERRY / ILEX VERTICILLATA LB SPICEBUSH / LINDERA BENZOIN RV SWAMP AZALEA / RHODODENDRON VISCOSUM Date Issue SC AMERICAN ELDERBERRY / SAMBUCUS CANADENSIS 12/20/24 100% CD SUBMISSION MS OSTRICH FERN / MATTEUCCIA STRUTHIOPTERIS 02/07/25 100% CD BID SET OC CINNAMON FERN / OSMUNDA CINNAMOMEA 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW AG RED OCTOBER BIG BLUESTEM / ANDROPOGON GERARDII 'RED OCTOBER' 12/12/25 ISSUED FOR DEP CAL BL2 BLUEJOINT GRASS / CALAMAGROSTIS CANADENSIS REVIEW PAN CBZ CAPE BREEZE SWITCH GRASS / PANICUM VIRGATUM'CAPE BREEZE' 03/11/26 FINAL ISSUE FOR DEP REVIEW PV SWITCH GRASS / PANICUM VIRGATUM ALL SCH COMMON CHIVES / ALLIUM SCHOENOPRASUM AST D15 WHITE WOOD ASTER / ASTER DIVARICATUS AT BUTTERFLY MILKWEED / ASCLEPIAS TUBEROSA CV TICKSEED / COREOPSIS VERTICILLATA MD BEE BALM / MONARDA DIDYMA MON BE2 BERGAMOT / MONARDA FISTULOSA PYC NON NARROW -LEAF MOUNTAIN MINT / PYCNANTHEMUM TENUIFOLIUM RH BLACK-EYED SUSAN / RUDBECKIA HIRTA SN NEW ENGLAND ASTER / SYMPHYOTRICHUM NOVAE-ANGLIAE SYM LA4 SMOOTH ASTER / SYMPHYOTRICHUM LAEVE TC FOAMFLOWER / TIARELLA CORDIFOLIA i i i i i i i ii M VN COMON IRONWEED / VERNONIA NOVEBORACENSIS HERBACEOUS PLANT MIXES =_- RAIN GARDEN - SUNNY HERBACEOUS UPLAND MEADOW MIX rrrr/// /rrr/ WET MEADOW MIX —II —I —I —I lilililili HYDROSEED LAWN REINFORCED TURF Resolution Number 2. - ® � DateI� S z Seal and Signature: Sheet Title: PLANTING PLAN - MAINTENANCE GARAGE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL 0 10' 20' 40' Scale: 1" = 20'-0" SP-5.04 im i (7) ARA i i i i (68)AST D15 (17)MON BE J i i (55) AT f J J � J i � J i J � J � � J � J � i J i i i (38) AND VIR (53)SYM LA4 (74 ERA SP2 i I I I I � / (58) AT (44) AST D15 (32) I � / I / (36) � I � � I � � 1 (37)AND VIR\\ (24)AST D I (53)AT (47)ERA SP2\\ I `1 I (30)AST DI I , it MON BE2(81)I (9) ARA I I I � i (59) AT (28)AND VIR ►��1•�j�1•�1•�•j�1•�1���, ►•♦•••♦•1•♦••••1•• ♦••1•♦1••1•••♦1•�1�•1••••1N'�1 ,� ♦♦••�♦♦1•♦♦•♦♦•♦♦•1♦•♦♦•��•�r1 ►•♦1•♦j•1.1•♦1•••1.1•♦1�►j1•� RM ••1•♦1♦••♦1••1�♦1♦••♦1�♦1d�•♦1•♦1,, NON ►♦:♦ice•:♦i:♦i:♦:!♦:•i:•i��:!•:�i! (23) ALL CER (54) MON BE2 (32) ERA SP2 (15) SYM LA4 I V� I I \ I I I I I I I � 0 I I I i PYC NON AND VIR (84) AND VIR (31) ERA SP2 (57) MON BE2 (50) SYM LA4 (17) AT (47) AST D15 (51) ERA SP2 a EDUCATION CENTER GREEN ROOF LEGEND ` DBH EXISTING TREE TO REMAIN. DIAMETER AT BREAST HEIGHT ROCK OUTCROP BOULDERS, SEE BOULDER SCHEDULE MATERIALS PLANS 1'CONTOURS EDUCATION CENTER GREEN ROOF PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME ROOTBALL SIZE SPACING SHRUBS + ARA 16 ARONIA ARBUTIFOLIA RED CHOKEBERRY 2 GAL. 2'-3' HT. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT SIZE GRASSES AND VIR 223 ANDROPOGON VIRGINICUS BROOMSEDGE BLUESTEM PLUG LP50 PLUG 18" O.C. ERA SP2 235 ERAGROSTIS SPECTABILIS PURPLE LOVEGRASS PLUG LP50 PLUG 18" O.C. PERENNIALS ALL CER 23 ALLIUM CERNUUM NODDING ONION PLUG LP50 PLUG 18" O.C. AST D15 213 ASTER DIVARICATUS WHITE WOOD ASTER PLUG LP50 PLUG 18" O.C. AT 242 ASCLEPIAS TUBEROSA BUTTERFLY MILKWEED PLUG LP50 PLUG 18" O.C. \\\�\ MON BE2 209 MONARDA FISTULOSA BERGAMOT PLUG LP50 PLUG 18" O.C. PYC NON 32 PYCNANTHEMUM TENUIFOLIUM NARROW -LEAF MOUNTAIN MINT PLUG LP50 PLUG 18" O.C. 1 _� SYM LA4 118 SYMPHYOTRICHUM LAEVE SMOOTH ASTER PLUG LP50 PLUG 18" O.C. U 11:ri'.�' ' Q�VIZ-IID Resolution Number DB Date 0 2' 5' 10, Scale: 1 = 5 -01 N Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971,0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: t Era � Sheet Title: PLANTING ENLARGEMENT - GREEN ROOF Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-5.05 TEATOWN LAKE d EXTENTS OF EXISTING LOT P � • I EXISTING RAPTOR ENCLOSURES ENCLOSURES • MAINTENANCE �. BUILDING • •I — 7 arc �� • I • t zd 1 T I �XIMTING I t =- MAINTENANCE 422 7 = BUILDING _ I ---- --------- SOILS LEGEND 1 ��DBH CRZ EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR 4' RANGE FENCE FOR GROVES. SOIL PROFILE FULL DEPTH PLANTING SOIL AMEND EXISTING SOIL ON SITE ON SITE WITH COMPOST AND OR SOIL AS INDICATED FOLLOWING SOIL TESTING. PROVIDE SOIL TESTING UPON COMMENCEMENT OF WORK RAIN GARDEN SOIL PROFILE - SEE CIVIL DWGS. NEW SEEDED LAWN (AMEND EXISTING) STABILIZED TURF SQUARE FOOTAGE 17,719 SF 38,362 SF 55,813 SF Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: ' 11TECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914,919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE,14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SOILS PLAN 9,697 SF Date: 15 October, 2025 4,997 SF Project No:1023 Dwg By: IRS Check By: GWL W Resolution Nurnber 0 25' 50' 100, Scale: 1" = 50'-0" ILI SP-5-06 im TREES TO BE REMOVED TREE NUMBER NORTHING EASTING ELEVATION TREE TYPE 9145 867756.1969 677409.227 337.4473 12" MAPLE 9146 867757.9997 677408.863 338.0322 16" MAPLE 9147 867744.3146 677426.633 336.3871 12" MAPLE 8566 867690.3324 677359.775 341.0732 14" CHERRY 8567 867695.4564 677363.999 341.2144 12" TWIN MAPLE 8811 867678.3993 677376.285 340.1404 8" MAPLE 8812 867671.764 677383.038 340.1146 6" MAPLE 8813 867660.8195 677391.147 341.1228 20" OAK 9138 867667.3845 677465.956 338.2085 16" MAPLE 9135 867621.3298 677484.572 347.2395 16" MAPLE 9161 867609.6627 677504.806 349.1668 12" OAK 9159 867581.2493 677518.721 349.6844 16" OAK 9160 867600.2497 677511.243 349.6466 6" BEECH 9132 867571.8064 677513.881 351.8983 14" BIRCH 9260 867506.9106 677493.446 363.7303 18" TWIN OAK 9261 867497.9157 677483.33 364.7352 14" OAK 8943 867613.5077 677288.372 338.6955 14"HICKORY 8802 867611.1005 677299.611 342.1379 8" BEECH 8892 867463.4906 677343.049 366.5609 8" PINE 8893 867455.4999 677346.175 366.7921 8" OAK 9307 867445.7023 677325.359 367.0954 8" OAK 9331 867467.357 677387.806 366.6812 8" BIRCH 9322 867457.9639 677372.058 367.165 14" TWIN OAK 9315 867439.402 677375.393 367.8424 6" BEECH 9316 867445.5854 677367.707 367.4786 6" OAK 9349 867477.0203 677447.17 366.6535 16" TWIN OAK 9329 867438.6808 677420.989 368.696 6" PINE 9344 867463.6675 677413.138 366.7569 24" OAK 9231 867435.1968 677457.444 369.9235 12" OAK 9265 867423.5188 677443.276 370.5583 8" OAK 9266 867415.6932 677438.15 370.8599 6" TWIN MAPLE 5968 867400.1522 677451.637 372.4212 12" OAK 6028 867375.5718 677410.423 372.7757 24" OAK 9269 867351.0958 677372.443 374.6384 16" BIRCH 5964 867338.6385 677398.538 375.0592 14" TWIN BEECH 9285 867352.2971 677346.42 372.7407 6" TWIN MAPLE 9301 867387.3451 677351.82 371.0883 30" TWIN OAK 9302 867382.1208 677337.957 371.7725 12" OAK 9298 867391.9398 677319.107 371.5292 6" PINE 9303 867393.445 677339.016 370.1644 10" OAK 9304 867412.5433 677331.284 368.6732 24" OAK 9305 867417.4648 677325.983 368.1505 20" TWIN OAK 9308 867423.7842 677341.921 367.6006 12" OAK 6595 867331.9635 677510.955 381.8327 4" TWIN MAPLE 5961 867312.1914 677373.739 377.5184 8" OAK 6717 867295.0074 677329.774 374.6427 14" OAK 5905 867261.226 677310.588 375.7229 20" MAPLE 5923 867230.9664 677366.217 374.4159 14" CEDAR 5937 867189.5162 677361.351 373.5395 6" BIRCH 6333 867253.5687 677529.812 377.358 14" OAK 1474 866890.838 677417.26 377.3395 30" MAPLE 1579 866832.6248 677329.473 371.8302 36" MAPLE 2719 866602.2232 677139.26 372.7642 12" MAPLE 2745 866530.0867 677087.357 380.7574 12" MAPLE 8103 866485.3281 677129.353 374.6164 6" BEECH 8097 866448.1245 677151.968 375.6309 8" BEECH 1 867135 677458.072 6" MAP L E 7492 866825.8185 677817.344 410.8932 8 MAPLE 7491 866821.6707 677819.004 410.8522 12 MAPLE 4348 866622.7374 677748.499 425.3014 24 PINE 4359 866580.0591 677756.856 423.185 28 OAK 7626 866579.9688 677759.178 423.2352 26 OAK 7808 866522.6857 677776.078 412.8577 38 OAK 3996 866543.3095 677623.827 409.3107 24 OAK 3908 866556.4692 677642.048 414.6064 28 OAK 3993 866546.678 677652.801 412.8713 30 OAK 8808 867645.6035 677367.794 341.987 8 HICKORY 8807 867639.4978 677344.8 340.4383 12 MAPLE 3773 866590.6115 677600.654 410.7723 24 OAK 6231 867150.046 677436.231 378.2855 20 MAPLE 5666 866959.3099 677415.06 371.8178 48 MAPLE 9 12 MAPLE 8822 un�ree. 1. ANY VARIATIONS OR DISCREPANCIES WITH THE TREES TO BE REMOVED OR RETAINED SHALL BE REPORTED TO THE CONSTRUCTION MANAGER AND TLR. 2. ANY ADDITONAL UNANTICIPATED REMOVALS SHALL BE DOCUMENTED WITH PRECISE LOCATION, SIZE, SPECIES AND HEALTH AND APPROVED FOR REMOVAL BY THE CONSTRUCTION MANAGER AND TLR PRIOR TO REMOVAL. 3. ALL REMOVALS SHALL CONFORM TO TREE REMOVAL AND TREE SALVAGING SPECIFICATIONS. 4. TREE PROTECTION MEASURES AS INDICATED ON THE TREE REMOVAL AND TREE PROTECTION PLANS SHALL BE MAINTAINED FOR THE DURACTION OF THE CONTRACT UNLESS OTHERWISE DIRECTED BY THE CONSTRUCTION MANAGER. TREES TO BE PROTECTED AND REMAIN TREE NUMBER TAG NUMBER TREE DBH AND TYPE 9191 1 24 TW I N MAPLE 8569 2 12 MAPLE 9105 3 14 MAPLE 8568 4 18 MAPLE 8565 5 6 MAPLE 8564 6 12 MAPLE 8940 7 14 MAPLE 8941 8 36 MAPLE 9169 9 12 MAPLE 9376 10 14 MAPLE 9355 11 24 OAK 9329 12 8 MAPLE 9269 13 16 MAPLE 9276 14 14 OAK 6035 15 36 OAK 6036 16 26 OAK NOT SURVEYED 17 6097 18 6 TWIN OAK 6592 191 24 OAK Resolution Number Uate 3 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971,0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: TREE REMOVAL AND PROTECTION SCHEDULE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-6.00 TOTAL TREES TO BE REMOVED: 73 Pg No: / 89� 8526 852� — ! 8523 Y� 8518 4.90 85130 z i-Fi 8515 f r — — \ 5292 8 Lax / \ �Nh % 8.8'5 015317 52 i I 8479 531 5316 s i 80 �a315 / APPROXIMATE LOCATION % 5313 / OF SANITARY LINE �. 5237\5236 / 5311 / 53085310 5309 ��� 5306 5305 / ��'\05,�QG / I 5301 APPROXIMATE EXTENTS OF SEPTIC FIELD TO REMAIN QP 5273 I .. „5249 / I 5275 5247 \ ♦ \ If 611 5048 8610 \ ' 8609 `- 5 5 W y y 8608 5049 ILI 9439 94 I\ 5031 1467 9 �� ` I 5030 5032 94 \ I 511 , 9523 9469 �• • ,. / 5109 • 9444 •'ANIOK 8446 8448 I / ' 5031 ; 8447 8449 8450 8454 \ _ MATCHLINE, L-101 �\ MATCHLINE, L-102 l / 9016 \ 9056 / 9017 9014 9018 9019 / 74 9068 \ 9075, 90 \ \ , ` ` 9069 904 980 9006 I / 9 2 x 9082 9078 I 9071 904 '� ♦%♦ 083 9089 ♦' 91 9094 , 9145 9093 T 9004 _ 9147 i 8991 �- '♦ — 8563 / 91 5 F / • '. ,� I 8567 � � � 868 81 F91*ft/8k ' / 9 9099 ' I '� 2 4 / 9 87 9153 ^ , O r 8566 `\ 9105 `l \ 918 ,� / M \ — 1 ------ ♦ 9154 84 9135 — 9161 9261 I 924: rn �t,i 60 �-- / I 6649 665E 665, TREE REMOVAL AND PROTECTION LEGEND EXISTING: s s APPROXIMATE LOCATION OF SANITARY LINE — I I� I I� I I- 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL STONE MASONRY RETAINING WALL ROCK OUTCROP —®-- ® EXISTING DRAIN --OHw OHw OHw OVERHEAD ELECTRICAL WIRE �� fl EXISTING DEER EXCLOSURE FENCE TO REMAIN X X EXISTING WOODEN FENCE OR SPLIT RAIL EXISTING MAJOR CONTOUR — — EXISTING MINOR CONTOUR - RAILROAD TIE CURB EXISTING DRAIN INLET ® WELL ® EXISTING GUY WIRE COD EXISTING UTILITY POLE —� EXISTING SIGN EXISTING LIGHT POLE Qs SEWER PUMP MANHOLE COVER t DBH 'CRZ EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR 4' RANGE FENCE FOR GROVES. PROPOSED PLAN LINEWORK TREE PROTECTION FENCE FOR GROVES TREE PROTECTION GUARD TREE TO BE REMOVED, REFER TO L-100 TREE ROOT ZONE PROTECTION MATS COVERING CRZ WITH 6" DEEP WOODCHIP LAYER AREA WITHIN CRITICAL ROOT ZONE (CRZ) SHALL BE HAND AND/OR PNEUMATIC EXCAVATED EXTENTS OF RAIN GARDEN EXCAVATION Resolution Number,2,�` Date I Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: ", P "'I-4 TECTS, PLL 68 Jay #317 Brooklyn, NY 11201 T: 718,260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: TREE REMOVAL AND PROTECTION BLINN ACCESS ROAD Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-6.01 0 10' 20' 40' Scale: 1" = 20'-0" .s M 9444 5069 ,� 9301 ♦ \ `\ ' '• .,,. ./,./,,�,/. \ �-_c_ \ \ /\ . .1 ! �\\\ ; I ` 4 mf '/' 166575070 8959 9285 C..1\. 6660 �64� 8313 87145066 8709 \��<5112 9269 5970... (6``94 /503 5065663C NATURE 597 1 19 6595 \ ° 5038 -� / - , h. F`.a f PLAYGROUND 5964 O'` I� ' h `' .g \ \\\ - s , ' '; °,, 1 �, ° 2 188 SF �.. ;;Y , / \ 1 \ \ _ _ �, \ \ p`L > . , 18 642 6420 8450 \ \! , y �\ \ ` \ 9284 1- \ ��Ci �;� / 6695 6697 8454 / / - \ : 8719 \ y' , \ �,1 - - 640 r 1 / �- X �\ 641 �4 MATCHLINE, L-101 MATCHLINE, L-102 ,, '� 4961 - 1 4 0 1 5961; Q 14 4J55- \ 8721 6717 t \Q� s� I F \ 4992 Nc�-° x 632. 84218420 ♦, 4989 , 8722 `, X / �_ _ _. 17 \ ;r fit' ///�it 4 _! 5099 _ 6136 �� 9�' 4 �4x'. x. 1 i` • �/ Z 6320 \y y 5905 i 625�9 �' f 6321 „ _ i a 6333 , 8417! 1 �� i / 6112 f W Cg 6111 6313 / ' \ i 5003 4867 '' EDUCATION CENTER l r' 02 I / v RAPTOR LOOP Y 631 8206 ''� • ` -- TEATOWN LAKE _ 490 15 u' _ % , r 631 5923 6246 \ / / 8205 8199� �`� �� \ I .. �% 624 8203 4913 8 6238 r 27'48784909 8199►5937 / \ 82 7 I ! > ! ( x \( aa. v�. e,6 f I 6472 \ / 82 6 ' I 4908 488 , o o Q >< i ; \ `.6 2 8191 I I ; 4880 '�j 4906 48823 4 ®3 �. J 6��� � " NO, 6296 '. i \ / 3 - 1 _ `, I' ' 6231 — ` / 62 8 630t3 6294 163:1 8348 / \ •• •• 8350 �t. — •I ■ - — \ 1 x � \,�: ,/ MAMMA - ,�. ,� - _ ,;% �I \ \ /:: .' /,', N�W� SERE • 6293 - F ::: :. • � .� I f' €� 1 l ill \ 30 ' / -tis ::_:• - 5 , � � k� srti i • 6291 TEATOWN LAKE 4 6292 r ,r 32 47 ?<<i ■ 3233 261 \ I / SELL / 6287 4721� .n r f 6286 8327 ■ 6, r„ Y II zip. 14 IF 64, / o�. ■ ' I� ■ ` 47 \ 5435 54 _ 5566 \. I I i 8319 �2 4 � I � � ' ,, • 54 2 ❑ , �� -r � \ � � I \ ,,� z 1 / i I 474 5 548318 ' / �.18317 [ 4532 NATURE PLAYGROUNDAAA -8 C r/', 743475435175SF y i r �( 7cI 56O .F 8320 ANIL 4537 4784 1 � i `� 282 '' ', \ l / / 543` y Y , 2 , R�2>' I• \. \ T tP � �5606 ` EXISTING DEER EXCLOSURE AREA NIC - , o 11605 ' , ` 18 1 % 6242784758 \ — — �� ; C \ / / • I Q 6277 r 6447 . / 457 I I o 5 0 V4543 _ ry 6445 / I l �� ■_ I / \ \� �� _ 3411 3 _— s u� 'sue-' f 5f s - / 5853 477 J 391- s 5851 412 UJ W lP ` 5829 8287 - I I 5 6364 \ 5666 1738 6513 ,/ ,,, o � �' >' • � 4645 \o �' J / �_ �k, 733 MATCHLINE, L-102 ]]]yyy g„. / 4668 4763 434 MATCHLINE, L-103 �. 17 I 4 Y Y 1O� t t 4655 pp4! /� % G��.<<G J Gp' s' 135� �/ -, W I W 3297 3 3 — — 4765 7994 3317 A �, �}f; Z J E TC 377.46 T 37 .13 \ ,j, / 7 7993 /� ��� , / , • 1474 3' 377.46 377.130 3653 ' \ ---- \ Yam' ' I V / y£ -7L w� o�� �w ' / \ "law Von 455 K L-102 �! 6 • 'MATCHLINE \ o z I MATCHLINE, L-1033661 r 1 1 v. f'1 onno inn` \ 1869 \\ , / / ! � i 1� 4, TREE REMOVAL AND PROTECTION LEGEND EXISTING: s s APPROXIMATE LOCATION OF SANITARY LINE 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL STONE MASONRY RETAINING WALL ROCK OUTCROP --D —® ® EXISTING DRAIN OHw OHw OHw OVERHEAD ELECTRICAL WIRE EXISTING DEER EXCLOSURE FENCE TO REMAIN x x EXISTING WOODEN FENCE OR SPLIT RAIL EXISTING MAJOR CONTOUR - - - EXISTING MINOR CONTOUR - RAILROAD TIE CURB ■ EXISTING DRAIN INLET ® WELL 0 EXISTING GUY WIRE EXISTING UTILITY POLE EXISTING SIGN EXISTING LIGHT POLE Os SEWER PUMP ® MANHOLE COVER / EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR _ / CRZ DBH 4' RANGE FENCE FOR GROVES. PROPOSED: --- — PROPOSED PLAN LINEWORK 1 TREE PROTECTION FENCE FOR GROVES L-613 2 TREE PROTECTION GUARD L-613 TREE TO BE REMOVED, REFER TO L-100 9 / TREE ROOT ZONE PROTECTION MATS L-613 COVERING CRZ WITH 6" DEEP WOODCHIP LAYER / AREA WITHIN CRITICAL ROOT ZONE (CRZ) SHALL BE HAND AND/OR PNEUMATIC \� EXCAVATED y EXTENTS OF RAIN GARDEN EXCAVATION l =lution Nur-nb,r S - Oute�_ . N Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919,3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614,4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: d P A % Sheet Title: TREE REMOVAL AND PROTECTION MAIN CAMPUS Date: 15 October, 2025 Project No: 1023 Dwg By: IRS Check By: GWL SP-6.02 0 10' 20' 40' Scale: 1" = 20'-0" Pg No: R/4 62 /v ' 46454763 434 555 3297 i / • 3 3 V 4765 3 693 1 3317� I MATCHLINE, L-102 31 MATCHLINE, L-1034, `\\\ r 3003 300 \ 1869 I / \ \ C 300 / a ". 3 3004 2999 �-� ow - -- — 3 01866 - <r �7 \� 3016 2997 H08 2996 \ 2992 18722995 u ' 2993 \ 3109 ,M 2987 1 909 2986 g� f 2903 18 18 2'�J44 \I 2873 / /oNw/ 2837 I! \ I 2838 w 44 2841 0 2839 \ / r \o 2843 2842 �OHW_0HW-- _0H 2844 I (J O"w�_ " OHW— OHW� OHW�OHW-- -OHW ` 2845 + 2936 2848 2847 I 284�--\ \ — ,� \ — ' � 2548 285d ,I ' / � y 733 / MATCHLINE, L-102 ,a 1 � rP 17 MATCHLINE, L-103 T PGA r /off ch cm J I \Y CD cm 1352 /o ui ui TREE REMOVAL AND PROTECTION LEGEND z z z..K i' � EXISTING: ONE _ _ s s APPROXIMATE LOCATION OF SANITARY LINE 100' WETLAND BUFFER r WETLAND BOUNDARY FLAGGED BY STEVE MARINO, ' TIM MILLER ASSOCIATES BY AUGUST 11, 2023 10l/ EXISTING STONE RETAINING WALL 7994 � 4 ,�.� � 1F; I STONE MASONRY RETAINING WALL TC 377.46 TC 31 �� I rat ROCK OUTCROP 3C 377.46 > 377.13 / 3653 7993 I�f 1474 i �i ^A \ y I —Do EXISTING DRAIN ► \ o�� 1 I \ �JP r I oHw oHw oHw OVERHEAD ELECTRICAL WIRE EXISTING DEER EXCLOSURE FENCE TO REMAIN Q EXISTING WOODEN FENCE OR SPLIT RAIL — — — — — — — EXISTING MAJOR CONTOUR xY,y r I — — — — — — — — — EXISTING MINOR CONTOUR 3661t, r T j \ I RAILROAD TIE CURB EXISTING DRAIN INLET 3662 C $ t \ I ® WELL 1579 \ \\\ �/° \o3675 y I -� EXISTING GUY WIRE low NIAW lefto \ 3665 I I EXISTING UTILITY POLE o�w/ EXISTING SIGN ��/ ♦ \ 3747 3746 / I EXISTING LIGHT POLE , SEWER PUMP \ 1934 3677 ,' {Hfi MANHOLE COVER \ 3678 u 3744 EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN --1 � I I CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF 2643 �/ ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR t I f DBH 4' RANGE FENCE FOR GROVES. .31 \_ CRZ \ PROPOSED: \ I PROPOSED PLAN LINEWORK 1958 C 1 \ x I I L-613 TREE PROTECTION FENCE FOR GROVES 2658 oy 1" r ' I L-613 TREE PROTECTION GUARD 1983 2119 2120�- c ' \ r _ _ 2659 1 22042 2118 A22 1 ' \ I / I TREE TO BE REMOVED, REFER TO L-100 / \ 2116 21131 29 28 21 4 \ _ f / 9 /� TREE ROOT ZONE PROTECTION MATS 212- \ 3697 COVERING CRZ WITH 6 0 DEEP W ODCHIP 2127 � � `- � J � I L-613 / LAYER 2112 2130 2144 , I G ----f 266215 / — ' INPPX�`N % / \ 2( 7 / 2141 2143 I /� AREA WITHIN CRITICAL ROOT ZONE (CRZ) ,r S��NGSOV \ ( / 2133 2159 I :� SHALL BE HAND AND/OR PNEUMATIC ,y E11�� 2'%63 \ \ / 2140 3734 ; EXCAVATED 528 213?134 m \ / 2139 218 4451 52(2527 2138 2162 212179 CROFT POND 3735 I EXTENTS OF RAIN GARDEN EXCAVATION / *f 25 y 2163 217 s \z f 1138 � 2�253 2164 �' �� ���''^ ; �ti\ ' I /2254 2166 21767 \ O I / -I - _:..-.1; !I,?j'/ .. it,^';.. •/ / i �..,�' �� ^ ^68 lot- r a. r • ��.' �3 3 - 169 _' 'flr 2197 / .�1 \ �1 ■ !"2170 L 9 $f + I I 2171 �oy / tt 9t } 2277 16672 / I , - Kf rr .0 / 21 1 / \ / 2468 / / 2321 , / 2777 ' �.4}l �J �. 2322 2320 2727 2776 6 ; F r- �' 1 . V // — — ♦, / t y / ui ui \ _ r �� g z z ., 23� \ 2258 2 ,.., €l; / y� \ - 2719 r 2318 zcs / \ czi - \ �� / i �\ \2275 2204co 4F ': a ! a 277333 i t - %�� - 2734 �� / \ 2214 r � � \ \ / - � _ 356 � �/ 2190 � _ 2216 f \y /2295 2221 I 2273 222541 7c \ ♦ ti _ _ 2742 ` 7� \ ` 2296 ! \ $ik , I 2757A 2285 — o -i I Q 2386 2746 I - I -♦ 2385 \ I ! 8007=�d)' g4 / 23 _ — 7.; . • / / / 2271 +:: - 39 3983 / n / %� ♦227} _ 2760 2381 / / ( 8W, �.I �. � �. 8075 ` . \ ♦ ♦, 395 - r � I �23ft8071 F ' 2391 i ♦'% I 1 8074 %61 ♦ \ \ $ \ 4057 y 8058 i 8065 �\\ 8035 8103 \ `i\\ /frr T� \ �I�r "� 1t 39 7 8056 T I \ 8041 02! 801 40278042 � 80450 \ 8054 8097 - \ 8047809 — _M I r� I 8112 8096 �1 / �,� (100 \ ♦ \ 8107 \ 8110 0 luo\ / , 1 1-01 • Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: a{` UPI Sheet Title: TREE REMOVAL AND PROTECTION PLAN 3 OF 4 Date: 15 October, 2025 Project No: 1023 Dwg By: IRS Check By: GWL 0 10' 20' 40' Scale: 1" = 20'-0" SP-6.03 \ \ 7243 o_ I o_ 7240 J J \ � _ � 4131 U u.i — 4129 F- F 4136 7 1 7 �{{'^ 7254 7995 �\ 90 / 7994 _ 7 7260 7993 ' \ r — — — — 7458--------- j----- ---- -- --- __� 7457 1 E I :k y 455- C EXISTING NURSERY n AREA TO REMAIN 1 745'? 1445� 3735 I I 1 'I I I I ' I x r I r W zlzl W V U 40 1057 I L--- -- \ l 4044 4043 7441 4436 l 7273 \ 7 7284 106 7286 7107 AA -7 7113 7067 ------M6$- i' 7667 7664 ��'� 1 NEW MAINTENANCE BUILDING 7661 1 7662 7669 I 7668 I 7492 I 3 1 1 z — 7491 \ 1 \ \ v 07T�� \ N • 1681 \ MAINTENANCE PARKING LOT �684 / 7687 7584 I 711, 1 7556 / �696 1 769 \ 433778g 2 I 75 7558 %68 763I 7702 7703 7704 1 i i / ;' , 1 7701 7700 1 7707 7511872 7706 U / 7570 7?W1 _ 7711 1 7718 \ � '7608 � � I 7713 I 1 4371 7744 1 7615 4372 7749 7726 619 7733 4369 7617 \ 7738 I BRIDGE TREE ROOTS THIS \ SECTION OF \ THE ROAD \ i 7808 7812 1 ----�-----�---- I I 1 I I I I I I I I I I I i -----------------J TREE REMOVAL AND PROTECTION LEGEND EXISTING: s s APPROXIMATE LOCATION OF SANITARY LINE 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL STONE MASONRY RETAINING WALL C� ROCK OUTCROP —�— D EXISTING DRAIN OHw OHw OHw- OVERHEAD ELECTRICAL WIRE 13 11 EXISTING DEER EXCLOSURE FENCE TO REMAIN x x EXISTING WOODEN FENCE OR SPLIT RAIL EXISTING MAJOR CONTOUR — — — — — — — — EXISTING MINOR CONTOUR RAILROAD TIE CURB EXISTING DRAIN INLET ® WELL - -0 EXISTING GUY WIRE EXISTING UTILITY POLE EXISTING SIGN EXISTING LIGHT POLE s0 SEWERPUMP MH MANHOLE COVER EXISTING TREE TO REMAIN. NO STAGING, FILL OR EXCAVATION IN CRITICAL ROOT ZONES (CRZ) PROTECT ALL TREES WITHIN 50' OF "-�/ ACTIVE CONSTRUCTION ZONES WITH WOODEN TREE GUARDS OR DBH 4' RANGE FENCE FOR GROVES. '—CRZ nnnnnr+rn. PROPOSED PLAN LINEWORK 1 TREE PROTECTION FENCE FOR GROVES L-613 2 L-613 TREE PROTECTION GUARD TREE TO BE REMOVED, REFER TO L-100 TREE ROOT ZONE PROTECTION MATS L-613 V COVERING CRZ WITH 6 DEEP WOODCHIP LAYER AREA WITHIN CRITICAL ROOT ZONE (CRZ) 1 ' SHALL BE HAND AND/OR PNEUMATIC EXCAVATED E-V., y y EXTENTS OF RAIN GARDEN EXCAVATION Resolution Number . uatc 21 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260,0845 Owner: TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 Consultants: Landscape Architects STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 T: 212.487.3272 Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 1 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212,596.4690 Acoustic Consulting SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: "'n e�±A Sheet Title: TREE REMOVAL AND PROTECTION PLAN MAINTENANCE GARAGE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL 0 10' 20' 40' Scale. 1" = 20'-0" SP-6.04 Pg No: NOTES: 1. CONTRACTOR SHALL INSTALL SURFACE AGGREGATE IN SINGLE COURSE AS SHOWN, WITH FINAL IN PLACE COMPACTED DEPTH OF 1/4" MIN. - 3/8" MAX. 2. PROVIDE FLUSH AND SMOOTH TRANSITION WHERE CHIP SEAL MEETS ADJACENT SURFACES 3. PROVIDE MOCK UP FOR DIRECTOR'S REPRESENTATIVE APPROVAL. 4. PROTECT ADJACENT SURFACES WITH PLASTIC SHEETING BEFORE PLACING EMULSIFIED ASPHALT LAYER. 5. BINDER COURSE AND SUBBASE MATERIALS TO MATCH ROADWAY PLANS OF ASPHALT PAVEMENT. WASHED GRAVEL, SEE SPECS Z EMULSIFIED ASPHALT LAYER co (APPLIED OVER ASPHALT `o BINDER COURSE FOR CHIP SEAL), TYP. CO ASPHALTIC CONCRETE O O O O O O O O BINDER COURSE co 0000000000000000` O O O O O QUARRIED #4 O O O O O O O O COMPACTED AGGREGATE COMPACTED SUBGRADE ASPHALT WITH CHIP SEAL SURFACE VARIES, SEE LAYOUT PLAN 1.5% CROSS SLOE MAX. NEW COMPACTED SCREENINGS, 3/8" MINUS SCARIFY EXISTING STONE BASE EXISTING COMPACTED SUBGRADE TO REMAIN REPLENISHED STONE SCREENINGS 1 1/2" = V-0" (2) COMPACTED SCREENINGS, 3/8" MINUS 1'-0", TYP. VARIES, SEE LAYOUT PLAN 11, 1'-0", TYP. QUARRIED COMPACTED " ��&1.5%CROSS SLOE MAX. AGGREGATE BASE -�' - PLACE AND TAMP 'oo0o0o0000000 °oo0o00o0000000000 00°0000010 0` TOPSOIL, SEED AS 0 0 0 0 0 0 0 0 0 0 0 0 0,00,00,000,00,000.0. o O O PER SPEC 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 00 0 0 0 o O O O O o 0 0 0 — ---- o°o°o°o°o°o°o°o°o°o°o°o°o°o°O°o°o°o°o°o°o°o°o o°o°o°o°o°o°o°o°o°o °- PROVIDE BEVELED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 --- O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ° ° ° ° ° ° , — TAMPED PAVEMENT -- -_-- --_ -- - _ - i------_ ----- --- --__ -- I _ _.; _ EDGE AS SHOWN, TYP. J_ COMPACTED SUBGRADE CRUSHED STONE PAVEMENT (MULTI -USE) 1 1/2" = V-0" 3 1.5% CROSS SLOPE MAX. COMPACTED TSCREENINGS O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 00.0.0000, °°°°°° 3/8" MINUS 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 '0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°°°0°°°0°°°°°°°°°°°° ° ° ° ° QUARRIED #4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °°°°° COMPACTED O°O°O°0°O°O°O°O°O°O°O0000000 — _-I--- - AGGREGATE BASE COMPACTED SUBGRADE ACRUSHED STONE PAVEMENT (VEHICULAR) 1 1/2" = 1'-0" `"1' 1 1/2" = V-0" NOTES: COLOR: REFER TO SPECS FINISH: EXPOSED AGGREGATE. NOTE: NOTE: 1. EDGES OF PAVEMENT SHALL BE TOOLED PRIOR TO FINISHING SO THAT TOOL MARKS ARE IRREGULAR: SITE SALVAGED BLUESTONE OR ALCOVE BROKEN FLAGSTONE CUT STONE: CORINTHIAN GRANITE PAVEMENT IN NOMINAL 6 IN. STANDARD SIZES. ELIMINATED. IN STANDARD PATTERN. PATTERN TO BE PROVIDED BY LANDSCAPE ARCHITECT. 2. CONTROL JOINTS SHALL HAVE A MINIMIM DEPTH OF 1/3 THE THICKNESS OF THE SLAB AND SHALL BE MADE WITHIN 24 HRS OF POURING CONCRETE. NOTE: EXPANSION JOINTS LOCATED AS SHOWN, REFER TO PLAN. 3. EXPANSION JOINTS EVERY 20' TO 25' LINEAR FEET OR 400 SQUARE FEET AND AROUND AND BETWEEN MORTAR JOINT HARD OBJECTS. SAW CUT CONTROL JOINTS 5' O.C. OR AS SHOWN, 12' MAXIMUM. REFER TO LAYOUT SITE SALVAGED CUT STONE PAVER, PLANS FOR JOINT LOCATIONS. 18" BLUESTONE OR ALCOVE SEE MATERIALS PLAN 1/2" EXPANSION JOINT AND SEALANT, 1/2„ BROKEN FLAGSTONE 3/8„ AW UT CONTROL JOINT S C COLOR TO MATCH CONCRETE MAX. VARIES SEE MATERIALS PLAN � MAX. VARIES 3/16" X 2.25" METAL EDGING 04 N FASTENED TO CONCRETE SURFACE AGGREGATE, CAST IN PLACE CONCRETE, EXPOSED JOINTING SAND r r �' VARIES, SEE MATERIALS PLANS If SEE SPEC. AGGREGATE FINISH, REFER TO CAST IN PLACE CONCRETE, ° D o o LANDSCAPE STRUCTURES DWGS FOR E ° x x x x ° EXPOSED AGGREGATE FINISH ° - ° EXPANSION JOINT INFORMATION SAND SETTING BED MORTAR SETTING BED p ° WITH REBAR REINFORCEMENT, p D D Q D ° REBAR REINFORCEMENT, REFER TO � #57 AGGREGATE c� r- ° p X X � �� D o X REINFORCED CONCRETE SLAB _ aooao�aooaooaooaoo REFER TO LANDSCAPE STRUCTURES DWGS aooaooaooaooaooaooao LANDSCAPE STRUCTURES DWGS 0000aooaooaooaooaooa 000aoo�aoo�aoo�a000ao a CHOKER COURSE d j /// 41N. DIA. WEEPS SPACED 361N. O.C. BACKFILLED WITH DO� 3/4" AGGREGATE °. #57 AGGREGATECOMPACTED AGGREGATE Lu�O��D-ODDO�L a BASE COURSE /\\/\ - - ----_ --I BASE, REFER TO LANDSCAPE COMPACTED SUBGRADE o�aD�o�aD0o0aa�o0aD�o0aD00a / a a a ao aa� 3/4" AGGREGATE BASE COURSE STRUCTURES DWGS _— __ - COMPACTED SUBGRADE —III I-- III --III__ i I— COMPACTED SUBGRADE a COMPACTED SUBGRADE I EXPOSED AGGREGATE CONCRETE 1 ASPHALT WITH CHIP L-601 SEAL SURFACE 1'-0" TRANSITION ROLLED DOWN EMULSIFIED ASPHALT LAYER ADDITIONAL COMPACTED STONE, 3/8" MINUS SPREAD ON TOP OF ROLLED ASPHALT ALIGN 4 CRUSHED STONE L-601 PAVEMENT (VEHICULAR) 0000000°00 00 O0°O°O°o0 0°o 0 0 0 0 0 0 0 0 0 0 O o°o°o°o°o° O 0 0 O O C O°o°o°o°o° 00000000000C 0000000000 O O O O O 0 0 0 C 0000000000 -- I O — O0000-0° °O_ .II III III ASPHALT WITH CHIP SEAL TO CRUSHED 1 STONE (VEHICULAR) -TRANSITION 1 1/2" = V-0" 1 PLACE AND TAMP L-614 TOPSOIL, SEED AS PER SPEC PROVIDE BEVELED TAMPED PAVEMENT 1'-0" EDGE AS SHOWN 1 ASPHALT WITH CHIP L-601 SEAL SURFACE 000000000000 \ O O O O O \ 000 0000000O I III III III ASPHALT -- ASPHALT WITH CHIP SEAL SURFACE - 0101 TYPICAL EDGING EXPANSION JOINT 1 1 /212-n 4'4D!0" (8) RESIN BOUND AGGREGATE ASPHALT WITH CHIP SEAL TO RESIN ol BOUND AGGREGATE - TRANSITION 1 1/2" = V-0" Z ZO CV NOTES: 1. PROVIDE FLUSH AND SMOOTH TRANSITION WHERE RESIN BOUND AGGREGATE MEETS ADJACENT SURFACES. 2. REFER TO LAYOUT PLAN FOR JOINT PATTERN. ♦ "' ` BOUND AGGREGATE 3/4" MIN. - 1" M 1 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: -' -�- ` 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: POLYURETHANE JOINT TEATOWN LAKE RESERVATION Nam » I N N)ittz r C of SEALANT - ASTM C 920,41 1600 SPRING VALLEY RD, TYPE S, GRADE NS, OSSINING, NY 10562 CLASS 25 OR GREATER Consultants: Landscape Architects 4"' 00 FLEXPAVE JOINTING MATERIAL STARR WHITEHOUSE RESIN BOUND 80 BROAD ST, SUITE 1700 ��� �° AGGREGATE, WASHED AGGREGATE NEW YORK NY 10004 3/4" CLEAN CRUSHED T: 212.487.3272 AGGREGATE Civil Engineer DTS PROVIDENT - --- COMPACTED ONE NORTH BROADWAY EXISTING SUBGRADE WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK NY 10005 RESIN BOUND AGGREGATE T:212.620.7970 6 1 1/2" 1'-0" MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator 6 ELLANA L-601 RESIN BOUND AGGREGATE 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 1 T: 212.971.0936 1-610 STEEL EDGING, BOLTED TO BOARDWALK FRAME, Vertical Transportation DEPTH VARIES LERCH BATES _ _ 1 1430 BROADWAY, SUITE 908 BOARDWALK - TYP. NEW YORK NY 1001$ STONE PAVEMENT ON AGGREGATE BASE 9 STONE PAVEMENT ON CONCRETE BASE RAPTOR LOOP PAVEMENT TRANSITION 1 1 /2" = 1'-0" 10 1 1/2" = 1'-0" 11 EDUCATION CENTER DECKING, REFER TO ..• 1 011 • � � Y f • - -tom �L;:f� �i�a 11 • 1 5 , �i4 A : • • _ _ �! pa���E 1♦ � , ��7s�r����a 1 1/2" = 1'-0" 2'-0" \�j\XY 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 /°O°OoUo�o0o0o0o�o0o�0000o0o0o0o0o0o \�\\�\�'\\'\\�\\�\�' O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o////// // / o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000000,( O O O O O O O O O O O O O O O O O O O O O O o°O°o°O°o°O°O°o°O°O°o°o°O°O°o°o°O°O°O°o°O°o°O°o o°o°o°O°O°O°O°0O°O°0°O°0°0°0°0°O°O°0°o°O°0°0°O°0°o — °°O°0°000°O°O°0°0°0°O°O00°0 0000000000000000000000000 O cn)O O O O O O O O O O O O O O O O O O O O O O O O O O II III Ifl Ili ii CRUSHED STONE (VEHICULAR) -TYPICAL EDGING ASPHALT WITH CHIPSEAL TO EC DECK TRANSITION 1 PLACE AND TAMP TOPSOIL, -614 SEED AS PER SPEC 4 CRUSHED STONE -601 PAVEMENT (VEHICULAR) PROVIDE BEVELED TAMPED PAVEMENT EDGE AS SHOWN CONCRETE RAMP, REFER TO ARCH DRAWING TRENCH DRAIN, REFER TO ARCH DRAWING 7 EXPOSED L-601 AGGREGATE CONCRETE 4 - CRUSHED STONE 601 PAVEMENT VARIES, REFER TO MATERIALS PLAN 1 STEEL EDGING -610 9 )- STONE PAVEMENT ON -6 11 AGGREGATE BASE THICKENED SUBBASE TO MEET NEW PROFILE COMPACTED SUBGRADE EXPOSED AGGREGATE CONCRETE CRUSHED STONE PAVEMENT TO STONE TO EC RAMP TRANSITION PAVEMENT ON AGGREGATE - TRANSITION 15 1 1/2" = 1'-0" 16 1 1/2" = V-0" NOTE: USE TEMPORARY WOOD EDGING TO INSURE SMOOTH RADII - IMMEDIATELY AFTER POUR REMOVE EDGING AND TAMP TO CREATE TAPERED EDGE. 6" _711 e- 1 PLACE AND TAMP TOPSOIL, L-614 SEED AS PER SPEC PROVIDE BEVELED TAMPED PAVEMENT EDGE AS SHOWN RESIN BOUND AGGREGATE n1 RESIN BOUND AGGREGATE - BEVELED EDGING 1 PLACE AND TAMP TOPSOIL, -614 SEED AS PER SPEC 9-610- STEEL EDGING, SET 11N. BELOW FINISHED GRADE 6 RESIN BOUND AGGREGATE -601 METAL STAKE EXISTING SUBGRADE RESIN BOUND AGGREGATE - FLEXIBLE STEEL EDGING C" CN ON a T: 212.596.4690 Acoustic Consulting THICKENED SUBBASE TO SM&W MEET LEVELED SUBGRADE 275 MADISON AVE,14TH FLOOR SUBGRADE LEVELED TO NEW YORK, NY 10016 ACCEPT BASE PLATE T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW NOTE: 12/12/25 ISSUED FOR DEP RESTRAIN OUTSIDE PERIMETER STONES WITH 1x2X6 L-CLIPS REVIEW SECURED WITH 6-INCH SPIRAL NAIL. ONE PER STONE. MIN. 03/11/26 FINAL ISSUE FOR DEP RP/1PA/ STONE PAVEMENT ON AGGREGATE BASE EDGING STONE PAVEMENT ON AGGREGATE BASE 1x2X6 L-CLIPS SPIRAL NAIL STONE FLUSH WITH ADJACENT GRADE 61N. SPIRAL NAIL Resclution d 2s - Date I L 4-1 5 n 7 5 1 1/2" = V-0" Seal and Signature: Ella COMPACTED SCREENINGS, 3/8" WASHED SUPPORT GRID FILLED WITH;`r �t COMPACTED SCREENINGS:, da Z W-' 3/4" CLEAN CRUSHED AGGREGATE SEPERATION GEOTEXTILE FABRIC Sheet Title: SITE DETAILS - PAVING STABILIZED AGGREGATE PAVEMENT (POROUS) 1 1/2" = 1'- Date: 07 February, 2025 Project No:1023 Dwg By: RS Check By: GWL SP-7.01 1 1/2" = V-0" vl 1 1/2" = V-0" 1 1/2" = V-0" Pg No: NOTE: STEEL PLATE TO BE SET ON FLATTENED, COMPACTED FINISHED GRADE. 2X6 NOM. NON- SLIP WOOD DECKING, TYP. FRAME CONNECTION SHELF PLATE, WELDED TO FRAME CONNECTION 2X4 TREATED STRINGER STEEL WALKWAY FRAME (4) SELF TAPING SCREWS, TYP. GALVANIZED STEEL ADJUSTABLE LEG, 1OFT. MAX. GALVANIZED STEEL PLATE FINISHED GRADE BOARDWALK - TYP. ,, 6'-0" TYP. 11 101 TYP. TRANSITION SHOWN 31MPLIFIED PROFILE FULL SIZE WOOD DECKING @ EITHER END OF TRANSITION WOOD DECKING PARALLEL TO EITHER FACE OF TRANSITION RAIL TO FOLLOW THE BOARDWALK PROFILE BOARDWALK ANGLE TRANSITION - TYP. ill = 1'-0" 1 /4" = 1'-0" Z CN 2 BOARDWALK TOE -KICK "" "T" If INLESS STEEL 1/2LAG NITH NUT AND WASHER DERSIDE OF DECKING ;HMENT )M. X 8'-0" CURB, ZED WITH STAINLESS STEEL DLTS AND SCREWS )M. 6" BLOCKING, 24" O.C. non, 717►N_11:dyJa kNIZED STABLE STEEL LEG kNIZED STEEL BASE 3" = 1'-0" i N z CV ..: 3 BOARDWALK WITH HANDRAIL - TYP. BRACE IS REQUIRED ARANCE OF ABOVE 2FT. WOOD POST AND RAIL FENCE @ BOARDWALK BOARDWALK - TYP. 'ED STRINGER, TYP. JBE, TYP. GROUND LEVEL 1 If = 1'-0" E a u. a BOARDWALK - TYP. =L PLATE MOUNTED 'IONCRETE PIER ICRETE PIER BOARDWALK - MOUNTED TO CONCRETE PIER 1" = 1'-0" 0 BOARDWALK STAIRS Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY,10562 Architect: 68 Jay #317 Brooklyn, NY 11201 T: 718.260.0845 Owner: 93 BOARDWALK WITH TEATOWN LAKE RESERVATION 603 HANDRAIL - TYP. 1600 SPRING VALLEY RD, STAIR BRACING TO BE PROVIDED AS OSSINING, NY 10562 INTEGRAL COMPONENT OF BOARDWALK SUBSTRUCTURE Consultants: 2X6 NOM. NON- SLIP WOOD DECKING, Landscape Architects TYP. MOUNTED TO STEEL FRAMING STARR WHITEHOUSE INTEGRAL WITH BOARDWALK 80 BROAD ST, SUITE 1700 STEEL FRAMING NEW YORK, NY 10004 1 T: 212.487.3272 BOARDWALK - TYP. 6" X 6" HSS STEEL TUBE WELDED IN PLACE 1 " = 1'-0" P:,r^rr,ovr D O� Resolution Number Date Civil Engineer DTS PROVIDENT ONE NORTH BROADWAY WHITE PLAINS, NY 10601 T: 914.428.0010 Structural Engineer SILMAN 32 OLD SLIP,10TH FLOOR NEW YORK, NY 10005 T: 212.620.7970 MEP Engineer OLA 50 BROADWAY, HAWTHORNE, NY 10532 T: 914.919.3102 Lighting Designer LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 T: 718.614.4502 Cost Estimator ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 T: 212.971.0936 Vertical Transportation LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 T: 212.596.4690 Acoustic Consulting SM&W 275 MADISON AVE,14TH FLOOR NEW YORK, NY 10016 T: 212.725.6800 Date Issue 12/20/24 100% CD SUBMISSION 02/07/25 100% CD BID SET 05/23/25 100% CD Rev 1 IFC 10/07/25 ISSUED FOR DEP REVIEW 12/12/25 ISSUED FOR DEP REVIEW 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: Sheet Title: SITE DETAILS - BOARDWALK I Date: 07 February, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-7.02