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Home My WebLink AboutTeatown Campus Renovation Signed Site Plans - Sheets 1-20LOCATION MAP N.T.S. 1 FA'WtAS OWNER / APPLICANT TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD, OSSINING, NY 10562 TEATOWN LAKE RESERVATION Ossining, New York Application for Site Plan Approval, Spec*ia and Stormwater Management, Tree, and Wetland Permits July 2, 2024 TEATOWN RESERVATION PROJECT i�OCATI O , l klwj-ad�iq, cn 69.14-1-8.1 CIVIL ENGINEER DTS ' PROVIDENT Intelligent Land Use DTS Provident Design Engineering, LLP One North Broadway White Plains, NY 10601 69.14-1-8 SHADOW LAKE PARK ,r'\ Esri Catri ttni'y "' Os Goje(' 'n, Garr�ir 'SafeGrapii\GeEPA fX a -c ARCHITECT nARCHITECTS, PLLC 68 Jay #317 Brooklyn, NY 11201 00 er, Esri, , USGS, USFWS \IJ Rev Rev ised October 4. 2024 ised Ma rch 12, 2025 Revised May 23, 2025 Revised June 16., 2025 Revised October 071 2025 Revised December 121 2025 Revised March 111 2026 ZONING COMPLIANCE TABLE Use Permit SECTION' REQUIREMENTS - R1-200 District REQUIRED/ EXISTING PROPOSED PLAN PERMITTED CONDITION Sz Tax Parcels 1 Acres3 69.14-1-5 Trails, Raptor Loop, Blinn Road gravel parking 63.09 New Education Building, parking area area ^_ ! and trail improvements Visitor Center (1600 Spring Valley Road), Renovations to Visitor Center and 69.14-1-6 1.84 main parking area - surrounds 69.14-1-7 Carriage House, Red Barn 1.92 Renovations to Carriage House and surrounds Parcels north of Spring Valley Road 66.85" 69-14-1-8 Environmental Science Center 7.84 Renovations to ESC surrounds 69.14-1-8.1 South gravel parking area 57.16 Extension of south parking area Parcels south of Spring Valley Road 65.00 Total Application Area 131.85 131.85 § 300-21C(1) Use Regulations (a) Permitted Main Uses Private and public parks, parkways and recreation facilities, but not including a i 4 Reconfiguration of parking areas and 151 Private Park commercial facility trails {b) Main Uses Permitted by Special Permit Educational Nonprofit [5] Religious, charitable and eleemosynary ryinstitutions, as defined herein. Uses New Education Building _ _._._.__.... § 300-54 !Religious institutions, social, cultural, charitable and recreational nonprofit uses. D. Min. Building Setback from property lines (ft) 75 To complys Max. Building Coverage Properties under 20 acres 20% Properties over 20 acres 10% To complys ____ ..-__ -- __._- ----- - -- -- - -- ---. - -- _- --- - - . Appendix A Residence Zone Standards Min. Lot Area (sf) 200,000 (ac) 4.59 66.8 ac / 65 ac 66.8 ac / 65 ac ;Min. Lot Width at Main_ Building Line (ft) _ - -� - 200 _`- Complying Complying !Min Lot Depth ft200 Complying Complying Min. Yards (ft) Front 75 _22' Carriage House2 + No Change ±24' Visitor Center No Change Side - ---- One side 30 - I Complying Complying I Both sides combined 80 Complying Complying Accessory building rear yard, one side 10 Complying - -_-_ _ Complying ! Rear 1. Main building- --- 75 Complying Complying Accessory building- �- 10 Complying _ Complying Max. Height (ft) Main building 35 Complying Complying V Accessory building 15 Max. Building Coverage (all bldgs) 10°fo Complying Complying Min Road Frontage (ft) 200 Complying - Complying - --_ _.- § 300-182 'Off -Street Parking Requirements Required Spaces/Unit A. As shown on the Schedule of Regulations and as supplemented below } No applicable categories - "Reasonable and appropriate off-street parking requirements for structures and land B. uses which do not fall within categories listed above shall be determined in each case by the Planning Board, which shall consider all factors entering into the parking 122 134 needs of each such use." NOTES ' Zoning Code, Chapter 300, Town of Yorktown with amendments (https://ecode360.com/6853812, accessed 5/25/23) 2 Per topographic survey prepared by TC Merritts Land Surveyors dated 5/18/23 3 Per 2022 Town of Yorktown Final Assessment Roll 4 Per 2014 Site Plan Approval for South Lot on Parcel 69.14-1-8.1 5 Per 2017 Special Use Permit Approval for Environmental Science Center on Parcel 69.14-1-8 6 Three listed parcels north of Sprinq ValleV Road to be combined for application pumoses LANDSCAPE ARCHITECT STARR WHITEHOUSE 80 BROAD ST, SUITE 1700 NEW YORK, NY 10004 I .r r47 ..:... on t a of P� ca f' C' 20 PI ni ard, Town of Yorktown, NY b n uir�b ,r - _ `� nning Board Chairman i inl l 2Cb ldlra STRUCTURAL ENGINEER SILMAN 32 OLD SLIP, 10TH FLOOR NEW YORK, NY 10005 List of Drawings SPA Title Date By Scale Drawing No. --- Cover Sheet - - - - - - - - - - - - - -- -_ 03/11/26 DTSP --- SP-0.10 Key Plan_______________________________ 03/11/26 SW 1 =50 SP-0.20 Existing Conditions Plan_ - - - - - - - - - - - - - - - - -- - -- 03/11/26 DTSP 1"=40' SP-0.30 Site Demolition Plan _ - - - 03/11/26 DTSP 1"=40' SP-0.40 General Landscape Notes - - _ - - - - - - - - _ - - - - _ 03/11/26 SW 1"=40' SP-1.00 Overall Site Plan - - -- ----- -- --- ------ - - - - -_ 03/11/26 DTSP 1"=40' SP-1.01 Layout Plan - Blinn Road Access - 03/11/26 SW 1"=20' SP-1.02 Layout Plan - Main Campus _ _ 03/11/26 SW 1"=20' SP-1.03 Layout Plan - Spring Valley Road 03/11/26 SW V=20' SP-1.04 Layout Plan - Maintenance Garage _ - - - - - - - - - - - - - - 03/11/26 SW 1"=20' SP-2.01 Materials Plan - Blinn Road Access 03/11/26 SW 1"=20' SP-2.02 Materials Plan - Main Campus 03/11/26 SW 1"=20' SP-2.03 Materials Plan - Spring Valley Road 03/11/26 SW 1"=20' SP-2.04 Materials Plan - Maintenance Garage 03/11/26 SW 1"=20' SP-3.01 Grading & Drainage Plan - Blinn Road Access 03/11/26 DTSP 1"=20' SP-3.02 Grading & Drainage Plan - Main Campus 03/11/26 DTSP 1"=20' SP-3.03 Grading & Drainage Plan - Spring Valley Road 03/11/26 DTSP 1"=20' SP-3.04 Grading & Drainage Plan - Maintenance Garage _ - - - - - _ 03/11/26 DTSP 1"=20' SP-3.05 Driveway/Trail/Walkway Profiles - - - 03/11/26 DTSP 1110 = 60'h/6'v SP-4.01 Utility Plan - Blinn Road Access - - - - - - - - - - - - - - - - - 03/11/26 DTSP 1"=20' SP-4.02 Utility Plan - Main Campus - - - - - - - - - - - - - - - - - - -- 03/11/26 DTSP 1"=20' SP-4.03 Utility Plan - Spring Valley Road 03/11/26 DTSP 1"=20' SP-4.04 Utility Plan - Maintenance Garage - 03/11/26 DTSP 1"=20' SP-4.05 OWTSTankPlan - Main Campus - - - - - - - - - - - - - - -- 03/11/26 DTSP 1"=20' SP-4.06 OWTS Profile And Details 03/11/26 DTSP NTS SP-4.07 Geothermal Borefield Plan - - - - - - - - - - - - - - - - - - - - 03/11/26 OLA 1"=20' SP-5.00 Planting and Groundcover Schedule - - - - - - - - - - - - 03/11/26 SW NTS SP-5.01 Planting Plan - Blinn Road Access _ - - _ - - - - - _ - - - - _ 03/11/26 SW 1"=20' SP-5.02 Planting Plan - Main Campus - - - - - - - - - 03/11/26 SW 1"=20' SP-5.03 Planting Plan - Spring Valley Road - - - - - - - - - - - - - - - - 03/11/26 SW 1"=20' SP-5.04 Planting Plan - Maintenance Garage _ - - - - - - - - - - 03/11/26 SW 1"=20' SP-5.05 Planting Enlargement -Green Roof - - - - - - - - - - - 03/11/26 SW 1"=5' SP-5.06 Soils Plan_ - - - - - - - - - - -_ - - - -_ 03/11/26 SW 1"=50' SP-6.00 Tree Removal And Protection Schedule - - - - - - - - - - - - - 03/11/26 SW NTS SP-6.01 Tree Removal And Protection Plan - Blinn Road Access 03/11/26 SW 1"=20' SP-6.02 Tree Removal And Protection Plan - Main Campus - - 03/11/26 SW 1"=20' SP-6.03 Tree Removal And Protection Plan - Spring Valley Road 03/11/26 SW 1"=20' SP-6.04 Tree Removal And Protection Plan - Maintenance Garage- - 03/11/26 SW 1"=20' SP-7.01 Site Details - Paving _ 03/11/26 SW NTS SP-7.02 Site Details - Boardwalk I - - - - - - - - - _ - - _ _ 03/11/26 SW NTS SP-7.03 Site Details - Boardwalk ll_---__---------------_ 03/11/26 SW NTS SP-7.04 Site Details - Stone Stairs, Ramp and Slope Profiles_ - - - _ - 03/11/26 SW NTS SP-7.05 Site Details - Handrail I 03/11/26 SW NTS SP-7.06 Site Details - Handrail II - - - - - - - - - - - - - - - - - - - - -- 03/11/26 SW NTS SP-7.07 Site Details - Fencing I - - - - - - - - _ - 03/11/26 SW NTS SP-7.08 SiteDetails- Fencingll---------------- - - - - -- 03/11/26 SW NTS SP-7.09 Site Details - Curbs, Edging and Erosion Control- - - - - - - - 03/11/26 SW NTS SP-7.10 Site Details - Parking Lot and Pedestrian Crossing 03/11/26 SW NTS SP-7.11 Site Details -Site Furnishing _ - _ - - - - 03/11/26 SW NTS SP-7.12 Site Details - Planting - - - - - - - ----- --- -- - - - - -_ 03/11/26 SW NTS SP-7.13 Site Details -Soil Profiles_ - - - - - - - - - - - - - - - - - - -_ 03/11/26 SW NTS SP-7.14 Site Details - Storm Drainage and Miscellaneous _ _ - - - - _ 03/11/26 DTSP NTS SP-7.15 Site Details - Strom Drainage and Miscellaneous - - - - - - _ 03/11/26 DTSP NTS SP-7.16 Site Details - Strom Drainage and Miscellaneous 03/11/26 DTSP NTS SP-8.00 Electrical Site Lighting Fixture Schedule And New Work Plan 03/11/26 OLA 1"=40' SP-8.01 Site Signage Plan 03/11/26 SW 1"=50' SP-9.00 Erosion & Sediment Control Plan - - - - - - - - - - - - - - - 03/11/26 DTSP 1"=40' SP-9.01 Erosion & Sediment Control Plan Details - - - - - - - - - - - - 03/11/26 DTSP NTS CS-1.01 Construction Sequence: Phase 1 (0-5 Months) 03/11/26 DTSP 1"=40' CS-1.02 Construction Sequence: Phase 2 (6-9 Months) - 03/11/26 DTSP 1"=40' CS-1.03 Construction Sequence: Phase 3 (10-14 Months) 03/11/26 DTSP 1"=40' CS-1.04 Construction Sequence: Phase 4 (15-16 Months) 03/11/26 DTSP 1"=40' L-401 Planting Plan - - - - - - - - - - - - - - - - - - - - - - - - - - -- 03/11/26 SW 1"=20' L-402 Planting Plan - - - - - - - - 03/11/26 SW 1"=20' L-403 Planting Plan - - 03/11/26 SW 1"=20' L-404 Planting Plan 03/11/26 SW 1"=20' qnr OF NEW VORK CREPT. OF EMVMIl *&*N'TAL P 1 ECTI%I BLNWM OF WATER SUPPLY AM PFN LEGEND IiE'G'IUTATC�IIY �� APPROVED DTSP aLONCT TO SPECFED CONOIiIONS Of SW DE I'EHMINRTMDN DATED• z4 70.. S O • ��, LUM OLA TCM AI �i�� %E }Imo. r�-1 MEP ENGINEER OLA 50 BROADWAY, HAWTHORNE, NY 10532 LIGHTING DESIGNER LUMEN 108 EAST 16TH ST, 6TH FLOOR NEW YORK, NY 10003 DTS Provident Design Engineering, LLP Starr Whitehouse Landscape Architects and Planners PLLC Lumen Architecture, PLLC OLA Consulting Engineers, PC TC Merritts Land Surveyors, PC COST ESTIMATOR ELLANA 32 BROADWAY, 8TH FLOOR NEW YORK, NY 10004 LEGAL NOTICE: IT IS A VIOLATION OF ARTICLE 145 OF THE NEW YORK STATE EDUCATION LAW FOR ANY PERSON TO ALTER THIS DOCUMENT IN ANY WAY EXCEPT AS PROVIDED IN SECTION 7209 (2), ARTICLE 145, NEW YORK STATE EDUCATION LAW. VERTICAL TRANSPORTATION LERCH BATES 1430 BROADWAY, SUITE 908 NEW YORK, NY 10018 ACOUSTIC CONSULTANT SM&W 275 MADISON AVE, 14TH FLOOR NEW YORK, NY 10016 I 1 I } I / • 1 1� \ \ /fANN • jy1 NEW V © � , r^ ACC 1 - C Es � j--, �/;'� : DRIVES ' a EXISTING RAPTOR _,z _ _ '�' ,x` \ ,,,.� ! I _�5 ' \ / '/ • / ti ° NATUREENCLOSURES PLAY \ L-X02 r �e w •\ I °\ v I / ` �. b j % /__ / / � EDUCATION CENTER °'�o° I v ` A' - /A, ;RAPTOR r 11 ,,,',v v ,, •�/, LOOP I / I 1 A, TEATOWN LAKE �, !' / EXISTING RAPTOR- / Iz SUGAR _ / ENCLOSURES ( ! I HACKZ.I• I II i •'i t '�`' / r� I ,/ : v h °'NEW MAMMAL -ENCLOSURE - �' �� ,'Z vv I \ EXISTING A" YELLOW / !/ ; i � • '� /;. I}��' . v ' AA-8ULLDING NATURE Jrw PLAY EXISTING DEER /l / y ,° li. ��vv„ �- �,; I 4 I // r/ Iy •v ��.,� 1� I EXCLOSURE AREA (NIC) // !�•// f! 1 ©�� i /' ; „':�i .I 01/ PJ/ • I " i - — - • ego°go 0 36 00' • - L-X02 c, �•�. •' � / �- . � - ---§ ,, `tip / 10, } ` • � j� // /'� / ( • I/ 1. � ��. - V � —� ��//'� � `v ♦O ^�( Yoo s 7® . 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I • ( 1 I I I' p q I i � \ I / I( d t 1 �'. \ \ ®vvvvv „''',' MI y \ f� / r I v v v — I I • z� BUILDING vv �—/ �, , \ \ vvvv \ \ \ vvv vvvv I / l vvvvyv vvvv xrvvv I IX o ! �/ i I; I vvv � vvv � \ vO v vvvv N �cl vvvv I r' 0 .�.�� % I I • — _ • ,{ I I vvvv \ Z vvvvv I ', I ♦ / x / I - - -- \ \ ; _\ - \ /„5 Ivvvv Q 6vovvI ; vvv vvvv:l';, a • • vvvvvF �• vvvvv' I. vvvvv v W vvvv vv \ vvv lave / vvvv v Ik �\ ♦ / ... / /.. • \\ vvvv 1— �dv'vv \ \ • ` ) ' \ vvv., 0 77 o \ i� \o \\ ( / / _ '05 xv I 000vV v v v v v 0 ,c. V,v,, I vvvv7Ufi'wvvv I vvvv\ , vvvvv' / I av v v v v v v av v / .\ / /Q°' j ,. , ��' \ ` x \ 0 Vvv vvvAAR /—��Bo/\\' Imo---� / / \` a/•' ro\ \. % \ /I/ EXTENTS OF / ; EXISTING LOT 15 1 " EXTENTS OF SOV'tN�-0� LEGEND EXISTING: APPROXIMATE EXTENTS OF SEPTIC FIELD s 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 DB 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 '/ CRZ OR 4' RANGE FENCE FOR GROVES APPROVED Resolution Number _ Z ? - O 2; Date -3 2- 0 25' 50' 100, Scale: 1" = 50'-0" N Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: i 1 fA A-M ITECTS, 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, I OTH 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: KEY PLAN Date: 15 October, 2025 Project No:1023 Dwg By: RS Check By: GWL spW0010 Pg No: 'L01-TED BY: DT5 PROVIDEN I, LLP SANJtUA MIAH 1U/lU/ZUZO 11: 4J AM G:\UZ>MS\JANJEUAMIAN\UG\A(a:UUI:J\U IJP\I UZJ-TUKK IUWN ILA I UWN \VKUJtL; I YILtb\U IZ�\I UZJ by-U.Z tAIJ IINU UUNUI IIUNS SY-I.UU UVtKALL N I t FLAN vLI.UWIi 1 100-p0 W`TO m mom' rn �l © °� v I Teatown Lake 41'f- / L� v �rw��N�B(FF , �• /`'L''-, mw1 0 • \m sr\ O� x m Z mm f � In 7 o o z 1� 0 w 1 1 1 I \ \ <\ \ \ \ n �,�,��`'° "�' 1.1 F ` \ � �\`�"•. \\ `w � / \ / - - � ) z � ')) \ � � \ w \ � \ w \ �,� ,: ' �,,, ` �• ; � �;� ,\ \, �� _; - - -98£- - _ _- -'�.- \ `- / /+.' r _- j° � / "'/ �4 / � � � " ci - 1 �*6 � ® � m \ � 1 � � � � � ��- / � \ \ I� � 1 � x � - � \\ (! 0e `•G '� , '_ '`/ry'- - D \ � � I / � \ \ '- `.�3 \ \ \\ \ m �° L\ \ a m I A -e _.- _ /£ ✓ / �` / a I Sfl _ I m >3 D D l? /� \ .w.. / I " < xm .. ^� \ x 1 \ \\� \ \ \ m 3 - - - - _ - - , ._.. / '' •e /s = S °� 1 / / « / ! / s ° � p � y {/( � o D � 3 I m +� ° �� I I �`' \ 1 \ \ \ \ � � p = �' � � \ `� �� w �` m �#� / F .�� \ o \ \ \ ,� ( I �° , - \ \ - -'� � \ \ \ \ �2 -,� \ \,� \ ; \ w / / �/ c4^�9�! / � / � / •,f' ._.-- .^'^_ -� - -.-- •� '� •\ =.. �.,�..+[,� I l � / / ! 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P/�02 /'n' - --'•---.._-=a`�v-^ te. .-�.- ---6._{"i."-.^. -�-.�_ /.�.�/' :eal � a /(°/•0��2�' "aN'.0 ° 2\ .�`-` \. \\\\•-�\\ \\x'�o°\0� �-.-_.... j '_F=' "jam-`' �.r. R \2�<5 �gym\,\ �\r\� \ \'�.\i \\`\�\\\\"i�7`. \„1\\\ �b\�`��\\\`ry�_\` _. \\ / 421 �P-0 1 II ' 1 1 11 (�\ \ \ \\ ,\\� \\ps\••�Cl'e+�.A .\\ \\ o, `�.r•p�! \✓ \'-{y#q\d4<n \�vN QO I /r/.\ 'ow-y,f' � ,4rJa.�` f' ai=)�O I � �_-fit /d�I {n,{ ��y.._�-�- r 0 APPROVED Resolution Number.- 2,S Date ) 2-i 1 2=10 } CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE NOTE: ELEVATIONS SHOWN HEREON GENERALLY IN ACCORDANCE WITHNORTH AMERICAN VERTICAL DATUM 88. SOURCE: SURVEY PREPARED BY TC MERRITTS LAND SURVEYORS, 394 BEDFORD ROAD, PLEASANTVILLE, NEW YORK, 10570. 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 Seal and Signature: EXPIRES 7/31/26 Sheet Title: EXISTING CONDITIONS PLAN Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG 0 20 40 80 SP420 z SCALE: 1 " = 40' Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 11/29/2023 8:36 -AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023-YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-3.0 SITE DEMOLITION PLAN SC40 PLT.DWG ,\ -.._. _. __ - -. _---- - --- -- ------------------.-----_-- --. _-_ ----.--- ..---------- _.- _. _.----_.-. ---- - \ '/ F -,� tr I / Project: 100.00. WEtLAND BUFFER n F �o / , lf� / Teatown Lake Reservation 11 z �: Po 1600 SPRING VALLEY RD, �� _ �,,` , /�. q 3 .16 � �11'EI`11or,11 FE / I OSSINING, NY, 10562 '.� �' m !Q Architect: n % Q ° n ARCHITECTS, PLLC / � o� ,- \ n �'� D �� T r i 68 Jay #317 m v / 1' " O /l = m (y 8 O o --A Q Brooklyn, NY 11201 rl'1 Z /. D Q o G I Q x / I.% ,' s A T:718.260.0845 Iu .i dwnm o g- i a I Owner: Q TEATOWN LAKE RESERVATION n r a0F?Y / ! i� i'W v _ 3 h a Q 1600 SPRING VALLEY RD, ' /� m =. Q © ,Q T Q ° m ©` QI OSSINING, NY 10562 <; / �; // i . g, - o 0 '� i Consultants: /�� i N 6Q a/ Q Landscape Architects it,�,., _ � w�,.w N ' m N ^ Q -' a� Q m Q STARR WHITEHOUSE t, ,j,,,U',i DAL �, BUFFER �-�,� �` II t"� \ Ih' QA �E / _ i �s / �Q T r _ 0 80 BROAD ST, SUITE 1700 2 ? -, _, _' n m Z , © .z „ � � 2 - NEW YORK NY 10004 72 pa ti Q a o _ m {' i a L I a - ,� `� or m ` 1 Q r � T: 212.487.3272 N _ •Ym nQ i Am 2 A �Q T' .1 N- ti --i // �/ Q A , „ �'�y 1Fa/ EryA °t (' Q 'It © ° A ya_`` / A 1 \ o �( A � / �' Civil Engineer 11 Q €, Q - °� D 3 1 m Z v \ DTS PROVIDENT I v Qv Y v 41�^' tr )- X. )'�� ff orn Q / A� %-T FA�,J �n II LL ,. �\ 11 Q l nQ°N11 To Q Q N� ��' \ PROTECT ONE NORTH BROADWAY m Q T m �- _, Q n N>o �� ;( `„' / s ��\ \\ 3, z �I 0 o61 q EXISTING WHITE PLAINS, NY 10601 p ! aQ 0 © _ �' T, °Q 3 b °A 3 / W"`---� r1. l �1 �� \� _ ` Q;�� Q = \ m _ \ 3 SUBSURFACE T:914.428.0010 A x - a A I�14z b \ o > - s Q�� _ - -, r SEWAGE u Q Q o y 'a fQ 3 Q Q T© � \ : i - _ ` �' \ DISPOSAL Structural Engineer a Q _� d a1. D Q- ,1�� - Q \\ \ ° Q r2 0 -N \ FIELD W/TEMP SILMAN W _ - l Y 3 v Q ` `= % - 1 `- 32 OLD SLIP 10TH FLOOR w � oro s" m b zm Qom O , i �' l � FIELD LOCATE - �\ �'9" CHAIN LINK 4Q' N Q Q o` ch ;,F x Q �' N - m Q _ \ T�Q Q 30 �rT FENCING NEW YORK, NY 10005 T Q T • ' rQ � m� N a - AND �, Q I _ ft Q: N "'. � - - � ') - � o I ` �� M Q w �' - A '� - N� -, y �' T � \ 3 ° = W . T: 212.620.7970 10 W.- , I X u jjUgONdV3 Q Jz; _ xo Q` // " PROTECT Z - _ N =% _ Q Q Q i% r k`e / A - - � = z �30 ° ? P m EXIST TWIN 2 � �9 ohm Q,.. - � 2 Q _ Q` X PARTIAL DEMOLITION : 0 a PVC SRN. Q- F °9r Q MEP Engineer Q Q u -Q ni O © - -\ Yn o - A ` �U 4Y `'r (� m U +• qQ m _ _ _ p < OF EXISTING STONE _ \ o M SEWER _ w ., % mo OLA /Q d N" m Q`'t` '' ; 5 FORCE MAINS - r� 9 n % ,� -� ° . C' .,., �' WALLS (REFER TO ,1 Q = _ � �o q o _, m 50 BROADWAY, R= z Q Q fi DEMOLISH z a y m /s - m Q � z / T i 9°= (TYP.) $ a w2 To _ _ 11 - GRADING & DRAINAGE 1_ }' 'i HAWTHORNE NY 10532 m EXI T. P %- _ wr S v. a :� .� 3} �i g �. � �''�" `," PARKING LOT PLANS FOR LIMITS OF x R��o Q Q V $� _ _ Q a r a v _ T: 914.919.3102 :11- q � ENTIRELY _DEMOLITION) - ©_ _ r Q _�� . " o .,� ^' i /1 v. 3 ;' °': fi x ,t^i .8 MAPI _ D _ / .. ` l feJ F.S '� / QI © Q T - � �� z X ; , X __- ,;,,,,,, �-.,X . m - Y> Lighting Designer r, m�� ti REMOVE EXISTING PAY G� _ X - - g T _ ° >s F a� 3 r I '� \\, a '� ='f'2' s 1 - '' o Q D. = t, Q Q ro REMOVE EXISTING V Q � g gQ = I m �� L1,WIN - Q m LUMEN 4> "� 12 DAAQ Q STATION (AND SALVAGE PAY I 0 A� Q X., -'I ,ate ' - �ti _ ma Q 1B - m DEMOLISH >-33=, �-h�� =- n A 0 Q Q _ TRASH ENCLOSURE &108 EAST 16TH ST, 6TH FLOOR i Q z STATION) °. m - - " T �` �� / M ro m AEXIST. STONE ;� N g o 3° n,,,. �'_ ©m r$. PAY STATION - m _ . -r _ r _ � ; _ Q T R� Q ), Q NEW YORK NY 10003 i. mQ T I a m N A> 1 \, \' a 7 STEPS/STAIR +AQ" % �� s ' �� 5 `� - - , Q Q - = D T T. Q ��2 Q (SALVAGE PAY STATION) D T \ C m T: 718.614,4502 m Q / _ KQ-� D Q �'-„ D O (SALVAGE 1 N �3 s _ - Q ,, - A l _ - -"-. _ REMOVE PAINTED CROSSWALK _ y S. REMOVE/ _ F� Q -_Iz , , i � �Tm / m - nQ Q - _, _ Q I _ Q rt © _ © 'o m � � Q �`' ,,v q AND WALK BETWEEN ROAD d STONE) - DEMOLISH SALVAGE - Q _ _ -o z 0 r A 7 ." �. y 2 -- � 6 �� L % z Q Cost Estimator / r. - 1 � ; Q +x G _ Q ASPH. DRIVE WOOD aF - >� , `-", n , I �,.A Q ,.� r AND STONE WALL ° = - - z Q m _ a - ( Q _ Q � - ELLANA '' / �.r� _ V z D Q AND WALKS BENCHES D Q - a z- s Q f m m a .y; o o _ o r -, fi•' aV: _ '- a r ` a,s3 - > % ; o n, 3 ,. � = - z � _ MAPLE � - L aF m c¢y : 32 BROADWAY, 8TH FLOOR ,� Q ,� / A ` _ a' _ W': ? G S D - ` , > 1 , Qm ��•@�'{ a `4i b 't�j `" m `1-1 15.. Q Q �' - / `'� ro' y ©m - 3 O" �� °ro Q DEMOLISH Q - Q _ J"MAPLE D a Q T g NEW YORK NY 10004 �. T _ - Q REMOVE - r Q '_ - r A I m �'WE]LANOBumcp - ,,,., T `� ( 1 - '�._:.,'.-..,-' r �o C. - of OB -b < GRAVEL A ��------ - - N ° _ m a ki T � 0 1 k Q m M1� EXISTING WOOD a 6 r Q.�'OAR s y 3 T: 212.971.0936 >. h. m AND .p F I - � x. i 1 fi 4 ENC N _, D ` �,, © " \ +�. s '�;. z o. '� -i�=� -::o ,J� u 'o �� •\\� �\ n F.! $ �o'a' O-o :�, _ _. o f� Q - ;IIuMIIiO a_ _ m •, \ / DEMOLISH s t y.� -� �� _ - n= j , WALK °�; L a 7Q °A G AND POSTS m -^�. c.. O s, o A Y - ,� \ �^�Q m t, ♦,S ,'� r - \ o� �� =2 'Q� f� Q J i ° x n �.J- u < `7„ t, n °,m 6 Y 3 �� _ ' l U GRAVEL V Q X D 1 �2 %- _., o �_ 8'MAPLE Q of ,s a 9 nation `� i Q Vertical Transportation 1 m n m11. , 5 / WALK T A r �:3 = '{ter ,, Y 6"OAK Q o Q o A m z Q_ ©Q i LERCH BATES © a " ?' ' , / w . Qr _ :,� �! F ° n - 1_ _ ° © o Q a. X X - - - "�- - O ,9 E`y - Q _ Q = Q Qm Q �f 1430 BROADWAY SUITE 908 M % w - �o° A , DEMOLISH X `'� $ a = y`d -,o Q � . _ k o°g�.N �. Q \ FA c 3 _ x __Q 5 ;r' Q �.r � o % � °`� or_WOOD STEP - _ _ � - No [, Q Q NEW YORK, NY 10018 w _ m C! © W ti ' ,- \ n S m ` ^..i C _. ?J 5 `_-_.__ "1� ., . p� o_ Q 7� Aa Zr.f;. ,r•�Q = � T:212.596.4690 D i _ - w ° tl AND ASPH. © _ _. r � - o 0 �' � .. .. , _ ®.: - F. - - " y' n, 4. ' `� D r., ; y 1 " F+.1 .9I m a o T / A Q Y DEMOLISH z n REMOVE t WALK � a 1.IF x m 1 �I,INIM, a n a,{` POST &RAIL \ T ( ` _ 0 V Q Acoustic ��. l v / EXISTING � r I RQ _ � coust c Consulting 1 ,/ Q m FENCING AND \ _ 3 DEMOLISH - p a a - rQ rn Q° ell^,L SM&W �� I ) GENERATOR `\ N _ 4 a:3" Q _ © © - ;, 9 o m 1 a SALVAGE < �� SIGN AND PAD �NQ 9 0 ma Q rn .' Q © m Q N;o - - AND EQUIPMENT _ _ = Q� a ©' - m --�'oe = Q Q 275 MADISON AVE, 14TH FLOOR A NN1?1MATERIAL N �� _- - `<, "° 10016 > Qo" = NEW YORK, NY 1 . \ Z �. 'p ) N o�' �� ti - v REMOVE w - A Q ' X © D �__ \ N F "� u- DEMOLISH ::. 6.,< . OX _ s. r r. N .:::. Q T: 212.725.6800 Q - r=� Y 0 EXISTING SIGN � A s. n r '" d ) 2 DEM LI = O SH `x o � Y _ , [ Q�:„ - Q �, n, d n Q N .W p O T - ' i,. i. 91 Q � , {ti pQ A Q a _ Q `�r AND ALVA E a I S G N EX STIN BARN a �/ D L H =� r• EMO IS �`� .�• C) d . m 5 S D O � • .•.M1T.. / a A"ti O - 1•� 1 a AP r Q E / Q Q DEM LI H r,mo - n O S ,'> F R ro A", w �o - O L ti N h Q 1 1 � Lc - - o ' - - [. - c d m �Q Q T [ S ONE PIERS _ Q Q Y c o' ° Q 5 � - - - �' Q _ Q z F Q'; - WOOD DE K - C - _ REIN TALLATI N fz�'� ;4` m t x z / � S O m= - AND SALVAGE E S G '� g i 2 C D d Q D m Da I , - ,.� ��:� to Issue - I r n i N > a _ Grave �`Q O , =r3 0 -a _a 8 ,- .• re... .- o m Q •4 .. = Qm A.O O � -, - � 1, D .0 Q jj.... .'1 v.0 •••.mil .' .4 > _ o ,� D� Q > '^ S O m ,_ y .` „ ' m C) TA i `o `� ° I °'� E k Y - _Q ,i^y �'[', '+ln';: O m .t"i - m o, o c� n l -`` YA cK? o s _ n o o'o` - vz e o ` Q a ,,, 0 S: \ /� 122024 1 _V v �5 / / 00 /o CD Issue A s r. m 8 b - Q aY o m r c ,) x x � r. E^y ' o 7 C, O ` Q _ V , j`Du 'o U Yl r - J N _ - G Q r -D 3 s u�� u m n o n S �y s_ o C ,n O Y Q @,. -- � V,Je - - A a u:- :, U ... � r• , n ` ':� i�.' � �;. �.� .. - - T ., :fit •. ¢ ,� Q i'C� -:� b z CUT BACK o _ G Q Q - (, x . F > titi w a. Q Y 11 z. m o q, r Q ti Q ° 02/07/25 100 /o CD Bid e ro - - DEMOLI _ Q DEMOLISH m _,.. © d G'm�^ - - �zA STONE WALL � x QT - DEM LI H _ O S _ �,. D m D' � tT s^Q 71dVN' 1 � G m _. � �i - X - n Q 7: Q O �� N N PA - D �m FLAGSTONE _ � � , �' �m Q FOR DRIVEWAY MAMMAL - Q _ 03/12/25 Planning Board Resubmission ' ,:��L",. A a � �m � - ::�:�::•: DEMOLISH 0 4 ,� � 9 r 3 a Q Q c,: N D ©- S' (n O p D m Q v.) t.; * v f. - ' U Q E € _ WALK AND _ A = Q x CUT BACK m WIDENING & ENCLOSURE U C - - �g DI TA D A Y Q• R N o ° - a / Q F , V a m m -° r m ti 5�,,C6�,, ., '^ . b 10 D p C �' A J 24 Q c �° - 1'/ 0 /o C Rev 1 IFC � GmALVA E T NE SALVAGE - - S G S O EXI TIN R K S G OC - m �F Q m 0 >�m © Q GRAVEL WALKS g O E Q Q °' �. Q ♦. - - - Oo= m F P D STONE ,`a - ��tUT R APPR O C O OX•�: - W / F A. (i � Q a - ::ti•: F:•:' 5 s Q v n N ♦ o - m ti 12/12 2 ISSUED FOR DEP z /5 0 E a 2 IN THIS AREA aA _ sQ �', _ �� D a a _ 11 s �' _ x f� - - -x REVIEW DEM LI H o� Q m / O S 0 m Q � - "s. LOOSE -LAID T NE ,,.�.� DEMOLISH _ Q A, r i f � a c° ��b O °3 O T P _ Q STONE PIERS _ I - W - - n pGn 11 N •'ils. O an = -� _ WALL TO BE REMOVED. - ASPH. DRIVE ::: / Q \ � „3y ,-.l, m Q ,� Q` � 03/11/26 FINAL ISSUE FOR DEP Q m AND SALVAGE ° :�•. - - f'�' • h . V �' p = Q ti A f REVIEW o m J - p a' f f Q Q r� EXI TIN D T F Q S G GRA ECU N r,' - E _ - Q � � m 4-" >a f' m t a m o �+ T N E A w f S ND �� O _ Q n D Q !4 - w o$ ° a .F z ��c° - C) G9�0 r - 'T a o 3tN / n BACK PP _ A R X. 2 FT. C O Q DEMOLISH F - N° oa - o PIER AP \r� i Q CAPS, t1. uj l] - +� C U. V eta^ H N _ N N W 1 - - l l( r D A - O - � 45 '�' B . t� f 3 o A /. _ A °; m ra. �° h,R'r i.,,S t3' y + 3-o LL' 3 :s 'nu, o. 1 _ „� ? rti•:.. :::a,1 . • Q F X Q _ _ FRAME BLDG. °. `r::::::•:.. :-A�: z �� ,4 TYP. a .- F... °° O S - 6 rn Q :' 41:::.. Q O 9 O r i 4. 1 d _ .[ ,. a 'Q - i _ - -- .�. i 11 mo nmwa Q > i •.S av ' a . f 0 Gl' _ a Q D 0. 9 �nh� r'I 4 £ N Q - Q• m� 24 OAK TO BE m. I I ' n I ,�, w d i9 T. Q - DEMOLISH CINDY S GARDEN D Q . REMOVED T DEMOLISH �----_ DEMOLISH t; - Q Q a ,A Y / . _. - x Q INCLUDING ALL FENCING X � Q� r" Q N L STRUCTURE, `{ - $ A _� i - T.b��0I,, rIQ t' 1 I 0�POST & RAI T. n Q = AND THE EXISTING PAVILLIO INCLUDING Q ° Aso � " Qd 16 r •o�°F (NOTE - PROTECT EXISTING FENCING m a < n° 0 / o 11 0 T . o o r m BETE Q © A �, - m I I SANITARY SEWER PIPING TO _ © CONC G g. �� Q Q a SAWCUT PAV T, FILL n _ - PAD. Q Qo. R. ' ��WErLANOBUFFEF > m PARTIAL DEMOLITION _ H ti REMAIN, TYP.) � Q �p z K It � - 2 Q, SINKHOLE AND REPLACE � - Q F •' OF EXISTING STONE = Z ° = z y `} Q Q i �3� Q ry WITH FULL -DEPTH ASPHALT m \ r 7 Q =A� WALLS (REFER TO o m Q Q A \ ° T � DEMOLISH T Q - � � " t �---� LAYOUT AND GRADING J PAV'T TO MATCH EXIST y "° _ �� o s3m (� 4 / oA 3 Q _Q r GRAVEL WALK n 3 _ (APPROX. 50 SF) m T � Q 3 x - Q m< PLANS FOR LIMITS OF r° Y� � 5-' 'Q '> �" "I � � Q � WOOD DECK, & � / � t, W DEMOLITION) �, - tg Q 1% m o; 4 I= Q Q Q RAILROAD TIE , s 11 ° ';� i a to "" _ O A F � i �' U^ co . -i. c `1st - O o ° o _ V A o 9 N 2 Q- - y r m_% CURBING , a J a �' c°rF �$ x '- 1�` N 9F _ -Q© v W_ !, ..G Fo, G ? n Q u 5 �� ' �'. o % ti n NOTE'.; :._ > { F C�„ ° � , 10 HAUUDISPOSE ALL / GNd 13r� �- t0 n', q o F ° � rn Q w �' a.,ti},,,, a _, ; °y Q l RAILROAD TIE o / c N� nP'n""" �N "" m D�� C.P .., MATERIAL OFF -SITE. 1 _� Q _ - .N` r N � Q �� p g� A � - a z© - DEMOLITION NOTES: � 0 N w ° ° x N a Y _- a °O A•n I - U 3 >f' - - � p� N � � a ;: � 1.WORK OF THIS CONTRACT IS TO INCLUDE, BUT NOT LIMITED TO, DEMOLITION OF 11.PROTECT EXISTING SITE IMPROVEMENTS, UTILITIES, AND LANDSCAPING SHOWN _11yp \ `- -=- °� �� _ m m - © - EXISTNG BUILDING FOUNDATIONS, SITE IMPROVEMENTS, ASPHALT/CONCRETE TO REMAIN. V - VA r r .dry Q G fi llu "� N E^yli 'F PAVEMENT, CURBING, CONCRETE AND/OR ASPHALT RAMPS, SIDEWALKS, FENCING, Seal and Signature: - ° <N DEMOLISH a t� - �m Q � ° = m . 0� RAILINGS, SIGNAGE, AND MISCELLANEOUS STRUCTURES. 12.DEMOLISH ALL ITEMS, AS EITHER INDICATED ON THE PLANS OR ENCOUNTERED IN - 15^_ 03,0 �Ao , 'h, FLAGSTONE PATIO _ ,y = 9; Q ,I � 0 ° THE FIELD DURING THE COURSE OF THE WORK, COMPLETELY. NBA T PARTIAL DEMOLITION s - � AND SALVAGE STONE Q Q� z o m0 c Q y 2.PRIOR TO STARTING ANY DEMOLITION OPERATIONS, ALL ACTIVE UTILITIES SHOULD 13.USE WATER MIST AND OTHER SUITABLE METHODS TO LIMIT SPREAD OF DUST AND _ _a . ko 11 � / c �° ,. D x 3 fit 1 41 OF EXISTING STONE --°„ a � ;r Q, � _ � > � � BE IDENTIFIED, MARKED OUT IN THE FIELD, AND SECURED AS NECESSARY. DIRT. DO NOT USE WATER WHEN IT MAY CREATE HAZARDOUS OR OBJECTIONABLE � �.' � %= WALLS REFER TO`., r m y CONDITIONS, SUCH AS ICE, FLOODING, AND POLLUTION. �+ _, LAYOUT AND GRADING ° �� N , Q Q s Q � � � 9 �, 3.ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED PRIOR TO THE START N �. PLANS FOR LIMITS OF � ) CL m _ F Q o Q ^ � - Q m ° - _ OF ANY DEMOLITION ACTIVITY. SEE SOIL EROSION AND SEDIMENT CONTROL PLANS. 14.UNIFORMLY ROUGH GRADE AREA OF DEMOLISHED CONSTRUCTION TO A SMOOTH ,t, O71 s3a DEMOLITION) -,m ° x DEMOLISH SURFACE, FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A SMOOTH �b k Q R 4.CONDUCT A PRE -DEMOLITION CONFERENCE AT THE PROJECT SITE A MINIMUM OF TRANSITION BETWEEN ADJACENT EXISTING GRADES AND NEW GRADES. ssy� 11. '. CONCRETE W," © n° "^�` °� SEVENTY-TWO (72) HOURS PRIOR TO COMMENCING ANY DEMOLITION WORK. THE 15.STOCKPILE PROCESSED MATERIALS ON -SITE WITHOUT INTERMIXING WITH OTHER �� '� v 1 F "L,�- � PATIO ©x R., Q Q o MEETING WILL BE ARRANGED BY THE OWNER UPON NOTIFICATION OF THE MATERIALS. PLACE, GRADE, AND SHAPE STOCKPILES TO DRAIN SURFACE WATER. EXPIRES 7/31/26 `- t v - �_ 2� 6 -- z m CONTRACTOR AND IS TO BE ATTENDED BY REPRESENTATIVES OF THE COVER TO PREVENT WINDBLOWN DUST. '%� ® © _ _ _ = T FA Q CONTRACTOR OWNER CONSTRUCTION MANAGER AND REPRESENTATIVES OF THE 16.STOCKPILE MATERIALS IN DESIGNATED AREAS SHOWN ON THE EROSION AND Sheet Title: ak _ = Q TOWN OF YORKTOWN. SEDIMENT CONTROL PLANS OR AS APPROVED IN THE FIELD BY THE OWNER OR • � N Q o I rQ >. Q SITE DEMOLITION q ro _ g e = CONSTRUCTION MANAGER. m Q ? z 5.ADJOINING PROPERTY OWNERS WILL CONTINUE TO OCCUPY THEIR FACILITIES 17.MILLED OR RECYCLED ASPHALT PAVEMENT (RAP) MAY BE REUSED AS GRANULAR I PLAN 0 0 Q b � IMMEDIATELY ADJACENT TO THE PROJECT SITE. THUS, THE CONTRACTOR MUST BASE MATERIAL FOR PAVEMENTS PROVIDED THAT THE RAP PARTICLE SIZE MEETS 2 FJ © m v e , , V D 2 1 f, C1 s �. , u n � y m b & �' Q` �� CONDUCT HIS OPERATIONS IN SUCH A MANNER AND MAKE ANY ARRANGEMENTS THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD i T m w2A� m N - z Q NECESSARY SO THAT THE ADJOINING PROPERTY OWNER'S USE OF THEIR FACILITIES SPECIFICATIONS FOR GRANULAR BASE AND NO MORE THAN FIFTY (50) PERCENT OF O Q onAi J ' Y r: m Tf m o � ba -1 _ <� ©_ : o b a rc a� A Q a „Q Q __________.__.___ __-___. WILL NOT BE DISRUPTED DURING THE COURSE OF THE DEMOLITION WORK. THE PAVEMENT GRANULAR BASE CONTAINS RAP. ; a , INSULATION, METAL, SHINGLES, ETC. SHOULD NOT BE USED AS GENERAL _ Q Q G. n 18.OTHER ASPHALTIC MATERIALS AND DELETERIOUS BUILDING MATERIALS SUCH AS Q� 6.PROVIDE NOT LESS THAN SEVENTY-TWO (72) HOURS' NOTICE TO THE OWNER AND WOOD Q 1 Q , ADJACENT PROPERTY OWNERS OF ACTIVITIES THAT WILL AFFECT THEIR STRUCTURAL FILL MATERIAL. m m "f " Date: 20 December, 2024 Q Q Q b ® z RESPECTIVE USE OF THEIR PROPERTY. 19.EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE RECYCLED, REUSED, Project No: 1023 � � z m A Q � z U w ©� Q SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN OWNERS I v - m � �3 Q Q � A .1 � ax � Q 7.DO NOT CLOSE OR OBSTRUCT ACCESS TO ANY ADJACENT FACILITIES WITHOUT PROPERTY, REMOVE DEMOLISHED MATERIALS FROM PROJECT SITE AND LEGALLY Dwg By: RCC I m '� T �3_.Y„ z �_ 2 G A Q WRITTEN PERMISSION FROM THE OWNER. DISPOSE OF THEM IN AN EPA -APPROVED LANDFILL. 8 Q _ o Q � a-- y T Chck By: MSG Q oN.is Q 1 P I 20.ON-SITE BURNING OF RUBBISH AND OTHER DEBRIS WILL NOT BE PERMITTED. - nt Q I z oA 8.EXISTING UTILITIES: MAINTAIN ACTIVE UTILITY SERVICES INDICATED TO REMAIN © � aUg © AND PROTECT THEM AGAINST DAMAGE DURING DEMOLITION OPERATIONS. Q > M1. m `t Q Q 9t Q o ° 0 Q o 9`Q 11 T © m z 9.DO NOT INTERRUPT UTILITIES SERVING ADJACENT OFF -SITE OPERATING �� 1) i Q Q V FACILITIES UNLESS AUTHORIZED IN WRITING BY OWNER AND AHJ. f` 10.PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, 0 20 4-0 80 SP-0-30 (J IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII � � L - - - - - - ___ - - -..--- - ______ - __ _______ __ AS ACCEPTABLE TO OWNER AND TO AUTHORITIES HAVING JURISDICTION. SCREE: 1 " = 40' Pg No: Project: ABBREVIATIONSGENERAL Teatown Lake Reservation NOTES TREE NOTES 1600 SPRING VALLEY RD, OSSINING, NY, 10562 TLR TEATOWN LAKE RESERVATION INFO INFORMATION 1. WORK MUST CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, FIRE DEPARTMENT 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND PRESERVATION OF ALL Architect: ADA AMERICAN WITH DISABILITIES ACT JT JOINT REGULATIONS, AND ALL APPLICABLE LAWS, UTILITY COMPANY REQUIREMENTS AND BEST TRADE EXISTING TREES THAT ARE TO BE RETAINED WITHIN CONTRACT LIMIT LINE. Ar-r UH1ITECTS, PLb., ALT. ALTERNATE L LENGTH PRACTICES. 68 Jay #317 APPRX. APPROXIMATELY LP LOW POINT 2. ANY DAMAGE TO EXISTING TREES DURING CONSTRUCTION SHALL BE THE CONTRACTOR'S Brooklyn, NY 11201 ARCH ARCHITECTURAL LT LIGHT 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIREMENTS CERTIFICATES OF RESPONSIBILITY. THE CONTRACTOR SHALL MITIGATE SUCH DAMAGED TREES TO THE T: 718.260.0845 @ AT MAX. MAXIMUM INSURANCE WITH DEPARTMENT OF BUILDING. OBTAIN ALL REQUIRED PERMITS FROM ALL APPLICABLE SATISFACTION OF THE OWNER OR OWNER'S REPRESENTATIVE, AT THE CONTRACTOR'S EXPENSE. B&B BALLED AND BURLAPPED MHW MEAN HIGH WATER AGENCIES AND PAY ALL FEES REQUIRED BY LOCAL GOVERNING AGENCIES. COPIES OF ALL Owner: BC BOTTOM OF CURB MIN. MINIMUM CERTIFICATES AND PERMITS SHALL BE SUBMITTED TO THE OWNER OR OWNER'S REPRESENTATIVE 3. PREPARATORY PRUNING WORK SHALL BE PERFORMED WHEN DIRECTED BY THE OWNER OR TEATOWN LAKE RESERVATION BLDG. BUILDING MTD MOUNTED AND OWNER'S REPRESENTATIVE BEFORE WORK COMMENCES. OWNER'S REPRESENTATIVE. THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH ANSI A300 1600 SPRING VALLEY RD, CAL. CALIPER MTL METAL STANDARDS AND BY A QUALIFIED ARBORIST. OSSINING, NY 10562 CB CATCH BASIN N/A NOT APPLICABLE 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK AND VERIFY ALL SITE CONDITIONS, INCLUDING CJ CONTROL JOINT NC NATURE CENTER UTILITIES, BOTH ABOVE AND BELOW THE SURFACE, PRIOR TO COMMENCING WORK. CONTRACTOR 4. TEMPORARY WOODEN TREE GUARD WITH WRAP FOR INDIVIDUAL TREES, TEMPORARY WOODEN Consultants: CL CENTER LINE NIC NOT IN CONTRACT SHALL HIRE PRIVATE UTILITY LOCATOR FOR MARK -OUT. ANY DISCREPANCIES BETWEEN INFORMATION TREE GUARD FOR GROVES, AND TEMPORARY SNOW FENCE BOUNDARY SHALL BE MAINTAINED Landscape Architects CM CONSTRUCTION MANAGER NO. NUMBER SHOWN ON THE DRAWINGS AND ACTUAL FIELD CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION THROUGHOUT THE COURSE OF THE CONTRACT. STARR WHITEHOUSE CONC. CONCRETE NTS NOT TO SCALE OF THE DIRECTOR'S REPRESENTATIVE IN WRITING, PRIOR TO THE COMMENCEMENT OF WORK. 80 BROAD ST, SUITE 1700 CONT. CONTINUOUS NYS DEC NEW YORK STATE DEPARTMENT OF 5. TEMPORARY WOODEN TREE GUARDS AND TEMPORARY SNOW FENCE BOUNDARIES ARE NOT TO BE NEW YORK, NY 10004 CONST. CONSTRUCTION ENVIRONMENTAL CONSERVATION 4. PRIOR TO THE COMMENCEMENT OF WORK, THE CONTRACTOR SHALL SUBMIT TO THE OWNER OR REMOVED UNTIL DIRECTED BY THE DIRECTOR'S REPRESENTATIVE. T: 212.487.3272 CTR CENTER O.C. ON CENTER OWNER'S REPRESENTATIVE FOR APPROVAL THE STAGING AND ACCESS PLANS FOR ALL ACTIVITIES, CRZ CRITICAL ROOT ZONE P.O.B. POINT OF BEGINNING MOVEMENT AND STORAGE INCLUDING THE STORAGE OF EXISTING PLANT AND BUILDING MATERIAL 6. THE CONTRACTOR SHALL TAKE EXTREME CARE TO PROTECT THE ROOT SYSTEMS OF EXISTING Civil Engineer D DEPTH PSI POUNDS PER SQUARE INCH WHICH ARE TO BE SALVAGED AND REUSED. TREES. BULK MATERIAL, EQUIPMENT, OR VEHICLES SHALL NOT BE STOCKPILED OR PARKED DTS PROVIDENT DEMO DEMOLITION QTY. QUANTITY WITHIN THE DRIPLINE OF ANY TREE, OR WITHIN 10 FT. OF THE TRUNK (WHICHEVER IS GREATER) TO ONE NORTH BROADWAY DIA. DIAMETER R RADIUS 5. THE OWNER OR OWNER'S REPRESENTATIVE AND DIRECTOR'S REPRESENTATIVE SHALL BE NOTIFIED MINIMIZE SURFACE AND SUBSURFACE ROOT AND SOIL COMPACTION. THIS APPLIES TO ALL AREAS WHITE PLAINS, NY 10601 DWG. DRAWING REINF. REINFORCED IN WRITING IF DETAILS NECESSARY FOR CONSTRUCTION OF ANY PART OF THE WORK ARE NOT SHOWN WITHIN OR OUTSIDE THE CONTRACT LIMIT LINE. T: 914.428.0010 EA. EACH REF. REFERENCE ON DRAWINGS OR SPECIFIED. EC EDUCATION CENTER REQ. REQUIRED 7. IF STOCKPILING OCCURS WITHIN THE DRIPLINE, A STOP WORK ORDER SHALL BE ISSUED Structural Engineer EJ EXPANSION JOINT ROW RIGHT OF WAY 6. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL IMMEDIATELY. WORK SHALL NOT RE -COMMENCE UNTIL ALL STOCKPILED MATERIAL IS REMOVE SILMAN EL ELEVATION RPZ REDUCED PRESSURE ZONE AUTHORITIES AND OWNER OR OWNER'S REPRESENTATIVE. FROM THE ZONE AND TREE REMEDIATION IS SATISFIED. 32 OLD SLIP, 10TH FLOOR EQ. EQUAL SF SQUARE FEET NEW YORK, NY 10005 EQUIP. EQUIPMENT SPEC SPECIFICATION 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND 8. CONSTRUCTION ACCESS ROUTE IS DIAGRAMATIC. FINAL ROUTE SHALL BE ESTABLISHED ON SITE T: 212.620.7970 EXIST EXISTING SQ. SQUARE MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL HAVE SOLE AND APPROVED BY THE DIRECTOR'S REPRESENTATIVE. FIN. FINISHED SS STAINLESS STEEL RESPONSIBILITIES FOR ANY DAMAGE AND INJURIES CAUSED DURING THE EXECUTION OF THE WORK. MEP Engineer FL FLOOR STL STEEL THE CONTRACTOR SHALL TAKE DATE STAMPED PHOTOGRAPHS OF ALL EXISTING CONDITIONS. ONCE 9. AS SHOWN ON THE PLANS, THE ROOT ZONE OF A TREE SHALL BE COVERED WITH MULCH TO A OLA FT FEET TBD TO BE DETERMINED MOBILIZATION BEGINS, THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING DEPTH OF AT LEAST SIX (6") INCHES AND/OR WITH PLYWOOD IN ORDER TO PROTECT ROOTS FROM 50 BROADWAY, GALV. GALVANIZED TC TOP OF CURB CONDITIONS UNLESS NOTED ON THE PHOTOGRAPHS AS AN EXISTING CONDITION. DAMAGE CAUSED BY HEAVY EQUIPMENT. SUCH COVERING SHALL BE MAINTAINED DURING THE HAWTHORNE, NY 10532 HP HIGHPOINT TG TOP OF FINISHED GRADE COURSE OF CONSTRUCTION AND REMOVED BY HAND OR AS SPECIFIED BY THE OWNER OR T: 914.919.3102 HT HEIGHT TLR TEATOWN LAKE RESERVATION 8. THE CONTRACTOR SHALL DO ALL PATCHING AND CUTTING, REPAIRING AS REQUIRED TO PERFORM ALL OWNER'S REPRESENTATIVE. IN INCH TPAR TEMPORARY PEDESTRIAN ACCESS ROUTE OF THE WORK INDICATED ON THE DRAWINGS AND ALL OTHER WORK THAT MAY BE REQUIRED TO Lighting Designer TS TOP OF STEP COMPLETE THE JOB. 10. ANY EXCAVATION WITHIN THE DRIPLINE, OR ELSEWHERE ON SITE, AS INDICATED ON TREE LUMEN TW TOP OF WALL PROTECTION PLAN, SHALL BE DONE BY HAND OR PNEUMATIC EXCAVATION. 108 EAST 16TH ST, 6TH FLOOR TYP. TYPICAL 9. SHORING OF MEMBERS AND PROTECTIONS OF EXISTING STRUCTURES DURING CONSTRUCTION IS NEW YORK, NY 10003 VIF VERIFY IN FIELD THE RESPONSIBILITY OF CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS OF LOCAL AND 11. CONTRACTOR SHALL NOTIFY AND OBTAIN OWNER'S REPRESENTATIVE'S APPROVAL PRIOR TO T: 718.614.4502 W WIDTH STATE CODES. CUTTING ANY ROOTS OVER ONE (1") INCH IN DIAMETER. W/ WITH Cost Estimator WP WORK POINT 10. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY DAMAGE AND/OR RESTORE ANY 12. THE CONTRACTOR SHALL EXERCISE EXTREME CARE IN REMOVING CONCRETE OR ASPHALT WITHIN ELLANA INTERRUPTION TO ANY UTILITY SERVICE THAT MAY BE CAUSED BY THE CONTRACTOR'S THE DRIPLINE OF EXISTING TREES - LIFTING RATHER THAN DRAGGING PIECES OF PAVING. TOOLS 32 BROADWAY, 8TH FLOOR CONSTRUCTION OR EQUIPMENT, AT THE CONTRACTOR'S EXPENSE, WITH NO ADDITIONAL EXPENSE TO FOR THIS ACTIVITY SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO THE START NEW YORK, NY 10004 THE DIRECTOR'S REPRESENTATIVE OF EXCAVATION. T: 212.971.0936 11. THE CONTRACTOR IS TO USE CARE DURING CONSTRUCTION TO AVOID DISTURBING OR DAMAGING 13. THE EXCAVATION AREA WITHIN THE DRIPLINE SHALL BE BACKFILLED IMMEDIATELY AND/OR ROOTS Vertical Transportation ADJACENT FACILITIES, CURBS, PAVEMENTS, WATERPROOFING AND PERIMETER FENCING. ANY SHALL BE KEPT CONSTANTLY MOIST WITH BURLAP COVERED WITH WHITE PLASTIC AND CHECKED LERCH BATES DAMAGE RESULTING FROM THE CONTRACTORS WORK WILL BE RESTORED TO THE SATISFACTION OF A MINIMUM OF TWO (2) TIMES A DAY, ONCE IN THE MORNING AND ONCE IN THE AFTERNOON, FOR A 1430 BROADWAY, SUITE 908 THE OWNER OR OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST TO THE DIRECTOR'S MAXIMUM OF FORTY-EIGHT (48) HOURS, UNTIL BACKFILL IS COMPLETE AS DIRECTED BY THE NEW YORK, NY 10018 REPRESENTATIVE. DIRECTOR'S REPRESENTATIVE. IF DIRECTED, SOAKER HOSES SHALL BE INSTALLED TO FACILITATE T: 212.596.4690 PROPERLY MOIST CONDITIONS. NO POOLING OF WATER OR CONTINUOUS RUNNING WATER SHALL 12. THE CONTRACTOR SHALL DISPOSE OF ALL UNUSED OR DISCARDED MATERIALS, OFF -SITE IN A SAFE, OCCUR WITHIN THE DRIP LINE OF EXISTING TREES OR WITHIN THE TREE PROTECTION ZONES Acoustic Consulting LEGAL MANNER. OTHER THAN THAT DURING THE IRRIGATION PROCESS. SM&W 275 MADISON AVE, 14TH FLOOR 14. IF ROOTS ARE TO BE EXPOSED FOR A PERIOD GREATER THAN 48-HOURS, THE EXPOSED AREA NEW YORK, NY 10016 UNIVERSAL ACCESS NOTES SHALL BE COVERED WITH AT LEAST 6-INCHES MULCH AND MAINTAINED DURING THE COURSE OF T: 212.725.6800 LAYOUT NOTES CONSTRUCTION UNTIL THE AREA CAN BE PROPERLY BACKFILLED. 15. ALL EXCAVATION AND PLANT INSTALLATIONS WITHIN THE DRIPLINE OF TREES ARE TO BE Date Issue 1. ALL ACCESSIBLE TRAILS SHALL HAVE 36 PERFORMED BY HAND AND NOT WITH AUGERS TO MINIMIZE SOIL DISTURBANCE AND ROOT MIN CLEAR AND BE OF FIRM AND STABLE 1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCEMENT SURFACES. OF WORK AND NOTIFY DIRECTOR'S REPRESENTATIVE IN WRITING OF ANY CONDITIONS THAT VARY DAMAGE. PLANTS SHALL NOT BE PLACED WITHIN THREE (3') FEET OF THE TREE TRUNK. 12/20/24 100% CD SUBMISSION FROM THE PLANS. 02/07/25 100% CD BID SET 2. TRAILS SHALL HAVE RESTING INTERVALS AND PASSING SPACES. 05/23/25 100% CD Rev 1 IFC 2. THE CONTRACTOR SHALL BLEND NEW WORK WITH EXISTING CONDITIONS WITH A SMOOTH 3. ALL ACCESSIBLE TRAILS SHALL HAVE A MAXIMUM SLOPE OF 1:20 (5%). TRANSITION. TREE REMOVAL NOTES 10/07/25 ISSUED REVIEWFOR DEP 4. CROSS SLOPES SHALL NOT EXCEED 1:50 (2%). 3. ALL CORNERS TO BE 90 DEGREES UNLESS OTHERWISE INDICATED. 12/12/25 ISSUED FOR DEP REVIEW 5. NO SLOPE SHALL EXCEED 1.8 (12%) AND ALL PATHS WITH 1.8 SHALL HAVE 4. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL MATERIALS AND PERFORM ALL WORK IN 1. TREES TO BE REMOVED SHALL BE SALVAGED AND CUT ON SITE FOR REUSE ON SITE. REFER TO 03/11/26 FINAL ISSUE FOR DEP HANDRAILS. ACCORDANCE WITH RECOGNIZED GOOD STANDARDS OF PRACTICE. BENCH DETAILS FOR PROPOSED CONFIGURATION OF SITE GENERATED TIMBER. REVIEW 6. RESTING INTERVALS SHALL BE PROVIDED ACCORDING TO THE RUNNING SLOPE. 5. ALL DIMENSION LINES INVOLVING WALLS ARE TO THE FACE OF THE WALL AT GRADE UNLESS 2. SALVAGED TIMBER TO BE USED IN LANDSCAPE DETAILS FOR EROSION CONTROL, SITE OTHERWISE INDICATED. FURNISHINGS AND PARKING AREAS DELINEATION. 7. TRAIL RUNNING SLOPE (GRADE) AND SEGMENT LENGTH BETWEEN RESTING INTERVALS: 6. CONTRACTOR TO LAYOUT CENTERLINES AND FACE OF CURB LINES AT GRADE UNLESS OTHERWISE 3. LIMBS FROM DOWNED MAPLE AND OAK TREES SHALL BE SAVED WITH THE BARK ON FOR REUSE IN INDICATED. THE RAPTOR HABITATS. LIMBS SHALL BE CUT IN APPROXIMATELY 12' LENGTHS OF 1.5" TO 4" Running Slope (Grade) of Trail Segments Maximum Length of Segment Between Resting Intervals Steeper than But not steeper than 1:20 (5%) 1:12 (8.33%) 200 feet 1:12 (8.33%) 1:10 (10%) 30 feet 1:10 (10%) 1:8 (12%) 10 feet DIAMETER. LIMBS SHALL BE STOCKPILED FOR WITHIN THE RAPTOR LOOP MAINTENANCE AREA FOR 7. CONTRACTOR SHALL STAKE FOR APPROVAL BY THE LANDSCAPE ARCHITECT AND TLR ALL PATHS USE BY TLR IN RAPTOR LOOP MEWS. RELATIVELY STRAIGHT LIMBS ARE PREFERABLE. NO AND NEW ACCESS ROAD AT INTERVALS OF 10' O.C. AND 5' O.C. AND LESS AS NECESSARY TO EVERGREENS SHALL BE CUT FOR THIS PURPOSE. DELINEATE RADII OF 20' OR LESS 4. ALL TREES TO REMAIN WITHIN 10' OF THE RAPTOR LOOP AND MAIN ACCESSIBLE ROUTES SHALL BE 8. ANY ADJUSTMENTS MADE IN THE FIELD SHALL BE SURVEYED AND TRANSMITTED TO THE DESIGN PRUNED OF DEAD WOOD AND OVERHANGING LIMBS UNDER THE DIRECTION OF THE TLR TEAM TO CONFIRM ALIGNMENT OF THE PATH SYSTEM FORESTER. SEE TREE PROTECTION PLAN. 9. CARE SHALL BE TAKEN TO AVOID THE ROOT SYSTEMS OF EXISTING TREES TO REMAIN 5. REFER TO SPECIFICATIONS FOR DETAILED TREE REMOVAL & SALVAGING REQUIREMENTS. 10. SOME PATHS MAY REQUIRE THE EXCAVATION OF ROCK TO MEET PROPOSED GRADES 6. TREE REMOVALS SHALL BE TRACKED BY TREE NUMBER AS PER TREE REMOVAL CHART ON SHEET L-100. ANY TREES REMOVED THAT ARE NOT NUMBERED SHALL BE ASSIGNED A NEW NUMBER AND ADDED TO THE TREE REMOVAL CHART. PLANTING NOTES 1. THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO COMMENCING PLANTING WORK. NOTIFY THE DIRECTOR'S REPRESENTATIVE IMMEDIATELY IF CONDITIONS DETRIMENTAL TO NEW OR EXISTING PLANT MATERIAL ARE ENCOUNTERED. Seal and Signature: 2. THE CONTRACTOR SHALL STAKE AND LABEL THE LOCATIONS OF ALL PLANT MATERIAL PRIOR TO DELIVERY OF PLANTS. THE CONTRACTOR SHALL NOTIFY THE DIRECTOR'S REPRESENTATIVE °t WHEN STAKING IS COMPLETE AND SCHEDULE A MEETING AT THE SITE AT WHICH TIME FINAL LOCATIONS WILL BE APPROVED. f� 3. THE DIRECTOR'S REPRESENTATIVE WILL SELECT AND TAG ALL TREES AT NURSERY AND INSPECT, a t� ALL PLANT MATERIAL PRIOR TO PLANTING. THE DIRECTOR'S REPRESENTATIVE RETAINS THE RIGHT TO REJECT ANY PLANT MATERIAL PRIOR TO PLANTING. or.I 4. NO PLANT MATERIAL WILL BE ACCEPTED WHICH DISPLAYS MAJOR IRREGULARITIES OR Sheet Title: MECHANICAL DAMAGE. GENERAL 5. ALL TREES AND SHRUBS SHALL BE FRESHLY DUG AND DELIVERED TO THE SITE AS REQUIRED FOR LANDSCAPE IMMEDIATE PLANTING. ANY PLANT LEFT UNPLANTED FOR MORE THAN 6 HOURS SHALL BE DUG IN, NOTES WATERED AND SHADED. 6. PLANTED AREAS WITHIN THE PROPERTY LINE AND OUTSIDE THE PROPERTY LINE WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RECONDITIONED WITH SPECIFIED TOPSOIL & SEED. AND FERTILIZER. TREES OR MAJOR SHRUBS DAMAGED SHALL BE REPLACED WITH LIKE SPECIES. Date: 15 October, 2025 7. MULCH AREAS, TREE PLANTINGS AND PLANTING BEDS WITH 2" ARBORISTS WOOD CHIPS. SEE Project No: 1023 PLANTING DETAILS FOR DEER PROTECTION AND STAKING DETAILS. Dwg By: RS 8. SEE LANDSCAPE PLANTING SPECIFICATIONS FOR PLANTING MAINTENANCE, GUARANTEE, AND Check By: GWL REPLACEMENT REQUIREMENT. APPROVED Number ZS 08 um _ 9. SEE SOIL PLACEMENT PLAN FOR SOIL TYPES AND DEPTHS BY AREA OF PLANTING. Date Jam] Resolution Nm 1 zap S P-0.40 10. LANDSCAPE AREAS WITH SLOPES 3:1 OR GREATER SHALL UTILIZE JUTE MESH IN COMBINATION WITH SEEDING, SETTING OF TIMBER CRIBBING AND BOULDERS TO REDUCE EROSION IN NEWLY PLANTED AREA. Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 12/12/2025 2:21 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-1.00 OVERALL SITE PLAN PLT.DWG .i .l WF.IIfNIJ IJI.'I-1'II` C1 ', ( Project: r, ♦,♦ rn Teatown Lake Reservation ♦. r� �n W. 1600 SPRING VALLEY RD, <♦ rn� I F OSSINING, NY, 10562 Architect: nARCHITECTS, PLLC m 68 Jay #317 m� .!� Brooklyn, NY 11201 T: 718.260.0845 Owner: �,o \ TEATOWN LAKE RESERVATION 1600 SPRING VALLEY RD � OSSINING, NY 10562 m 1S / Consultants: j Landscape Architects w i M-- EngNo STARR WHITEHOUSE r D O 80 BROAD ST, SUITE 1700 7 J ( 1 ( 1 Q \\ NEW YORK, NY 10004 APPROXIMATE ' � ,( T: 212.487.3272 LIMIT OF DISTURBANCE LINE, TYP. \ a r m M M Civil Engineer \ 3m z -4 ( 0 w '� DTS PROVIDENT �I �m m p ONE NORTH BROADWAY M M WHITE PLAINS NY 10601 zo o \ T: 914.428.0010 10, \ 1 o �� m , y \� \ \ ��Tq, Structural Engineer a SILMAN m;" 17 .. 32 OLD SLIP 10TH FLOOR w z o ' c o o / NY 10005 "" �Ao NEW K, vlous , ��x �� r - ♦ \v �. 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('7000000000000a00000 naaaaaaaaaaaaaaaaa aaa j - -\ / \ \' \ NEW YORK NY 10004 .►' : j - \ ` , �� \ I I na°aaaaaaaaaaaa aaa as a s � , - %\ \ T: 212.971.0936 ♦ % — ; r _ o t;' 1 jo,00 00000000000 000 1 \` 1 no000000000 000 000 y \ ` i� � r000000000 00�' zy // \ \ / /% h._ _ = .^0,\\ / �'♦n.�NA A nulaaoao . c m \ __... Vertical Transportation - `X n .r \ \ \( LERCH BATES \ 1430 BROADWAY, SUITE 908 o�\ \ J �,�°� \\ \ \ �' \\ NEW YORK, NY 10018 ♦Y I \ \ ' - - _ _ © ti D / `� \ \ i \� \ / T: 212.596.4690 ID I a m 000 Acoustic Consulting Z SM&W V 275 MADISON A E, 14TH FLOOR N'L •'� 1 1 \ \ \ ___—_ \ \ \ _ __\ \ INFILTRATION BASIN w I; \ NEW YORK, NY 10016 212 725 6800 CqP NN 01 . " I l f :.., ".,. L \ �n \ \ : '_ , ;ono ,. +`•� acoaoa2 o \ o ` \ - _ _ - ,Yna 1_ - - - -- _- - - - `\ �� Date Issue `` /� ao \ \ �, I \1 10/4/24 For Planning Board Review 'Y , 4 �a \ -. �\ \ ``, I � ! �\ , 12/20/24 100 /o CD Issue \ o- 02/07/25 100 /o CD Bid Set ofi \ \ ` 1 ti\�. ► / ;03/12/25 Planning Board Resubmission T 05/23/25 100% CD Rev 1 IFC oyc APPRO([MATE 06/16/25 Issued for NYCDEP Review �,y \ `� aNGp \ \ v — — — — — — -� LIMIT. DISTURBANCE LINE, ' 10/07/25 Issued for NYCDEP Review -- 12/12/25 Issued for NYCDEP Review a . r o,.. \ �; T R 1 F�proNn y \ \ _ 4 03/1 6 ISSUE FOR DEP u 6 k \ m ? ? \ m 6 ". \ \ \ ENCLOSU C<O R/ L \ ` , ` _ __ / / .S� 1/2 A - .._ FINAL - REVIEW 4 —7 N: O $ - a.ol D i K'�!-9Np BUFFER (( t'D 0 9A$ 1 ' p/Yl -_ M 1 _ O0 z o 1 i I. o / O I m / —N 67 ( _ _ -- -- r 4y \ 4 \ \ q1yT�ro�xrsr \ \ \ '9i,LT� \ \ -- � � 1 , 77 , 1 a F P3 < I z i 1 DZ� 1 u u, m z 1 x n s 1 fn i v v �I I Ia 0 1 NEW ACCESS GRAVEL DR 1 :� �Mr•.=- ., i \ �. N, \ / APPROVED Resolution Number 25 -08 Date 3 ) .z±! 201.5 0 20 40 80 z SCALE: 1 " = 40' Seal and Signature: EXPIRES 7/31/26 Sheet Title: OVERALL SITE PLAN Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SPM1 moo Pg No: • . � 1 V G APPROXIMATE EXTENTS OF �0 SEPTIC FIELD TO REMAIN slow 1106 10 1101 p or c3'` r � j i 1078 1006 / 109f- 043 1079 __---- 1105 104 4�, • 6 T1 0 r , 1 r80 �0,1107 1 1 1 1 j0 1108 Q82 o 4Q „ • �, \ Jv Q' i 85 �O Al i orb , �, •a • tuft ft �� Jr Q' �V v\ ® • \ s 6 MATCHLINE, L-202 \`\ MATCHLINE, L-203 \^ 001111' f ® r r • r rA�1 l - 1019 '+►. 1117* R8 -0 11 Y • •1024 02 1001C7 � � x• 1023 1018 ® ),u2 Z ; x , 1025 �, ®''�/x Xbl3 02 �1012 '4 co / 0 6'! 1113)K,027 X - . s r � � .. � , . • _ , • a 1114 1115� , 1116 17 104 r u r 77; 003 ,,--- r 4 F nJ' 1b15 1014 z, 016 1112 104748 \Q 1046 'AIt 1011 \ 1010 104v �\ APPROXIMATE LOCATION OF SANITARY LINE - R5-0" TYP. 100 1110 r { 1009 05 y �; �' ♦/ \ jiff \\\ 1028 \ ♦ / ' Y' \ / 103 1030 ,. ,� r•t ` \ 1032 \ rr \ \\ mac,, 1040 1034 1 38 1 � 1 1 O' 439 R103 0 100 '1 TYP. 1035 1109 ® 103 ZZ 10 QPr O\ 1041 10'-0`am` II2_ 0" TYP TYP ' SHOULDER • c��; - x� . i it TYP. 1088 ' �a 1124 i 1 �► / , X r 1050 i x as Y Ix l! � 4 +� " / Y� �� ✓' �Y Il; <l m ----------------------- t-13 105� 1057 ;; -- - -----_ / b105 9 ' R16-0" 1122 D O 1 11060 /'O o 1120 X o x - '1118 0 1058 ' R15'-0" - / / • 061 056 / 1062 < 1069 r D 1119 10 4 1 `Z J\' oO/' 1 / , yL ,� O O Q 106 'O 5� p" v y e ti 109ia- — — Q \ — — — 055 /, o_ /,' ,o y �� . * G P / 1066 \ / 1053 s z I I 106 ...�.. 0 1068 • x' i �-_ 1070 NATURE LAYOUT LEGEND 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL ROCK OUTCROP ® EXISTING TREE DBH X 1001 COORDINATE ®1001 TANGENCY DIMENSION R4'-0" RADIUS & CENTER POINT OF CURVE CENTERLINE NOTES: • PLANS PROVIDE LAYOUT COORDINATES AND POINTS OF TRANSITION. AUTOCAD FILE TO BE PROVIDE AT TIME OF CONSTRUCTION TO GENERAL CONTRACTOR. GENERAL CONTRACTOR TO STAKE IN FIELD ALL CENTER LINES OF PATHS, ROADS AND PARKING AREAS AT 10' INTERVALS, 5' INTERVALS OR LESS WHERE RADII ARE LESS THAT 20' • STAKING OF LAYOUT TO BE CONCURRENT WITH THE PLACEMENT OF GRADE STAKES FOR CUT AND FILL OF ALL NEW ROADS AND PATHS. • PLACEMENT OF ALL SIGNGAGE AND SITE FURNISHINGS SHALL BE STAKED IN THE FIELD PRIOR TO PLACEMENT AND INSTALLATION OF FOOTINGS OR ANCHORS. • OFFSET DIMENSIONS FROM NEW AND EXISTING RAPTOR LOOP STRUCTURES SHALL BE EITHER NO LESS THAN 4" AND NO GREATER THAN 9". • SHOP DRAWINGS SHALL INDICATE RELATION OF NEW BOARDWALK TO VIEWING AREAS AT EACH MEW. .APPROVED Resolution Number 2-5 - �$ Date 3 12!•! to 2s 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 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: 0.: 4-0 Sheet Title: LAYOUT PLAN - BLINN ROAD ACCESS Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP=l 001 0 10' 20' 40' Scale: 1" = 20'-0" Pg No: 0 i i i 1 000 f 20 1 2003 TEATOWN LAKE j • 20 1 "0" aOre 2239 1•:►t;ri 1070, NATURE 07 PLAYGROUND 1 ♦•;� .•b I �rrr ••o r • r� •r , wa... =1 I I ��°r° �•F..y�•r 11• • • • •� j . 11 �■ r� fro• • IN 1 WA RIN • g ;in •e 5��,�.,,', �9y '�;�d:•�SBs� CBC��i� a °�� ■ r � •� ♦ • � _ •:�;:��•■`� is ii■0. ■ •e��°.� p f r 1•• pis'► 1 .I • \ Ii f` o ♦z • 'L •t ti' �I• .. 7 ♦OFi♦i �ii• brr4 • +'rrc-♦••r•r•• ��, ► •' Imo-, r� ♦ •Pi0.9•4O••• � ♦r4♦♦� •s�ryi ♦r♦ri••'�♦1 ♦♦ ♦ ♦♦Orr• A / ��fn ♦O•F ♦ ri • ♦ ♦9 � � �c•♦ � ♦••• �O.I' s ••r ii'�♦F •rr. �is-`'s• " O .O r• ••♦Fi•� •=•♦ / ♦ a! 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ME.*,�:. �:31:.i •�0��•♦♦•• M•. ♦•rir •� • •r•r•��F♦•• + .ri• •♦ r •� ry. r i•�•�♦••• •r • ♦ •ri gg • •�•�• •.r.�i ,3y% ' Z— AA -8 28 I 12229 J� QP • 2226 2061 ri HLINE, L-203 HLINE, L-204 Cl?CD N JW J � W Z Z V � V a a r • I 'I_ - I I I I I I I I LAYOUT LEGEND 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL ROCK OUTCROP • EXISTING TREE DBH X 1001 COORDINATE ®10011 TANGENCY 12--0 1/2 DIMENSION R4'-0" RADIUS & CENTER POINT OF CURVE — CENTERLINE NOTES: • PLANS PROVIDE LAYOUT COORDINATES AND POINTS OF TRANSITION. AUTOCAD FILE TO BE PROVIDE AT TIME OF CONSTRUCTION TO GENERAL CONTRACTOR. GENERAL CONTRACTOR TO STAKE IN FIELD ALL CENTER LINES OF PATHS, ROADS AND PARKING AREAS AT 10' INTERVALS, 5' INTERVALS OR LESS WHERE RADII ARE LESS THAT 20' 0 STAKING OF LAYOUT TO BE CONCURRENT WITH THE PLACEMENT OF GRADE STAKES FOR CUT AND FILL OF ALL NEW ROADS AND PATHS. • PLACEMENT OF ALL SIGNGAGE AND SITE FURNISHINGS SHALL BE STAKED IN THE FIELD PRIOR TO PLACEMENT AND INSTALLATION OF FOOTINGS OR ANCHORS. • OFFSET DIMENSIONS FROM NEW AND EXISTING RAPTOR LOOP STRUCTURES SHALL BE EITHER NO LESS THAN 4" AND NO GREATER THAN 9". • SHOP DRAWINGS SHALL INDICATE RELATION OF NEW BOARDWALK TO VIEWING AREAS AT EACH MEW. APPROVED Resolution Number 2S - 108 Date 3 j 2- f I 2-o 25 111 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: /6�11'1 e0z"' Sheet Title: LAYOUT PLAN - MAIN CAMPUS Date. 15 October, 2025 Project No: 1023 Dwg By: IRS Check By: GWL SPml,02 0 10' 20' 40' Scale: 1" = 20'-0" / I i 1 1 1� 1n 7 1 / �' \ t�r+� +- ode \ TC 377.46 TC 37 .13 BC 377.46 47---- _ _ 100 111 111 0 / F' XF � x X MATCHLINE, L-203 MATCHLINE, L-204 . • © ' r low • '—_ • ____ O 3061 3f-011 -Off --------- — d 319 2.6� 3124R9, 7„ 3125 ® 3060 3145 • + 3059 R23'-0,, 3179 �► ry) o 4 'O" • J �� , 25'-6" 3122 3123 A ® Rs'_01,3 6 i -0 306 8 3129 ® Vol R��NG O SO 01IIA 3 3074 / .. 3126 31 0 3128 Ex�s�`NG 3 i j ✓ \. 10 S1 07� + 3127 �)A �' 307 3144 3121 1 r CROFT POND O 31 p . 3142 14 �� /. 3077 / 3140 x`•. ; / e 307 i 076 / *, \ 3181 3182 F _ 15 �� 3153 ';Q 3152 3184 146 {# :' • i / l 3088 0 3090 3150 0 3082 31 08 Y 44® / \( ♦ // 3 In G 3119 3097 3095 312 3118 3094ztxtr'. O C) 15_� 3098 — 3084 L m 309 p 3187 \ _ . _ \ 4 30 9 3101 2;6 • ® • Z 31 —► x O 3117 CD 3115 3116 I �,, �/.dl1011sl l n I l MI l r llw l llllil + gp -0 '-0" ®® ��'� �' • R3 P 3�132 Ilk . 1 P 310 0 310 2 3085 3086 rI, `U,, • 3087 — 3106 3105 3107 = 3108 311 310 3114 © 3112 03110 3111 l 1: • � 9 19 + 'Zi i :. ■ P '1111114615 f 11 • 11 LAYOUT LEGEND MATCHLINE, L-203 Noun" Common MATCHLINE, L-204 I ' ' IONIC '®' ' ' 100' WETLAND BUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO, N N TIM MILLER ASSOCIATES BY AUGUST 11, 2023 J J EXISTING STONE RETAINING WALL ua L ROCK OUTCROP 4 a a EXISTING TREE DBH I a. X 1001 COORDINATE ' ®1001 TANGENCY 01/2 DIMENSION ICU • I R4'-0" RADIUS & CENTER POINT OF CURVE ' — CENTERLINE I I I I I ' I NOTES: `' I • PLANS PROVIDE LAYOUT COORDINATES AND POINTS OF TRANSITION. AUTOCAD FILE TO BE PROVIDE AT TIME OF CONSTRUCTION TO GENERAL CONTRACTOR. GENERAL CONTRACTOR TO STAKE IN FIELD ALL CENTER LINES OF PATHS, ROADS AND PARKING AREAS AT 10' INTERVALS, 5' t.� INTERVALS OR LESS WHERE RADII ARE LESS THAT 20' I 1 • STAKING OF LAYOUT TO BE CONCURRENT WITH THE PLACEMENT OF GRADE I STAKES FOR CUT AND FILL OF ALL NEW ROADS AND PATHS. • PLACEMENT OF ALL SIGNGAGE AND SITE FURNISHINGS SHALL BE STAKED IN ' I THE FIELD PRIOR TO PLACEMENT AND INSTALLATION OF FOOTINGS OR ' I ANCHORS. • OFFSET DIMENSIONS FROM NEW AND EXISTING RAPTOR LOOP STRUCTURES I I SHALL BE EITHER NO LESS THAN 4" AND NO GREATER THAN 9". I • SHOP DRAWINGS SHALL INDICATE RELATION OF NEW BOARDWALK TO VIEWING AREAS AT EACH MEW. APPROVED Resolution Number 2-5 Date 3 ) In 2=922S 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: Sheet Title: LAYOUT PLAN - SPRING VALLEY ROAD Date: 15 October, 2025 Project No: 1023 Dwg By: IRS Check By: GWL SP-1,03 0 10' 20' 40' Scale: 1" = 20'-0" Pg No: LAYOUT LEGEND 100' WETLAND BUFFER EXISTING NURSERY AREA TO REMAIN /_ AA -7 ------------ v 044 i ,0,, 043 m I I I I I I I I I I - - ----- - ------------ I- 1---- - ----- 4038 II L------------------------------K4063 -------- ---------------- I EDE] V I I I I I I I I 1 I I I 1 I I I I I I I I I I I i I ----------------- WETLAND BOUNDARY FLAGGED BY STEVE MARINO, M NI Mlles TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL ROCK OUTCROP EXISTING TREE DBH X 1001 COORDINATE ®1001 TANGENCY 1 ',� 01/21 DIMENSION R4'-0" RADIUS & CENTER POINT OF CURVE CENTERLINE NOTES: • PLANS PROVIDE LAYOUT COORDINATES AND POINTS OF TRANSITION. AUTOCAD FILE TO BE PROVIDE AT TIME OF CONSTRUCTION TO GENERAL CONTRACTOR. GENERAL CONTRACTOR TO STAKE IN FIELD ALL CENTER LINES OF PATHS, ROADS AND PARKING AREAS AT 10' INTERVALS, 5' INTERVALS OR LESS WHERE RADII ARE LESS THAT 20' • STAKING OF LAYOUT TO BE CONCURRENT WITH THE PLACEMENT OF GRADE STAKES FOR CUT AND FILL OF ALL NEW ROADS AND PATHS. PLACEMENT OF ALL SIGNGAGE AND SITE FURNISHINGS SHALL BE STAKED IN THE FIELD PRIOR TO PLACEMENT AND INSTALLATION OF FOOTINGS OR ANCHORS. • OFFSET DIMENSIONS FROM NEW AND EXISTING RAPTOR LOOP STRUCTURES SHALL BE EITHER NO LESS THAN 4" AND NO GREATER THAN 9". • SHOP DRAWINGS SHALL INDICATE RELATION OF NEW BOARDWALK TO VIEWING AREAS AT EACH MEW. APPROVED Resolution Number �- b Date 3) 7 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: Az;' Sheet Title: LAYOUT PLAN - MAINTENANCE GARAGE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL 0 10' 20' 40' Scale: 1" = 20'-0" I SP-1,04 Project: Teatown Lake Reservation 1600 SPRING VALLEY RD, OSSINING, NY, 10562 Architect: I l -V ■ <1\� I/ \ // EXISTING SIGN TO BE • I I • �',// ♦'% RELOCATED ` EXISTING PARKING SIGN • / % \ % / °''♦ TO BE RELOCATED — ,- ♦ I ' EXISTING SIGN TO BE RELOCATED \♦,, 3 ♦ , BOLLARD - STEEL WITH ♦, CHAIN AND CHAIN BOX �, FULL -DEPTH ASPHALT, • f�,: /' REFER TO CIVIL DWG • U iZf, 411 x / �> EXISTING POST AND RAIL FENCE \ '� EXISTING PAY STATION AND CONCRETE PAD TO BE REMOVED EXISTING GATE AND \ \ \ \ ' \ STOCKADE FENCE TO REMAIN \ \ \ \ \ \ J \APPROXIMATE LOCATION MK OF SANITARY LINE y 1� O O \ \ 1 APPROXIMATE EXTENTS OF \ \ \ \ \ \ \ \ \ �O'C \ \ \/ \ \ \ \ \ Syr • I '1 \SEPTIC FIELD TO REMAIN \ \ \ \ \ N C� low .441 40 STONE PAVEMENT ON AGGREGATE BASE STONE BLOCK BENCH, TYP. / ', '1 \ \ \ \ - � � Zr �• l CRUSHED STONE PAVEMENT (MULTI -USE) WITH SHOULDERS a I I \ \ \ \ CRUSHED STONE • �� 0 4 • j ) • ' �' t i, 1 �,1.. /� V ///I PAVEMENT (VEHICULAR) / } ' 5 SITE SALVAGED TIMBER . / '` .. - .,Ly ". I';''•';'''';'' '' ----_ ' ' '''',''r� ' ' L-611 EDGE AT PARKING LOTS _._., '� �� ,� �� _ -------------- / 0Al / 0 % 1 / SALVAGED TIMBER 4 • 1 ` L-610 —I / BOULDER IN CRIBBING i / <" / -' = ` \ t, ``\ ^ LANDSCAPE \` 1 SALVAGED TIMBER 1 4 r� Y. -',, - -`' , ` L-612 ��- ' s FULL -DEPTH ASPHALT / ..I *- 17 / I`- f REFER TO CIVIL DWG / a F'' ,' \\ BACKED LOG BENCH% ' i1 1 Iil 1, I'I �-1-,-, �', 1; I';'; 1',''; I';'; I'''; I \\ 1 • y Iyy Y ♦ 'y I '-612 SALVAGED TIMBER I,l �,1, ,' L BACKLESS LOG BENCH CRUSHED STONE 0' �• PAVEMENT (MULTI -USE) ,► it REFER TO SIGNAGE PLAN MATCHLINE L-301 ASPHALT WITH CHIP SEAL '' • \ 3 F ' I i f I / ° - / - L-601 SURFACE MATCHLINE L-302 Ilk • I \ / ;;;;'; i • ' ` NATURE — / 1 --- ---- // //\ // 4 STABILIZED TURF PLAYGROUND I 7 ., ° , L-614 t • \,�, ;; ; 2,188 SF SALVAGED TIMBER ®., \ • �� P0° / , o %�: =ML \ \ r 1 BACKLESS LOG BENCH ` 1 1 1� p � O ,/o TRANSFORMER r., z..ti j • \., .r.�c, \ MATCHLINE L-301 �\ '';`'�;,`: i / ';;;rs%' _ ,, s I \ 3 `,1 ► ° / c { , o � SEE UTILITY DWG , , , \ � ..� �' � o ,ram -. ,,,,,, • , MATCHLINE, L-302 y '' I o I �. _ _ ° _ _ J -/ ©° ° 7 ;EXPOSED = _�, * ) o \�;' .,\\w'aa/+ • ' /I '/ J�\. • 1 ° / / �f� L-601,' nr+^nrr.n�r I !., .'.`"� \ 'i /��..� a II 1 1 1 / �v / / i — — 0 Ell 00 ADA PARKING SIGN TYP. 7 1 • - zf�'' / //// //// /� REFER TO SIGNAGE PLAN 0/f. I 1 J 1, i I,, MATERIALS LEGEND s- s APPROXIMATE LOCATION OF SANITARY LINE ® I IMlIM I I� I I� 100' WETLAND BUFFER Mil miloliollo Iloilo limilm WETLAND BOUNDARY FLAGGED BY STEEE MARINO, TIM MILLER ASSOCIATES BY AUGUST 11, 2023 EXISTING STONE RETAINING WALL STONE MASONRY RETAINING WALL ROCK OUTCROP BOX BEAM GUIDERAIL - REFER TO CIVIL DRAWINGS J FULL DEPTH ASPHALT - REFER TO CIVIL DRAWINGS 22V 0 V V STABILIZED AGGREGATE (POROUS) L-601 EXPOSED AGGREGATE CONCRETE - REFER TO ARCH DRAWINGS FULL DEPTH ASPHALT WITH CHIP SEAL SURFACE 2 RESURFACED TOP CORSE L-601 CRUSHED STONE PAVEMENT (VEHICULAR) CRUSHED STONE PAVEMENT (MULTI -USE) RESIN BOUND AGGREGATE L-601 a 9 10 IRREGULAR ALCOVE BROKEN FLAGSTONE PAVEMENT L-601 9 10 RECTANGULAR GRANITE CUT STONE PAVEMENT L-601 ALL WOODEN BOARDWALK L-604 4 0000000 STABILIZED TURF L-614 --- LIMIT OF ROAD OR SHOULDER 21 1 STEEL EDGE AT RESIN BOUND AGGREGATE L-601 L-610 2 TOEKICK AT WOODEN BOARDWALK L-603 5 FLUSHED GRANITE CURB @ DROP-OFF L-610 6 RAISED GRANITE CURB @ DROP-OFF L-610 7 RAISED COBBLE CURB @ RAMPS L-610 5 SITE SALVAGED TIMBER EDGE AT PARKING LOTS L-611 10 SALVAGED TIMBER CRIBBING L-610 1 SALVAGED LOG BENCH WITH BACK L-612 1 o SALVAGED LOG BENCH L-612 3 CJ STONE BENCH WITH WOODEN TOPPER L-612 5 ® STONE BENCH WITH WOODEN TOPPER BACK AND ARMREST L-612 o WOODEN BENCH WITH BACK AND ARMREST ADA ROUTE SIGN 4 TRAIL MAP SIGN WITH ROOF DIRECTIONAL SIGN ON POST 20 INTERPRETIVE SIGN ON RAILING L-608 INTERPRETIVE SIGN ON POST 6 T ADA PARKING SIGN L-611 2 PEDESTRIAN ACTIVATED CROSSING LIGHT L-611 #,6 _,_,o- WOOD POST AND ROPE NET FENCE L-612 5 CEDAR WOOD PICKET FENCE L-609 ALL ALL L-607 L-606 PIPERAIL HANDRAIL - PAINTED BLACK BOULDER SCHEDULE SYMBOL TYPE SIZE QUANTITY 25% SITE SALVAGED, 3 4 0 A +/- 36" 54 75% NEWLY SOURCED. L-610 o C 18"-30" 152 NOTE: • FINAL PLACEMENT OF BENCHES TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SETTING OF ANY FOUNDATION MATERIAL OR ANCHORING. Resolution Number Q8 Date 2 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: MATERIALS PLAN - BLINN ROAD ACCESS Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SP-2,01 0 10' 20' 40' Scale: I" = 20'-0" Pg No: \ \ III;'. ;' ® r ' / Ai ' I �', I, 1 • • of � f ' � � \\ / / • � / ►"�„•11�„i / _ I;;lip;;,I 1 s� \ 4 Ci' j ;' i` l �" / ❑ o ///// / / .1�0 MATCHLINE, L-301 •" 'l f,, .::'• ' 111;, I, Ill ./ 'i • i I ' I I O I ,_- `' .. ; I I,; II,I I, , � ®. \ \ � .. • I ,I I I � o MATCHLINE L-302O MATERIALS LEGEND r \ ''''11;1;1', , • ' • `_ / ' NATURE / 1 /' /'\ /''�. ' x • I �, I 31 PLAYGROUND I , , I , , , • ,;,� 11 , - ;. \ APPROXIMATE LOCATION OF SANITARY LINE 2,188 SF • I,I'I III '... JF r �•- / -�. \ b *�P°°/ _. 100'WETLANDBUFFER WETLAND BOUNDARY FLAGGED BY STEVE MARINO TRANSFORMER `, % • =" '�/,'.� j°- TIM MILLER ASSOCIATES BY AUGUST 11 2023 MATCHLINE, L-301 ; I' / - I I °o , ° ! SEE UTILITY DWG '` , \� ®� I,I ,. � ... \� �1 � O° ! � \ �-- •. EXISTING STONE RETAINING WALL MATCHLINE, L-302 STONE MASONRY RETAINING WALL ;IF • — — —° — — O ° 7 EXPOSED \ / ;;;, ti Y.` ' / • �' o° L-601 ROCK OUTCROP AGGREGATE ' l0° o CONCRETE �: ' ,\ �/ zv y — o — o — o BOX BEAM GUIDERAIL - REFER TO CIVIL DRAWINGS �i 'III `l'1 7 ✓. r - ,%. . / / o ,.`, - III, �� '`k- `, 0 ° /° o ASPHALT WITH �;;; , r . o FULL DEPTH ASPHALT - REFER TO CIVIL DRAWINGS SEA CHIP L : "/ • \ ,, r y' , J _ SURFACE 601 Nc� 11'I' �.��; / il� - 1 Y ,Rai �1,I ,a / o d / \ 22 0V V , x . • /` '' / %I .. STABILIZED AGGREGATE POROUS 4 r STABILIZED � �` X> , I ' 16 TURF / / `li' RESIN BOUND 'if I'llt AGGREGATE / v ° EXPOSED AGGREGATE CONCRETE - REFER TO ARCH DRAWINGS ,yam / CRUSHED STONE jd ti >0° , o°� X " % x L 608 WOOD POST n r �T .. � • >°o / o° r .; , :. 6 ,/ , , z � � � - RAIL FENCE PAVEMENT MULTI -USE 3 ` ° , o — _ ;yr L-601 RESIN BOUND ;I 0 9— T,,, _�,; _ - f ..,xz<. 1 / / ( ) L-601 bo° /�°o r�, '' t. a 4 / , . / FULL DEPTH ASPHALT WITH CHIP SEAL SURFACE U - ;I n hoo , O <,_.../ AGGREGATE w z-;'e_`: ,, ;i L-608 w,"„ WOOD POST AND RAIL L 601 / Cl 11 ;;II , 1 \� M FENCE -RAPTOR LOOP MEW i'— — SALVAGED TIMBER 1 ' ';''I �,`.f; 0 0 E,`; i �� RAPTOR LOOP ',-- a . �w ° / �01PAVEMENT TRANSITION WOOD POST AND 2 RESURFACED TOP CORSE BACKED LOG BENCH i i x' EDUCATION CENTER °// °° ' RAIL FENCE 1 \L-612 ° ° / / �/ ° � b0 / o RAPTOR LOOP L-608 WOOD POST AND RAIL L-601 CRUSHED STONE PAVEMENT VEHICULAR O , o WOOD POST \ T r \ \ (VEHICULAR) I, ,' I - O C o I'I /�'1' L-608 x TEATOWN LAKE j / ® ® ; I' -- , ° ° / OO AND RAIL FENCE ; 1 /I;j% o FENCE -RAPTOR LOOP MEW ' J r,; rl 2 J; I; yI y x - ;I'; ;I';' ; CRUSHED STONE PAVEMENT (MULTI -USE) BOARDWALK TOE -KICK r �,;..;" ; ; I / p ' , RESIN BOUND L 601 ! CRUSHED STONE ; ', AGGREGATE X 01 • PAVEMENT (MULTI -USE) =µ^ \ / z 11 RESIN BOUND AGGREGATE /' l • ; L-601 RAPTOR LOOP PAVEMENT TRANSITION 10 SALVAGED TIMBER L-610 /' \ - .< % / 1 WOOD POST AND y 9 10 IRREGULAR ALCOVE BROKEN FLAGSTONE PAVEMENT 08 AF CRIBBING / • ; ` / RAIL FENCE 4 / I ," WOOD POST AND RAIL 9 10 CRUSHED STONE / " RECTANGULAR GRANITE CUT STONE PAVEMENT \ • I r� /' / x x / FENCE - RAPTOR LOOP MEW L-601 I 3 1. �- , , L-608 L-601 PAVEMENT (MULTI -USE) ! � / \ �� , k 4�<y, s I,/} ,I, I',/2' O QO O / / �i,. ` • \ 1 SALVAGED TIMBER r. O o ' L-603 BOARDWALK TOE KICK BACKLESS LOG BENCH / y r WOODEN BOARDWALK 'I' L-612 o o / / L-601 RAPTOR LOOP 1 / y PAVEMENT '; II I WOOD POST AND 4 BOULDER EDGING 3 ' ' / /' TRANSITION L-608 RAIL FENCE 4 / L-610 BOULDER IN LANDSCAPE L-610 0 o O / , / // / - " % 6 n L-614 [<:>_o_o_ °0°0°00 STABILIZED TURF , / , ,- RESIN BOUND I ' I 4 y � x ' ' \ / 10 WOOD POST AND RAIL ---------- LIMIT OF ROAD OR SHOULDER SALVAGED BOULDER IN p , ;,� AGGREGATE / L-608 x X` ( �� o / , r, �.", , , FENCE RAPTOR LOOP MEW � . 21 1 \\ • ; ;I `- __ TIMBER CRIBBING LANDSCAPE 1` O \ PL L-601 L-610 STEEL EDGE AT RESIN BOUND AGGREGATE ASPHALT WITH MAMM 3 x . \ W MAINTENANCE ACCESS GATE CHIP SEAL NE c�.oS�RE J L-608 z s(/T/N / SURFACE \ • r TOEKICK AT WOODEN BOARDWALK TEATOWN LAKE qR REFER TO / 2 __� e • ;I';;, / �,,t .:,; ' RESIN BOUND / SIGNAGE PLAN AGGREGATE / / / f' L-610 I /' ��\ . ,-, :-,`•y' ,-' ;° / , �� _ _ � � , ;� FLUSHED GRANITE CURB @DROP-OFF 3 BOULDER EDGING � ' / � FXi • � � ,� , L-610 , y sri / • 6 RAISED GRANITE CURB @DROP-OFF • I ■ \\ ; I; ; \\ �; o o < 2 4 SUGAR SHACK STONE STAIR - PLAN AND SECTION / // "' 6 MOVEABLE TRASH \ z x:—' 7 - RAISED COBBLE CURB @ RAMPS �I g L-610 •7 ;;' • HANDRAIL @ SUGAR • ,/ AND RECYCLING \ SHACK STAIR 7 BENCH WITH ARMS 5 II ® '`'` / -- ti �' • 3 L-612 n SITE SALVAGED TIMBER EDGE AT PARKING LOTS II i l L-611 • o AND BACKREST / z� - � •• NATURE PLAYGROUND WOOD POST / 1 � o � 5 175 SF / ,� � /' � _ 1 I;;;I', � '�, � 1+1}l �� ;�� , AND RAIL FENCE - — — — — — — — — � ' ' ` n x . r , �I � f � SALVAGED TIMBER CRIBBING ® v r1 r` ®I;;'I • \ y \ _ / _5 RAPTOR LOOP ENTRANCE I F i L-610 / SALVAGED LOG BENCH WITH BACK \. - �-;, _ ,�';'�' /` '.,�: ./ x � , ASPHALT WITH CHIP SEAL \\ EXISTING DEER EXCLOSURE AREA (NIC) �/' r: ;'' I \ / °�` / L-601 SURFACE I J�� I • 1 QP • L-612 o SALVAGED LOG BENCH I // / •I I • y / EXISTING AMPHITHEATER RESIN BOUND 4 . / s : 6 AGGREGATE SEATING TO REMAIN F �� /,- � , �� ..t L-601 \ O STONE BENCH WITH WOODEN TOPPER \ • 10 WOODEN GATE - 6' WIDTH SALVAGED TIMBER CRIBBING ❑ / / / ,, L-610 STEEL EDGING \\ L-610 • - / • STONE BENCH WITH WOODEN TOPPER BACK AND ARMREST j CRUSHED STONE PAVEMENT 3 • If�I L-612 (MULTI -USE) WITH SHOULDERS L-601 ;' ' I • . ' / /' /' ® ;_°'' ,. �� i / o WOODEN BENCH WITH BACK AND ARMREST I ' III' I � I / / , / /, / `?. `\ /Y - ' 1 � ® "�� « / SALVAGED TIMBER 1 / / / ,/ / ,/ i '- f > ADA ROUTE SIGN e BACKLESS LOG BENCH TRAIL MAP SIGN WITH ROOF MA SALVAGED TIMBER ;; / / k / `��'\ �.�� ., ' � DIRECTIONAL SIGN ON POST .,,( • � � ',', �''^ / � • •,, - / BACKED LOG BENCH \ �/ ,/ �/ 2 L-612 1 I :ti � � •:. �—o INTERPRETIVE SIGN ON RAILING INTERPRETIVE SIGN ON POST 0 ADA PARKING SIGN ® ♦`' ,';;'; ,a�' / / , ?' '' SALVAGED TIMBER l L-612 t BACKLESS LOG BENCH x ASPHALT WITH CHIP SEAL / PEDESTRIAN ACTIVATED CROSSING LIGHT 1 SURFACE r /° E L-601 L-601 STONE PAVEMENT ON N K.y ® MATCHLINE, L-302 L-611 ' ® / , Oo o / CONCRETE BASE �. STABILIZED TURF // ° TCHLNE L 303 r`: v5� '� / MAI# 6 4 RE TRUCK ACCESS 4 o°°o°o L IN STONE L-614 ° O O °A D CAPE L-610 O PAVEMENT ONouo ?' 000 CONCRETE ,0 000 ��G BASE LAYOUT 2 r 0 0 0 0 ° �P - TYP. L-602 / • ' 00000° • / °°" 0 STONE PAVEMENT ON °o°o°o° CONCRETE BASE LAYOUT- 9 oo°o°o 1 o 0 o PLAZA o°O°o°o L-602 000 0 0 00 0 °00o00U/0 0O0 O °° FULL DEPTH ASPHALT, • / ' °°o°o o°o°o°o° REFER TO CIVIL DWG / -362 ` o 0 0 0 0 / ° 000°0°0 0 REFER TO SIGNGAGE PLAN Aax( 0 0 WOOD POST AND ROPE NET FENCE oro M M J 5 CEDAR WOOD PICKET FENCE \ zJ zJ L-609 i U U a a ALL ALL PIPERAIL HANDRAIL - PAINTED BLACK ' BOULDER SCHEDULE - L-610 25% SITE SALVAGED, 75% NEWLY SOURCED. • r— - I I NOTE: _ __ �1 I I • FINAL PLACEMENT OF BENCHES TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SETTING OF ANY FOUNDATION MATERIAL OR ANCHORING. F- i i � SYMBOL TYPE SIZE QUANTITY O A +/- 36" 54 o C 18"-30" 152 "PROVED O � Resolution Number 2-S - Date —3, 1 2-* 1 2 o ` S 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: ;f 1px a m r) pi, [1F.,J 01 Sheet Title: MATERIALS PLAN - MAIN CAMPUS Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SPmZ02 f 0 10' 20' 40' Scale: 1" = 20'-011 Pg No: \ Ii`` � �r� • ,� / p o o � I �. r • 0p0pop,r� O / • ./ ///p0000 G� 0 el 0 0 '- • w OPM, Aff- r ra s • c• •••••' • •••ww••••w• w• �i.. r •: �, `• i u i • II • • I tpa.3Mvhyvf // I MATERIALS LEGEND nk MATCHLINE, L-302 s tiny ATCHLINEL r s s -- APPROXIMATE LOCATION OF SANITARY LINE -303 CD c I I I I® I momm 100' WETLAND BUFFER M 1-1s\ _J WETLAND BOUNDARY FLAGGED BY STEVE MARINO, % L z TIM MILLER ASSOCIATES BY AUGUST 11, 2023 x. _ _J EXISTING STONE RETAINING WALL / a a STONE MASONRY RETAINING WALL ROCK OUTCROP TRAIL CROSSING AHEAD SIGN, TYP OF 2 ,t I _ o o _ o _ BOX BEAM GUIDERAIL - REFER TO CIVIL DRAWINGS TI T FULL DEPTH ASPHALT - REFER TO CIVIL DRAWINGS 1 ASPHALT WITH CHIP SEAL • 22 STABILIZED AGGREGATE (POROUS) � L-601r SURFACE L-601 - 5 FLUSH GRANITE CURB 00 /L-610 000.1 z 11 _ II a 00EXPOSED AGGREGATE CONCRETE - REFER TO ARCH DRAWINGS 0 0 0 o 0 0 O • 0 0 / ,' /76 / ,\ NNW go* FULL DEPTH ASPHALT WITH CHIP SEAL SURFACE 0 o0 o • ,hNIFIRRIE, W. , ;'. ` � � � � °O°O°� MATCHLINE L-302 I _ _, o O 0-0 �. \ / - RAISED GRANITE CURB ; L 610 ... � , :� I 1 L-601 RESURFACED TOP CORSE x. MATCHLINE, L-303 . 1 0 0 0 0 ,r • � TRANSFORMER o o°o°o w 0 0 0 0 STONE /SEE UTILITY DWG O . � � � . NE BLOCK BACKED PROPANE TA o 0 0 0 � � �� . L-612 5 : r��. f� . / o 0 0 0 0 ¢ Frl _ / o 0 0 0 BENCH WITH WOODEN i FLUSH GRANITE CURB _- t I 4 TANK BELOW GRADE WITH / �� / L-610,+ (VEHICULAR) / o 0 0 0 0 - � z � \ \ CRUSHED STONE PAVEMENT VEHICULAR { // o 0 0 0 0 0 0 0 0 �\ �� TOPPER l ' EXHAUST PIPE ABOVE GRADE SEE o 0 0 o o 0 0 0 0 0 0 0 0 - / 0 0 0 0 0 0 0 0 0 4 UTILITY DWG / \ o 0 0 0 0 0 0 0 0 � L-612 STONE BLOCK BACKLESS BENCH �I, CRUSHED STONE PAVEMENT (MULTI -USE) 0 0 0 0 / o � � 1, r, I I I STABILIZED TURF FIRE ' • i� \ O O O O O O / �r`7 � I 3 I, I,, I, ,,, r, ,,, 1, l,, r ,4 � I;; ; � , � ° � , � / , / �� ° , _WITH WOOD TOPPER • TRUCK ACCESS 1 o �,- o°o o` o // /� // �/ / �/ ' FULL DEPTH ASPHALT • • I 1 L-614 �,,,, 000000°0 -- 000000000 2 ♦ REFER TO CIVIL DWG BOLLARD - STEEL o o°o°o° o°O°0°O°o STONE PAVEMENT ON I I :,:;';,; ,'.,_ RESIN BOUND AGGREGATE ' l REMOVABLE 4 0 0 0 0 0 0 0 0 ,� / L-602 / Y. L-611 °o°o°O °o°o°o° °o CONCRETE BASE LAYOUT-' I I L-601 - '-' ,- o 0 0 0 `` opoo o , GENERATOR, SEE UTILITY DWG �� ' �� ;,' °oo°o° 3 TYP. ` \ RAMP HA -NDRAIL IRREGULAR ALCOVE BROKEN FLAGSTONE PAVEMENT ` z CRUSHED STONE _ I L-601 r . • 34 ; STABILIZED TURF 4 DROP-OFF `► . : k �: • PAVEMENT (MULTI -USE) FIRE TRUCK ACCESS L-601 L-614 ,�� \ 0 1 TRASH AND RECYCLE = a-#'` I RECTANGULAR GRANITE CUT STONE PAVEMENT x RECEPTACLES BY OWNER BOLLARD - STEEL WITH -- 3 ` i \ 1 \ CHAIN AND CHAIN BOX L-611 �� ; `,' , 2 PEDESTRIAN CROSSING 1 1\ / \ • T{a . / f�.T . 1 EXPANDED DRIVEWAY TO BE PAVED SIGNAL FOUNDATION 1 / ®. �r- ' / $ +i I I ALL \ \ l'� IiIt WOODEN BOARDWALK \ L k i3 11 • • \ WTH CRUSHED STONE PAVEMENT \ \ 1 (VEHICULAR)UP TO LIMITS OF _ EXISTING PARKING LOT L-601 \ `\ -- ' — -- ` 1 t { \ r� ' I 4 p08O°°STABILIZED TURF MATCH � -- '-�, �_�.;y 0 0 0 \ s L \ • / BOULDER IN LANDSCAPE 4 \ I \ / EXISTING WALL �, I ---------- LIMIT OF ROAD OR SHOULDER \ / / TYP. L-610 I \ ; 1 \ r : _ i I 21 61STEEL EDGE AT RESIN BOUND AGGREGATE TRAIL CROSSING ♦ 1Y _: k, _ AHEAD SIGN TYP. OF 2 \ ;';;'' • EXISTING TRAIL 1 l� ^' ' � , _ � ' � r � � I _2 TOEKICK AT WOODEN BOARDWALK x c-o-, -- 1 b \ ;;;; \ TO REMAIN \ • � FLUSHED GRANITE CURB OP -OFF BOLLARD - STEEL WITH CHAIN AND CHAIN BOX M RETAINING WALL • I L-610 RAISED GRANITE CURB @ DROP-OFF I I �N GLOB g R�O \ I 7 RAISED COBBLE CURB @ RAMPS P ` Q EX�S CRUSHED STONE, PAVEMENT MULTI -USE L-601 ;',; ;;; r ` •••. \ t ♦ I 5 ( ) � ,I I I , r �� ' � , � $ I SITE SALVAGED TIMBER EDGE AT PARKING LOTS -_ $:. � NISNEO S GS 1-60� ; 1','I; I ,';; CROFT PONDSC SALVAGED TIMBER CRIBBING I L-610 ADA PARKING SIGN' *,t ,� F �\ ® SALVAGED LOG BENCH WITH BACK L 612 F, SALVAGED LOG BENCH REUSE EXISTINGI :. + ggkk. 40 WHEEL STOP + II 1► . [ E ' #j t r 1 . ::.... — .- � _t.t _.366.0—� • !' - rub .. �. '. \ r� �- CSTONE BENCH WITH WOODEN TOPPER CRUSHED STONE #i• \/ • \ V \� s PAVEMENT MULTI -USED Je / s - / M M 5 \ ( ) li. , .a.� i' _J ® STONE BENCH WITH WOODEN TOPPER BACK AND ARMREST c� s ♦ �, r 4 - L-612 • `� _ V V V � V V — '' 1 ' I f 4 ' .„ f \ \` �/•�� ®/ / �✓ �' `— l® t I. T / , W I W CRUSHED STONE z z WOODEN BENCH WITH BACK AND ARMREST V V V V V V V V V �V V/ V L-601 ;� (VEHICULAR) J .® t� =' PAVEMENT EHICULAR i �' SA F _ = - 5 :9-r�411T�f ' / + i}. , \ 0 ) ADA ROUTE SIGN Vw VVV VVV / i 3 H \ a a • � N � ,I,1 SITE SALVAGED TIMBER �i'" ; � (O \ � p � t- r; r ' - f � � n TRAIL MAP SIGN WITH ROOF V V V V V o V V �/ V V L-611 ��O s ll fl I G 4 EDGE AT PARKING LOTS 1° • w� r I _ / V V V V V '; -+ 7 V V V ot\ ( m ® / EXISTING TRAIL:.t -� /j+, I DIRECTIONAL SIGN ON POST V V V��o V VV V ;;;', 4 i. �° .!,®� . / / I/ TO REMAIN BOULDER IN LANDSCAPE / \�" i +►'� •`; I _ �� INTERPRETIVE SIGN ON RAILING • VV V V V �� V �0 1 , L-610 � � � � � � � 1 � � ��,1��`� ,I, � f� L 608 J >✓ O � V V \ �� V I � _ � � ! ,� rr�' INTERPRETIVE SIGN ON POST STABILIZED /i I �'" • I • J L-601 zr, , ME, y T ADA PARKING SIGN / - — 1 � � V�v°VVVVV r �_ � \ • �1 r r �� \ I Z AGGREGATE �'�� 1 rrl aI r+� PAVEMENT r • 1 — �, o - POROUS /0 / I \ ~\ x, • ♦ .` I 2 / Q y V V V V (POROUS) — _ — . — \ 0 PEDESTRIAN ACTIVATED CROSSING LIGHT I ♦ ® 1. I �.._ r z 1 i) VVVVVV�VV VV '1 �� . -� • , ,�: _ �: \ 'll,' :" � ' ��'�''r -;, + �. � `� ..r � �. I #,6 0 o WOOD POST AND ROPE NET FENCE 1pi !,,.u'°"� . ® .. ar- T i • C— I I L-612 • C .a V V V\V V V V V V V V V \ / 1 �► / / +'+► ®''a t " V CEDAR WOOD PICKET FENCE / ® / I ® erli•IIII�II�II�I ■1I�IIlI — xr — f+ VVV V V V V V V V ,,, / • ,, � - -. f�� _ � � z x<, J L 609 x; F- 1 ALL ALL `7 v V V V L-607 L-606 V V V V S ', • F �' I PIPERAIL HANDRAIL - PAINTED BLACK �� 7 r r� \ � '.® \ �� t � r �a �r : �- � �. _ _ \ _ � \, I V V V V V V V V V V V `� ♦• \ I BOULDER SCHEDULE 25% SITE SALVAGED, 75% NEWLY SOURCED. 17V`VVVVV V V V NV V V \7 V ®. ; ;' 4 � \, ®• I � NOTE: V V V V\V V V V\ V \` ;;; L-610 BOULDER IN LANDSCAPE, / =�® / I FINAL PLACEMENT OF BENCHES TO BE APPROVED BY LANDSCAPE ARCHITECT V V V V V V V V -- TYP. / PRIOR TO SETTING OF ANY FOUNDATION MATERIAL OR ANCHORING. V V V V V NV V V V V V V V 5 SITE SALVAGED TIMBER \ / ' V V V V V7 V V V V V V L-611 \ / EDGE AT PARKING LOTS- / V V V V V V V V V V V V V V V �\V V V V/ V V V V V V V V V pzm \ O 00- V--V`V V Qtoo rl _ V\V 1717 V V y V \ fAp$a \ SYMBOL TYPE SIZE QUANTITY O A +/- 36" 54 0 C 18"-30" 152 APPPLOVD Resolution Numbers - o g Date 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: MATERIALS PLAN - SPRING VALLEY ROAD Date: 15 October, 2025 Project No: 1023 Dwg By: IRS Check By: GWL SPwZ03 0 10' 20' 40' Scale: 1" = 20'-0" Pg No: i M I� \ / L_ I _U i • ----- ----\----------- ----- ---- ---— — — — — — — — — — — --------- 1 \707 • I I ,rr,r Ir,r rr,r,rrlr,r'Ir r rr, \\ I V 1 1 I I � � �� • r�. ; I, ,;,,;; i,�,l;,i,r;,l,lr,i I I r,, 1 • NEW MAINTENANCE BUILDING li ® I • • 1 I EXISTING NURSERY ; 1 f AREA TO REMAIN _ _ 3 L-601 CRUSHED STONE PAVEMENT (MULTI -USE) / 1 / - Voo 00017171777417 I \� 22 STABILIZED AGGREGATE V0017VV017Vt77QV L-601 p \ PAVEMENT (POROUS) �oQ000000\7V7VvV • _ ( /, / IL -ill 4 CY DUMPSTER BY OWNER 0000171717 �-77, 1 0 n � L 7 o `� PARKING o 0 MAIN, v v v7V1717oo 0 000Qoo�o��70000 : . i ��','�.;r 0017/o0000pooQ\7a 1 \ \, oo�000�7�7000p000 I 1 � � ooQ000�7000v000� 1 o� � --- �/ 0"l000001 \ 17 %\ • 430 \ 15 I j 1 �'I 1 VVQDo17o�OoV� 1It I I I III I it I 1 17 17 0 o 17 o 0 o 17 o o o 17 V \ \ 1 V V o 17PRn OF o a 17 o 7 o o a I 1 \ IN� I 7 V V V 7 V V�tor V �o v 000007000Q V o V I.. 17 17 V 7 7 7 V 0 V 0 n / / V �i , , a k; II VI 1 ,T 17 7 1707� V A \ 1 CRUSHED STONE I if \0 1 PAVEMENT (MULTI -USE) L-601 \ \ \ \ I SITE SALVAGED TIMBER,-,f. 5 1 \ EDGE AT PARKING LOTS L-611 ' -1 \ i ADA PARKING SIGN L-611 1 STABILIZED AGGREGATE \ V A A V A A\ r PAVEMENT (POROUS) 22 M L-601: CD CD ,' pal• \ \ % uw Ld CRUSHED STONE PAVEMENT (VEHICULAR) L-601 \ \ \ \ \ \ \ \ 1 CROF SCIENCE CENTER 22 Jv0 \ \ y,`�. i 1 A I 1 I L----__-`----------------------------------------------------------- ---------------� _ -0 I do MATERIALS 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 STONE RETAINING WALL 22 0 170 L-601L21 i 0 2 6 T L-611 2 � L-611 #6 L-612 0 0 5 L-609 ALL ALL L-607 L-606 BOULDER SCHEDULE hl/1TC. STONE MASONRY RETAINING WALL ROCK OUTCROP BOX BEAM GUIDERAIL - REFER TO CIVIL DRAWINGS FULL DEPTH ASPHALT - REFER TO CIVIL DRAWINGS STABILIZED AGGREGATE (POROUS) EXPOSED AGGREGATE CONCRETE - REFER TO ARCH DRAWINGS FULL DEPTH ASPHALT WITH CHIP SEAL SURFACE RESURFACED TOP CORSE CRUSHED STONE PAVEMENT (VEHICULAR) CRUSHED STONE PAVEMENT (MULTI -USE) RESIN BOUND AGGREGATE IRREGULAR ALCOVE BROKEN FLAGSTONE PAVEMENT RECTANGULAR GRANITE CUT STONE PAVEMENT WOODEN BOARDWALK STABILIZED TURF LIMIT OF ROAD OR SHOULDER STEEL EDGE AT RESIN BOUND AGGREGATE TOEKICK AT WOODEN BOARDWALK FLUSHED GRANITE CURB @ DROP-OFF RAISED GRANITE CURB @ DROP-OFF RAISED COBBLE CURB @ RAMPS SITE SALVAGED TIMBER EDGE AT PARKING LOTS SALVAGED TIMBER CRIBBING SALVAGED LOG BENCH WITH BACK SALVAGED LOG BENCH STONE BENCH WITH WOODEN TOPPER STONE BENCH WITH WOODEN TOPPER BACK AND ARMREST WOODEN BENCH WITH BACK AND ARMREST ADA ROUTE SIGN TRAIL MAP SIGN WITH ROOF DIRECTIONAL SIGN ON POST INTERPRETIVE SIGN ON RAILING INTERPRETIVE SIGN ON POST ADA PARKING SIGN PEDESTRIAN ACTIVATED CROSSING LIGHT WOOD POST AND ROPE NET FENCE CEDAR WOOD PICKET FENCE PIPERAIL HANDRAIL - PAINTED BLACK SYMBOL TYPE SIZE QUANTITY 0 A +/- 36" 54 o C 18"-30" 152 25% SITE SALVAGED, 75% NEWLY SOURCED. • FINAL PLACEMENT OF BENCHES TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO SETTING OF ANY FOUNDATION MATERIAL OR ANCHORING. APPROVED Resolution Number )--5 - 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: r9' y y+c� yA 7z � Y A �4 Sheet Title: MATERIALS PLAN - MAINTENANCE GARAGE Date: 15 October, 2025 Project No: 1023 Dwg By: RS Check By: GWL SPm2.04 0 10' 20' 40' Scale: 1" = 20'-0" Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HLRIBERTO 3/17/2026 2:42 PM C:\USERS\FIVERAS\DC\ACCDOCS\DTSP\1023-YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-3.01 - 3.04 GRADING & DRAINAGE PLAN PLT.DWG 36" CTr)NIG nIADWPA(,KA --r' •g / i' I 1' r� - ' q `'' q`q I T-el1-1 II 14" EEcd 1 1 e-1 �>� 'hr1 I I\ I/ I I to t /. _ I 1, M ,. �'� � 1 12" BEECH I I �l � 1 l `�� ` } I I '( f I cn g f / I r� +� 1! r g e I �. f I I \ I / V I I \ ,,\ . -� I Wk � e 18AE-EC1'-I 114'I BF_- l l lI l / / // I I I I �' -' \ . \j \ e �' \ 1 \ 0� I LQ I 10 M/4PLE/ l I 1 I f 1 I_ c � � t\ �r 4 \` f` �" I I ° i i i 11 l° l 11 lI 1/ ate i (o . - �; � 1 I \ �� " 1 I f" / I I I , l / 12 B�ECI � / /I/ z \� �I I ! } 11 l 1 ! f I a I/ t 1 � II ABe` e 6" I 11 4, ! ?4" 4Ld 1 / l ! \ \ ,ti3`° / \ \ �- ? / 1 I 1 �]£�' M.�PLE/ / / I J \ I I I) I cI \\ \ \ \ \ ,- r / � "/ ! I I I I 1 g / 1 / Il ! 1 / �14" BEE�cH I 1 I � I 11" NMA, L,E `, ee `•l4"MAPLE I i I I I I f I I �` / / / / / q q \ I / / �' I / - '\ \ q ems\ I I I I I1/l / / / / \ \ III 1 I Imo, \ \ \ i P I I /�-fqf / /; 4 / // / t \ 1 I JV EE�H�r8"Tw/IN nl PLE - k. (-,' I ( / l l l 'P / 8" T IN BEECH J 1,/ f/% o \ 18" `W,,_ I,(PdIPIEI l / / i / / "r l / / / '4j��' `t11. 1 '� / i.,s �I X ` 6" 'IEf, ( /C31 1 LILEI l "/ / l / / ! / 8"M.QPLE/ / f � \ //:��\ -J / J�, �, / l l 1 l / � / l / / I / / y4/ I I 1X"MAPLE\ 4 L' -•'` )\ / ! / J l l .l I (ryb` l / / f MAPLE1 / / � �' .. \ e Q. ) ,l/ / //oI / J I 1 "� / l l l 1 / J i 1 '� �' GRAVEL DIAPHRAGM AT BASIN No. 3 \ K •,I -` -' '� ele / / / "�0/ / / I I 1 / / � / / / I / 342 04 I / ' NA WF JE)0 - lko' 0 6 N % WF 8D ■ I l*WF 9D '101 V\N(9' I ��, 4k r. \\ \ SCALE: N.T.S. 1'" �& e 1/ I l // s! / t o I J I �,` \\ ZS" MA>'_E !! , \ _.-. ,;.- / ,-5 / _.l. /. � II g16" WIWN 4CWRY / M/�/PLE/ / _/ / / I �, / ,:"' � _ \ y�y +ram __- ��, _\ __ � �...: t �.. / A�y / ! / f 1 I f 4j' / / / / nab / / '' Jv1A�Pl_E / / � r e' • - `. A yp \ \ `' , r " 3 1 "`5 \ -, , l A) // // / I J / / /^) / / ,L J /! / // / , �� / !/ / / i / / .�2 XIAP'L / 1' \ 96"VAPLE' / 1( (( / /a-,, _I.//, _ --- ✓/ / ) ? E } - f / / / / / /l l � I /l / / , i1� /`/,/ �, 1 x 33s,30 `' BOX -BEAM `'\. 1-1 " 38- \ �� I ` �� `,''/'' / lee-,,. �.11"el' -- / I o ' / A� I / /l / j A l I - i /✓ /' \` \ �\ �,, - - -- \. �° !` t\ �, 5 / / �°/ r / l l / / / / J 4'1,sr / \ 31�'M�PLE W GUIDERAIL ?EECH _ �'� ' LIMIT OF ASPHALT , `/�-SAL, f / e - 3Fj6- -- - - \ \ \ \ \ I .y-�J� r' ',J r / f , I g .,1 1(?�IAPI. F -.355-- \ \ \ \ \ e\ I - � / ,, / PAVING - I °.1,' N &J PL'E 340 94/ /V- , ,;.-- - -� 1 v7�I ,� `\ / +� � "'3 ,� ,4* WF 100 PROPOSED RETAINING WALL W/ 4' CHAIN LINK FENCING �° ATOP WALL WHERE THE DROP \. EXCEEDS 3011 TYP. �ETI.,6, ,1EVE MA, "4 TWIN A-! ti \ ` \ t -. _ �` .:-'e,: `� //, . / '• / - _ 1 J �� ..! f' ,, �� cr o, � E �' '~ ` - `' -353 - . -- - - \ 12F� M __ J, ,, / / �F r^ 74 9-- / f : s a` - M :I MAPLE :' a� � --- x 352.59 h� e\" ) ' ....i,^' ,'. A' `' / .%' .'`' ..-.. ...--. ........ _- ..-.'\ '/`,✓ , ,"'".// "/11 / \, \ "'' I - . �°,4 PLC \ \ ,� - ,r' / r' .i �', // / z °/ �b / r �. - % °. _-�/ � e \� ] 4" OA. K f , / .. • �. - il-- __ - _ s�\`o �K -3�;5 ree r,� ,',>'' 36" MAPLE / '� �i'r� __.. - - - +m l' __ PROTECT EXISTING SUBSURFACE SEWAGE 34,9.84 - - 9 -- r--- -. , ; , ,' �.1 ' � �.._- � 'LA-PL050 - ys„ o `\ - ", _� ...._. - :,-', -- ' / ,/ �,' •- TO REMAI N -` X / 9 `• `�•v DISPOSAL FIELD W/CONSTRUCTION 348.86 --- ----•- _ _ .� _ _:_- --- `'-1 / � - ' / '``s FENCING AND LOCATE & PROTECT /' . - 8__ .- `` �- �, - ,-, . 345- ~-...` ,j,r . _...: cam► EXISTING SANITARY SEWER FORCE MAIN "llf1 '- -_ - -- �-34 1 �- - _ , "" e",-,,', � Pam,/- Il` f/\,` �° / / x M __ -_ ee, r -� • FRS ;. -- - _._._ X 346 � �, ' ~r '8 i �� - ,' , - __ �.- J n1A --' ��„ tRIP� / 6"MAPLES _'- `"7v1APL i// M��' e rn -- �..•- �- .. --- - - - _ •-_ WOOD BUMPER -- / / ��' `-�-- O 41••rrfLlP `/ -- ' , -; 45- �- 4; - �-.. _ - ..- GUARD TYP 811 ,� , / / .... • .... >,�, � L 6"MAPLE , / 4�.-' �'` ,.34 .'f5 _ --- - -- � _ _. _ _ � POSTS, 6' O.C.) /' ,/ ,. .�, le '" ... j � 1. - yam/ / /, .~ .~- - C 24 OAK 1 - ,, / .... ... c 1, / �i�\ \ $,, ,'' --•' ,~- -., ._._ •-- ,,,.. ' ,� s° ram` I., ... �/ '-C`, / ✓ ,/ r / 1 -- f - - / ,N ; .. 11-t(Elt . . I/ 1 I' ".. f I .- / " .. 1. ... *.....,..., , 'ooll .-I f Dt� ' � �- --^ ~~ `-"�-- .--- ', . / �, ./ � ' -- � ®"` !r''•'� � / >✓' / .e, /� ,..P°� m M -. . . 0I'll � .� -�WIN � I % / _.., � ,° `Yti, 10" BE /-11 S _ �) I / � CX / / 341 87' /. / � 338.92- � . . . . . / �'`� k& / '''ja / J' I �� -- P9.::. d I'/2" TWI BEECH/ . / /� / / .T -'-347 . ; �m �} l dm. 4' WIDE SPILLWAY I �.. ..� �� / / / / / N / / f / / 1✓ / - . ,,\ 5 i i 'L I x 341 4�L J 1 y(B / / � r .- �,� jQ Q' x 339.78 _-_. -- , / Z r° '` .,4 I! �J" ��c LE 3410 /7 8" BYEC. H / / / / ' Jbc� / '` / / r' f �,• �f x 3 39 44-" ~~ I - - �J / \� ' ,r / / 2 '' / r ' 1. 7� N , Z .r, o / - - r /°°'' 24" MA, I_ / / BASIN INFILTRAT O _ I / / / / / / .11, / " .- � / .. � " �o r /342.�� x. ) C NO.2 STONE SWALE � / / �� l / o x 34 49 / r° ,, / .- 33 - I / I , , t `� ! f �� "J ! l / . - / / ,/ % / x'`343.OD P .s' x 34.1 51 z .- '"� -,, ell / -,- --- �� ' '- �,,� ,�,✓'`�� .�" �:': � 11: a ny �� 124"x24" GRAVEL .ze /. d ': / � -,/ / � i � ,�./LLr.v 1.7� ~ �" _._ ,"? / / f / -- % � �/ r' ,/ . PLED \ % / // / / / / / /f / / / / / ' ,-'� // / /x 33 .r 337~ _ __ - , ^-CLYi °' , �` DIAPHRAGM ' , J '' / ' \ � ; _ r / / / / / / /' "/ '/ / ./ / / ,- 1-1 ,..., .-'' . : ! P o / ", / l t„ A,1:: 11 6 MA r _. h!' 2'BEEt�t7 �R ,! // / / ''��,. =C/,- \� - �� \\ \� i �� / / , F _ -•' �- / / / / / / - / /> d/ / / ,- /r---�- /'' I /� 1 /Ir1 x 343.59.: 15' W STABILIZED I� `�' BOX -BEAM \ \\ ,�"n,I:a ',� I `.. / 3 / f. x 34E1'S4 / �- �. �� 1 r 1 E 9; s �Iv�< * WF I ID B,( A q, LIMIT OF 100' REGULATED /2U WETLAND BUFFER �,;�;1*,J '" w ASPHALT PAVEMENT W�/ CHIP SEAL (5 ASPHALT, 8 SUBBASE) GABIO`'h , FACED RETAIN1r4G WALL (SEE DETAIL`, SHEET SP-7.15) r� {)9 \ ""� ,�', \ \, \ °� M�, �� +m \ \ 'H i ' `�\-�49.14 r� 1 K lid - �, °,v Ir' f / r , / / / . / , I I" . I .1 ,f I \ // / 4) // /�f�`y� .- ti� 1' r I\ ..t // ;� , / / ,� OVERFLOW SPILLWAY 4.56 �.... GUIDERAIL j \ \ \ > a / / / / - / \ \ \ I 5`' / / ^� / f'j '%� /x '`' . -' ,\O ''a .. /.' ,, i;14" ea r , I x 343-y'3 / ELEV. 341.5 -- / _e MAP,-_-- q x 356) / / r / f / / ;%/% ;' rr ;+°" 0 �V ,'' .� � \ t j b ; ' r'"l1 I � _ M✓ � / 1/ \ \ \ \ ��'� k \ \ I ®g c ! l ! /� \ {\ 6 MAPLE 26„ 4 r / f/ / / �,� �\,�- �� / ,, „' ,�/ /�e I / /�, r�8„ /fI I I I I / /_ __�\ ,� \ \ \\ 4 nI ,/ ,-- / / ,�; TOP DRESS EXISTING ,-' p� �G\- �• / ( I el I x 34 66 ^� / )i4k.001 i I I / � \ \ �,. ' f GRAVEL LOT TO REMAIN t I / / /' / I / x 3-, \ �\ \ ,. -. `' -r - �I / - "s O. - �` ,� JI,` - / ) 0 / / f / / `/ / / , I / J `_ - \ \ \. 357.01 r �� S / I i / r / x / ' \Cj �nG ' "o/ -. J I I I e // �346.71 / '' !2 AJ'! 360.11 ,�'� ` \ ` - - 354.44 lee x 345.6- ' /,rr' 14„MAPLE -'� / / '`Mo,:r<.• ��7 r M,A L) e I 1-1 ,, _ / �° / ✓ / ./ / 8 OUTLET W - \ _ _ ,- _ -,- ' f ✓ r' 361. 'I �. I / - e _ - / / / ," / �. - 6' BEF_CH I I I I f / f �' ' / / / � r' l 4\ \ 7- I ,��;;��/ / / q• ' / , / 1 I 1 1 / / .i �; le ;// / / , -, r'i RIP RAP APRON \ \ �\ ' 1 _ _4" AK - +'12"�AK� -' �/ � / �� / , � ( 1 / X �} / J / / / / /J JVJs�w- 1-1 /� �^f�^� F.•� /% ff /y ..;� ` �� \� �._� I __- J I _ / 5 / / 1 p, 1 r : -' ' z I . "' -- / l t r r / ` \ S9y I I '" '� .' ".A4A-rL E a tk / / \ / � ✓ / /+ I - 33(5.45 45 / � / l I34 37/ I �14" p�(K. s ;.,'33'S i r< ✓,,O 'f `1 f r- --' '') 9 / , /// / 1 '' / / ! l / 2Js OAS l/, �'' / '' \ -- ! +; W367.0_i INV 364 0 r - •-- x/339.2 I 1: "" \l' .',. r /i 1 / / 30"�A� .- r ,3,•C,AYy / s� 1 ..r" BW 366.0 _ r' __ _ yY�/ 4 f -- '.- -- ,.-- .,-• / // I ` f": - d / /•s,,-'" �'C `` �.. . 1 '� / l % / / J 1 / / / -' / // / �-",,., !,•" .�' ,,_ �,- /` 0 5�I `'^ ..,, ~ '`'� .� \ •,` , jV .�' M 8 PE@8 k x 339.59 -- " \ % / xl34 8 / f / - ✓ -- �. �,. 1 K -- / ,[ -� �- 1 j I ✓° / -✓ , , .._..._. / 365.00 ✓ x 340. r / / � / / / , / / / / � �/ C f ' ✓ `- �� `�: WIN bF l - ._..J --- "� / !/�,, / / Z -Y •"I ' "''� �- 1, - / I I I ! / I l x '/ / / v 1 J l /r / f f / / r/ ./ „�11 •^< 1 I ``` / -/ -- 1�'363. 9� STORMWATER MANAGEMENT PRACTICE (SMP) DATA TABLE OBSERVED SMP ID 1-YR WSEL 10-YR WSEL 100-YR WSEL GRND. WTR ELEV. INF. BASIN #2 340.62 341.61 341.75 NONE INF. BASIN #3 367.68 369.13 369.54 NONE / - \ rer� / / / ! �*� r . r ® aril•\ l / / 6„�IEECf� I ' f �'r. \ % \ x3F�1 "�. / ' - , i-. '110 ' , / e, °*, ,,� ,,.,r,: �' " / K 3/34.�8 I / �4� 5 // / // � f 8 H D P E �\ -� f" �� .- ~' --- \ / f ,,. �,e - ` ° !> /./ 1 „ ,A / /1�1') / / 4 5 / �N x /! J I I/ (- / // ' � ,,,.,OVERFLOW OUTLET 2 "OAK _ 1 -_,. EFCH / / \ e 1 �, / . / / / r n� / A / l / / // / / / / / ,✓ ): ` I-11A, / I Y / ` y ..f `� /' / -- \ I / / , � N' 11 ,tea ,- '., / 2�gAV I / / / / A� r / / / ! / I / / l ! J,�. I �I 1 J /. f / / s �/ .:,-1, , INV . 364.3 0 I e \ ` -- , _ ,,/ J I r I .,/ ,,• 1-1 X 3.G6: 6, -- 368.38 1, / -- _ I'll _ b.26" & K / -' `.�` I / / I r I ® / l , / / / / / / I / f �'L0i' � %.. f/ ,, // I' ( /, / ° l .S/ x 36 3 ( q o ., / /' / "' _ -0 / •, r , 3 , '" '- �' f / o , - `� . / / ! '' I 1 I / / I I / ! ! r . _,1 -. ✓ i / , ?" • f , / , - r1 0:1� �. F, ! "� I ' TR L1 a KK �. / 1' l 6 6I , � M _ `1 s - j.. / � 334 89 1 „/ I / ii ii / / ,-` 14° OAK __ / f , } - ;.-.._ 1 ."' z - MgPLE _ �2 - ' .. ,� . _h" `X �18"BIRTH l E C✓I / 36 WIDE X36 DEEP � // ,,.- -,.�1 ... _ - M2 - r '-1 ----�, , 11 ' _ 6'` ; � 311 �' � �. � � MA/'PLEI l J �\ / l /�'/ ! / RAVEL DIAPHRAGM ' // f i ��' � �- __ �" � � ll e ./ ///moo,..-, - w o` �► ',� � �, e \ 4 k3 --' ,'f 3:. __ '' I 1 / _��q / ya` 18/O� J / I , / 16" -. DAI< ,�M \ ! / \ G :s,s4 x 3V< - / 1 -- „ I � -4 N / / / f / ,a11�,YKi / / _ ;' r -. ,,: - - \1 \ ._ - , w / f _i - /'' 1 -%' _ SPP-12 0 / / l-p� -- / / ' / 8" AK/ o INFILTRATION `// f -- �� %` ' / /._-- r :"e 373,0*10 5 ` m A _ 1 . F _ -_-_�_ ._. __ _.:. \ ✓ ." _ 32 -- -� / / P / > ,A �; BASIN N O.3 = - - __ __.... � -� �� ;; "ell ; - ... . /� / / o. - / / / / // / �( _ - _,'` - - - - - 6"-6A0? '5�'- - ! l l `°- s" TWIN # 73 J // / / / / r l ✓///f///��: ; I I ` " / ~--- 11 � OAI;,, / / / / / \ .,.._ -- -3 \ / , -- SPP-11 x 327.4 - -/ I ) - I I / // ! / / 1f0 /'/ / /////////o/y , I -- \ 1.�_ �n x 3 , - / / / ' .. `` I I ` E JC �/ ! ! / / / / ,///I////// f - / f / � - ~ r• I ,1 s q \ I 1 ,0\�r---1 ---- ACCESSIBLE MANDICAP o/ / / x 32.6. \ e \ / , 'J 'TWIN ECJ-I/ /// / // ,� A� / / � r 24� , - I~ s �372.29 � I f 1 \ \ / / w, ) I J J � f ( I l I / / I / / 1 , _- __- - o \ 0 ,° /, s , -1 `Z I I / 1\ e 2 - e �, I� . - _-_ 33 35 PARKING SIGNAGE / / / f I x326.49 1 - '- \ ' 1 / / / ' I t °,4 (! C / / ! / / / �' I"(i .' x / / ,, ,-' 'l° J l "�� + r -- I / 374'. 68 / ,- 25C r I14/BED H l I,1�` K ( 8„ / f J ,'' ,r.. 1 I ,, 1 1 6 I ' / IS APLE i W' �4 M J l / , 1 OI ` i BLS ,, 3C ;� f/ �- �a 4 • �.- _- *• - - „ / / / / eel / /,a y PLE•-- , I - \ I I0 ie ** .'/ / / �6 �IRC / / / / / ' ` { / l6'&)Kc' / h/ /, / / _ __ m0, / :° / ' / ,�74,61, ' "- / e -_-- "- - ,'�o \ '-- -" , \ e \ \ 1 r .f� / x ✓ , \ \ ; I / I I L I 5/ /, J! G _ ,r , _ .r J , � I / f/ '/ ,.. J, ..: / e �v�24c / / j / /' 4 - ® I - ~- �'" - e \ 1 / x 32s.32 �,..i � // , \;� // /, ,�,� ✓ /4, / / / / B"CIAAK / I ///i/,/�';,` � / I" � / / /f/'� �x s,3, - __ -� 4 a _ _- � �..._..- - . _.- --. - _ -- .- - I e '- \ # \ el // _ e f,, ,,, � f / ;' 1 4„ O K / l / 1 / l „ l / 0 o ® / �� ' ♦ / /16 " � , / / e- !)1 _ I _ -- -' ?R \ I t ,/ 328-� )/1 / /' A '' �'� / �' I6„/OAK\ / j ; r�`n r`_.,' Q 1 O - ~.� \ _ 376.63 ® I - --- x3 85�' r \ ', / e,- .,l Z / / / 1 1 / °m- ; r- 5, , / , f ,X / \ 377 10" TW IN#AA P-LE / -- �_ \ J• / l I / / // . Ni .;,' SPP 8: / q \ x 327.59 // x 327.28 J / r ' a / / I l 1 / f �/ _F a' / 1 .' / f / \ _ 8- 3� _ _ -- 0 MEN ts' '\ /1 \ ✓ / I / + o / f „ / p/> .�Y ) \ I /- / �, �, ^/ •.`. �{� \, \ / / / I d 14 ,,..,, -'"'•- f / / I ! l �1 I : /Jf J I i : :' �� 0 L ; i- m �` r7-� , l - _ / i V \ ✓ -\ / f < / 1 / x 6j x 12„ PLE -- _ _./ 6 `- - ' r '- �`\ \ \ I !� ' I R MA L E r 341/. 62 / !34 .6 !/ / / J f/ / ` , , rr / ' �^ +L7 : ' I /' / / x3'718. 7Q` \ �. r i r \ \ l // ✓ 11 / �' / lx /, Cb• f` // J 4"OAK \' x 326.62 3�^ ✓ WF�%C \ ' / / /� / t I / / / // 'r %' /✓ `"" �7 �, / 7 ® i yri" � : w = � 10 * _ x -20. 49 \ I \, 1- - � � A PLIF / r / 1( 12" HJ R � ! ' I / ® / 3Y0.,14' / % /3' � r, . • J � .,e' � �' / / Q / / �I / ,/ .. N x 380, 0 ✓ _.. . - ,. WF26, a' / (!(l (✓/, . ( , r / ✓ l !/ %/ , / t` .. SPP_ ,` ,' / , e : - ,,, \ _ ,- ' / ♦ 2 c� `R i l �., t� rp % / / l 1 / . / �✓ r. , j I _ / O / �. / \ 12" OAK J ~, � ) sz \ I 4 PLE I \�:��-N\; /(r IV 1/ // % 0 , ,.� o o 4 r ,� --•- '_ _ 26" rW�N oa 6" MAPLEA x 324 3 \ .I l 1 I i\ \ ,. e A� I l / / ! , // 1 / ...I m , 1.3 P' / /, a _ l \ /�\ .--'' x323.3 \ J / I 1 I I, \ \ i/// / . a I , ' • I O / Z L b ,�'' / zi / f _ `� I ! , / i ♦ / '� I � \ , I 43 :36 � I 1,r I ., 13 z 3 1 u,� ,f / ,M S. 325.31 --- , \ ./ , 1 126 OAK l I I l l ( . �� \ i 4 / � W 2 P 6" BE H I I f ! i 1 q l 13 ' i l I I ii t� c1Et1 ' ,.` , � r; > / / �9Q. 09 \ I --- "'„/ • �, 18°MAPLES /'e AV \ / / I \ 1'�/ , I ..III R4'.M PI . 0 1 `� ,1 �K' I I I I OI r t/ i 1 J TW 373.o x70. / /' ° jf 1 �- f 11 `y� /p� �� 6, r aPLE '- `� 1 + / / „ I I I I ; If -' w 372 i� /'° �' _ _ - .• - I ��Ij `6°APLE REINFORCED STONE MASONRY r „ ,iAA.,1.il, %'� -- / ,� ,., I x / 6,� t -- / / / 3T9.51 per.. ", M' 32 92 -14'N OA ' \ 1 / l I ] 4 BIEE 4 I I %. / I ,, 6 MAP1.,- D!-O-�)4V�`�\� . „TWIN1AAPLE e' \ s / l l l / . RETAINING WALL, I I ,� ''' !. i,°/'✓ - ,�� ;/ / / I � ,r1 r' / I ! / / 1 I / x 32s.4/ _ r�vrl Tu > �: ' - �,y 11 , J/ - - " 1 /, / BUS PARKING AREA f /1 It, Ir SEE DETAIL 7 SHEET SP 7.15 11 -. / if WF 28C I ♦ / l l / ( 0( - Q� �'a,B `, r 00 3: \ \ 32 .04 x 326.75 i �' +372.7 HERBY `,, ,� '\,' ,:323.131 a x 322.47 r 322.16 / / ] % "'7 f r l / a `. /' l l l 1 / i � �� / / I � \ � _ _ ,.,. t / 1 >r 2 .4 , I . , I - 1 . , / / # 1 I ! , � I r I I 1 ' / / 11 / \ , ! I l / 1 7 l r:' / A P 12 :1 I I I -C Ir,43a(.{�i,*. /1-�If -J ■ / / 1 „ APLE 1 \ ] 6" B ECH I / ✓ / I 4' HIGH \� L.p x '�8 ' �i - M I 26"OAK / r ` z ` \ __. ' - ! ! / F K CUT ' 1 �o//. t /'' / r : ; I _ ROC / �2�, `.- PvciB HlcgKorY e I I ///' / I CHAIN LINK FENCE, � l ,f 373 _ I I ` �\ \ ,- / I \ "*� to,,,'.,�r;: \ �` .,, � \ ``. (" 4 �.7�e I � 8 MAPLE / . l � � I ii�r ,� )11 I i I ! 381./8 \ ,- / . � I 1 / x 377.6 ,., ..._ `� .> I. inv�32 �;� e 014"B .0 l / / l 18'i, TYP. / ! /r/ o l �� . f / - I I i I I \ / 1.0 18" APLE ( 1 I;E / \3 :'` AK •;; ,..- \ ... \ I \!� 32�. r \ l ! f J / I / / / / ' /. "/ / / I r. ' /',r e' i I ] I \ \ 4" TWIh MAP E � 1 36„ ,\ 0" `mac? -.,,,a,,•, , ,", 1. ` I 2 \ M/4HL / l / / / / 1 Bt,C 1yd�811 ( 1 \ � f,, 1 / /" I r "--w ,�390-63'-w ,-I= � �.t�ir 11�RY.� � >_ 2 \ / I 3 PJ/1 1 i `� I /� '� r ' �' j �i /'L \ '/ / / ) J i I , Ep a -3 _. _ _._.. \ -- \6" n�AfiL ' � -,. f �, � wF 22r,1 �.. _- -- / / ///// 1 ,'=..`4• �' ,..� � �+,/ �' /' ,�" ' ,< I 1 \ .,.~ - L, . �.�- / 4 �\,.: ` x ) / / l 4 I "I-)K / // / / 1 ' l I �. I -._ - ' ' r 1 I I e , F SSOCIA 3 8„ MA PLO22�' TULIPu'� / 8„ TWIN 8EE`� `. ]4"1FW APE 324.72 x 32/4.37/ / j) f .x f / / ,, / / h/ / /24 9A o o , '' � -1/ / / ;1 ' r' , , I I / \ A 1 2 319.42 - \`,. a\ l ! f. f :%33f1• �7/" / / / ! J,. ` 2� G ,/ i / ' // / t �18"M/APLE I I / ,� EO 20 I / ry / I I 1 / , / /�,��' n/ , ! ^a / tih J �/ J- J`, 1 RADIE T ` / 12"'TWII�M p ,\ .> I 1 I I \,- � � �t1G�ST 319.14 / �. �' \ / �, ` r" 18 MA �., ^ / / /l / / / ` `' ` I „� 14 ELM/ .. / f 1r� 1 - ?` I / ' �' -- ` 5" MA. \ / \ \ y .,, I / i (/ ✓ i / / \ \ / / �, r / / ` 4"TRIPLEMAPLE e e I %.� •� / / / / f ��/ 6 PVC UNDERDRAIN Walkwa # Iw:. / / J / ;' / �. /- I , I 1 6"BE- x1-;� , , `� �' \ l __..... \ 20' HIC 'bR \1C I ( ( / I I f ✓ "' y / ,/ 1' _ /" / / ' r / / / . 71 \ ` ` OAK erl,.- �, , , 6„ MAPLE \ 1 \ �. P 2.�01 ( i / / 1 1;/ / ; x 9. ® k _ _ I > .._� - P 7 2 / % / / / / f � / ,. ,.. / 38 .3 I ` 2" 1WIN l PL.E, r � b CI ./ \ \ x \ \ Inv�32 ` 1 I I / ! 0 I / f , % TO DAYLIGHT W/ I xy'7.,� �! / / / ,''/..� �\ e \ `�,�. \, 8 r `� _ \ 1 l / / ! /) / / / / nI F ca I I I 1 ` / I 'r ! ' f 1 / �I , g \ .� ! O \ - - - I J` ✓/ /` ENERGY DISSIPATOR MA / F d 6 379.96 I \;,� c ! 5 a K 1 �I ,/ \ 319.30 v�, 4' P� G` P� r s' � /r / / / !/ / f / 1 J` /. f ': '�3� _._ J I H , � / / rr C� / / � , / / J r ? , � / � � �iE%�•�' Il��=�-� p� x 318.52 �3 12";RIPEPfi 3 54 yY (` �323 03 r'� ,, N E ,r , , f r i'41 � I \ �: l 1 ' { ( I 3 / J x In ,nv- M _ _, � MATCH LINE f T 371.0 / �.. ; , ,, , , A8.i � ,A / 's I / • -,� _32 INV. OU 4, �� = �� \ �r� �� :� Awe err �� , ;rr� / 9 / / . 24 OAK N!A LE /O/ >' ' 1 < r r ; , , ✓ r r , , „ l ` I 4 I /.. - - �. h :1- ,E Ta, .', - , h. . ��. „�UCf .r�,/r J//>/ e / '�% I co / �EW T E �'�zr : �, / I I' /) ( /' x318.80 1 ]4' TRIP �vIAPLE x 3i9�82 `�'1 ` h I,3r2.59 '�%/! / ! / / Ie CONCRE �/ J ' , - dx , .:. S5 /' \ 11 I 318.4a / v Inv x , /d /I /! !,� �, a IV T p .7, C' CT r 1 l c� / / / / / ,� .�. \ / r . oo c.l 1 1 ! I h / I 6,: 9 / /I c/ l S U P P O R \ '�. a / r , \1. x$ 66 I I nn "),2 \ / /, , ( (, , // \ � T� 1� ; , l / / . , , i / l l / 'tea : is r,��v 'Qn 1. / y.- ''! � sti a :d , 1 1, l l I APPROVED Resolution Number 2-!� - o8 ©ate Z� 2.6 2-5 If CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE 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 10/4/24 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 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: 0,4 NE I ✓ � " . IN 'R T N yr w 71511 1k 1.-_4-- EXPIRES 7/31/26 Sheet Title: GRADING & DRAINAGE PLAN - BLINN ROAD ACCESS Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SPm101 SCALE: 1 " = 20' Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 1/30/2026 1:00 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-3.01 - 3.04 GRADING & DRAINAGE PLAN PLT.DWG - _ - _1� v�� % 11,0\ "\ � 1' 10 - \ I l M �L ✓ ✓ ' ✓ / / ` 16� B� / [ ' ( ' '. , 6 371 �1: � j js -/ - / �-* �3� � �.. �11,�p"%. � a t �r rt \ / _� \ _ _ \ , / -- �6 �L�v� .� ) wF 22C� - i 1,/ / �° r / / / / ° ° ✓ ✓ ✓) % \ \) \ \ �` l �cc` ' ,! 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SEE ARCH. PLANS /1 ° ' ✓ ^ �, ( s1I _ \ '1 \/ / / � : I / �' \ I d I / / / Il l ✓ °✓ ✓✓ ✓// J / \, _ I S 'I NEW x 318.65 \ (-�31 /{88 ,, 6 \ � r \ ( 1 I I \ ( ) �C` j1 1 / f r / 378.37' l l l ✓ 7 f /,-, P 11 In�322 \r -. �� ( \ \ ;'\" \ �,' ,) ,� /,J"s'r',�/r f - _ o \ 1 / \ 1 1 L �O ,,) 3 \ ' t l ✓ r g d �i l� `�' ✓/ l / l \\ �, ,, \ �� , \ 1 x 32s. 7 \ \ ) I 1 \ \ \\ \ 1 \ \ \ \ \ 1 s i r //, ✓/ , , , ; ✓ 39 / ) / I / \ � c I / \ ., / �� ,w. I , ✓ ✓ 1 � I l 11111 l ✓ l ✓ ° °✓ J l / / I \ 1\ \ I � _ \ \ I O \ . \ _ I TRENCH DR. ✓ ®��0 / l / l l / I I l // I \ �, r \ 1\\ \ '' _= \)) I I 1 \ NAPL� I I I \ \I\ \ APPROX. _. ✓ >>;, 7/� p '`----�� f I % 3$4 f �'� ��®I\k ) / x 1 / 1 J 1 // l l/ ✓/ l // ll/ 11 d .,� RIM 376.0 \ � \ /x 319.05 / ! \\ \... \ I I ) ' / \6,, '`, J " I © �; w1 C� -.0 f I I ram 81. ! I l l _ '� � / 14h o K 1 1 I I 1 1 1 \ I � / ) � � :�s3.5s / � �~� 6 c. ► 37 22 1 / / / / !xl >�- �0 / ✓ I r I I I '' _, r•�� . 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I ,- I I l l I J r I - I �,, 1 ^° I III NEW TRENCH DRAIN l� w o __ �' 3�6.: \ 7 1 ° f / 396.00 �:,_r - - ( f 1 I I I I / / 1 / / / / 1 / 1 / / /1 I / _ - \ ^� II' I I I4 I 1 .,, ) / I r / I I 1 / l f 1< a0b, 8 / ( r, a I I I / d K / \ x 317.60 lb x 4„ ✓ / I ` 1 I I / / / / / \•\ .- _ ,I 318.99 / I2MM.PLIE l �,, � \1 a I 111\ 1 I) I I I I I I CONNECTED TO 3�s.1I ti� ti� 1N R F.>I 4 xd37�.s I IASH /, / ; i I I I I / \ { cu I / l I (6^T1�1/1NM /`f. / ,7 T 1N OAK l I I I d d/ ✓ \ . / \ f I - r I I 1 / \ \ 2`� 1 ( „M1�PL - IIIII I \ \ 6. p,I ;� I /� / 411 PVC / / , ' I `� ) ", / I I 1/I °/ ✓l✓ l l ! \ \ \ r ) 1 , 9. - 1 f \ w + / I I I z� a I I I "- N \ .� / 1 I 1 �, )J/ I✓ BLDG. PLUMBING 1 \ � O I, 1 � .> (s I l 1 G„ C ss s �� i � a ®� r 8„ LEI I ll/ f // l l \ �-- 1 ) �,� I� I \I I 1 llrrr✓, \ ) / 37 1a I �q M I I,� I ✓ ✓I I / /✓ \ \�. \ x 318.33 I \ I6"= W1N wf J l w "' ✓ x ��, I \ \ //t SEE DWG. P-2100 \ f o 1, - \ STORM DRAIN / W ag z ) \ 1 / ( °� ✓ ° l ! 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' 6 6" BE CH \ \ � ! / 1 I 325.86 \ \ 111 \ r \\\ ,� \ , \ \ \ `� \ \ \ \3` 1 U, I 1 if (`` ~, , / ,., \ I I \ I f )\-;-, 3 "7 J l 1 � , \ \03 ' T AE, SN 1 OU '� 1 4 ,� ` I RIM 373.0 , / / / / // \\3� \ 1 \ 1 11 1 \\ \I I II / �g _ �/ ✓ ® 1 \ �, \\� I 1 \ \ \ \ 1 I * �� I / f / 1 \ � / / ��- f 6 ! ! I \III\ \ \ --•• - ./ / - r INV. I N 370.0 4 PVC; -- /124 / `i2 BIRCH I l I l i I 1 1\ \\ 1 I I lo. 11 t I h I I I, \ o o / x ( ) 1 c7r \ l I I\\ \\ \\ l // / l / ) I i� 1 0 s, I 0 \�- / / r,. I I / " _ III \ I` \ I I. \ J\Q I ' 4 ``` �\ \ INV. IN 370.0 8" PAC \ ` ) / 111 I /I I I I 1 ✓ \ \ \\e / t �/ ✓ . x 319. ✓ I / I ) 1 I I ,,_: CONCRETE WALL \ a 1 \} \ \ ( ) °f / I J I I 1 /. I I , z - x -- __ 1.38 / / / / 327. 8 t \ `1', ' `� 1 t \ t' \ \ II \\/ 8+� f ( / I / I ✓ I 1 I I \ \ `� LM ° '�1 I / r / / > I III 1� ''' 17�� t,:;,l SUPPORTING DECK ; 'I 3�4 .,,,,. ,./I \ \ i V. OUT 370.0�( PVC) / ( \ If I I \ 16'Ic1ERdY I I I I \ I \ 116"ELM / / ✓ / �',), I / I I ) TOUIP 1 I \ \ O � i I I \ r I I / ;1 1 t 1 I 'INV. r \ \\ I I ✓ I \\ . - ..,- f / / \ \ \ 32.1.34 / I / e> B]4� 11 ) 111 I 1 (SEE ARCH. PLANS) I I I (aE� A +' - F ' _ \ \ 1, ✓ P .,- ::: - . / ! r / / I I 4 5 I ) x - , __,1 % \ \ �. / /✓ / �' , . �`°\ \ r \ I 1 \\ \ 1 \\ 1 ( / ✓III 1 \ \ f / /. x319,\ „\ I ,I )�I 1 1 1, 1 11 I 1 1 // / 14 BEE r1 ♦ / _ 1 . l / I I I , I 1 1 I I { ) d ' i ' 74.o D Co \,�h 11/ /a x \ 1 I \ I I ) \ \ I - 1 ,.. ✓ / \ / 1 12/'oA !) I I / 6" PVC UNDERDRAIN ' I I III I c� I / r 1 8 PVC SDR 35 / //f f � I \ \ xs�.33 'r^'r' 1. / i � \ , •CRY / , , 3 \ I I \ \ "1 /. I I I I I o Q o O { / r r�1 6\o',lK \\ 1 1 PJ ! ✓ \ 1/rw1, MAPLE 1 ) 1 I I 13 M f �C ,� ...,...\ \ \ 1 ✓ / / / ( / / _ , I' x a PERF. PIPE ✓ \ \ \O�\A\ / � r \ \ 3,<.4.ss� /,, � I I4 n TO DAYLIGHT W/ I III 1 , � �� 4 P C. � � � A,�L�', / µ.me••=y.�= � e, \ �� r �6 31\9, ` L /= 1 C ( d ✓ / 6" M4 PLt i 1 I I I I I "'�� 7' / 3 � ,10 \ \ ti � \ \ \ 1 �, � I + 74. ) .�. t UNDERDRAIN/ 36,�,. E � � \ \\ \\, \\ \ \ \ \ \ ✓ I ✓ 2 320.3 ,a ® \ \ 1 ( / / I l I ►: I I I I ENERGY DISSIPATOR c III I I I I I °�®dl I f �' ✓ / , \ \ \ \ \ \ \ \ \ \ 1 \ t I ) x 319.50 / / l I I 1 I I I I I I I \ I - INFILTRATION \ \ \ , ;-. \ \ \x ✓ -) r I, I l I I I--,, � /' l / 57. 5\ \ ¢. � 1 1 - ✓ \ ° / / � I INV. OUT 371.0 :,� \ I I I� '� i; ) \ 1 13 / I I I+374.75 ✓, TRENCH TYP. ' 6 11\ 1 I ,/ ✓ ��. 1323.54' / f l I � I %r I V I I ► o 1,// - \ CO TYP. \ I I ' ✓/ / ✓ / / , ti r \ \ / ° / / / { 1 1 r, \ \ \\ 31 1.2h 1 1 I` I i ' d, / d / / 1 I III x 21, e3 ,)� 7 %5 w ✓ l r : / / d37 \ I I 1 I I / / / / / / v r 07�'-6 k�.y��1\�� \ ✓ / 328.35 1 / l I (I I 4" PVC I / \ ,��, / ✓ ` 1 x / ° / \1 / ✓ -'' \ \ I / x f \ . 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El I 1 / 1r / I I \ \ ` \ \ a\ \ 1 I I I \ y / '' i ) ✓ / J I I / / I 1 \ e /I /8 14"MAAPLE ✓ 1 / l \ 1 / l d t / l ✓ / l { f I \ \ , a - -I / / I I I .I'✓ \ 4/ / / ( ' 11 ) \ \ \ \ \ \ 12'VAF / / / 1 / CLEAN OUT ALL EXIST. °o , > / / I I I I I / l/lI l I I \ \ I � I- l I . / -- 11 / ✓ l `� _- -r 8b�,' I I I 1 \ 9 \ \ 72' ✓ I )I I / 3 .2 `VIEW AREA DRAIN /--:-' J\ 1.7.E // /'' \ ' ' �d ✓ 8 .Pd 1 ld I I 1 \ \ \ \ \ .- 18"Twl MA II x( I,- I 1 I I I \ \ \ \ / / 1/ p I I I INLETS &DRAINAGE PIPE �/ � , 4 / ✓ d ' J /✓ l if \ \ \ '` 1 wF JhC / / / I l / I 1 (/ I I I 'i1! 1 r \ "�1APLE yv I ✓ \ { \ `� / l3p�S�'AtSI/1 f I I \.\ ,� '' +► 86 324.s, l 1 \5s.5 j r, / d I ,'ref AD 2 > t 1 d d ✓ ✓ \ 23 I� '' 3 �,sxl ✓/ \` / I 1 ` / ✓/r✓/ / t \ \ \ \ \ I ,� ° / /6'��, 1PIE \ I l ✓ l 1 . I In \ NATURE PLAYGROUND / TO OUTFACE, TYP. - J\ < AA /�/S.181 / / ✓ ✓/ /✓/1 I �89 \\ \ ' �2,.sa� / // 1 ry / // / I I 1 ba 5175 SF I ✓ / r- o RIM 371.5 - - \o _ .� / o, 1 / r ✓ ✓j/ // I I \ e \ \ �. /� ✓ . / / r l ✓ / / ✓ ✓ I0 !0 l l . -../ I 1 \ \ \:� 1 G69 1 Ili ,,�,� `�, ,.. '.,-' // / -- rr INV. IN 367.5 x �/ I / ✓ ✓j/ l / I I I I \ � / / I \ bl,OA I 11 \\ II / I I p \ / f �y" /n,, 'd, d I I I \ i \ \ \ r J ,//l ✓ /ll1I1/ ° r , S � 1 III I / I At�� x __ \ I , 1 I I I I I \ \ \ \ 1 r ✓327. r r l ✓ 6 1 /l/lIII Jf € /r I \ \ . -11. ., 1 /__ I -- 3 7� / INV. OUT 367.5 '� , o �Al1C r„ I tl I 1 \ \ \. y \ , / / /♦ / 4' 2�AK/ B" o` 1/ I J ✓ ° l A,''' / 11 11 / ✓ l / ' I / _, \ 1 � 1 I I I \ \, �' 1, '' '` ", _ /_.. I �...... f \I / ° / / / " h11E1 I 1 \ \ \ -. � , \. I ° / / ° / / / , / I / 6 / ,„ EXIST. DI 6 - , I ) I ( \ ° )6,,6>VA PL� - 7- q I I I � / / `f 11Al ( \ \ \ \ \�/ ♦ ✓ 1 J 7At ) ,,u / / I / l / / l , C (12 M C I )I \. \ ) / l � x / / / l / l 1 I 1 \ \ \ \ � \\ I / / I / ( l �' / / l , r, ,. - l \, -' / M 369.62 ' f ✓ / ! \ \ / / x >1 ✓ ./ 1 / ! / I 6 ' MA: / cat,onl / , I- / / ✓ r /J id ,® I RIM 363.30' \ Y\ / -,- a I o� k ` ' °/ / !I l l ✓ J Jx\3B 0\ \ �\ �\ �\ 39' \ EXISTING DEER EXCLOSURE AREA NIC I \ \ / / '\ 4 / / I ° o � rl / 2j° � / �/ // /% / /` INV. I N 361.01 EXIST: 12 CPP \ 1 �t j�'��:`�r' / 1-�"�API_E � � un� a5 �1v J\ 1 ` •.,.... ��' � > '��an �/ ✓ 1 1 I 1 I \ \ \ \ I `� \. \ / / / \ r ( a , // ✓ -) ,� l/ /11 / I 1 (: - ,� / I , ) III plan \1 \. \ / �' , // / �\/ / /\ ✓ l d / /// 0 I II \ r 8'%MA/PLE� 9 \ I \. / r / f I\ - It"C"', 1 )PL �� •�` /7 r III I I \ \ \ 1 `S� I ( / ( ) " �' �f�' . O t al , / c co ,�t` / / I I I I \ \ 6„ c4A 1 \ 1 ✓►. ,� // ,° l t\\\ / / / l,, >J/,/✓ //� I r INV. I N 360.9 (8 U/D) ,l`> C, \\ I I _Q) ✓ t '�i361 7 / INV. IN 360.9 �8. PVC 11 i I�a$�r� CO TYP. j„ ,,, .:r I / / I 1 \ \ \ x d / / //� 11 1 \ I , V. OUT 360.9 15 HDPE / _ J CO,,t ✓� `) ✓ d ) I I \ I I I \ \ w• : ;; j \ \� \ N 11 EXIST. DI 5 // �/ ✓1f�j°�lj 'R/ l �- ,%�\ w + ) I r' _ I e I ° I` ! I I \ ° \ I I I \ II ` \ / 1 M PL I I \ _. `�\ . I I ✓ l l / / I / \ 11 ' \ ✓ / I I >1 i `�6s \ _ ;t� Pam/ / 3c . �� _ o °:_____ �- s---- j' �� _ �� _ _ J . / '\1 / I I I� r I I 1 1 L 1 f \\ 11 - ,\ I RIM 350.37 1 /11 ✓ // / /� \ Local)an ✓ ' ✓ �' fi fi 1 \ � x, `� � NEW 6 PVC SDR 35 > STORMWATER MANAGEMENT PRACTICE (SMP) DATA TABLE OBSERVED SMP ID 1-YR WSEL 10-YR WSEL 100-YR WSEL GRND. WTR 360.60 362.43 ELEV. Boo- 362.53 358.00 RETENTION NORTH SW 364.47 364.58 364.67 358.50 PLANTER SOUTH sw 364.81 365.50 365.57 358.50 PLANTER - \� x �25 84 I1 \ ( l r dI 1, d / I IN , Ilov, 01I, l r } / \1., i � c. _ � - � J , ,' , � 35 ✓ , r t \\ 1) \ . \ \ INV. IN 348.5 (15 HDPE) ) , ! I ( I / / 1.., n�, "e�:,�g ,, '- _3!)ij. I \ I \ I / 0 / \ r / cs 1 1/fcK< rt / / /.. I I / . \\� / {- �� o `�'a E \ ,�� /i:_ �x I ✓ f FRENCH DRAIN, TYP. f v, / / \\ / s \ INV. OUT 348.29 (EXIST. 15 CPP) ; ✓✓ I I I I 1 11 /\ 1!f I 9S FI / / s ✓ \ x �- - - - - �''� 3 ''� F� 3 � 22 J 1 I / / / s / ✓ _ `� 25149 . / II I I 1 �. / � , / / .r \\ �/ 3 53 ._.__ � I /_ /f / / I✓/ I1 II\11 ' I \` \ \/✓ - 31_-Y\ \_ I i ; 1 �o%,,T / NEW NYLOPLAST ) � 'OA,K / // / \\.:..3�: -QCf; / ti"a�� 5x 333.1/4 M ,° / .//,r J I Off r � 'r /�, \ \ � - /' � -, n D ®''./� / L' / / r 1 _ lY I v/i'1 l 1PEE : ,_ `-0 \ \ \ _-- -' W �� r�I� ;I p D�-- . p o r _ _ /° o� I q� D AREA DRAIN � \. 327..10 - BIORETENTION BASIN OVERFLOW I I r \ I ,� �'� : ` . p� va_�.�-` rn -.- = F�i1�� 3„ p / I I 1 p D -o� __ DPI HDP pra)cl� as / RIM 372.0 C / `7 � 1 I \ \ / ;-�_ � D „ �; 15 H \ �--- � ��.-----' `�'� � I�, .::.- D 3b1 121� AKA Ii 'lank Iloi., / / J/ j ,I / ,�, 12 - �,,.3'2 RIM 362.5 \ I 1 - 1,:: o� J\ � -� "\ _ <<. ; & I I of sera Bering 1 o 368.0 ;as.�8 I 1 , ,,f x 365. x n. ll,' INV I N I 1 I E sss INV. 358.83 h I III"I I I o',- M.1f I -'�� 1),- �,1.4' .' --A_ yRaII , ap d / / ;, 1 _''�; I \ ;_.._3 1 tl� / \I21; 3 C \ str� / * ° % , 6„ / 1 / o HI K Fj � ;, .-- E N I �I,/1.19O _, r, I 3 P 1 \ ICI r 6 w , _ '. P L F-- _.. ✓ ` " i 1111 i � , ', I12 p) r;,1 r� / ,i I . / 0. - V OUT 3 8 0 .*<, 4VF 1 1 C 15', 'CPI ({�i . i I I (� � ' ;: ' , a I C I I - -._ - ,� A , �, ,✓// ° /// , / x c� ,► �, �.3 ' I �1 / f 1 ) 'I \3 / r �: s�� 12 8 PVC, SDR 11 /�. � J _ - / Z:!� � -'-J ,/ , - -.. NEW AREA DRAIN '. EXISTING DI 4, d 1 1 F p n r / � o s I',I/ �" s �4 . s 1 \ ,� �,,'r ;�o �` j ROOF DRAIN, P. °o � * � x 378.47 /. + , / . 9 sP A "I / / / / AD 3 / 4., OUTFALL � % NEW DMH 2 , t j o 0* ,- ✓ : -f L o1-1 -- / / ✓f ✓ ✓ / TO REMAIN ! RIM 362.3 ,) J° 0) ,-. / / / ' / i x 36:,. ,"\ I I' Dralnl�nle E I �fi �j l IJ FZ ✓ / .� �" \\ / �', /.-' ./ / / �I p° '" / ° "_,; Rim " j3q'2 INV. I N 358.8 7/ 'y� / / ' ✓ , ,,� r?: '1 \ � ,)9 % / •� / , /' __._ �` , ,�, / I INV. IN 365.0 (8 PVC) 3> 1- { 1) r � "/ � ,� 3� . 4. .1 �- 3s0.P� II .� 1 INV. IN 365.0 (12" HDPE) / �Y r / \I x INV. OUT 358.8 -, / // / / °/ cn �1 r✓ a Gc�ED r ! / I I ! `�'5�r .o �.. �, �, " sp ;�%/,, �`, �L �� \ 8 PVC, SDR 35 f/ / INV. OUT 365.0 12I HDPE , S FiA IATES \} Y3Cr \�� WETA MN ER A1�1 I"20'/ �T , )1._1 R -.,' .! EXIST. DI 3 ; ,,o /� /'h/r/. �i° l ,� A=3- 2 / / . �``IN,` �' 1\ .� i� ', ,v,�� '` � a , / `/ P.- .�` ,- 381 ROOF DRAIN, TYP. l /C-v , 11 .✓/ 1 �) - - I ,-- I -- - - - -- - -- ---- \- ---, • ,,I X Uf - ✓/ / � m r 36k 3 ) n Ir NORTH SW PLANTER OVERFLOW -:- % � 5 . ' 3 1 / \� r /. '� I / (DETAIL 10, SP-7.14) I I I '- It,. / /`�6u one �A l' 11 I s a , ,v J I / RIM 364.50 I ✓ ' g 11 �, / / I I/ / ,e, P- II ( " C) INV. 361.42 / / I , ;,' .. •-� k :`., \ ,/ 12 PVC, SDR 35 6 PVC) / , ', //,.I / � �,! ) \ COMBINED ROOF DRAINAGE TYP. 1_' �._- ✓ ✓/ // r/ I NEW - . (COMBINED) 76 11 I r ,� W 361 NEW DMH 1 � " - ° /✓ ✓f/ . Bw a� � ® (TYP. p-F \ 'v "rI //,�,� / l9 Door° ® ,�N ,,- (DOGHOUSE MANHOLE) 8- r, .r -- , / 000< ® 1 \ -5 r 6 \, ° ` I / /- j ; / ,30000 / \ \ ``kt \ RIM 361.1 AP /E / / / �'�:.� T�1V 362.0 / \ j� � ,0 , 'O � \® '`�' � \ \ ,, INV. 357.6(12 IN) / ��°,' e, -361.8 / j �o�o. `,^,y ��11 _.,. INV. IN 354.4(EXIST.15" HDPE) FIELD VERIFY :� -.`_I \ __ ,6,� 'L.o0o e 11P O`'\ Y ) , o ,,, x INV. OUT 54.0 EXIST. 15" HDPE FIELD VERIFY -- v Z9E o r •,. ;�-. NEW ,;r '\,T' + 5.77, 3 ( )11 �f -�- _ �I o o c` , / TW 366.0 .., %'- 3 0 ° `` --j7s.37 r. SOUTH SW PLANTER OVERFLOW p I 1 ,o0U `%I o o li < (TYP.) � , .- _', DETAIL 10 SP-7.14 - I �O �� ,0 0 '.,. V0 �., 4. ,%/ :.: �, - ( ) I ® I �: '? RIM 365.5 t 0 4 \ . `'� '' ,3 5+ -.�- o.o o f ,, 5 1 f / "--�360.0 1 o0",0. 0 . '\ ,<� k� NEW _;,// 7�. 11 r,C.>r3.6 /� (6 PVC) INV. 362.42 \ � w .. - x �w `�'>> \ �6 %� \ / ., a TW 367.0 � ' \ � ,, , ;. r , J✓/✓f' START 8 TRENCH DRAIN \ � 0 �' ✓ �i 7 .Zs f r % / J / ,% / ✓ / � / \. \ x o 0 0 o r? ' P ' ,E' / -' \ / / •r- ) /-5�f,%//J✓✓� -' \ ,..,:: ` ...,�, , p�). `' - I► ®® �x'74. 21' / �'' "I 1,, �,,,, � / ° ✓✓' _ , / r,: %ii/%// INV. 357.25 (APPROX.) \ 361.16 \y� / G i TC 372.26 / r �, / .� �,-// �. MATCH LINE \, , ly �. _-"I 3. BC 371.93/ �j* / / °/ - ✓,/ �� /- !j/� Stair : �- � � 1 fit.. �� .�� Ir 9 Y / r� :1� �, c� Tc j�2:z / 11 $v \ \ / .� I t "" /2 EXIST. 15 HDPE-- \ 7,77 0 0 0 _ ,- ��•%__ - \ / 7 ` ✓ ) 1'r, /_ )�J��✓/J / / ✓,�� `* ., \ , A 361. so \. \\ 0 ® 0 o 0 . �' ; . 3 _ �'/ // l !l f✓%r// -i/ ✓✓/r- ✓r, �' f II d �`lvlor-L�,\\ \ \ o o r.. `� /✓✓ ° %/// //f ✓ CLEAN OUT ALL EXIST. �,;: �0 00 367 0 I/ t., ' `, / ° / ° // / °� % /�/ 6„IMA PL , \ 2.02\ x o 0 0 o �90 B" OAS( o� 73.3� / r /// /✓ J / 1 E4" PLF � INLETS & DRAINAGE PIPE I 24'�M P .` o Oo�,O oo��' � �,,,.- I \ / / ✓ //// / // / / I \ x s / o o a o 0 0 o c: �., \ ) o 0 o ca o 0 0 0- -! 9 �, �11 / 11 III / //�/ '/'"/7'/�''1'r// / ,��`� TO OUTFALL, TYP.., �?a,\ \\\ \ \ \ � �(c�c,�- 0 00��0°0 �,_- � � , '� . e / / 2„b -^l! ✓l //j�/�/ / ! - 12 -, \\ \\\\ \ „)' ,✓�, G) �' \ f \ I. ion 471 ]a ` re J73. f f ✓ /1 / f //// l 'I / / / ✓ 1 Pv1APLl �375.00 \ ` x\ \ pp , �MAP'LL e., ern ✓ ✓ r / ,-d 1 I EXIST. DI 2 - / II1/ //✓✓ / / ,r I� 12"MA 3\/ i\\ \ '� r " �^� > �%s x 363. r V r o / ✓ r / / / I) I Ill // 3�0.�aV A ,-" �y 1� . ,_ \\ -. I 'D00 -0 �.� ��_ � , � ��/ � f »;�.:; , , / / / 1 I I 1 I t t ✓ 1 RIM 364.69 373 \ \ \ o _. 0000c5oo 3 7•q1 \ / ��` ( x 37' ,/ / , ,/ '-, -- �✓/. )/I P ; I\ \ \`,11 ,/ ,f / i *�8" A�'LE 8" MAPL 1 n1\ / 1 n1 �a-) 07 - L30" 11 I \ � 1 ,\\ 1 _ _ . `- -..,_ -^', t,- I . .._:.�'.�,.-! -.° -- r' ',".._.,./ - 0 __6 _ o _ /�1 \ f . ,/ � '/ ` ,�� ,;,•;.s:� �/ �„ �� / I I /`� / ✓ x / / /�'/ / & v ! j / _ - Ol / ✓///// 1V1 I I / ' / i" , !�h� / 11 .1 ., , . 'T GRASS RASS SWALE 5 _ _,, EXIST. DI 7 //'/i 3 , ° a �' RIM 365.11 - 1 ', �_, I t J62.`1 SLOPE TO DRAIN I / ✓ / 37 s4 '�. o,�n �79.661 1 ,- \ ,/ �° \ . �o� INV. IN 363.7 (12 DPPE) / ,/ , nou \ f I \ __. _.__ -'- - ..-- -' \ INV. OUT 362.91 (EXIST. 121, CPP) ,�,//, "\ �, NEW AREA DRAIN I_ \ \ - `\ ' I ( t / \ AD 7 ✓ / r/ .z ✓ f / , - / // / ' l `6° i, \ \ '`: ,. \ / / 3?5, / A,4'P1 L / / ✓ f '440�!77 x I i7\\ 6., 5'- RIM365.25 ///✓ / // l/1 /f / // /° ,_ �_37�.0 ° / INV. 362.0 / ✓ / III / ✓ ✓ l ° ✓ B'yPf1�I / / ° ° ✓ 7b 377. =`+---. "+3 8 0 , *. l d I /� / x ✓ l ✓ ✓ / ° ✓ i, 377 76._Q 6C 377.63 F\ `. _ - i Ol '\. ✓ /4: /yVia„ �X/ // °✓ ° / ✓ /° ° ° / ° _ '\ ;, 3�0 I,�Q- Z ° l✓/ /.i t / l / / / 4�03. '0 / /' `, _ �--��'�^�\ / I �� / /. I )/ter/, ''i/✓ ° 0/°°✓ ° ° / JI,1`�! �� r X'>.o d IJ$ ° /// / - / / / / °rx I ✓ ° / ° 1 x oa. 7-/. s U,� \ / I �� % /� f /, / / / ✓3y�9°59 ° / 1 7' V \7 1__21___,_, / / ,� //. / / , " / / / / I / / t, I g /e� ��a°5f 6 / / / / /V / / / / / / 1/ / �\ / I ✓ / / / / / ✓ 11 ✓ / / �' 0\ ®' 710,2 ° 1/✓( III/ 11 / / / / r/ / / > l / x x I I / / ✓ / r/ t5" MR'PLFi / x ° / / '� --,,\37'�'? � / .> i /3j33� �JII,!I l / / / °////✓r ✓D, I d ✓ /' / I ✓ / 1 �'/, - ,51� p. / I l / / ✓ I I (/f031011 I I / -�,;-, , EXISTING STONE 1 /l ! 1 �-• -1 , I I / ( ) I 1 II /I /// , I-->Q!_'- ( , RETAINING WALL I I I I I I I I I I 1 ° x/ // � / �--- --37s- -- I I I 1 1 1 I I I I I/ 1 // / r 37 1 / TO BE RECONFIGURED hAfLI I I/ 1 l l I I I I I I �11r �/r /° ✓ / I. I I I I I II j ///IIIII 1 I I I I I l l l I I j 1 1 1 1�I�I/ / I✓// { I „P III p I I / /// I I I II, Ill I t��'� ' . , , , I 121C� / I / I I I ) / f / x)404.67 1 I I ✓ RECTANGULAR RAPID FLASHING ' l/// I l /1 I I I I I I I 11/ I I I I I I I \ I III I I ( I 1 I I /l l I I I// 1 1 I I I IIIII 1 1 1 1 BEACON (RRFB) FOR PEDESTRIAN / I / /✓ / / / I, I 1 I 1 I �lo"1REEI I I ` I I� 1 ` I ) I 1 { _• CROSSING � l I /�s�"f�fNA 1 1 I I I 1 1 1 // !l1111{{{ll"'4ee••,° Iy ' I //, // / l I 1 1 I I I I x)3 7.10 1 1 1 1 1 11 Ill/ II1 d1 PN` Ill / I // I 1 I I I I dIIIIj l jl I IIP 11 I�/ �I,.,.K I) r , l 1 I I f I I I I 1 r/ I I I. /// Ii, 1111f, /, i j "PROVED Resolution Number � - d S Date 2 2S CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS AP�R�VE® SEE FIRST PAGE FOR DATE AND SIGNATURE N 0 10 20 40 (I IIIIIIIIIIIIIIIIIIIIIIIIII1111111 - - 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 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title: GRADING & DRAINAGE PLAN - MAIN CAMPUS Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SPmIO2 Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 1/30/2026 11:50 AM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023-YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-3.01 - 3.04 GRADING & DRAINAGE PLAN PLT.DWG NEW DM H 1 � - ;////�, Bw �.� / I / \ (TYP.) Q j (DOGHOUSE MANHOLE) s , -" �,��,� ° ° ("N - /./fi RIM 361.1 / ! /, I J �\ . ; oJ0g., 0. �,, � �� ;eMAP,L/E / / 6'/vI�jP1E'-� TAN362.0 /T `� a°o°0 o � 10 U t k INV. 357.E 12 IN 1 INV. N 4 4 EXIST.15" HDPE FIELD VERIFY z�__ _ / �` �•' \ \� 361.8 / \1. �'o o 5 - I / o 0 0 0 p n INV. OUT 354.0(EXIST. 15" HDPE) FIELD VERIFY ''''/- �,;' Z9E °°o° ° / ," S �_ , 6 5," . 0 0 0 SOUTH SW PLANTER OVERFLOW r- � r p I "`'11 °, 000 (DETAIL 10, SP-7.14) 1 � I �� , O o °oLA of n ,.\\ RIM 365.5 I -� - /� � � / _ _- / / , 6 ' / (6" PVC) INV. 362.42 - 3so.o5 \ �s_ \ k3 \�� J 12"MA _�/, NEYV -1- \ ,� � / /� \ /'"- // START 8" TRENCH DRAIN TREE WELD, /' ` \ \ / �i - 1-''i'%-',%;✓..if INV. 357.25 (A \ ., 4 \ ` m �� ` i -- PMA�f�G�l LINE , 1s J / It / '`) / 1 / -'� (�\�//," i EXIST. 15 HDPE ,.\��•�� , \\� x �\ 3s u o00000090 / / J l % -- > >> /// / �� \ \ 3s1.s0 ° o 0 0%°0 / w y. /, // ,./ r.11 \, CLEAN OUT ALL EXIST. } \ 9 \ x ° °oo o ,W / �;. j;-,�r///f//6"(MAFLF4„ Pr I 14� P. m �` v o o°o °°9� o° o / / / _,/// / / 1 �. INLETS &DRAINAGE PIPE I \x 66 / o 0 0 0 0 o a / / / - fll/, /X /f`?'' ' / / / �`� TO OUTFALL, TYP. \ �o, \\\ \ \ � �, w - ------ W __--, / i ,'�j x �MAPU: \ \\ \\\\ � �' 375.00 2�_ 6� SAW CUT EXISTING Iv(.APLE 12"M X 6,-:. .1-' 1 EXIST. DI 2 ,a n PAVEMENT, WIDEN EXISTING \\ b'vo" \ RIM 364.69 `_754Z3o"MAP\ \ \\\\\ r 0 000 DRIVEWAY AS SHOWN, AND �8'MAfLE 08"MAFi INV. IN 362.97 \ \ \ 00"_ - �; � ° ° ° 'o REMOVE/REPLACE EXISTING x 37s. 11 s\ 0 8 INV. OUT 360.71 -- \\� \\\ \'\\�-`�`- .._.Sz\; ,j \ NEW ASPHALT 4"MIA PLE \ I I ) 368 7� 36� ,`� \ t`, - - �\le TW 369�, 36" MA,P E 1 \ �', i (GRAVEL SURFACING / 012"MAPLE I j I I) / `� .. ,` \,10 � ---_ %J 6$�`�sW �g136�g mac�'c / \ ) ( 375.63 I 1 / % / [ \ \ \ --� i i 366 Qi67 Rlrn' lCs ; \ J , , , . ( / X J I I I \ \ �,J� -- - ,n inlet 367.99 -- - / yo Nn v vv !, X 1 , -_.\ , 'j -- ,�Ae, v`:, INV V . 1. • J VJ.. %_L -1 I L/ /' Out ' ��'►�� I NEW AREA DRAIN ,, INV. OUT 362.91 (EXIST. 12" CPP) , -�-- .1� '\ AD 7 / ' / // / .i _4111yr, / I/ i k � / /// / 1,?5-j /f °a��P�l`I , I,l / / -e \ \ 0 �a-, RIM 365.25 //j / /// /I/ / I / / ! / / INV. 362.0 / r / %i / // / / / / / / �; ! / / , �\ `' \ - X 3T7��l ; i \ l l / , /ill l l/ ! ! /:/ /] r/i; !! // / \ .._ 1 I \ � / l 1 3�„ T �F/a� / // / l /' / ,4'03. G � ; ! / �> 1319 // // / -'/./ / / / / / o / I I f%/ / j /� / / / /x13 9/59 ! h / I X 108.e / \\ / ////// / / /,/ / / �, !! 00 / / ! NEW ^� ,� 1 r� 1 �r %51 s / / / I / /' /QUO / / / / / / / I! / r / . " Exist. Building I I� J / /° / ! ; / f'///,/,' / / I } / TW 367.0 r /�' . Tt - \/ s )-,, -- / / - x �' I _ x 37712 New Drop -Off Dr I I III I l !/ !! ! / ! //� ///// �/ / // � M� 74.2 ,,, \• ,/ , - 1 ._. . l I 1 I l I ! / ! ! / -,-_ I I I / / / / / � /�. ;- -. I5 ! / ;f! /f1I l //I /.(o3or I I / �. I / L TC 372.26 r. d / / l / / / I I �� Q� 37 BC 371.93/ ,: 1 i --; -', ...f.: I i l 0,�1/ 1 J 1 1 /III f I( `' }` 1 I I 1 I I I / r1 f/ `b / \ ...- l // / 1I / (1 1 ! I I 1/;I // 3 / I 1 I ,.- I l / I I / I /� ,� , i %75.-- \ r 1 I -- _, " / ! / 36" #! 11 I I I I I I I I I I I '/ 1 // � //�� -''� 3F.88 �, \ ... ,. !. l � 4.19 / ' -376- - 1 / 1 (� / ��..�2 1 1 "�hA�L� I I I I' 1 1 I I � I �;.'I ,. ,. 1 I I I I! I I I l l (I ` I I I I I .+� /! k,'In \� 'y / / ! I I I I I I 1 / 1 I I I III I L I 1 /I / l I I'. / I 1 I I 1 Fil�I / I 1' - - tU. I 8" OAK � 0 73.33 / 314\73 I- I I i 1 21 P1 / 1 1 I I ! I I I /// // x 1404.67 1 ; I , Qv -, X 3� I I 1 1 / r/ I l I I I I I I I I I 11 ( �/ s� _- 3> 3T9.�5 1 I 1 1 I III 1 I I I 1 I 1 1 I I !I I 11 'cP. 36�.2 /,� �- ,� / ��' i AREA OF PAVEMENT III I 0"IRE 1 j I 11 I I J i I I �\ I -ON \ I I 1 I RI 1', 1'I \.... `` ?_1 /- ...� I I _ _. _ 1 `� f OVERLAY PAVEMENT I x13 7. o I I I I I i I ' I I I �Pn i G� t - � 1 I I I / 1 `i \ W I / l 1 I I 1 I 1/ I - `f �� \ 0 � I a I f I I REPLACEMENT I / I I 1 1 1 1 / //; G / , /- .) I I ( APPROX.) I I 1 / I ! 1 1 / / ' L //1 / _ 50 SF APPR?"'At, -- \, / / III r o I I! 1 / /! ,!/`P\ �, . .51 3 _ !/ -I ! , . I I I ! / / / r I;' � / I �, z �\ i 1 I{ l / l \ 79 I I I I rn I I J_ I l 1//./ 1 / // /, :I ro x 36 I 28" ELM / / l I 1 f '� I I 8'iCECIA / / / / - , 0'� aW \ � - - �. � / ! !III I 1 I 3 9 L 1 /"`/ / l " I -E fA l r /// �- ' // / f . I I \ 3 ! �'/ / / I 1 I I �I / 1 x �'/1/ �p //,\o/ I ! ''� \ 1 ass - _ - Drp \ x 3s8 _ _ `° m 00 1 I I I / / / / �r / . / / ,, I I I I �' _V 10 I f x 3• / G9 w I l / l ! / / I l . �.✓ ' �/ / / I) E 4 PLE x 375.53 �375.52 ! I � ,369 mac Al 91 1.1 _ I \ X I 1 , ,2r / in %/ / I „ I I I I I //// ! 9 6 J // / / / 1 x �2.77, 1 I / / / 1 \ / / a __ - i 1 1 \ r I / x 2 L M BOS l!/ / O g / I [' (� / ) r / _./ �`.I i l / / r' ' -37 - 3j \ 1 / _ t Mp) - ' -` 370.72\ / I I I / ! l '/� !! l l / ✓ I I ' I ! l / / I � I/ / i� � .\ 1 I ( A \ \ � 377- _ s 18" o / I ' � � `�� \ c \ , \ - � >s o / 1 1 I � / / I 1 - \, �, 1P12"�OA_Fi. !i / / / --- -378 \ \ \ 1 / A MA 1 - -368 368.25 (1 v B,3b0.71x 368i5� - x ,, : 1, I ERRY \ \` � \ \ 1r / 8 .21 y // / / / / G / ! I I ✓' I I - (1 /.` )/ /379- �\ \ ! /M 6 368.41 to NpPEI - - - \ \ _ \ \ 1 �� / h t / 1 1 I I 1 )�// / / / / / ! / / , J 1 i I I I I c�1 1 i I I i I 1 1 � i / J I 380x 3 (}. 5 / / 115 - "i L ` 367.37 \ / / x E I /s { �. - L_ - -- _- `'�, \ \ l /,- "� /// l l &461. 3 I i I 1 I i �6Q / \MAPLE \ � `�75.7-3 1 �)6.6 �j I ) _f 368.87 � f: + '?vuN.L1A�Y �\ \ i / / / / ( / / ! / 1 1 /! l •r"TWI Cl/ 111.5 ' 1 \ , I - �A�'`�'-> I \ \ � / 1<I (_ �, ,i _ �",1I I i l I 1 I \ .r - -_ --367. r �`, ; �. 1 � \ - \ \ ! I /// / / / / / r I � �f f 1 / \\ \�\ \ „ M E'�-6" M PL I / \ / + - 1.8 .. 1 i - / 1 / / / ! / / ! / I ( I I I \ �6 / / r.\� �� / '�' t� I I I I 70.04 367. (i' - , - - -.:-' , , - \ / l 1!! 1 / l l ! /1 i I I 1 sr9 / 3 �� `/ J I I fl '' \ / OHW''� 36 1 , . \ . / / / ). / r f / / / I f / 6 / �\ "MAP \ 1 �-'- I 1 � 1 )X:.3b3->-- y-�0:3.,,:• % � \ � I /- // / ///� 9� / / / / / o`o ! 1 I i 1 / J ! / _ \ _ - - it ' , \ \ �' I ! 1 // / / / / /.1/ I / / / / / / °` ! l I - I f I / / I \ / s� ��` 37 - _ �w �` off -� _ \ ( x 370. 1 \ I I / ! s ` 1 I 1 ! / ! ! / 1 1 I I I I r 1.4 0 I �,0'�APLE �,', \ � 1 ! �✓ / / / % , / / / / / - / I/ / x 3 / .f 3�o f , � '-- `- „ o � \ \ Qk -3Z'3 � VV J \fit \ z6„ELM \ \ 1 1 I j I / -' > ( / / / / ,- /'(I ! I 1 ! / / / // ! ' / / / !/ / I ( I �1 I '� ..I _o u I �8 / RY \ I / / \1 I to \ \ 1 / / I / / 1 / ` `3o 56 / / �� 2 373. x oNw 4' T 2" Q1�AD ® ` �x / rain Np _ r /. 1 x 05140 / I - - 1 z - I I / x / 47/ 92Py } 371.85 ON �pAK� ' /36�p 3 ,-.88 -3636 4 4 (15 N0.PE) ` �, r r 1 I I3 I / \ I J x 3� 4 ! !� III !/!! / ! Il f ! I I I I (` I I o / >•j / 1 /1 6 Y6/x � ti _- A'' 4 (b PE) E) I 1 ) 11/ / / l , / / ! I 1 I 440 .87 1 !, _ I 7 , / ,,,� 1 - / , / 3ss.54 to 365 Hq \ 1 ^ / / "I �1 I / ! / I ., I I I 1 } I x 373. 2 / 4" - 1 / LP 4 (15, ! I / I/ I l l / 1 °-& x 373.7a OHW__+0H / // 1n�`3` 36 ', I l l I ; / x 40 .801 I { I I I '=- -` =-. w ____�f;,�-o,�w-- --o a 20"/ z/ 1RIPLE B] / // + s6.70t'� t �s\ _\ \- x 3� 1.2� I/ 1 1 I I I/ a, f 1 I I��I 1 I I 1 1 I I i I I I I I I / / - - oH*_-- / ,ti6!Q1 - 366.0 N 64 8 As ! I 1 � / ! I, I 1 I I I I \ 2" H I I // i" Al\ 1 f I 1 I i g I l )a ' -._ , >.:. - 37g,5 / ! // x 367.27 \ l \ \ \ o N 8l, oA I ! d / �\,\\\ l i ,1 I I I I I I I l l 4" PINE \ - (; t l / /4 PINE O l / \ \ r` 12" M PLE I I I I I I I i ) 1 / I I 1 I I I 1 1 I I / / 4, r 6 24„ P\ E 36Fx38 \\ \ I ]0" PLE I I I I I " 1JR EY1 ✓/ \Il ( ({ !. I 11 I 1 I I: I I I ` x j40J.64� x I �t.'1 l4" P`fNE 8„ PAP,- i 7 �� I \ \ - :;,; 6,. P, r '► ,y., U 6 ., \ 1 / I I\ �„ ANLE � I (�, I I I ! `•I 1 1 1 1 i t 1 1 I I I / \ 1/ / '' + \ \ i k 2NRE 1 9 `., 1 465.67 I I � / �? !�E1D/I R Q \ 1 I / � -\ \ 1 I ^o / � . 14 � I 1 1 11 I x 7 J i- _06' PINE 368.� ! „ / / / / / / \ WIDENED y lx 367 69 + / \ \ I / \ \ \ � r 1 II °e I ,�i 'e- _ �� / ;�/ ) -367. 6�(7 vq ,Y I0A w I i 1 i 1f'4 rr-LL ( I4" / ALE/ / / I / \ \ \ \ \ 1 1 \ 1 I I 1 DRIVEWAY , c� / ,/ 12" PVC SDR 35 ' 7 I I I - �y�� . SPt�364s2 UA , a °;q.J Q 6"MAPLE / M� L - I ! I l / I I / \ \ \ \ \ \ \ \ \ \ \ 08"� MA \ 1 p � / /x (368 26 / Et.E „ Pvc �\ .,. � i 8" MAPLEx �' APL / I I„ "; � I � � \ 1 \ 1 ,t�;` / 3 t 4 670. 3 1 l \ \\ 1 I 1 I , / �`, vR. STORM DRAIN, TYP. / / - / 365.40 %\ 1 � 1 8" A 1< T E 31 I I I 7(06 % I N/' \ \ \ \ \ \ (�, 1 1 1 I 1 \ / �' ��, _, r-�`��, x 6 / ��` / / `eLC tn� �. 1 zl� 1 1 f/ l / I8I C�AK 1 I / / /N m` \ \ \ r \ 1 \ \ `� \I. 1 \ 1 \ 0. ,J , \�,t >) �/ � \ m ,TREE / 4.,1M P I TREE 6 1 S \ \ \ \ 1 \ r / ',c;; 5�''°` ,� ,�` I- , /,.- " , - a 6 6�� r \ c / 8'!M�IPLI>` / / ,A 1, I III (� � \ \ \ \ r 1 1 , , 1 1 I STORMWATER MANAGEMENT PRACTICE (SMP) M aK� .��,C J" 1 ♦ \` ., -�� C' �X P �'ZCy ( - /i1NPP / y 6a w 5 4 Pf1AALE. I _11 I I 1 I I © ,, / ej4\ k l\ 1\ , , \ I 1 1 �s 1. I , ,, �E 12 PVC SDR 35/.,, / I I I► 1 1 '° DATA TABLE 371.a� I x 7 . c �1.� / ,; r� / / 4" 1� �A / 1 1 ' I CJ \'s' `� . . \ , 6,,Q+i STORM DRAIN, TYP. `� MAPL , 7�•3r I,,, I 1 I I f l 15� \ .N \ \ \ \ \ 1 \ 1�4"V V 1 I%f �w.l \ o ° + / ' �� ' r / Katif1' l II I E I I / I \ ♦ r 1 ' ♦ 8 368.75 P ter Ele \ = 4„ P 18I PII�IE I I ! I ,3pi 74 '' I / ( / \ \ r \ \ \ \ '�� , 'P 1 \ \ I M c� 1 ♦ /� l / onnd Wa, ah4.82 AREA DRAIN 1 4" LE '`" I I I f I I 1 \ / \3918.�11 1 :��;:� 1 0 1 28"GAK�\ �l I \ 1 �M x . 7 _ - � _ - I / / � !� 1 I 2° TREE 1121 ' I 1 I I 1 I I I I f I I i \ \ I 1 \ \ \ ' d \rwlN PLC 1: _ l„ >h� / / EXISTING AD 5 I ,,TkEE I I I I ( 1 / • K\ \ \ ,1 .rr Y \ ` ,. ,I �� , 6. I b APLY81'MIAPIl_E I I I I I I I I I / a� \ \ \ \ \ \ \ \ \ \/ /// 1 E �� RIM 368.0 h1 ► I I I I I 1 I I I ► \\ I\ \\ \\ \ �- / // / ,/ / ///I p .� I n 18 c I / I �\ \ \ \ \ 371.95\ \,.,. - `�' -POND J I 4°T�AI�iE I l Iis� 11 I I ) I I I I I / 1 a r\\\ \\ \ \\ I SMP ID \ x\\. / c- ;� x 370.77 J // / / ////,/// ►' • INV. IN 365.5 1 I I I \ \ , \ � � �, - : 3� - -' & / / / / i// - / I 4„ MA� L 21' T FE110 I I 8b. i4 I I I I I I I I I i / / Q \ \ 1 1 \ \ \ \ \ \ ' \ -x�73.01 \ \ �1. ♦ 1 // / w I I 1 \ \ \ \ - ,. C / , •-'' ..--%' .•,,. \ �� / ,//// � \.' � -� g III x �., I ✓`" 1 1 \ \ \ 371.86 \ ,. O .\ 4N\ 3 // / / _. NV O 365 5 co I� I I I I I I I I I I I I w 1 / 1\ \ \ \\ 1 3� `' - x �i.15 \ ., / /'i�✓: 363.s7®�y x 'C> T1�'r✓l �,r'r r7 19 3 1 a z I I 1 / r _�.- L� __ . l �372:�5 `�\ / / - - -' -- \� I I I Q1 /1 I I I Ili 1 \ \ \ s _... Q �' !� . -- 3• ,: 36 I 2" TREE 1 I I - + / / \\ J1/ I I I I I I �: I I I \ \ _ \` .. -\ \ / \P. 368.5 __ 24"PINE / \\ l// . ° i I I I I 0 / I I8" IV1A LEI I I 1 1 I ! I ! 1 I / x �o�.sb �, \ \ r \ \ \ �.--,- \ ( 0 � / \_ -/- � . 364.39Bw. _ 1 \ # / � I I I I I ► I I -_ ,I �, CO,1,4AU 9 BEECH / x {36 2e- 0 I + I I I I o 1 '. 374.87 "' I 0 � �\ 2' OAk x 57 . 1 I I 10. 1 12" PINE I 1 O `, .,, , � J 4"M PLE -- \ �� I i i i8PL I II I 11 �i �� \\ \\ \ Ir \ KI DETENTION 1 1 ! I I I I., I I I I r 1\ \ \\ . �, `... I ! !! ... \ 364.97 I fro x 1 '��° 1 / / SIB E H " 1 14° APLE + III / ♦ I I 1 I I I I ! ! \ ` \ O ti '',` ` 1 \M / 2"A� Fa `LE 366.0 I I/ 365.2.E laic ; 7!,, �" 3112 APLE / I 06'(MA48'I I I I I I I I II I I I 1 I I I I I I Jel / \ 1 \ \ \ ' �I BASIN #1 3� _ \, �. \ \ / .1 / I ^1 1 ( 1 48ITULI� I 2 00 I 1 \ w 3ss.b8 5 x J .8 i.n (� ..... / x 371.6s / / \ I I o1 �` •31B f I (0 I I I r ' \ \ \ } nl _ _ - / / / I ' ,364.96 x 365.24 AREA DRAIN J 1 CA I 1 ? 1 1 1 I 0, I C !' / \ 1 \ =1 �'^ - �, I 12. 'LE // ti !/ / 8" TRIPLE CHERRY I f r j\ v I I n I III . 11 I n I ( r 376.46'- zJ \ �� / l / / / / / 18" H,I� Kn 4l1 ?" MA / AD 4 I I 1 I 1 c.r I 1 I I �' I I { 1 I 1 I I 1 / ,- �, I x 11.0A51 r- 376.05 \ 1- � ROCK CUT -� I / r "\ ' I 1 1 I I3717. 4 I I I I 1 I 1 I I I I I I I I / �' I _I ` -- �2"7vi�PT�., F ` • • // / / % i / \ 365A l / / 8„ CH 2" CHERRY RIM 368. 5 I I I I 1 I I I { I 1 1 I I I { x 1394. '9 1 I l - I 1N I zl .3 1 �e`_ \ \ SLMAPLELI- L ./ / /♦ \ �c wF2A ./ I I I I I 1 13 6.rya I{ I] 1 1 1( x(38#.73 1 1 1 1 1 1 1 I I I I I\ -8N /) ffill PERVIOUS �� f 2"1G1-APLE , \ ` SOLID PIPE TO BASIN �1 � *� /j / 365.54 INV. OUT 366.0 1 1 I / 1 I I I I 1 I I I I I I I i\ / I 2„MAPL . � ` \ � ,11 \ . . \ / ♦ �yQ • > 365.21 'rS64.90 4„M�L� - I �r ( 1 I I 1 I I I „I I I 1 1 1 11 11 1 1 j I 1 1 1 I ( 1 1 I I \ \ l ` 1 - I`` 4(;1 PAVEMENT \� � 378'$, _ � `\ INV. 370.5 / ♦ o o i ll 8" CHERRY 0 I I I I Q. E 1: 1 1 I, 1 11 I I I I I I I \ \ \ / \ 1 \ 380. ` _ ° S P P-2 ` \� � \ , _ _ I; ( le -_ - , x 366.1 r' 1 ! I 1 I r \ 1 \ 1 \ \ I - I I I I x 39�.30 \ , /, ', I' ��)\ \ \ `� \ CC,\ -� \ /- '\/ �. 1l 66`- ` ( I 1 12'� E A \ \ 1 1 1 1 I I I I I I 1 I \ �4� i I \1 ` �/ � i. 3 6 M PL \ \\ 1 I 1 I I I \ I 1 I I -:`':� \\� \ 1\'w'" 1, \ •/ , #,0/ � � / 1 1 \ i 1 1 x 3b4.1181 I l I 1 � J I I 1 �\ \\ \\ \ � l/ " APLCL 365.1 365.19 / 020" CHERRY \ \ 1 I I I I I i I I/ I I 1 1 I I I I /U I x 6 7 1 © I I I 'I. a `\ \\,. INV. 373.5 \ �� ` ;,4 ,!/ / I ! 1 1 I I (1 I I I I ► 1 1 1 I C,. / / Lis . I 4 I I / I J / /.'I EXIST. POND rD k�c� ` O 365.3 '� / A I I ! / ,! / I / I I 1 ,+ /GPI 1 r�' `` wrX WF 3A ( 366.00 \ J ,� 1 I / �" A� L I I I I 3g5. 6 I I I I I I ( / 0 �I � _- 0 I\ \ fj / x 366.71 _ M E1 VI8� O�AK1 \ T f 4„ A L I I I I I � �s N PERFORATED DRAIN PIPE - \ & ,1' ___ � . I k-9 T "I65.30 8"MAIS / 8"MAPLE \ \ / 1 / / I \ r \ \ I \ \ I 1 O I � I I , x�04.73 t SDI HDPE OR PVC ��- 1 3 % I80 1f rr ♦ / / / 1 r I I I \ \ \ r \ 1 I ► I I! / a / 24" I' �' f E\ - I \ I • \._ _ -_ \ / ► - I / \ \ 1 ( \ 1 \ \ \ ` i I I I I ( I I /. \ I��:� I! - - \ I 1 \ \ 365.12 \ I / 1C W 1 { I \ \ I 4" 4A LE \ \ 4„\� 1A1f'L� \ 1 I I I I /x 39�12 / /. f \ \ is (SIZE TO BE DETERMINED) \�� 3 0� �. 0 \ � �, ( �8"OAK I ( \ \ f \ f 1 I \ \ \ 1 \ \ 1 \ \ 1 1 l f / / \ \ \ III I \ \ \ \ \ \ \ \ 1 o m \ + \ 316" A sH 1 I / / 1 \ \ \ J z s61 ! 4 / 1 \ \ `x � I I / \ \ � `365.30 66.11 1 ♦ I I \ \ \ \ \ \ \ \ \ / / ; \ �24" o K \ I ,..:368.. I I \ I _.-. I I / 1 I w \ ll \ \ \ \ \ 1 \ 1 \� 7 / / / 1 / / 40 08 / \ \ `� ':: I \ \ 12NM t \ \ i s 11 Z \ 65.14 / 1 ` - - 0 ! / 1 I I 1 � I x 377\29\ \ \ \ \ 8 13 �, `/ �/ / / / / / � 1 \ \ \ \ I ( j i \ \ � �,�y� 1 \ / !1 �� . . � ` f,� .- \ C . _-... - . --- - \ 7„ . / l I \ 1 r \ \ \ \ '�/ / / / / / / - 1 \1 I l / \ 0�J \ \ \ 1 e t I I` \ � 9\ \ \ \x 38� 81 \ . ' 38 ` .85 1 ► 0 1!J . j , \ \ \ \ ` 9 ` 3L 8. \ \ I 4- � 1- I I \ \1 \\� 1 / / / 1 I 1 1 1 \ \ \ \ rOi // ,/ / / / / / \ \I, \ o�, / 6 \ I \ r � / // - \ LQ /! I : \ \ \ 9,\ \ . \ .. \ \ x �84.4> x 12 A r �0 1 1 :, .. I I f *. 3�5 28 • -_ \ ! / � i / / , / I I / O0 4,. �✓1AF�LE 1 AP�EI / / / / I \ `��9 \ \ I \ i r I _\ \ w,.ir>k♦WF 12A ♦ %��j v'\ \ 12'\BEEkCH\ \ \38 40 \ - \ I 12" qAK \\ / ' •. • ♦ 3 .01 1 / 367.00 / Qi / I � ( I I I 1 \ . 1 1/I �'a3 / /x 397.34 \ I / , &41,`� \.` \ \ \\ \\ \ `• _ \ \ \ \ \ ' \ \ ►\ s * ! - e5.34 ♦ '�` `0 / / I I I I I w I I 1 I ICI 7 "a / `` 1 / � \ I I I - /♦ . 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I ^? \ / E _ / // / \ 1 >� / '� 10 INV. 408. I I 1 \ 1 -;� ] \ x 369.fi; RETAINING WALL + \ ! SZ1 ,/ III ll l h \ I 7s.�7 � \ \ \ \ I \ 1 1 ] I I 1 CI,_ � 1 I J \ WF7A\ I 1 - 367 2 / -// l 1 1 \6! A�LEI / \ \ \ \ \� „o _ llI I/ 1 \ \ \ \ \ 0 r r-�\ 1 //l 1 J 1 v v\\\ \ v c� \ I I I 0 0C- , ti� ,) (MATCH EXISTING) % \I x�367.21 - - / / I I 0, \ \ I \ \ \ \ \ \ \ �� \ Ill \ \ \ \ \ \ / I I I I r \ c� 1 \ -368- - - _ / J / I ( _ \ \ \ \ I8" �1A PLE ♦ 1 - - ! J LI \ 375.9d 22" PINE L \'" -y - - 1 11 1 1 - \ 34410 /I''' tl<r as]r- 1. \_. _ . / _ �� Lc� \ \ \ \ \ \ \ \ �' �-- I ! 14" MAPLE x 3s7.41 v v v - �, \ w \ 1 , \ 1 I 1 4" TOffi&P A LE \ . A �' / ,. ' a< 370.04 I \ \ �. / \ \ \ \ Z_x \ I j A / i * / \ ;// / \ \ \ \ \ \ \ \ � \ s \ \ \ \ 1 I �i I I I Ij ( ! I \ \ \ o' \ ti9 ,- Il I { { / I 1 I SPP-1 T (► \ i `--I � x 3ss.58 ♦ I \ I I I I,\ I / 1 \ \ \ \ `'-, \ \ \ \ \ \\ \\ ) 1 I 1 1 I \ . \ I I I 1 1, ► I - -- I ► \ \ Q ) \\ F 8A It \ III 1 i' I I ! \ /I r \ \ `�` \ \ \ \ \ \\ \\ \\ \ _ _ I �I I I `'•' I 1 1 \ \ I \402.21 / I 1 ' ► III I , I ( \ \ \'- \32)"o K \ I 1 11 - � ` 1' x 370.47 r II \ \ 1 / I ! \ I c.1 1 1 1 � C + 1 I 8.00 l / 10" JA L \ ,� 1 (Rn 1 1\ \ 1-1 I 00 I I I ,�, yr , I \C, / PLE , I I I I I v) \ �2 v \ \ 1 \ \ I ; I I 36°IoAKI �A014°M 1 I I 1 t► 0 \ \ 612"MAPLE I �._ _ - ` \ ` -J�y' III r , Q \ \ \ \ \ \ \ \ \ \ 1 \ W I \ l w I► ! \ / x / BEEC I I I ( 14' rwl,. E I I ,J 3;j / 14�M�PLE\ \ \ I I \ \ \ 0, \ 1 x 1. .I I I ► 0o c�� j \ \ \ / \ 369.33 / ��'\ / / I I I I I ( ,-- 7 I 1 \ / � \ / I 1 \ \ �� E \ \ %/� � d' HIC L).R� 1 0 T*,,ANLE\ A -40 1.I I I I I ► I �� \�68 ) �10 / / !// J I I I { 7�90 .r 1 3z9 013 _ - J I i',, � x � - �lo"BIRCH 1 I �" dA�/ x 400.4r \1.I� I f I ► 1 i / ; _ \ \ / / (_ . (� / / / ,/ ./ / / 1 I \ 377.46 I \ r \ x 3 5 \ I ( \ I x 0.41 )! /' 1AFLE - \� \ \ x 369.65�. 4 l / I I I I \ \ I I fl / t ,. , \ 368. 51 '') / / / / ! / I \ \ I I "^� I I I or0 `'�- B'EEC / \ / ! *- -- - 37s.85 J I �- - 13 / - 7 s7 c,+ I 1 .� m \ \ / / / r / / / I / \ $ • 1 (\\ Q' E�H f //y� 6� . - /// I 0 - - _ - _ / \\ \ \ b PROPOSED PERVIOUS PAVEMENT � �/ / // ./ / // / f �� / 1 3 2.5 cA c4 \ \ \ // \ _ / / I \ \ Q0 14 ASH / / - / 19 rt?gPLE /� " 1 '9� � � 1 � 1 \\\ I ! / j �� / i 1 \ \ ° O- _� �\ �6 \ \ \ (14 DEEP SECTION) / I ( / / / Ik 3I7s.2 x 377.4 8' TREE DEA1\ 1 �� ( �'898 alk I\ 1 �` \ ) //�3ss196 ,� \ > It 1 \ 1�\ ,-A cH \ _ 18"BEE , ~ ._` `� \ APPROX. 6,775 SF x 369.14 I i I 1 i' ' 1 1 _ ) „I -/ \ 0 I / Sp 3s 3- �,, I 1 �, 11//:) _1 1 / ,-1 .!c 84.98 \ \ \ \ -�> _ "". \ \ . l _ HI '-, „ .,, ` ,, , i I I I 377_ _ \ 32 A K I r I 1 1 1 1 '�! % f. 1� - - / / / 3 I �, \ - _ �_ _ - \ \ \ \ \ ,�✓ �` j '_'370.3� x 369.36 I 1 w 1 1 _ \ / ` / ( \ '"� \ } 1 1 1 I 1 \ 1 397_ / , c; 373`41- 377 -�\ I 1 1 ,', �I L_ / / / " \ \ \ 1. r 1 t 1 1 1 ,1 f/ ( 1 1 1 / // / r I BEECH _ 12 OAn� _ \ \ � \ \ .oi Z8Q..68 � _" ` - - �- \ \ �� \ -) HICKo7RI� \ y 06„TREE I I j (I I \ RC j. x' - - �� praln.,�'\ _ ._ 7 . is\ \ 1\1 03 M 1\ i I r/ 1 I I ` -396 - / / / - r Ilk !I //_ 4. 8 / I \ _ / --- -\ / \ \ \ \ 4 1 � ^ BIRCH 30,,, \ \ \ �5` ! 370 - _ 1 \ ) I 11 „ MAI PL E 1 / / / \ \ \ 38 \ � ,�' _'- ,� - 1 \\ 1 1 "%1"t c'� \- 395--- / // \ \ \ \ _rJ20�TREE 16"TREE / ( I If E P1EAD\ / \ \ \ �\ \ ____\1 - - 14�BIPCH\ \ ~ -_ \-- u / ,---' ��\ /\ ``\ ` i \i�\\ 12"7Gt7iPL I/ /I I I \ / _ \ \\ I I I //!f/ , 7 , \c� \ \ //// �// \ \ \ 3 ` "� \ - -383r / i ' -' i \\� \ \ ` \ \ \\ \ \ l / l / \ 8'`MAPLE / I i N \ \ �` ' / /f 3�� \ \ 19 - � \ �3 \ \ \ 1 �� \ / I \ 36"rREE 1 I ,�1/� / /ll \ --- // / t \ \ \ 4�20" BIRCH ✓ i -' ` \ \ \ \ \ \ \ \ \ \ / 0�0" OAK / / -- ! \ r \ / �� 1 1 1 I /// / \ \ / g -e I // // \ \ \ \ \ \ \ x 370.56 / .' 1 / 1 ' - \ ; \ �. \ / / \ ! ` I j I I/ /l:t \ \6" rwIIM'AI'"5/ / / \ \ 386 � - - - - - Y2 BIJ \ \ \ \ \ \� .�.. `� \ \ - I / , , / �- - \ A 1 ilf/�//%i ( y„ MAt�L \ - .- // '7i // !- \ \I-, 10„ f \H ` ` � ` „ g -E`rCH / } , \ \ \ \"' .\ \ 1 .. , , \ 6 'MAPLE 311 - - - - / � " BIRCH I ,, - - - _ / / / `- C 8" MAPLF_ \ I \ 0�"n� PL T //(c/ I I I �.9 \ // / / \ - - \ cA \ \ \ N. \ \ 1 \ \ \ ,.3> \ \ / ( � 1 'TREE DEAD l / N AI , ((t (� / \ I i I - o \ ., - _ /// / - MA�B ` - - - -' 2 "TREE DEAD / \ cp 1 �' \ / / 12" MAPLC. 9�\r r� . 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OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORYAND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE N 0 10 20 40 (J) IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 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 10/4/24 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 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title. GRADING & DRAINAGE PLAN - SPRING VALLEY ROAD Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SPwI03 SCALE: 1 " = 20' Pg No: 1023 SP-3.01 - 3.04 GRADING & DRAINAGE PLAN PLT.DWG ,/ AINg '�� / I/ / /r ° '/ °°/° ° AMAE'' ' ^O�ASN \ \. � � �.. 1�' F�cE, � t � 3 �/ /i `/r / 9 , - ., .. __W -` ��a'�� '` ` `\\ _ -. ~ `?2°OAK /o f� ° / °/ '' i��sr1 \ x 4o�6cr. ., - 'N' :I Vlv��E/ V� H� _- 1F"n1^,r'r= \ n 0 / / ✓ ,r / 8"MAPLE / 3- ~ �,M�4a7.65 _ SUBSURFACE INFILTRATION A PVC) �o .- ! ` / / / ,° / ///ff/ / / / / - - �""'�yvtnr��,125 � ,_ / /� . �•° / f / '`t/flff r / r 413.a7 - � �. � I I AND DETENTION 2 HDPE) b r / / /r E / /; r / ,, . ~ \ _ _ Cy • ° : ° f _ 1_ ..' -� ~^`' g'"e R-TANK #1-TRIPLE SD UNITS, 14 ROWS @ 10 !/ I a / 12 HDPE) J % �. ��' / / //f1// I I \ 13. _`'� - _~ ~~ ~ ., ~~ -- _ _ `�) i CHAMBER ROW. 4/ ,,f //i2"IAA I.E/ 8°ELM \\ . _ �,- OUTER DIMENSION 27.5' L x 22.4' W x 3.5' H _ _ , __ ,�%% / / / // /r f/ /// �, - \I 1,\, ' / / / \ a INNER DIMENSION 23.5 L x 18.4 W x 2.2 H. 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Lr) I \ / 2 O I f ® 9.00% �ti14., N J Q) I I I I I � /✓r r ��` `% W/SOLID MH COVER, ( ,® /e @ i '\\ \� I i Fz 6 J tt t t��, � 1.; 2T°MAAPLE c, I EXISTING NURSE H DS 1 ° 1 I i j t I RIP RAP OUTLET co `t l I o d I // /J J t�R''; PROTECTION. AREA TO REMA RIM 420.9 °° 1 I f� / Jl / l I , I ,, / / I I I I j r// l l ✓ - 1y�1R J J I I/ f \ DETAIL 4 DWG SP-7.15 ' INV. 417.07 (IN/OUT) , / h" -- 1 ,/ J 4 I +411.15 '421.00 ° ° * �F04.67 �� -.. / r t I + '�,. ,. > _,_,�rl� � I` I I I I 11 ,� o , CLEAN OUT (CO) TYP. 1L,,, EEOOGwooc 142 LF 6 PVC @ 7.7/0 ° I ��0 � `� 11 !III ° DETAIL 15, DWG I co -+ J I , J`'' / / -� 12" BOO woc r�, I r+S P P-6` ' -7 PIN� J J \ x 421.59 °, -- - o -� \ \ \ ° � S P-7.14 ,'- ��, .-o°OAKS4r�4.24°° INV. 408.63 is 1/ r 421.92 ,c� \ \ v, Id' ;j C t pI. + D J IJ 1 J J J I I I I j J �\ 75 LF 6" PVC 1.25% I _ ( ! I ai ° INV. 428.00 END UD _� ~� °� PROPOSE[ 'MAI f PARKING LOT , / / °--"--,NTENANOE START SOLID 6" PVC PIPE ° ° POROUS GRAVE ��x� I �I 26°Tl�u . o ° 42 J1277..,'� l 1 if PAVEMENT,O, \ I I 392;41 r r I j � 1 / �� PROPOSED PERVIOUS ° 22 DEEP SECTION r , I I �, t �, / I I �, ', "° ( ,' S P P-5 I 3 0 L I I I 4 I I GRAVEL PAVEMENT APPROX. 5,497 SF ARPAI IN 99.0 > >' r, \ \ 25 LF 6" PVC @ 22 11�c s#q ' \� ti'�a i (tl4" EEP SECTION \ ETAIL 1 DWG SP-7.1 ' 1s.58� 11 1 ` r+ 1 APPf 50 SF AREA) ° o ° .0 o D 'TAI C SP-7.15 ,�,°,A.�7\ \ \ �`\ \ \ \ \, ' ',r, _ III fi ,�� Fi - 1 \ - 6 ru_ CO W/ 6 PVC RISER PIPE �VG J f 1 \ J 1 �, \ \ \ \ \ , \ INV. IN 410.0 4 1 I J J l t , o a I:1 .Ira,`13 \ \ \ \ \ \ \r \ �-'r \ r I \ INV. OUT 404.5 EV H 'RGERS \ \ \\ 8 , r` LE I , \\ I` \\\ \\ \\ \- u i R=28', I I I I 1 " PL1 .1t1 I % / \ / TNP. _(2) \ \ \ \-'�, Ec�°�� 1,89 c' � �, �„M4aPL� I f J 1k 6 PVC OUTLET PIPE Ix41a6 I J J l ��J,I _-_- _ ___ ____ \ ,� 4 t u \ (�i% )\ \ \ \\j \ \ �, If J J INV.410.20 X l 1 I I I ! I I ! J J ��';� 430 n l� �' r�A P 1 \ A / 4.. , ; ,L �.a 1 12" BE- I r; . , '"`�" �� ', 140Y,4=` � A.64_, { 65 LF 6 PVC i - _ ' J> \ I12(MAPL /� I j I 1 x141f.8yo r g WAP) E i J � l �1 � ` � � � •: , � � ., 7 '4 � � I I I I J 1P a�Ec/1 l I , U D 0 . l D ° �� 1 1 Ii 1 ° I I 1 v 0 � ,. 1I ! I sir r=Z I 1► �I,. I! II Il i� II I t�i 1 :-, PP' - "S- I l / l J4/0d/./06n r I UD INV. 4280 17"nyA�o 'P./E/ IJ l/l0, , 12"EE<H717- / 4 -141579 PP 7�VG e� '7� : 3r/ � Y4 mIP I48"TbLIP 4„A ,oJP 3 / l92l.�0312/M / i _ 28"�A \ ` y /, ° 12° 1 WIN 1�1r/L�'l -'i '� -�'I cI', Ir I . fL!L '� ✓f✓,/,�/ / / �/1, f/ f /f 'r/ ,r<. /r, "1r.°- / i--. VIAPLE 3/6; " A,K 6"rw1N >1 `l `' -IIC4j796 24„I °RY , \� O/ / 38 / J / , rl ° °/ A 0 ,6�/ 1 / / / i ° / // ` J % Il °,�// r / 391. .- \ \,0 41h-4 ��'�h, .' \ J / / / ! / / ,, r ✓ 1 J J / / / r / ✓ / '' CLIT \� roe � go9- I H i/ / /r// / J,/i /l1lJIl,�f//, 1 x� SA.?2 o XTE,1`dD EXIST. STONE '/ / J J x14� . / /J I J l l! / 415,96 °�` oN �a�.6 \� x'426.72\ _ _ ,'F ! / 1 / / / / i i I J l 1 J ! `�.��. � oN S��Qs ` \ \ \ r I �u / r; REZAINING WALL4", 1 x '1, (MATCH EXIST.) o v I v v 427.71 r D� 1 / / ! �/ /, ,TOP OF WALL 424.24 /r / !� , / / r� ,! I� c._f�...1.1_.e_.1_%1� 30 _.14 1 1 x 405\51\ 30" PIr ,r \ J OAK J 1 EXISTING �'1`�� 10 x 415, RETAINING WALL° I\ \ .:... , I _ _ - _ I EXISTING STONE ; .tk x 41�.651\ TO BE RELOCATE \ _ � /. \ .��, _ � L_ _... �^ I RETAINING WALL r ~ 1 \.A \ > x (MATCH EXISTING),�.424- a TQ BE RELOCATED I ( EXISTING) I � M�4T / I 41 1.33 / ,r ° \ ,! JJJ ,✓ � ,.- l 1 i u42 xW06,61 \ `\ y. / x �Q `41\` 10 \ _--------_�399.1W3 _ - \ / t)c --- \ CID _ •,,, � � - _ ®® • ' \-_. _ _..-._-- ` "`. , l 3' DIA. HYDRODYNAMIC � ^ } - / / rr PRIMARY OUTLET rr`'� //r rr r r.' STRUCTURE HDS \ \ , I _--41t, - - �' ,;.'�/°/�/ r ( ) t ~ �.3 INV. 408.75 30 LF ,<.. _� , / r fr r o ✓ 3s.1s W/FLUSH GRATE, �'� \ - �� ` _ ~ 2" PVC @ 2.5%x 4_ MODELAR3PC -.�-----.:.?_ =__ ram--,.�;-r.�. ._ -- ��. . . -.. . ••,. __ -SECONDARY OUTLET INV. V. �� , ---. ..• -.o- G 6i' ,' H DS/AD 6 - - 404- -- ~ ~ sT �o ', '" ° , RIM 411.8 -- -" - 409.5 30 LF 4 PVC @ 5% i F�1! 402, 43 r - 4 - 4 10 INV. 408.97 x ��o - ao \1 402--- --J- '� '.R-TANK #2 OUTLET PIPES TO DAYLIGHT -y ~ WITH RIP -RAP OUTLET PROTECTION = " AP�� ; , b°-MAP�� Y401-. ( ) .- f , _. _. DETAIL 4 DWG SP-7.15 - .� _ - ._!- • ' = - ... „c,t Q `i ° 1 M 4,0a�2 INV. OUT 408.0 - cuM" � �x 402.21 NEW STONE VENEER -- - _.... - -'' , '10,;toc 1 I q \ \ ��,' J /` RETAINING WALL R-TANK #2 SUBSURFACE DETENTION SINGLE + �"OAKI \ 74"M t I I I r�� \ / / ,-' , (SEE DETAIL 10, SHEET SP-7.15) MINI HD UNITS, 6 ROWS @ 18 UNITS/ ROW - 24 � -4a 6 // _-''' OUTER DIM. 11.9W x 46.2'L x 3.4'H-- \ ' 1 ; 400.47 INNER DIM 7 9'W x 42 2'I x 2 2'H x ' ", 16 LF 10 PVC (CO 0.41 l 1.4% INV. IN STONE BOT. ELEV. 408.5 -TANK BOTTOM ELEV. 410.92 6'a - _ - / , _ _ __- _ __. __.. _ / ,-,, ,COVER STONE TO ELEV. 411.92 too STORMWATER MANAGEMENT PRACTICE (SMP) DATA TABLE OBSERVED SMP ID 1-YR WSEL 10-YR WSEL 100-YR WSEL GRND. WTR ELEV. NEW MAINTENANCE BUILDING 410.20 410.53 410.68 NONE PLANTER NEW MAINTENANCE BUILDING 409.42 410.06 410.78 NONE POROUS PAVEMENT NEW CROFT PERVIOUS 428.20 428.33 428.49 NONE PAVEMENT R-TANK SYSTEM #1 414.58 415.72 415.98 NONE R-TANK SYSTEM #2 409.40 409.90 410.43 NONE APPROVED _ (? $ Resolution Number Date z 2- °f 1 20 2S CITY OF NEW YORK DEPT. OF ENVIRONMENTAL PROTECTION BUREAU OF WATER SUPPLY REGULATORY AND ENGINEERING PROGRAMS APPROVED SEE FIRST PAGE FOR DATE AND SIGNATURE N 0 10 20 40 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 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title: GRADING & DRAINAGE PLAN - MAINTENANCE GARAGE Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SPmI04 SCALE: 1 " = 20' Pg No: PLOTTED BY: DTS PROVIDENT, LLP VERAS, HERIBERTO 3/13/2026 12:24 PM C:\USERS\HVERAS\DC\ACCDOCS\DTSP\1023_YORKTOWN TEATOWN\PROJECT FILES\DTS\1023 SP-3.05 DRIVEWAY TRAIL WALKWAY PROFILES SC60 PLT.DWG 400 390 380 370 (D Q360 L- 0 350 340 330 320 PVI STA: 3+41.83 PVI STA: 7+26.16 PVI ELEV: 371.16 PVI ELEV: 370.99 K: 12.52 K: 7.69 Cf) LVC: 100.00 VC: 50.00 0 PVI STA: 0+49.12 C? C? �_ � 00 PVI ELEV: 341.92 rna rn o m co < K: 7.51 + `V + �_ ' +to +r7 co LVC: 60.00 .. w .. w -�t- O rN 0O 0 UIff 0 j m j W W rn� rn� m.am w m W m� WII + , + r7 N 2.00� , _ -2.00% Q > WC) WLU (D U > U - o O m w , r - N (D cD N cD + u Proposed Finished Grade 00 m Y� 0 g% V. STA: 5+29.6 < M Approximate gg I ELEV: 374. 0 W W Existing Grade .' m m K: 19.99 LU LU m co LVC: 80.00 Q > r ' HIGH PT. STA: 5+29.64 LIJ HIGH PT ELEV: 374.52 C� W r 400 470 390 460 380 450 370 440 C M O (D 360 C) Q 430 > r_+ O O L1J D 350 420 340 410 330 400 320 390 PVI STA: 2+06.48 PVI STA: 4+07.02 PVI ELEV: 425.80 PVI ELEV: 410.00 K: 3.02 K: 2.95 LVC: 60.00 LVC 2 .00 HIGHTA: HICzy cT LEV: 39 c4ri.31 LOW PT( LOW P �+04.79 :0410.16 + + + +`r r N I� i W W > > m U ; j L m m w O N co o < PVI STA: 3+50.02 C PVI ELEV: 411.50 coo 'IT o Q 0 co K: 4.09 d II woo LVC: 30. 0 Uo W II O O .- Y0 YM < Q> < W - - 1 U-) N 0 •- <Lo W W mV /or- J V W \ \ + -�- hr) m r- 1z n�% Qw - 9� \`- m v w M <w CDw 5•'^ m,� w caw a ° 2.63 14% -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 -0+50 0+00 1+00 2+00 3+00 4+00 Station Station VERTICAL PROFILE: MAIN ACCESS DR PROFILE: ACCESS DR TO NEW MAINTENANCE MI 0 N W m Co QII ¢> HI CD w 1+00 2+00 3tion JA L KWAY #4 400 390 Q 380 O O N LLj 370 360 350 400 Wrif 380 Q O 370 W 360 350 360 Q 360 350 340 O -1-r Q N LL] 330 320 310 I 0 O O O Cl) I I - 00 --� _ ¢ N I LLJ 0' co � m Cl) II Y N 0 rq- Q� N C9 LL1 m cM _ W r 2+00 1+00 0+00 -0+50 Station PROFILE: WA L KWAY #6 0 I I ¢ GRADE BREAK STA = 1+43.72 CO ELEV 370.963-1 Y o T w m APPROX. EXISTING m m GRADE BREAK STA = 1+48.13 GRADE o II ELEV 370.654 J 97 ° �6• FINISHED GRADE 3+00 380 370 360 Q 350 O N W 340 330 320 310 2+00 1+00 Station 0+00 400 390 380 FTI CD Q 370 360 350 -1+00 350 340 FT1 ro Q r-I- 330 320 310 PROFILE: NATURE CENTER DROP-OFF DR o 0 II W Y Qo o W mm _ Q > U'W J r r ' 0 0 _ o a r� C.0 II r r co I I ¢ U) ' ' < Y U) < m w64 m 64 W co W Q LL > (D w r'A C30% 5+00 4+00 3+00 2+00 1+00 0+00 Station PROFILE: TRAIL #2 (LAKE EXIST. WALKWAY) 380 370 360 350 FT1 Q Q 340 330 320 310 -1 +00 470 460 450 440 C_ O 430 C) Ld 420 410 400 390 5+00 N �- tvjGil 11CSiP$ r 1 s- - 0 100 200 400 z KEY MAP SCALE: 1 " = 200' Resolution Number-yB Uate 33 ��? rs ZS 0 30 60 120 SCALE: 1 " = 60'h, 6'v 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 10/4/24 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 01/30/26 Issued for NYCDEP Review 03/11/26 FINAL ISSUE FOR DEP REVIEW Seal and Signature: EXPIRES 7/31/26 Sheet Title: DRIVEWAY/TRAIL/ WALKWAY PROFILES Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG SP=105 Pg No: 'LOTTED BY: DTS PROVIDENT, LLP VEHAS, HLN1k5LNIU 1Z/1Z/ZU•Zb 1:21 PM U:\USEKS\HVEKAS\UG\AGUUUCS\UIS1'\7UZ.5—YUKKIUWN IEAIOWN\PKUJEUI FILES\UIS\1UZ.5 SF'-4.U1 — 4.U4 UIILIIY PLAN FLI.UWG 5 J < h.> \ , f � N, 24C L� . 1 / WF 27C 1 AK . 1= . . s ' WF 26C WF 23C BY- WF �S FLAGGED TES 7L �Y A1LL p A S l , 2023 M B-� Inv�32� ,4Inv�32� 5 J Inv�321 - O$ ® /' 0 i pvL ♦ � I (9 )�4� 3� 1.7 I F,tjG �321 •$5 � WF 22C I ' 6" P Inv,322.29 .. PVC InvG322 44 47 6" PVC UNDERDRAIN 32270 r; TO DAYLIGHT W/ ENERGY DISSIPATOR MATCH LINE INV. OUT 371.0 6"P`'322,59CONCRETE WALL 1 Inv_ SUPPORTING DECK 1 (SEE ARCH. PLANS) 1 APPROX. LIMIT OF DECK ' ABOVE oo ; �\ �`" ' r NEW TRENCH DRAIN �% — uFF r.r)KInlFl^TPn TCl I , r WF 7D WF,Dw'',� X'01 « a WF 8D w r �WF 90 xA WF 10D e BY OGIA7ES NpS i GfIM HALE ASS ♦. VJEYLP, Np,RINo' 23 STEdE SST j 1 20 - WF I ID BY /\UG s 12D ar r►., o>sWF 141-; r, now NNW r'Al ' I ,F 12:1 . ROCK CUT le .00 01 NATURE .01PLAYGROUND2,188 SF TRANSFORMER c / r 1 / J — — — ?U 1 A� r EW a,4 --- ' TRENCH DR. o c3 RIM 376.0 1 / �YX ` CRi\r��C�` ^nr m i�f f 1 j f,, I INV. 373.0 / �, , e � `� "�' APPROVED Resolution Number 2- d Date -�> 1 2!� 1 2. N 0 10 20 40 SCALE: 1 " = 20' 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 10/4/24 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: UTILITY PLAN - BLINN ROAD ACCESS Date: 2 July, 2024 Project No: 1023 Dwg By: RCC/HV Chck By: MSG Pg No: SP401