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Home My WebLink About1000-123.-3-2.1 To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: March 19, 2025 Re: LWRP Coastal Consistency Review for THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE &THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE SCTM# 1000-123-3-2.1 AS PER REVISED SITE PLAN &WRITTEN DESCRIPTION RECEIVED 12/23/2024 Twin Forks Permits on behalf of THE WILLIAM E. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o WILLIAM E. GOYDAN, TRUSTEE &THE KAREN B. GOYDAN REVOCABLE INTER VIVOS TRUST, c/o KAREN B. GOYDAN, TRUSTEE requests a Wetland Permit to demolish the existing two-story dwelling, detached garage and other surfaces on the property; construct a new 3,287sq.ft. footprint (5,802sq.ft. gross floor area) two-story, single-family dwelling with an 865sq.ft. seaward covered patio, 167sq.ft. side covered porch, and 149sq.ft. front covered porch; construct a proposed 16'x36' swimming pool with 8'x8' spa tub; a 1,357sq.ft. pool patio surround with steps to ground, pool enclosure fencing, pool equipment area, and a drywell for pool backwash; construct a 752sq.ft. two-story detached garage, gravel driveway and parking areas; install an I/A septic system; remove 23 trees and plant 25 trees on the property; and to establish and perpetually maintain a 25 foot wide vegetated non-turf, no fertilization buffer area along the landward side of the wetland vegetation. Located: 1645 Marratooka Road, Mattituck. SCTM# 1000-123-3-2.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,. as well as the records available to me, it is my recommendation that the action is CONSISTENT with LWRP Policies and, therefore, CONSISTENT with the LWRP. Preserve existing vegetation to the greatest extent practicable to further Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney Town of Southold ; ! D. LWRP CONSISTENCY ASSESSMENT FORM MAR SUu t!,vLD TOWN A. INSTRUCTIONS t PLANNING 80ARD L All applicants for permits* including Town of Southold agencies, shall, complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold- agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2; Before answering the questions in Section C, the preparer of this form.should`review the exempt minor action list, policies and explanations of each policy contained in the:Town of Southold Local Waterfront Revitalization Program. A: proposed action will be; evaluated. as b. its st Ali—a it beneficial`and:adverse ffects:u on the a asfal area hich inclu es all of Southold ow8 3 If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. 'Thus, each ansvv k must lac eUlained ut detail,Iistln ,both suprport ng and non- surinorting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it sl ' not`be vndeetakeq. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# . 1000-123-3;2.1 William E. Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust PROJECT NAME. and Karen B. Goydan as Trustee of the Karen B. G,oydan Revocable Inter Vivos Trust, The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees l. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity,agency regulation,land transaction) EJ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification:. Nature and extent of action: The owners are looking to demolish the existing residence and improvements and construct a new residence with accessory structures landward of the existing structures on the waterfront property located along Deep Hole Creek. Wetland Permit Application MAR 3 2025 1 Owner:William E. Goydan Trust&Karen B. Goydan Tru t Situate: 1645 Marratooka Road,Mattituck SCTM No. 1000-123.-3-2.1 Southold Town Board of Trustees Proj ect Narrative: Demolition of the existing residence located 40'from the wetland limit, 30'setback to the existing deck, detached garage and other surfaces on the residential zoned property. The owner is looking to construct a new two story single family residence with attached, swimming pool,pool patio and detached garage. The proposed habitable space of the residence at 3,287 sq. ft. footprint(5,802 sq.ft. GFA)will be located 75'from the wetland limit;the attached rear covered porch at 865 sq. ft. footprint will be located 65.3' from the wetland limit'the pool at 576 sq. ft.will be located 90.1'from the wetland limit'the pool patio at 1,357 sq. ft. located 71.6'from the wetland limit;pool equipment located 96.7'from the wetland limit, pool)dry well located 87.5'from the wetland limit,detached garage at 752 sq. ft.will be located 100.2' from the wetland limit; south covered porch at 167 sq. ft. located 98.6'from the wetland limit;front. (west)covered porch at 149 sq. ft.located 117.1'from the wetland limit,port cochere located 123.9'from the wetland limit; site dry wells for the proposed structures located 94.4 and 57.2'from the wetland limit; gravel driveway and parking areas and UA septic system located 127.4'from the wetland limit are proposed. The project will include the removal of 23 trees and the planting of 25 trees on the property and the establishment of a 25 foot wide no turf,no fertilization,vegetated buffer along the wetland limit. The project has been designed to balance the increased wetland setback for the proposed site improvements while meeting the zoning code required setbacks from the street. The topography for the property slopes from the street to the water which further challenges the placement of structures on the site. The property is a wide and shallow,therefore in order to maximize the wetland setbacks for the improvements,while meeting required zoning setbacks,the house has been oriented in a wider configuration with a swimming pool and garage in the side yard of the residence. Most residential properties locate the swimming pool between the residence and the water thereby providing maximum privacy for the pool behind the house. However,given the shallow depth of the lot,the pool and detached garage are placed in the side yard of the residence. This placement of accessory structures in the side yard of the primary residence required a variance from the ZBA,granted by decision no. 7882 dated February 20,2024. Further in support of this application the following items have been designed or considered as additional mitigation measures for the project: l. Demolition of a pre-existing and non-conforming structure in relation to the wetland setbacks; 2. Construction of a new more conforming residence with accessory improvements more than doubling the existing wetland setback from 30'to 65'for the decking improvements,40'to 75'for the residence structures; 3. Proposed improvements will be constructed out of the flood zone and location within the X.flood zone -benefit to the Town and meeting FEMA flood plain and construction standard and recommended by the federal government. Existing house located within the AE(El. 6)flood zone; 4. Upgrade to an I/A septic system; 5. Merged two properties into one lot,thereby reducing the overall potential development along Deep Hole Creek by one additional residence; 6. No chlorine swimming pool; 7. Stormwater management on the site with the collection of roof and hard surface runoff to gutters and leaders to dry wells where limited stormwater control exists; 8. Utilization of retaining walls and foundation walls to limit the amount of fill on site with the sloping site topography; 9. Existing site has 2 curb cuts,elimination of one curb cut and relocation of the curb cut to the secondary street-which is less busy for safety access and egress; 10. Proposed 25'wide heavily vegetated wetland buffer,as per the attached planting plan;and 11. Proposed planting of new trees in replacement of existing trees to be removed on site. 1645 Marratooka Road, Mattituck Location of action: . Site acripagp 1.339 Acres Present land use:.. Single Family Residence Present zoning classification: R-40 2. if an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: William E.Goydan, as Trustee of the William E. Goydan Revocable Inter Vivos Trust and (a) Name of applct: Karen B. Goydan as Trustee of the Karen B. Goydan Revocable Inter Vivos Trust an (b) Mailing address: 5 Lewis Lane, Chester, NJ 07930 (c) Telephone number:Area Code( } 908-304-3325 (d) Application number,if any:—N/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes.. X No yes,which state or federal, .. eo If ag o3'll— `r NYSDEC letter of No Jurisdiction/Permit, SCDHS, Town ZBA, Town building permit C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST.POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. Q:Yes E] No 0 Not Applicable The proposeclaction is a single.famil residence demolition new single famlIX residence construction with accessory structures which will be located landward.of the existing structures. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 0 Yes No L Not Applicable Single Family.Residence demolition and construction., Attach additional sheets if necessary Policy 3. Enhance visual .quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes:R No Q Not Applicable Single Family Residence demolition and.construction on priyate property, . Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III--Policies Pages S through 16 for evaluation criteria El Yes 1:J No Fxl Not Applicable The proposed project includes construction activities for a single family residence located within the FEMA"X"flood zone. All proposed activities will occur landward of silt fence and erosion control structures. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria El Yes El No E]Not Applicable the installation of a new.1/A septic system which will meet..the wetland setback for aseptic system. The..proposed new residence and .. accessory structures will include gutters and leaders to drywells. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes No Not Applicable The proposed upgrade to the new I/A septic system will help reduce the amount of nitrogen leaching into the groundwater and bays. he proposed new residence and accessory structures will'include gutters and leaders to drywells. Attach additional sheets ifneces5ary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies .Pages 32 through 34 for evaluation criteria. Not Applicable Ej Yes EJ No . Single Family Residence demolition and construction. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LVVRP Section III—Policies; Pages 34 through 38 for evaluation criteria. Yes n No 0 Not Applicable \ single.Family Residence demolition and construction. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and.public resources of the Town of Southold. See LW.RP Section III—Policies; Pages 38 through 46 for evaluation criteria. Cl Yei[I No Ir-Al Not Applicable Private Single Family Residence Attach additional sheets if necessary WORIUNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. Q Yes El No 0 Not Applicable Single Family.Residence demolition and construction. Attach additi6.nai sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57.through 62 for evaluation criteria. Yes No Fxl Not Applicable Single Family Residence demolition and construction. :Attach additional sheets if necessary Policy 12. Protect,agricultural lands in the Town of Southold. See LWRP Section III — PoIicies; Pages 62 through 65 for evaluation criteria. F Yes :M No D Not Applicable Single Family Residence demolition and construction. ,Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section.III—Policies; Pages 65 through 68 for evaluation criteria. Q-Yes [:I No 0 Not Applicable Single Family Residence demolition and construction. . PREPARED BY Lisa Poyer,Twin Forks Permits TITLE Principal Planner DATE 8/1/2024 i FILE LOCATION: xi YUAN R ' WEl U�"N E REVISIONS: NO. DATE DESCRIPTION N 1952 1645 MARRATOOKA_ RD MATTITUCK Y 2 - 3 - 4 - LOT AREA CALCULATIONS \ h - LOT SIZE 58,310 SF \ 6 UPLAND LOT SIZE 54,741 SF O _ MAXIMUM LOT COVERAGE @20% 10,948 SF `0�� 7 8 - HOUSE 3,287 SF 0Q \ 9 _ COVERED FRONT PORCH 149 SF Al' o PORTE COCHERE 260 SF O�vT COVERED SIDE PORCH 167 SF C? 4 COVERED REAR PATIO 865 SF �Q -co \ DETACHED GARAGE 752 SF �� \ NYS STATE LAW: POOL 576 SF ��V ' UNAUTHORIZED ALTERATION OR POOL PATIO 1,218 SF C ADDITION TO ARCHITECTURAL TOTAL 7,413 SF I \ PLANS R SPECIFICATIONS BEARING A LICENSED ARCHITECT'S \GRAVEL DRIVEWAY 4,220 SF SEAL IS A VIOLATION OF PART 69.5.B OF TITLE 8 OF THE OFFICIAL COMPILATION, CODES, RULES AND REGULATIONS GFA CALCULATIONS ' \ OF THE STATE OF NEWYORK. LOT SIZE 58,310 SF ARCHITECT'S SEAL&SIGNATURE: UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS UP TO 80,000 SF= 5,100 SF +5%IN EXCESS OF 40,000 SF(MAX 7,100 TOTAL) ' h \\ \� �G D R,qCy 5%OF14,741SF= 737SF TOTAL ALLOWABLE GFA= 5,837 SF HOUSE FIRST FLOOR 3,287 SF i , HOUSE SECOND FLOOR 2,515 SF Sp o �, \ R��N SJ` TOTAL HOUSE.GFA= 5,802 SF gTFO 1N 038051 Q` NEIGHBORING F NE 2-STOYR RESIDENCE NOTES: INTERIOR SPACES IN EXCESS OF 15'-0"COUNTED TWICE EXCLUDED FROM GFA UNENCIOSED PORCH, PATIO,DECK, BASEMENTS& ,/- --` ATTICS ACCESSORY STRUCTURES WHICH MAY BE CONVERTED "► "/-'/" �� {` :.. ' TO HABITABLE:SPACE ARE INLCUDED -/- ./' r GFA CALCULATIONS - ACCESSORY WETLAND LINE LOT SIZE 58,310 SF UPLAND LOT SIZE 54,741 SF ALLOWABLE GFA FOR LOTS 20,000 TO 60,000 SF= 1,200 SFo DETACHED GARAGE 752 SF ./' z N ` NOTES: FV z o C_ \ MAXIMUM HEIGHT LOTS 40,000 SF-59,999 SF=22'-0" < JOHN C. GRAMLICH '` -/ MINIMUM SIDE:YARD=15'-0° ' �" EL6GRADE LLj ARCHITECT 4o n� EL 8 GRADE I0- __ - T jc OS � -Z __.__ o _ �, o o �m � N yo 248 ROUTE 25A-SUITE#3066 ^o ( m o - --- —�°---� oA F M 1 \ EAST SETAUKET, NY 11733 ✓' R�sNF o m o v w2 \ TEL(631)384-1752 ° JCGRAMLICH@GMAIL.COM -/" �! U1 EXISTG 2- ORY m m 6 GRADE CLIENT INFO: DW } U) RESIDENCE TO B �` OS / o N - \ KAREN & BILL REMOV D -/ - _ I 50 _ GOYDAN------ --- ��1 --- ----- 1645 MARRATOOKA RD ;j MATTITUCK NY 11952 . I.:c — - _ - EL 8 RADE ;PDW;VRD POP NEIGHBORING "/' ' E 10 AD POOL EQUIP 2-STO RESIDENCE SQp PROJECT INFO: 0. MwF �_I _ _ / 1645 MARRATOOKA RD EL 15 FF F''mow _ max- / MATTITUCK NY 11952 1 D EL 16 FF ._llIH_ � � I ' VRd.—,PORCH 15 _ry — �_ BE REMOVE / PROJECT TITLE: - �� GOYDAN RESIDENCE EL 16 GR DE 'i� tlVf' 'PORGIH SIP �:- �' / ti PROJECT DESCRIPTION:I SC IPTION: 1 1 ao o oa !, }' ,EL 15 DWAY / NEW RESIDENCE ---" j ------- - -- --- --- --------- -- - - ------- PHASE: SCHEMATIC (SD) LP �; ; LP �, �� L ) l DW i o, / CHECKED BY: INCEPTION DATE: ' JCG 10.17.2022 0 0 DRAWN BY: CURRENT DATE: Lo EX Oo JCG 03.01 .2025 1 O } ' N DRAWING TITLE: OVERALL SITE PLAN VAR j �' SHEET NO: OVERALL SITE PLAN Southold Town - 1 BoardofiTrus'.-e` SCALE i 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . I /" D - GENERAL CONDITIONS L /'ARAIYS DESIGN LANDSCAPE ARCHITECTURE 1. THE WORK INCLUDED UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, MATERIALS, TRANSPORTATION, TOOLS Landscape Architects Site Planners � PROJECT TEAM : I AND EQUIPMENT NECESSARY FOR THE CONSTRUCTION OF THE PROJECT LEAVING ALL WORK READY FOR USE. Development Strategists 2. THE PLANS INDICATE THE GENERAL EXTENT OF NEW CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT Agawam Studio INTENDED TO BE ALL INCLUSIVE. ALL NEW WORK NECESSARY TO ALLOW FOR A FINISHED JOB IN ACCORDANCE WITH 38 Nugent Street 1645 MARRATOOKA RD THE INTENTION OF THE DRAWINGS IS INCLUDED REGARDLESS OF WHETHER SHOWN ON THE DRAWINGS OR MENTIONED Southampton NY 11968 SURVEYOR. ice IN THE NOTES. (in3o@a8aiysdesig3-1131 o.icom) (631) 283-6677 (fax) MATTITUCK, NEWYORK 11 963 3. ANY DISCREPANCIES FOUND IN THE VARIOUS PARTS OF THE BID DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OFNATHAN TAFT C0RWIN III LAND SURVEYORSTHE LANDSCAPE ARCHITECT AND THE OWNER FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. SHOULD THE CONTRACTOR PROCEED WITH THE WORK PRIOR TO RECEIVING CLARIFICATION, HE DOES SO AT HIS OWN RISK. BOX SCTM # 1000 -123 -0 3 -2 . 1 4. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DOCUMENTS ON THE JOB P . O . 60 DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DOCUMENTS AS REQUIRED. JAMESPORT, NY 5. THE CONTRACTOR SHALL VERIFY AND ASSUME RESPONSIBILITY FOR ALL DIMENSIONS AND SITE CONDITIONS. THE CONTRACTOR SHALL INSPECT THE EXISTNG PREMISES AND TAKE NOTE OF EXISTING CONDITIONS PRIOR TO SUBMITTING 64SIO " 0 SET TFK"` USTEES SUBM10"' N PRICES. NO CLAIM SHALL BE ALLOWED FOR DIFFICULTIES ENCOUNTERED WHICH COULD HAVE REASONALBY BEEN INFERRED FROM SUCH AN EXAMINATION. " I 6. COORDINATE ALL WORK WITH EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO IRRIGATION PIPED, ELECTRICAL PREPARED : 12/17/2024 CONDUIT, WATER LINES, DRAINAGE LINES, GAS LINES, ETC. ARCHITECT. 7. PROTECT ALL SITE CONDITIONS TO REMAIN INCLUDING TREES, PAVING, LIGHT STANDARDS, ETC. 8. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY IN SIMILAR CONDITIONS. JCG ARCHITECT 9. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS. C:) . 10. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON A REGULAR BASIS OF ALL M SUBCONTRACTORS AND TRADES AND SHALL EXERCISE STRICT CONTROL OVER JOB CLEANING TO PREVENT ANY DIRT, 248 ROUTE 25A, Suite# 3066 DEBRIS, OR DUST FROM AFFECTING IN ANY WAY, FINISHED AREAS OR OUTSIDE JOB SITE. t 11. PRIOR TO CONSTRUCTION, o .r ,. : TON, CONTRACTOR SHALL VERIFY WITH OWNER AND LANDSCAPE ARCHITECT AND AN ALL ITEMS _ „ ' .,' cn �, TO BE SAVED FOR REUSE AND SHALL REMOVE AND STORE THEM IN A PROTECTED AREA ON THE JOB SITE OR AS EAST S ETAU KET, NY , � , 4 :111111 , �,,. , 11 1. DIRECTED BY OWNER AND LANDSCAPE ARCHITECT. .. ., .I��,r 1I!11��,'1�.�:�.1�1�,_I.r'._o.�:;��_�,.,I1,1."-�:,_"�,.I�,�-�'.�.',�1:e.�:I'_�,_��1�%I�;"�,I � .::._-__-==C3ECCEF=(WMC(=DD-zDDD�1: . ��1.I I I I�1 I��r�1,i:rI�'�iI.��.1,I II:.I".��I�,.�:�.��I�,�I.,r:�.,:.,Cr'�I�'-.'-',:_��,III-�I;,I,.rr��,_��,�,�1 1:�� ,,'�"�,r�,,,11i--L::I��,��1,�:I,,,-1:r,I I 1 I�,'�r,",,-,,�',':[-,�,�,I, P e��,�--�r,�I'-�,I_:�,,��,��,,r,�:.-.��"� ,'�r,�",��I,',,I :.�`,,.� ,: 12. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH THE WORK OF OTHER TRADES AND INSTALL ALL NECESSARY r�I�;a._rr .-I��-,,..,��,r,�,I,,..1,�,�,,0,,_1,.�r�;,'r�,,I.I T�'�,,II I,�'_,�,�:1 i.,1..�1I 1II1�.�"1:1 I,1,r.;�,I;1�I..��,"�,1I I,Ir�,,.',.I'%II I,A"1�.�.'�;-�;,.,I,�',I'.,- I��1�'-1"l.�,1-I�I l I,,,�.,,�.,.-,I.,�,,-r�".�1II�-r�,'I�f,'�.�,..'�,�".,'� .,;.,�r4,.,I�,��-,I�.�_1,,.� ,I,,�.,.�"',��..I,.i�,,�,I,,,),��,�,I�-"'l,*,�,��,:��d�I.��(,1I�P,1�.,�,!."r�I,1�,l:1��r I:I7,�.,�I��r��i��.,�I I-1.I,I,',�'"1"�,i�1�,�I�.I:1��.,�"1,1,1`�,,I'r'�I:' -,�I J�-I,�1..��,_-"��L:,,��r�,.��_r��,�I,`�'�,',-I�r�:��I�.,,�I',,,��I',,::�:.�1 1,I.�:'r�:�,��I,"1:III'��,,,,7.��.��I9:I,�.,,,I:��-r�I�1,�-r��",,�'1:,r,,5 �1r�::1�,��,,�"I��,��,-.I.:�:-:�.,�7��,I�:��,'W-�,�I,_I�,1 1,,,1��;:,,,�!,r��,.��"I��IX��,.`-��.��--,��,,�,�:1�,I,1r.�,',"�,�,'.i:��,,,,,,l��.�,I��r"-,-�-,:I II.,I�,4�,,��,��i-�'�I,"1.,,�'1�:",,_1,I�':�,..,��,-f�,.I,�_.,�..,..,I�.,;�;,"I.,r.,��1,,�-1-,,��,-��1,-�:T�,,,,1:--%-;",r,.�.,I 1_-�-,�,'I,.I �I�-��'��1',I�;,..,.:"�I r��,,.r�I:.'�,r,,��:��AI��"'1 I,i I�Ir I,�_,�1,,�;'I��-1,I��",:c�.1-�I��",;'..,T�,-�4�,�r'�I�'��,'",1:.,.I%��:'�.;�,,.;:'�iI�,r,,,I,-.��r��I I.�,��''i1�',��,"-,,".''I��-t�.�0�,.�I��1,','��,,'r.I% �"�r,��-I�:,.�',.��o��,�`,',�I,,�:I��t��r-:,I'',�,7,�I 7 -,�,'�r I::,I:,,��t�,�,,-,,�,,��,��rI',�I:I.��I'�,�-�,'r.,r':",�,,��,:,,1�,��I:��,��",,1�rI�"�-7��.,I,,''�,�,�",Ir�I,�':�I,`1 1�;1,�,.J�'�IIJL��.�;:f�'..�., 4,,,,,I,r�1�.,,.1�,,'7'I'I:�,-,',.�',i�1�'1,"�,:1 I I'"II'��.,1 I,I.�I,,I.,I-I I�;I,Ir�;�,I,:,'�,.II��.I 1',,I'I":�,..-1*T�,��,�f�I�:''�'r:.Ir_,,�rei1,.1��-��.�I:�II��.'r.'r.1,��I.1�,,-i��.I�'�I r,T I�,rI�'�r,,,�",��1r,�I��,,I�''.�I I.4'�'.��I�-.I,I�I r,,�I�l,I.��I� I��,I,r��I�.,�,�,,,I,,�,I.,I:,, I_.:�,�r.,II��IA,_�,-I ,`�&�,":�1�i��i L'��;'- �,l.�'�1.�,.r1,:,�,11*'i�?I,�:��I 4,,',-1 ,,�,,�,�-.-.,1, _.I,,11"1,]r 1,,�� _",�1.,..�,',��,,��:"�1.'�o;�I 1��,IIr1�'1),�,�,r'I-'1_,I,,I,,,�_��,.�'��k�� I"1��'�r I�,,.1�r;I4'5�,1�:�.�0,,I��I I,�,�'�":,,��; 1.:'�I,I10"1. ,�,.""1",��:.;,.r�1��,�.�:�.,,��:�'II,-�_1 I':�",��-I,1��J�I�I;I._�.I.,.',.-r II. .,�'," 1r.-t,.�1��1��I,��1�,%.��",�r�1"1�,��,i�_: 1,,,7,3,,��;11 �,�I:j�,,��,,��r,"�;', �,rk,,7,��,I*�!.1:�,I,':--z,,I,�-,.4. �,1�, r,,,,,�, ',,�I::;�r,;,,z�::,��r7,�,, :I�_;r r,I,i�1 r._�A�-.:,, -�1 I41-'�,-.��",,'�',`�"��;',!I'!I�,I: �,�.:II"1�r1,�1,I,�r,.r�,�1,"�r',,1.,',I,1,� 1�.��'�.':L I��,�_,i,% ,�,,�,r �. 1"��,�,:1:,,rr .,�`�1".'1 I.,��,��::��I,%r,�, ��'',,�,��,,, :,;,:" �,�:i.��,�, ''�I,.11I1 i��,�-r,,.,�.-I2 �,�I�, ,,.:�r�,:.�� , ,,I ,��,�r I jw,� �. .' ;�`,1�I�r� I. �11iij, '�, a� 3 t w a a rt SLEEVE TUB OUT ETC AS REQUIRED C - ," , _ 13. CONTRACTOR SHALL PERFORM ALL PROTECTION, DEMOLITION, REMOVAL AND SITE PREPARATION NECESSARY FOR THE NMENTALCN�3ULTANT. ENVIRO O i' ,..:k - -- " -.i . 'v .,-. ' " , i,.� .fi „ ° - ;. ` :, .,6 , PROPER EXECUTION FALL WN N THE DRA .' a: ', ., o 14. WHERE VERIFY OR FIELD VERIFY IS USED IN CONJUNCTION WITH A DIMENSION TH r w t :; , :; aE CONTRACTOR SHALL VERIFY THE �- _ IT -TWIN FORKS PERM S r 7 .' COMMENCING THE WORK IMMEDI ELY BRING DIS PANCIES TO THE ATTENTION OF THE �.- , .. `, ry ' r CRE 0 . . , } ;:,, 3 , LANDSCAPE ARCHITECT A 2 Q E MONTAUK HIGHWAY 8 U 15. NOTIFY THE LANDSCAPE ARCHIT x Pry_ � " THE CONTACTOR SHALL ECT AT LEAST 3 DAYS PRIOR TO ALL REQUIRED FIELD ', ` ';,. I OBSERVATIONS BY LANDSCAPE ARCHITECT. HAM PTO N BAYSNY `k� ; i. J /' >u�? , w L_ - - 0 z �tiF xNt 0 a 1 . Q .. , a ., L_ ; - - ,, i • L k� _ O Q) J, - 3 ,, . 2 +� :, - _ M •• - - . ., - : 7 , /�� I .' .. ., ._ ., , ..., x ., Iy X`Y I- .• .. „. -. L A,, , - r ro O v ,. r :,., �„ - .: . . - ,, : -ee k, :. Y� '1 . _ 1 . i , I - . �, � 1-11,, �� , � � � 11 � ,",,�," , � "�� - k,, 11�� ::1 I o , T a / O " .. - ,, U s- .. .. z e 4 H N '. 1645 MARR AmTOOKA RD s= - o T_ �' r z" ' o " �� t'k�, r' �� ' r '�j I N r , y., . rI � ,- 9 W F• M. .- ., ._ _1, Er,_ tD_P_�,�_, ,�lI Q - - - Y I. . . ' yr k „v5nr"i",.ir, U jD \./ . 1..1.E " ,. - - r 4 ., N .a:r a � ,, L_ , i �. 'Vag"j� ,�..�"�"�� n 1r ' nw,:,�t:,.:, .,.�:�.b -,. ..:,a:'o.,... „,.w„.,,,e;. , - - ,. »...,_..,.,_ ,..__.,ra. ,.,,,..m->.,...."§ Or_s- ,,,, ... . _.,cs.- -,,..., .,gym,...,. L. a,u,N,. ,I..,A ad,.,b,,,,,.,.,� ,. ....s .,», _ ,.i',,.,w....�..,,.,,.wa.....a...�:..,.,mw., ....... ..b,aa...- ,........,:�...., /�� Ir'" o .�.., ......�...m...�...m .�,.,.:Y,„�-,W,,._..,,.M ...�..wv...w,.�. ,w.,.r,..,.k-.v., ._..d a�.w„ ..aW..» - - - 1r ,':1 i i. LLL-a �� F � G " _ 0 r,1" ,:C 2 3 - 0 L_ W AERIAL , i --souttioto TouIn Seal: N �, N TS _ Board of Trustees .3 1 M ��E. SHEET INDEX Q�, "C' °--_- �d° 16;SFOU,0ImBN0 DRAWINGS: SCALE: REVISION: g 2�� ` =-- ` Q �° Q \`> 1S T RIES, L-0 . 0 COVER SHEET N/A 12117124 - FOR TRUSTEES SUBMISSION �5, 3 UzS L-1 . 0 EXISTING CONDITIONS PLAN 1 " = 16' 12117124 - FOR TRUSTEES SUBMISSION L-2 . 0 DEMOLITION & MOBILIZATION PLAN 1 " = 10' 12117124 - FOR TRUSTEES SUBMISSION STEVEN G. NIERODA R.L.A. Q N.Y.S. LIC. NO 2308 IL . L-2 . 1 DEMOLITION & MOBILIZATION - DETAILS & NOTES AS SHOWN 12117124 - FOR TRUSTEES SUBMISSION Revisions M' L-3 . 0 SITE PLAN 1 " = 10' 12117124 - FOR TRUSTEES SUBMISSION No. Date Description >` 1 07/21/2023 PRELIMINARY REVIEW iz L-3 . 1 SITE DETAILS & NOTES 1 " = 10' 12117124 - FOR TRUSTEES SUBMISSION 2 08/01/2024 RS BMISSI 3 08/01/2024 FOR SUBMISSION L-3 . 2 RESERVED: SITE DETAILS & NOTES 1 " = 101 4 10/29/2024 REVISED FOR SUBMISSION 5 11/06/2024 ISSUE FOR TRUSTEES L-4 . 0 RESERVED: ALIGNMENT PLAN 1 " = 10' 6 12/17/2024 L-5 . 0 RESERVED. GRADING + DRAINAGE PLAN Ill = 10' L-5 . 1 RESERVED: GRADING & DRAINAGE - DETAILS & NOTES 1 " = 10' 3 L-6 . 0 RESERVED: PLANTING PLAN 1 " = 10' N C L-6 . 1 REVEGETA TION PLAN 118" = 1 ' 12117124 - FOR TRUSTEES SUBMISSION Job No. H NOTES: 230605 s • S.C.T.M.# 1000-123-03-2.1 Date L-6 . 2 PLANTING - DETAILS & NOTES AS SHOWN 12117124 - FOR TRUSTEES SUBMISSION • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 A SURVEY PREPARED BY NATHAN Scale L-7 . 0 RESERVED: LIGHTING PLAN 1 " = 10' TAFT CORWIN III LAND SURVEYOR,P.C. 1" =16' o • -P.O.BOX 16,JAMESPORT,N.Y.,LAST L-7 . 1 RESERVED: LIGHTING - DETAILS & NOTES AS SHOWN REVISED ON 10/06/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN BY:MCDONALD GEOSCIENCE ON M, 9/9/2022 Drawing No. • ZONE: R-40 3 2 • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 �_ /____ �E: I ") IS NOT TO BE USED FOR ■ o CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 2 1.339 ACRES i 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . ........ 1645 MARRATOOKA RD -TREE n . /SHRUB INVENTORY / Onsite tree inventory:06/06/2023 DBH-DIAMETER BREAST HEIGHT HEIGHT CLASS: 1=<15ft. 2=15-30ft. 3=30-45ft. 4=>45ft. ARAIYS DESIGN 1=Good 2=Fair 3=Poor 4=Dead L /�/ LANDSCAPE Tree iD Botanical Name Common'Name DBH or HT. HT.CL. ; HLTH COMMENTS" REMOVE/TRANSPLANT / 0 ARCHITECTURE TREES Landscape Architects 1 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Site Planners 2 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED Development Strategists 3 LIGUSTRUM OVALIFOLIUM PRIVET 5'HT. 1 3 THIN/WEAK TO BE REMOVED 4 THUJANIGRA DARK AMERICAN ARBORVITAE 22,HT. 2 2 THINNED OUT/SHADED +/-11 PCS TBD Agawam Studio 5 THUJA PUCA TA'GREEN GIANP GREEN GIANT ARBORVITAE 5'HT. 1 1 +/-22PCS TBD 38 Nugent Street 6 QUERCUS STELLATA POST OAK 26"CAL 50'HT. 4 1 TBD Suite B 7 TILIAAMERICANA AMERICAN LINDEN 4"CAL 25'HT. 2 1 TBD Southampton, NY 11968 8 THUJANIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED +-4 PCs) TBD (631) 283-1131 (office) 9 CA RYA SP. HICKORY 35'HT. 3 1 TBD (631) 283-6677 (fax) 10 THUJANIGRA DARK AMERICAN ARBORVITAE 22'HT. 2 2 THINNED OUT/SHADED +/-29PCS TBD into@ araiysdesign.com N �4) 11 FAGUS SYLVATICA EUROPEAN BEECH 15"CAL 50'HT. 4 1 TO BE REMOVED 12 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12"CAL 45'HT. 4 1 TO BE REMOVED hb 13 CARPINUS CAROLINIANA AMERICAN HORNBEAM 20"CAL 35,HT. 1 1 TO BE REMOVED 14 QUERCUS MACROCARPA BUR OAK 30"CAL 50'HT. 4 1 TO BE REMOVED 15 QUERCUS MACROCARPA BUR OAK 24"CAL. 50,HT. 2 1 TO BE REMOVED 16 ACER PALMATUM JAPANESE MAPLE 4"CAL 25'HT. 2 1 DOUBLE TRUNK;RED LEAF TBD 10'CONTOUR UNE 1g29 17 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 20,HT. 2 1 TBD NGVp 18 ACER PALMATUM JAPANESE MAPLE 6"CAL 25'HT. 2 1 RED LEAF TBD \3l 19 QUERCUSALBA WHITE OAK 19"CAL 50,HT. 4 1 TO BE REMOVED 20 QUERCUS MACROCARPA BUR OAK 26"CAL 50,HT. 4 1 TO BE REMOVED 21 QUERCUS MACROCARPA BUR OAK 24"CAL. 50,HT. 4 1 TO BE REMOVED 22 QUERCUS MACROCARPA BUR OAK 24"CAL. 50,HT. 4 1 TBD (10� 23 MALUS SP. CRABAPPLE 7"CAL. 35,HT. 2 2 1 TO BE REMOVED GV 24 PRUNUS SP. CHERRY 4"CAL 10'HT. 1 1 TBD I I 25 MORUSALBA WHITE MULBERRY 6"CAL 20,HT. 2 2 TBD 26 JUNIPERUS VIRGINIANA EASTER RED CEDAR 4"CAL 25,HT. 2 2 TBD °h I 27 JUNIPERUS VIRGINIANA EASTER N RED CEDAR 6"CAL 30'HT. 2 3 MOSTLY DEAD TBD 28 QUERCUS MACROCARPA BUR OAK 24"CAL. 50'HT. 4 1 TBD C j l .0� I 29 QUERCUS VELUTINA BLACK OAK 32"CAL 50'HT. 4 1 TBD ,E I 30 PRUNUS SEROTINA BLACK CHERRY 4"CAL 30,HT. 2 1 LEANING TBD 31 UKNOWN UNKNOWN 2"CAL 1 4 DEAD TREE TBD Q E 32 CARPINUS CAROLINIANA AMERICAN LINDEN 18"CAL 45'HT. 4 1 TO BE REMOVED 33 L'AH('i^U5 i;ANUL;NAPJ,^, AMERICAN LI!!DEN 18"CAL 15 Hi 4 REMOVED ` E , 34 QUERCUSALBA WHITE OAK 40"CAL 50,HT. 4 1 TBD L 35 QUERCUS MACROCARPA BUR OAK 16"CAL. 50'HT. 4 1 TO BE REMOVED NLO Q (� 36 PRUNUS SERRULATA ORNAMENTAL CHERRY 3"CAL. 20,HT. 2 1 TBD Q C P 06 ' I 37 PRUNUS SEROTINA BLACK CHERRY 2"CAL 8'HT. 1 1 TBD (.0 \ 38 PRUNUS SERRULATA ORNAMENTAL CHERRY 2.5"CAL 18,HT. 2 1 TO BE REMOVED (12� 39 PRUNUS SEROTINA BLACK CHERRY 8'HT. 1 1 TO BE REMOVED 40 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 2"CAL 20'HT. 2 4 TO BE REMOVED Q \ 41 PRUNUS SP. CHERRY 8"CAL 45'HT. 4 1 DOUBLE TRUNK TBD p 42 PRUNUS SP. CHERRY 15'HT. 1 1 TBD 43 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 11,HT. 1 4 DEAD TREE TBD 44 PRUNUS SEROTINA BLACK CHERRY 3.5"CAL 18'HT. 2 1 TBD N HIGH WATER MARK ON OCTOBER 10, 45 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 1"CAL 10,HT. 1 4 DEAD TREE TBD 2022 I ` 46 QUERCUSALBA WHITE OAK 13"CAL 50,HT, 4 1 TBD 47 PRUNUS SP. CHERRY 3"CAL. 30'HT. 1 1 TBD Q PILE I 48 SASSAFRAS ALBIDUM SASSAFRAS 12"CAL 45'HT, 3 1 TBD 49 PRUNUS SP. CHERRY 2"CAL 25,HT. 2 2 TBD 50 SASSAFRASALBIDUM SASSAFRAS 12"CAL 45,HT. 3 1 TBD 51 SASSAFRASALBIDUM SASSAFRAS 12"CAL - 3 4 DEAD TREE TBD APPROXIMATE EDGE OF 52 QUERCUS SP. OAK 16"CAL. - 2 4 DEAD TREE TBD WETLANDS / 53 PRUNUS SP. CHERRY 2"CAL 25,HT. 2 1 TBD FLOATING WOOD DOCK U-i 8. I 54 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL - 1 1 4 DEAD TREE TBD c� 55 SASSAFRAS ALBIDUM SASSAFRAS - 45,HT. 3 1 TBD p I ' ` 56 SASSAFRAS ALBIDUM SASSAFRAS 5"CAL 30'HT. 2 1 TBD *- 57 SASSAFRAS ALBIDUM SASSAFRAS 8"CAL 30'HT. 2 1 TBD PILE—may �) 58 CARYA SP. HICKORY 8"CAL 45'HT. 3 1 TBD O METAL RAMP ( I ��q} 59 SASSAFRASALBIDUM SASSAFRAS 7"CAL. 35,HT. 3 2 TO BE REMOVED I ' 60 SASSAFRAS ALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO BE REMOVED � � 1 erfi 61 ACER SP. MAPLE 3"CAL. 25"HT. 2 1 TO BE REMOVED E CDFl A now or fior 62 1 AMER SASSAFRASALBIDUM SASSAFRAS 6"CAL 35'HT. 3 1 TO BE REMOVED J o STE`JEN KR 63 SASSAFRAS ALBIDUM SASSAFRAS 11"CAL 40,HT. 3 2 TO BE REMOVED W = o' DAWN RYAN 64 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 7"CAL. 40,HT. 3 2 TO BE REMOVED o S 65 SASSAFRASALBIDUM SASSAFRAS 7"CAL. 40'HT. 3 2 TO BE REMOVED o \ FIXED WOOD DOCK WITH THROUGH FLOW 71°26'04" E `I I 66 QUERCUS PALUSTRIS PIN OAK 15"CAL 45,HT. 3 1 TO BE REMOVED � DECKING N N 14. l X NOvs 67 QUERCUS PALUSTRIS PIN OAK 12"CAL 45,HT. 3 1 TO BE REMOVED Q z 18.33 I CORPN,E 68 CARYA SP. HICKORY - 12'HT. 1 1 TO BE REMOVED �Z• Q F 69 CARYA SP, HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED LL_ O LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGED BY G 70 CARYA SP. HICKORY 12'HT. 1 1 TO BE REMOVED a EN CONSULTANTS ON 2022 `L 71 CARYA SP. HICKORY 6"CAL 45'HT. 3 1 TO BE REMOVED ` THE LINE ALONG APPARENT HIGH WATER MARK ` 72 SASSAFRAS ALBIDUM SASSAFRAS 14"CAL 50'HT. 3 1 TBD 73 CARYA SP. HICKORY 4"CAL 30,HT. 3 1 TBD O 7:3HIGH WATER MARK ON OCTOBER 10,2022 On1 ' I 74 CARYA SP. HICKORY 4"CAL 30'HT. 3 1 TBD • 75 SASSAFRASALBIDUM SASSAFRAS 3.5*CAL 25'HT. 2 1 TBD O 76 CARYA SP. HICKORY 3.5"CAL 30'HT. 2 1 TBD 77 SASSAFRAS ALBIDUM SASSAFRAS 3.5"CAL 30'HT. 2 1 TBD Q \ S 24015'05"E VINYL FENCE 78 CARYA SP. HICKORY 4"CAL 35'HT. 3 1 TBD / 79 ACER SP. MAPLE 1"CAL 20'HT. 2 1 TBD 96.63' 3'1 ' ' 80 CARYA SP. HICKORY 15"CAL 50'HT. 4 1 TO BE REMOVED X oSID 81 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 12,HT. 1 4 DEAD TREE TO BE REMOVED ION�AF , 1.7� 7 / ` ry- G3 82 JUNIPERUS 83 IAGERST OEMIA NDICA IAN �CRA CRAPESTERN RED CEDAR 12"CAL 20'HT. 2 1 MULTI-STEMMED TO BE REMOVED ZO /F�6J ` — . _ _�1 ��. 41 I W00 D o 84 IAGERSTROEMIA INDICA CRAPE MYRTLE - 20,HT. 2 1 MULTI STEMMED TBD 75 CD VFW (4) )C I 85 LAGERSTROEMIAINDICA CRAPE MYRTLE 20,HT. 2 1 MULTI-STEMMED TBD Q \ A o 86 CERCIS CANADENSIS EASTERN RED BUD 4"CAL 25,HT. 2 1 MULTI-STEMMED TBD ' ^ o C) i. ) �` 87 OUERCUS SP. OAK 24"CAL. 50'HT. 3 1 TBD �a , o A 161 88 THUJA PLICATA'GREEN GIANT GREEN GIANT ARBORVITAE 18'HT. 2 1 +/- 5 PCs TRANSPLANT ZD I �- _ NA RAI EA I SHRUBS CZ) 89 ELEA � GNUS UMBELLATA AUTUMN OLIVE 12,HT.X 5'W 1 1 TO BE REMOVED v T CD 90 ILEXAQUIFODUM'DRAGON LADY DRAGON LADY HOLLY 3"CAL. 15,HT. 1 2 TO BE REMOVED CD FV 93 94 g5 VpG7 �FVp 4 0� 91 UKNOWN UKNOWN - 6'HT. 1 1 TO BE REMOVED O WIRE FENCE— N 92, g6 �3 ` 27 0 �11 5� 92 BACCHARIS HAUMIFOLIA GROUNDSEL BUSH - 6'HT.X 5'W 1 1 TBD 04 CD 93 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH _ 5'HT.X 3'W 1 1 TBD (B) EXISTING EDG CLEARING 97 9g \ 94 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 5.5'HT.X 3'W 1 1 TBD 10'CONTOUR LINE 1929 NGVD \ + �PNO I ' o�o� / 95 BACCHARIS HAUMIFOLIA GROUNDSEL BUSH 5.5'HT.X 2'W 1 1 TBD a.� F 96 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH _ 5.5'HT.X 3'W 1 1 TBD �S.p„F, 0 STONE 25 0' GM oo ` IRREGULAR WIRE FENCE 97 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 6'HT.X 5'W 1 1 TBD o (10� \ 9 X�4' ' / \ 98 BACCHARIS HALIMIFOLIA GROUNDSEL BUSH - 6'HT.X 6'W 1 1 TBD C= FT(4iy0s 1 C. I 99 EUONYMUS SP. EUONYMUS - 12,HT.X 5'W 1 1 TO BE REMOVED O _ ,�.....�� 10 100 TAXUS SP. YEW - 15'HT.X 7'W 1 1 MULTI-STEMMED TBD \ 2 101 TAXUS SP. YEW - 15'HT.X 10,W 1 1 MULTI STEMMED TBD 102 ILEX SP. JAPANESE HOLLY - 12'HT. 1 1 ®2g" PRINCIPAL SETBACK �(5.21 / TBD JAPANESE HOLLY - 9'HT. 1 1 Q 50 0 F 0,000NT 104 ILEX SP. JAPANESE HOLLY - 12,HT. 1 1 TBD h0 00 105 TAXUS SP. YEW - 16'HT. 1 1 TO BE REMOVED 110.7�—� �� 22 l5 g �5 Co cH / 99 �5 LPN°s 30 11 a} OS X \ \ '^ 67 / pOR \ ��E 31 I �1 .5) 106 ELEAGNUS UMBELLATA AUTUMN OLIVE 8'HT.X 5'W 1 1 TBD (12� I � •� (1 \7 X 5 f EX CATCH BASIN Q F ` 107 PIERIS JA PONICA'SILVER FLAMP VARIEGATED ANDROME M +/- 3 PCS TO BE REMOVED O 0 Q50 . ,�� U TIE&BRICKS a •Zl _ X F pGE > EXISTINGC 41 t Ol 4 S 1 7 11 41 ov' STF��RoM 4a 11E BRICKT 43 O F & X a - H 1 32 0- 2� w 1,201 C" •� do oroo` 107 \ D �(.01 �7.61 \ 1 ` `R12•�l VINYL A �lgFTl (161 X 5 41 13.31 34 ► / 37 40 103 FENCE / qN Q Q N OS U U 10}_I® 1929 NGVp 10'CW-1 Seal: or fior ' ' l g0 e 4 MM ■■M .� I 71 38 • 39 \ L2� / • •� nowAN S MERfiA � � �1 .0� �� — —. X X18� 1 41 , �•/SUS AB _C3 '� X / p ,XjV_CT ROW EES ,iX c 000VEpS � ) B1 50 1) EXISTING CONDITIONS LEGEND : �ooP ., d° 2 Q � '- a 1 •�� \1 ®�� 56 54 • 51 C31 EXISTING PROPERTY LINE o = N Z� 22 Z v H�NpBVOz1K n . / i3.1� 1 1 52 �. 23�J Q w ELGIA BLOCK CURB c CESSPOOIS� +.. Q ® a •55 53 ° X ° D EXISTING CONCRETE MONUMENT _ ® CM _ - —i 11 21 0 f\1�4.6� t 1 / gyp/ EXISTING WETLAND BOUNDARY - -A, — \'U�'�S/ O� Hogs g z (17.5 a l ° 14 67 10 CONTOUR LINE 1929 NGVD — _ _ _ _ _ — r a' + ° ° 1 o P 10 g1 �\4.1� a • 6a PDL �22 4� EXISTING CONTOUR — — — — — — — 18, TEST HOLE , � ►l L41' / L . a 1�7) X . EXISTING CONTOUR 5 INTERVAL — — — — — — —1101 v �7 1• 14:� -�. • 65 • EXISTING SPOT ELEVATION x (7.4) STEVEN G. NIERODA R.L.A. Q (i6.31 ° ��61 1. ; 1M:�3,�0)• �15.®1 X(15. 69 . � \ o`��P N.Y.S. LIC. N0 2308 >, e .N \ 66 , EXISTING HIGH WATER MARK 10/10/2022 — • —• •— 8 g9 8 e 59 O� v ° .. \ `° . EXISTING EDGE OF CLEARING Revisions 7 — X — C J. RINCIPAL SE 1CK �rnNEWAIk X t17• 1 O -� — °. 116,5� 105 v — - - — No. Date Description WETLAND SETBACKS 2s-o°FROMvaEnANDs _ �� n v 1 07/21/2023 PRELIMINARY REVIEW o (20) _ 20-0-FROM WETLANDS "}f 4• fi�117• a 72 73 (r/�2 g) — - - — 2 07/18/2024 FOR REVIEW (20 j 1 X 1 2 v a 5l •1 \T 75'-0"FROM WETLANDS- (18 J0 TW n a 75 4 X 3 08/01/2024 FOR SUBMISSION - - — 4 10/29/2024 REVISED FOR SUBMISSION 100-0 FROM WETLANDS 5 11/06/2024 ISSUE FOR TRUSTEES job \ EXISTING TREES SUBMISSION 6 12/17 2024 83 ° _� 16 n , S5 • i g4 / o EXISTING WETLAND AREA 86 22) ' �21 c •5,X a e WATER METE 4 E. 17 X�20.g) n �`L1.Ol (231 22 7 ° o t EXISTING WOODED AREA Z 5 �R1VET HEDGE PRIVET HlZ1.2�X \ PRIVET HEDGE �� ` N C t Job No. NOTES: 230605 • S.C.T.M.# 1000-123-03-2.1 Date EDGE OF PAVEMENT ZZ 5 P ' 0, �2Z 6� 4 4 1 7 v V �� THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 4 0 4 N 30°30'10" W ° POLE 105.36' Y NATHAN scale Y ° ' " 4 ° v e ` EXISTING CONDITIONS PLAN TAFTRCORWIN IllVEY LANDIANDARED SURVEYOR,P.C. 1" =16' �I X N 29 1310 W 122 g� 104.52 V. NYT#11-20 ., p • X �23 0� ° \ '° �° 1 -P.O.BOX 16,JAMESPORT,N.Y.,LAST °. n i N Drn.B � ° b ° �23,1�X +Y.. V 4 Ir�37\ SCALE: 1 16 -0 REVISED ON 10/06/2023. y GV i • SOIL TEST HOLE DATA PREPARED Chkd.By SIGN ELI 0 8' 16' 32' 64' BY:MCDONALD GEOSCIENCE ON o A R R A T 0 0 K A R 0 A D :, 9/9/2022 Drawing No. • ZONE: R-40 3 co 0 • THIS PLAN HAS BEEN PREPARED FOR 6 -. SITE PLAN APPROVAL ONLY.THIS PLAN 0 IS NOT TO BE USED FOR L ■ �' 0 SCALE:1"= 16'-0" CONSTRUCTION PURPOSES. 2 • AREA= 58,310 S.F. 1.339 ACRES i FLA 1 Qr fiormerly•• Aft 12/17/2024 ISSUE FOR TRUSTEES SUBMISSION NOTE. NOT FOR CONSTR ION . I I KRAMER 1 0 ) I s1E�EN z p 1CD o� WN RYAN n CDv ID ARAIYS DESIGN 7� FIXED WOOD DOCK WITH THROUGH FLOW o 1O4 E N 26 DEMOLITION/MOBILIZATION PLAN LEGEND : LANDSCAPE DECKING 33t I N I �4 1X ARCHITECTURE `A EXISTING PROPERTY LINE ®e•® 2Cl) FRP�` Landscape Architects LANDWARD LIMIT F TIDAL WETLANDS AS FLAGGED BY _�/ R� EXISTING CONCRETE MONUMENT 0 OM Site Planners LA M 0 ` '(o Development Strategists EN-CONSULTANTS ON 2022 p,G 2 N � I 2 S EXISTING WETLAND BOUNDARY � � I Agawam Studio 10'CONTOUR LINE 1929 NGVD O — — — — — — — 38 Nugent Street \ THE LINE ALONG APPARENT HIGH WATER MARK EXISTING CONTOUR — — — — — — — ;s, Suite B � O I Southampton, NY 11968 �\ HIGH WATER MARK ON OCTOBER 10 2022 EXISTING CONTOUR 5'INTERVAL — — — — — — —(10) (631) 283-1131 (office) 0 I I EXISTING SPOT ELEVATION x (7.4) into@)araiysdes gnfcom 283-6677 04S Cd EXISTING HIGH WATER MARK 10/10/2022 \ �_ EXISTING EDGE OF CLEARING VINYL FENCE S 2415 I 11 /_ I WETLAND SETBACKS — 2s'-o'FRor•�wETLaNDs— \ 05 E 1 �A 71 / I 50'-0"FROP.1 WETLANDS- 96.631 / 3.A I - 15'-0"FROM WETLANDS- 100'4"FROM WETLANDS ____ �1 .7) 1 Woo D 6) 4• Z° I O EXISTING TREES \� \ TL D A o C D h I EXISTING WETLAND AREA FLA 1 NAT RA .A EA I EXISTING WOODED AREA c �� c� 0} $ I FAG 4 LU I EXISTING HOUSE TO BE o ''_ '.: \ FLAG$ ( LAG 24 . N T \ F G 9 g3 94 95 \ '4 LAG 7 A 4 Q 25 6 OUTLINE OF PROPOSED STRUCTURES&DRIVEWAY ........................... a �� FL REMOVED OG' PROPOSED EROSION CONTROL MEASURES WIRE FENCE \ 96 �3• ® �'�"� .5 = o ��} EXISTING EDGE OF 97 EXISTING TREES AND SITE LIGHTING REMOVALS o 'CLEARING 9B Q 1 O' CONTOUR LINE 1929 NGVD 2S,°„ STONE ----- / o IRREGULAR WIRE FENCE EXISTING TREES TO BE TRANSPLANTEDLx F .Q \ 2 0 �10} � q0 4'�' ,. AN— PROPOSED SILT FENCE (TYP.) TREE PROTECTION rg \ "' \ CD 16• S �� E PROPOSED TREE PROTECTION GS X \ ~' 6� \ POR ° W� 31 \1 EXISTING GARAGE TO BE CD \� \ ? •5) TCH BASIN 0 I e REMOVED FENCE (TYP.) 2} '� \ .. . \ / �3.71 1, EX.CA 50 ,� o z CD BRICK Sj " / t •2� E& '' TI OUTLINE OF PROPOSED Q CIO \ -..___ • / y + � STRUCTURES AND DRIVEWAY � a r \ (TYP.) O � �°� (� I 10P o • � �.- EXISIIN - A 41 Q} 42 CD 6. I-- s� ! N SL E — 2-5�O q BRICK W AL NOS 7f" E 1 7 ; �1 •4� � v, �' FRAME � K�?GP�FZ°M 43 • � 44 / � � CD Q EXISTING TREES TO BE _ -� b �\ \ 4 / (� 20} _ _ _ _ _ _ _ cr J °' TRANSPLANTEDNO \ I I / 0% 2' ' ' �� X / 36 • VINYL 4J C0 CD } 5• ) w --� 37 40 03 _ _ _ _ _ FENCE T AFT! < f 1 r . ` _ _ � � L - - - - - - - - - -� — r 34 U � • / 0. Q 0 � CO � � � a Cz now ° 10T \ ,� CD S�SANS -- — - - —,N 7 — �-000 x I °r Q / o6 .J ROW OF � I .J j X\ "°" \ \ ICKW _ 1 �� mompS 1 0 1 I - Z TREES ` Ir �� OOD 1 L•` ) 50 L CD Z r OUTLINE OF PROPOSED •�� 1 \ \ 2 \ -�, r� _ STRUCTURES AND 1 1 ' --- �► �� - - ____ �1 I (1 I 56 51 p �22 •�f) I— DRIVEWAY (TYP.) 1 \ \ ' \` 1 �� BLO K � ° —� Q � HAND a Q ° �. �� _ 35� \13.1� I �-� � p. (23•Q�o. O N O CURB ESSpO •� I C \ 2 ELGIA BLOCK b� � a . P' � � I • 55 53 • o o � J CIO FLU CD � I \ a I (1 � FRAM 1 - - - - - - - .�, o� ( 00 0 Ltw a-3 _ a. o �' BEST HO _ I�� 14 G 82 i •� Seal: C3, I \ I 16.3�j< ° 16} / / — _ — (�IM 3.6��s t�5•®} t r 5'S� / \ ��P CIO • 7 — O C-D C? Z 0 I'7 ' o ° / �2 73 g" x �s yk � 6 Q \ 75 74 o . $ I o � a ° _ �- 4 STEVEN G. NIERODA R.L.A. Q _ • / a L _ _ _ _ _ _ _ _ _ _ �/ . \ '� �� (22' r N.Y.S. LIC. NO 2308 1 i � a � / job \ Revisions o No. Date Description 1 07/21/2023 PRELIMINARY REVIEW o� � i l C> 1 iA A ?r d / �� .�) (22•'� 2 07/18/2024 FOR REVIEW\ \ o ° 3 08/01/2024 FOR SUBMISSION �2Q WIRE p 4 10/29/2024 REVISED FOR SUBMISSION • AROUND GARDEN 1B � ° / 5 11/06/2024 ISSUE FOR TRUSTEES WATER METEE . 17 X o Q 6 12/17/2024 SUBMISSION 4 \ THE �20.gl 1 HEDG� / pRIVE • 5 ) p�uE 2� .2 � PRIVET HEDGE � V r o'er o i N 22• Ej EDGE OF PAVEMENT - Job No. h D ° 0 2.� 22.71 - ° D V. ( D � NOTES: 230605 D I D ° I II D ° POLE v � D. `2� � 1 2 I °,D � . °� : S.C.T.M.# 1000-123-03-2.1 Date 06/05/2023 X N 29°13'10" W 104.52 N 3 1 O W D 0 •36 THIS PLAN HAS BEEN PREPARED FROM 23.2� D ° D X �22.g� D. `23 Q\ D NYT#11-2 ° D p ° D D DEMOLITION & MOBILIZATION PLAN T FT CO WIN IASURVEY I LAND SURV YOR, Scale ill =10 ■ -P.O.BOX 16,JAMESPORT,N.Y.,LAST D ° 3•� X �i D p � 1 n I II Drn.By � SCALE: 1 = 10 -0 GV REVISED ON 10/06/2023. © n ° SOIL TEST HOLE DATA PREPARED Chkd.By SIGN EXISTING DRIVEWAY AND ° 0 5' 10, 20' 40' BY:MCDONALD GEOSCIENCE ON 9/9/2022 Drawing No. CURB--CUTS TO BE REMOVED OUTLINE OF PROPOSED • ZONE: R-40 3 .o STRUCTURES AND • THIS PLAN HAS BEEN PREPARED FOR DRIVEWAY(TYP.) SITE PLAN APPROVAL ONLY.THIS PLAN 0IS NOT TO BE USED FOR L2 . o SCALE:1"= 10'-0" CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES a I 12/17/2024 — ISSUE FOR TRUSTEES SUBMISSION — NOTE: NOT FOR CONSTRUCTION . /A�`RAIYS DESIGN LANDSCAPE ARCHITECTURE Landscape Architects Site Planners Development Strategists POSTS-STEEL,TORUSHAPETYPE OR2"HARDWOOD Agawam Studio 38 Nugent Street Suite B FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX.MESH OPENING Southampton, NY 11968 (631) 283-1131 (office) ILTER CLOTH-MIRAFI 140N OR APPROVED EQUAL (631) 283-6677 (fax) info@araiysdesign.com 36"MIN.FENCE POST _ z o z_ � U o CC ELU N F J UNDISTURBED GROUND FLOW SILT FENCE NOTES: �- COMPACTED BACKFILL 1. WOVEN WIRE FENCE(MIN.141/2 GAUGE MAX.6"MESH SPACING)WITH FILTER "X6"TRENCH CLOTH OVER FENCE. BOUND STRAW 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES EMBED FILTER CLOTH BALES SPACED EVERY 24"AT TOP AND MID SECTION. 6"MIN.INTO GROUND C-D � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE ^ OVERLAPPED BY SIX INCHES AND FOLDED. FLOW V STRAW BALE INLET PROTECTION NOTES: -� 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED NOTES: TWO REBARS,STEEL PICKETS,OR WHEN"BULGES"DEVELOP IN THE SILT FENCE. SECTION 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND 2"x2"STAKES DRIVEN 2'INTO WOVEN WIRE FENCE IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. GROUND.FIRST STAKE DRIVEN AT W SYMBOL 4"VERTICAL FACE (MIN.14 ME GAUGE MAX. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF 4 INCHES AND 6"MESH SPACING) ANGLE TOWARDS PREVIOUSLY BEDDING DETAIL C, POSTS(TYP.) 36"MIN.FENCE POSTS. PLACED SO THE BINDINGS ARE HORIZONTAL. LAID STRAW BALE.DRIVE STAKES 10'MAX CENTER TO CENTER DRIVEN 16" IN.INTO THE GROUND 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR FLUSH WITH TOP OF BALE RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE „ Q SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO p FORCE THE BALES TOGETHER STAKES SHALL BE DRIVEN FLUSH WITH THE t c J BALE. t .k 4 INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE ANGLE FIRS STAKE TOWARD - O . T� z_ t — C MADE PROMPTLY AS NEEDED. PREVIOUSLY LAID BALE cn F- en —SILT ENC f 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO ® - AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. # CD Flow E —— CID CL 6"PENETRATION INTO GROUND TREE PROTECTION FENCING SHALL BE 4' MINIMUM MESH (SEE SECTION) —= _ FENCING MOUNTED ON VERTICAL PIPES DRIVEN 2 FEET INTO ELEVATION THE GROUND LOCATE AS SHOWN ON PLANS. _ • TREE PROTECTION FENCE TO EXTEND TO DRIPLINE OF TREES TO ANCHORING DETAIL O • TREE PROTECTION FENCE TO TIE INTO CONSTRUCTION FENCE SILT FENCE DETAIL CD STRAW PRACTICAL STRAW BALE DIKE DETAIL W ca E a� CD En TREE PROTECTION FENCE DETAIL SILT FENCE DETAIL STRAW BALE DIKE DETAIL CD 1 2 3 � z N.T.S. N.T.S. N.T.S. O a Q OMi O O _Cz Q Q CONSTRUCTION METHODOLOGY cr_ 0 ID CDL • CONTRACTOR TO FOLLOW "CONSTRUCTION METHODOLOGY" ON SHEET L2.0 BY ARAIYS DESIGN DURING ENTIRE PHASE OF CONSTRUCTION. ^ ' r ' J O V / O U • THE EROSION CONTROL FENCING WILL BE LOCATED AND INSTALLED BY THE CONTRACTOR PER PLANS AND SPECS; EROSION CONTROL MEASURES TO BE INSPECTED AND APPROVED BY THE TOWN C-0CD 0 BUILDING INSPECTOR PRIOR TO COMMENCEMENT OF SITE WORK. CDT F4 o 134 F_ M • ONCE A BUILDING PERMIT IS ISSUED, THE CONSTRUCTION ENTRANCE MUST BE ESTABLISHED AND EROSION CONTROL MEASURES INSTALLED. CD CD • ONCE THE CONSTRUCTION ENTRANCE IS ESTABLISHED AND SILTATION FENCE AND HAY BALES INSTALLED, THE DEMOLITION AND SITE WORK CAN COMMENCE. Cn E o6 z Q • ONCE SITE WORK HAS COMMENCED, WEEKLY INSPECTIONS OF THE INSTALLED SILTATION FENCE AND HAY BALES WILL BEGIN. AREAS ADJACENT TO THE SURROUNDING WETLANDS AND MEADOW LANE z C O WILL BE OF THE MOST IMPORTANCE O Z E-- N dS Q • THE INSTALLED CONSTRUCTION ENTRANCE MUST BE UTILIZED BY ALL VEHICLES ENTERING AND EXITING THE SITE AND SHALL BE MAINTAINED AND INSPECTED ON A WEEKLY BASIS. C/) CD 7 m o • DEMOLISH EXISTING HOUSE AND REMOVE DEBRIS FROM SITE. w CD Q Cn a Q • DEMOLISH AND REMOVE PORTIONS OF EXISTING DRIVEWAY NOT USED FOR CONSTRUCTION ACCESS AND STAGING. EXISTING DRIVEWAY MATERIAL MAY BE USED FOR BASE COURSE OF CONSTRUCTION , 0 CD ENTRANCE. ca- Q • THE DEMOLITION OF THE BUILDING ALONG WITH THE CLEARING OF EXISTING TREES AND SHRUBBERY FOR THE PROPOSED DRIVEWAY CAN OCCUR CONCURRENTLY. REFER TO ARCHITECT DRAWINGS CD FOR BUILDING AND FOUNDATION DEMOLITION. PROTECTION OF EXISTING WETLAND MUST OCCUR AT ALL TIMES DURING CLEARING AND CONSTRUCTION. AT NO TIME SHALL ANY MATERIAL STORAGE Seal: CD OR VEHICLES BE LEFT ADJACENT TO WETLANDS. . �ECT c • ALL CLEARING SHALL TAKE PLACE WITHIN THE EROSION CONTROL LIMITS TO PREVENT DAMAGE TO THE SURROUNDING WETLANDS. 0A UPON COMPLETION OF CLEARING OF PROPOSED DRIVEWAY ENTRANCE, THE ENTRANCE SHALL BE BLOCKED OFF TO PREVENT ANY MACHINERY OR VEHICLES TO USE AS ACCESS WAY. AT NO TIME SHALL `" ` � o U_ c� • o �a N VEHICLES AND CONSTRUCTION EQUIPMENT USE ANY DRIVEWAY LOCATION AS ACCESS WITHOUT THE EXISTENCE OF A SUB-BASE WHICH WILL BE RECYCLED FROM EXISTING DRIVEWAY. EXISTING z� �,�� =f_Y DRIVEWAY TO REMAIN AS ACCESS WAY TO CONSTRUCTION SITE UNTIL NEW DRIVEWAY IS CONSTRUCTED. AT THIS TIME, THE EXISTING DRIVEWAY SHALL BE BLOCKED FROM FURTHER USE AS ACCESS. �5�3 2 N • UPON COMPLETION OF CLEARING, GRADING SHALL COMMENCE. a ca STEVEN G. NIERODA R.L.A. CONSTRUCTION OF RETAINING WALLS FOR SANITARY SYSTEM SHALL OCCUR CONCURRENTLY WITH GRADING AND FILL. N.Y.S. LIC. NO 2308 Revisions No. Date Description Q • UPON THE COMPLETION OF GRADING AND NEW DRIVEWAY CONSTRUCTION, FINAL CONSTRUCTION AND LANDSCAPE INSTALLATIONS SHALL TAKE PLACE. 1 07/21/2023 PRELIMINARY REVIEW O C-3 2 07/18/2024 FOR REVIEW • UPON COMPLETION OF ALL BUILDING CONSTRUCTION AND LANDSCAPE INSTALLATIONS AND THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY BY THE VILLAGE, THE PROJECT LIMITING FENCE WILL 3 08/01/2024 FOR SUBMISSION 4 10/29/2024 REVISED FOR SUBMISSION BE REMOVED. 5 11/06/2024 ISSUE FOR TRUSTEES 6 12/17/2024 • MINIMIZE CONSTRUCTION PARKING ON NEARBY NEIGHBORHOOD STREETS. CONFORM TO LAWS OF TOWN OF SOUTHCLD SUBMISSION • ENTRANCE TO STAGING AREA TO BE ROUTINELY SWEPT CLEAN OF DEBRIS AND MUD. 3 a 0 N V N Job No. NOTES: 230605 CONSTRUCTION METHODOLOGY NOTES • S.C.T.M.# 1000-123-03-2.1 Date q. 06/05/2023 • THIS PLAN HAS BEEN PREPARED FROM N.T.S. A SURVEY PREPARED BY NATHAN Scale • TAFT CORWIN III LAND SURVEYOR,P.C. 1" =10' o -P.O.BOX 16,JAMESPORT,N.Y.,LAST REVISED ON 10/06/2023. Drn.By GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN BY:MCDONALD GEOSCIENCE ON 0 9/9/2022 Drawing No. • ZONE: R-40 3 .o O • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN 0 IS NOT TO BE USED FOR L2 , 1 o CONSTRUCTION PURPOSES. NJ • AREA= 58,310 S.F. 1,339 ACRES I 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTR TION . or o now Of �- 1 D I sTEVEN z 0 a of wN RYAN ARAIYS DESIGN �A SITE PLAN LEGEND : LANDSCAPE N FIXED WOOD DOCK WITH THROUGH FLOW N 71026'O4 E —__— ARCHITECTURE o rn / I n • \X `,0` EXISTING PROPERTY LINE Landscape Architects DECKING Q 33t _ I N 4 ) `` 18. r o M� EXISTING CONCRETE MONUMENT Site Planners / (2• I Q F�P EXISTING Development Strategists Y EXISTING VEGETATION TO REMAIN Rom( G WETLAND BOUNDARY LANDWARD LIMIT OF TIDAL WETLANDS AS FLAGGEDB Agawam studio EN-CONSULTANTS ON 2022 G 2 �� 2 S 10 CONTOUR LINE 1929 NGVD — — — — — — — 38 Nugent Street Southampton, NY 11968 . THE LINE ALONG APPARENT HIGH WATER MARK � EXISTING CONTOUR — ;;,, Suite \ \� \o / I EXISTING CONTOUR 5'INTERVAL — — — — — — —I{ol (631) 283-1131 (office) \ / I (631) 283-6677 (fax) EXISTING SPOT ELEVATION x (7.4) 1nfo@araiysdesign.com HIGH WATER MARK ON OCTOBER 10, 2022 �� I h EXISTING HIGH WATER MARK 10/10/2022 — �\ 0 / / / EXISTING EDGE OF CLEARING 25 WETLAND SETBACKS — — — • ` '-0"FROM W'FTLANDS S I VINYL FENCE — 5o'-0"FRO M WETLANDS— 777\ 2401510511E 1 �� •�� / ' — 75'-0"FflOIA WETLANDS— F�IaG i 96.63' - N — 100'-0"FROM W(TLANDS `0 Flier (� • i �� •� I W00 D EXISTING TREES Zo 6) 4' t I � o NF,�- 4} ♦ X I \ TI A -- I O ' EXISTING WETLAND AREA EXISTING TREE TO REMAIN (TYP.) EXISTING VEGETATION AG 3 I _ _ �16} EXISTING WOODED AREA TO REMAIN 1b l NA RAL A EA � PROPOSED SPOT ELEVATION 8.36 + EXISTING EDGE OF LEAKING Ft G 93 4 5 4 V LA LAG 2 5 6 I PROPOSED CONTOUR N � ,. 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LIC. NO 2308 VEN G. NIERODA R.L.A. Revisions PR POSED GARAGE _ -- -- -- , 5 r o. Date Description a — — — ,!�` r � y � N i Q t,. /. . ,// � --- 1 i — _ — - 1 07/21/2023 PRELIMINARY REVIEW / J ; (SEE DRAWINGS 0TOSED RAILING __ _ _ _,/ _ _ �..y 2 07/18/2024 FOR REVIEW '' ' ,R POSED STAIRCASE BY OTHERS : �j,f '.,/ ,�• •' J 3 08/01/2D24 FOR SUBMISSION _ /29/2024 REVISED FOR SUBMISSION 11/06/2024 ISSUE FOR TRUSTEES OPOSED POOL TERRACE /. t 5 - i a I' 6 1 r 2 17 2024 'PROPOSED /ROPOSE HUE /HOUSE I /Ij /' I 'r R P E D HT. RAILING N 0 OS G / i 30 Y J` 3 1 /. s FFE 1 -- � 60 r." �I %i 'r ' i f R -POSED POOL (SEE DRAWINGS ] s a{ A .. , -- I r J -- I I GN r. �. ✓ 't J J 'r` , , I f✓/ r ; , . _ , ,. BY OTHERS) ti.ur_ N %`� '�'` J J '/ /.i, .'r'Jr 'i '"%�'. /J J'i`%?'•' ;/ .1` JffJ, .i �•f . 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SURVEY PREPARED BY Drn.B .:__ GV__ P.O.BOX 16 JAMESPORT N.Y. LAST _10,. : 1I I 1 , 1 I I � . REVISED ON 10 06 2023. SGNChkd.6YSOIL TEST HOLE DATA PREPARED i .Eo�32 , ALD GEOSCI NC ON , I I E E BY�MCDON 9/9/2022 Drawing No. • ZONE: R-40 .3 • THIS PLAN HAS BEEN PREPARED FOR G' CROSS SECTION SITE PLAN APPROVAL ONLY.THIS PLAN 1 2 IS NOT TO BE USED FOR L3 , o CONSTRUCTION PURPOSES. 16 SCALE: " = 177 • AREA= 58,310 S.F. 1.339 ACRES I I PILE � I 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE . NOT FOR CONSTRUCTION . 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Seal: -,. N - �,'�'� dia"�.��` \�A�i�• �/�i'` � ' � �°y�f.. �e' ` „�N_ + �+ , + + + + + + + + + D - + + 01 CM :0- _ � orfon + + + + + + + _ + _ _ + ow `z ERIA - i. + ' CT, cgA — 00 L'ScPDAnJ ; Z x p ROW OF 16 _ . . • ' . . .. . . ' : . .. . • . . ' : . ' : . .'. . . . •J g s, �� Q 'x36' �/ TREES _ — -LAWN PR P S D 0RY �� I I I I - �P�oL ��`Y��;. _ . . ' . ' . . . . � ' . � . 18.a•• / . . �° � ��S� ff o M-ILA 14C `� t // I I I I I GARAGE STEVEN G. NIERODA R.L.A. - FFE 16.0 - � . • • Q Q \ N.Y.S. LIC. NO 2308 _CD —' Revisions No. Date Description CDL CD TREES WITHIN 1 00' OF WETLAND SETBACK: 1 07/21/2023 PRELIMINARY REVIEW U 2 07/18/2024 FOR REVIEW QTY TREES TO BE REMOVED— 5 3 08/01/2024 FOR SUBMISSION QTY TREES PROPOSED FOR REPLANTING= 10 4 10/29/2024 REVISED FOR SUBMISSION 1645 MARRATOOKA RD - REVEGETATION PLANT SCHEDULE 5 11/06/2024 ISSUE FOR TRUSTEES QTY. SYM. BOTANICAL NAME COMMON NAME SIZE ROOT REMARKS SPACING TREES SOUTH OF 100' WETLAND SETBACK: 6 12/17/2024SU MISSION TREES QTY TREES TO BE REMOVED= 15 14 10 ILEX OPACA AMERICAN HOLLY 6'-7' HT. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN QTY TREES PROPOSED FOR REPLANTING= 15 6 NS NYSSA SYLVATICA TUPELO TREE 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN 2 PS PRUNUS SEROTINA BLACK CHERRY 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN 3 QA QUERCUS ALBA WHITE OAK 2"-3" CAL. B & B FULL; DISEASE FREE SPECIMEN AS SHOWN CLEARING RESTRICTIONS: SHRUBS 50% CLEARING PERMITTED = 29,155 SF N 7 BH BACCHARIS HALIMIFOLIA GROUNDSEL BUSH 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN Job No. h 8 IV ILEX VERTICILLATA WINTERBERRY HOLLY 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN EXISTING CLEARING — 26,118 SF NOTES: 230605 6 MP I MORELLA PENSYLVANICA NORTHERN BAYBERRY 3 GAL. CONT. FULL; DISEASE FREE SPECIMEN AS SHOWN 1 • S.C.T.M.# 1000-123-03-2.1 Date • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 PERENNIALS/GRASSES REVEGETATION PLAN A SURVEY PREPARED BY NATHAN Scale �I 69 CP CAREX PENSYLVANICA PENNSYLVANIA SEDGE 1 GAL. CONT. FULL 24II O.C. TAFT CORWIN III LAND SURVEYOR,P.C. 1/8 = 1 10 EP EUPATORIUM PURPUREUM 'LITTLE JOE' DWARF JOE-PYE-WEED 1 GAL. CONT. FULL 24" O.C. 1 1 It — t -P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn.By 17 HM HIBISCUS MOSCHEUTOS MARSH MALLOW 1 GAL. CONT. FULL 24" O.C. SCALE. s — 1 REVISED ON 10/O6/2023. GV 45 PV PANICUM VIRGATUM 'SHENANDOAH' SHENANDOAH SWITCHGRASS 1 GAL. CONT. FULL 24" O.C. Chkd.By 24 SA SISRYINCHIUM ANGUSTIFOLIUM BLUE-EYED GRASS 1 GAL, CONT. FULL 24" O.C. SOIL TEST HOLE DATA PREPARED SGN 21 SO SOLIDAGO SEMPERVIRENS SEASIDE GOLDENROD 1 GAL. CONT. FULL 24" O.C. 0 2 4 6 s is 32 BY:MCDONALD GEOSCIENCE ON ' 9/9/2022 Drawing No. 56 SP SPARTINA PATENS SALTMEADOW CORDGRASS 1 GAL. CONT. FULL 24" O.C. ° 67 SS SCHIZACHYRIUM SCOPARIUM LITTLE BLUESTEM 1 GAL. CONT. FULL 24" O.C. • ZONE: R-40 19 VH VERNONIA HASTATA BLJE VERVAIN 1 GAL. CONT. FULL 24" O.C. • THIS PLAN HAS BEEN PREPARED FOR ' -IF THERE IS A DISCREPANCY BETWEEN THE PLANT LIST AND THE PLANTING PLAN,THE PLAN GOVERNS SITE PLAN APPROVAL ONLY.THIS PLAN o IS NOT TO BE USED FOR L6 , 1 o SCALE:1/8" = 1' CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES I I 12/17/2024 - ISSUE FOR TRUSTEES SUBMISSION - NOTE: NOT FOR CONSTRUCTION . /ARAIYS DESIGN LANDSCAPE LANDSCAPE PLANTING NOTES : 13. REMOVE ALL TWINE, ROPE, WIRE, AND BURLAP FROM THE TOP HALF OF THE ROOT BALL. SEE PLANTING DETAIL. ARCHITECTURE 14. UNLESS SPECIFIED ON PLAN OR IN DETAILS, ALL PLANT BEDS ARE TO BE MULCHED WITH 3 INCHES CLEAN, FRESH, SHREDDED HARDWOOD BARK, FREE OF STICKS, LEAVES AND Landscape Architects Site Planners 1 . THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL UNDERGROUND UTILITY LINES IN THE AREA OF THE WORK AND NOTIFY THE LANDSCAPE ARCHITECT OF OTHER FOREIGN MATTER. MULCH IS NOT TO BE PLACED WITHIN 3 INCHES OF THE TRUNKS OF TREES AND SHRUBS. SEE PLANTING DETAIL. Development Strategists ANY DISCREPANCIES OR CONFLICTS PRIOR TO SUBMISSION OF BIDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM NEGLECT OR FAILURE TO 15. STAKE AND/OR WRAP TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SEE PLANTING DETAIL. Agawam Studio nt COMPLY WITH THIS REQUIREMENT. REFER TO MEP AND SITE DRAWINGS FOR UTILITY INFORMATION. 16. PLANTS SHALL BE SET AT THE SAME RELATIONSHIP TO FINISHED GRADE AS THEY WERE TO THE GROUND FROM WHICH THEY WERE DUG, UNLESS OTHERWISE NOTED ON THE 38 Nug Suite Btreet 11968 2. COORDINATE: ALL TREE LOCATIONS WITH DRAINAGE STRUCTURES. ALL TREE PLANTING TO BE KEPT 8 FEET AWAY FROM ANY DRAINAGE OR SANITARY STRUCTURE OR PIPING. DRAWINGS. DETERMINE THE ELEVATION OF THE ROOT FLARE AND ENSURE THAT IT IS PLANTED AT FINISHED GRADE OR SLIGHTLY ABOVE. SEE PLANTING DETAIL. Southampton,1 8 - 31Y(office 3. ALL PRECAUTIONS SHALL BE TAKEN IN CARTING, STORING, AND PLANTING OF MATERIALS TO PROTECT ADJACENT PAVEMENT AREAS. 17. GRADE ALL NEW PLANTING AREAS TO MAINTAIN THE EXISTING DRAINAGE PATTERN. (631► 2 iysdes7 c.co info@araiysdesign.com 4. DAMAGE TO EXISTING OR NEW WORK BY THE CONTRACTOR SHALL BE REPAIRED AT HIS EXPENSE. 18. PROVIDE TOPSOIL TO 12 INCH DEPTH IN ALL LAWN AREAS AND 20 INCH DEPTH IN SHRUB, PERENNIAL AND ANNUAL BEDS. PERENNIAL AND ANNUAL BEDS SHALL BE AMENDED THE PLANTING PLAN WILL TAKE PRECEDENCE OVER THE PLANT LIST IF DISCREPANCIES BETWEEN THE TWO EXIST. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF SUCH WITH COMPOSTED ORGANIC MATERIAL, 20% BY VOLUME, TO THE UPPER 8-12 INCHES OF THE ENTIRE BED AREA AND ROTO-TILLED IN. DISCREPANCIES. 19. TOPSOIL AND SEED ALL DISTURBED AREAS NOT BUILT UPON, PAVED, OR LANDSCAPED AS A RESULT OF ANY AND ALL CONSTRUCTION OR STORAGE OF EQUIPMENT, WHETHER 5. ALL PLANT NAMES AND DESCRIPTIONS SHALL BE AS DEFINED IN HORTUS THIRD, THE STAFF OF THE L.H. BAILEY HORTORIUM. 1976. AREAS ARE SHOWN ON THE PLAN OR NOT - CONTRACTOR TO FIELD VERIFY AREAS OF SEEDING. SEE SEEDING NOTES. 6. PLANTS SHALL BE TRUE TO SPECIES AND VARIETY SPECIFIED AND NURSERY-GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. UNLESS SPECIFICALLY NOTED, ALL 20. THE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF FOUR GROWING SEASONS FROM THE DATE OF PLANTS SHALL BE OF SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, SYMMETRICAL, FREE OF DISEASE AND INSECTS, EGGS, OR LARVAE, AND SHALL HAVE HEALTHY, ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, WITHOUT COST TO THE OWNER, ALL PLANTS DETERMINED BY THE LANDSCAPE ARCHITECT TO BE DEAD OR IN AN WELL-DEVELOPED ROOT SYSTEMS. THE OWNER OR HIS REPRESENTATIVE RESERVES THE RIGHT TO TAG, INSPECT AND APPROVE ALL PLANT MATERIALS AND REJECT ANY PLANTS UNACCEPTABLE CONDITION DURING AND AT THE END OF THE GUARANTEE PERIOD. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT SPECIMENS OF THE SAME SPECIES. THE FOUND TO BE UNACCEPTABLE AT THE NURSERY, AT THE SITE UPON DELIVERY, OR UPON INSTALLATION. GUARANTEE OF ALL REPLACEMENT PLANTS SHALL EXTEND FOR A PERIOD OF ONE YEAR FROM THE DATE OF THEIR ACCEPTANCE AFTER REPLACEMENT. 7. ALL PLANTS SHALL BE LABELED BY PLANT NAME. LABELS SHALL BE ATTACHED SECURELY TO ALL PLANTS, BUNDLES, AND CONTAINERS OF PLANT MATERIALS WHEN DELIVERED. 21 . FALL DIGGING HAZARDS: IT IS VERY RISKY TO TRANSPLANT THE FOLLOWING LIST OF TREES IN THE FALL CD PLANT LABELS SHALL BE DURABLE AND LEGIBLE. • EETULA VARIETIES 8. SUBSTITUTIONS OF PLANT MATERIAL WILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE ARCHITECT. OSTRYA HALSEIA VARIETIES PRUNUS - ALL PLANT MATERIAL IS TO BE LOCATED AS PER THE PLANTING PLAN. IF OBSTRUCTIONS ,,ROCK, TREE ROOTS UTILITIES ETC.) ARE ENCOUNTERED IN THE EXCAVATION OF THE •( ALL STONE FRUITS CARPINUS VARIETIES .N PLANTING AREAS, ALTERNATE LOCATIONS FOR ANY PLANTING SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. • ILEX OPACA VARIETIES 0 9. ROOT BALLS SHALL BE FIRMLY WRAPPED WITH NON-SYNTHETIC, ROTTABLE BURLAP AND SECURED WITH NAILS AND HEAVY NON-SYNTHETIC, ROTTABLE TWINE. THE ROOT COLLAR • PYRUS VARIETIES a SHALL BE APPARENT AT THE SOIL SURFACE. ROOT BALLS SHALL NOT BE BROKEN, LOOSE, PROCESSED, OR MANUFACTURED AND SHALL ARRIVE AT THE SITE WITH THE ROOT BALL • KOELREUTERIA PANICULATA Q AND BURLAP INTACT. PLANTS SHALL BE DELIVERED TO THE SITE COVERED WITH A TARPAULIN. THE LANDSCAPE ARCHITECT WILL REJECT ANY PLANT MATERIAL NOT MEETING • CELTIS VARIETIES QUERCUS - THE ABOVE CONDITIONS. ALL PLANTS THAT CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE KEPT IN THE SHADE, WELL PROTECTED WITH SOIL, WET MULCH, OR • ALL OAKS EXCEPT Q. PALUSTRIS CD OTHER ACCEPTABLE MATERIAL, AND KEPT WELL WATERED. • CERCIDIPHYLLUM VARIETIES 10. ALL PLANT MATERIALS ARE TO BE INSTALLED AS PER THE PLANTING DETAILS. THE SOIL UNDER PLANTING AREAS SHALL BE AMENDED WITH COMPOSTED ORGANIC MATERIAL, 50% • LIQUIDAMBAR VARIETIES Q BY VOLUME, TILLED INTO NATIVE SOIL BY DISKING, ROTOTILLING, OR OTHER APPROVED METHOD OF TILLAGE TO A MINIMUM AVERAGE DEPTH OF 8 INCHES, AND SHALL BE LEVELED • SALIX - WEEPING VARIETIES AND RAKED TO PREPARE A SMOOTH AND EVEN GRADE. STONES AND OTHER DEBRIS OVER 1 INCH IN DIAMETER SHALL BE REMOVED FROM THE SOIL SURFACE AND A UNIFORM • LIRIODENDRON VARIETIES GRADE ESTABLISHED. IF TRAFFIC HAS LEFT SOIL COMPACTED, THE AREAS IN THESE CONDITIONS MUST BE SCARIFIED, RE-TILLED TO A MINIMUM DEPTH OF 12 INCHES AND • CORNUS FLORIDA & VARS. RE-SMOOTHI-D AS ABOVE. • SORBUS VARIETIES 11 . BACKFILL ALL SHRUB PLANTING PITS WITH 3 PARTS TOPSOIL WITH 1 PART COMPOSTED ORGANIC MATERIAL. ALL PLANTS ARE TO BE BACKFILLED IN 12" LAYERS, THOROUGHLY • CRATAEGUS VARIETIES WATERED AND TAMPED AS BACKFILLING PROGRESSES. SEE PLANTING DETAIL. • MALUS - IN LEAF FAGUS VARIETIES 0 12. COMPOST SHALL CONTAIN ORGANIC MATTER OR MATERIAL OF A GENERALLY HUMUS NATURE CAPABLE OF SUSTAINING THE GROWTH OF VEGETATION, WITH NO FOREIGN • TILIA TOMENTOSA VARIETIES M MATTER (i.e. GLASS, PLASTIC, etc.) OR MATERIAL TOXIC TO PLANT GROWTH. COMPOST SHALL HAVE THE FOLLOWING MINIMUM REQUIREMENTS: • NYSSA SYLVATICA • pH: 5.5 - 8.5 • 2ELKOVA VARIETIES CIL • MOISTURE CONTENT: 35% - 55% "THE CONTRACTOR WILL ASSUME RESPONSIBLITY FOR PLANT SURVIVAL OF THE ABOVE MATERIALS IF MOVED DURING THE FALL SEASON. z • PARTICLE SIZE: < 2" ryC • C:N RATIO: 15-30 : 1 CDCD Q G ENE_RAL PLANTING NOTES Q E N.T.S. o Q Q 0 0 U V co Cn CD U LL_C) 0 o O Y w o a� Cz E aD .n o Cz Cz uJ E �- -o C) z z U co ,Q c/) J J a C/) NOTES 1.DO NOT HEAVILY PRUNE THE TREE CCS AT PANTING. PRUNE ONLY CROSSOVER LIMBS,CO-DOMINANT NOTES. -4Q i y Q LEADERS,AND BROKEN OR DEAD 1.DO NOT HEAVILY PRUNE THE TREE AT PANTING. PRUNE ONLY CROSSOVER LIMBS, E BRANCHES.SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE CO-DOMINANT LEADERS,AND BROKEN OR DEAD p PRUNED,HOWEVER,DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES BRANCHES SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED, pp THAT EXTEND TO THE EDGE OF THE CROWN HOWEVER,DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN U 2.STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. Q DECIDUOUS THE EVERGREEN TREE 2 STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT. SHRUB (SEE PLAN FOR DETAILS O� T _ 3 SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 INCHES HIGHER IN A Q MARK NORTH IN NURSERY- SLOWLY DRAINING SOILS. KEEP TRUNK FLARE EXPOSED- 3 SET TOP OF ROOT BALL FLUSH TO GRADE OR 1-2 INCHES HIGHER IN SLOWLY DRAINING REMOVE WIRE BASKET- KEEP ROOT FLARE EXPOSED- 4 USE 3 INCHES MULCH DO NOT DO NOT COVER ROOTBALL WITH SOIL- SOILS. Seal: -+--: PACE MULCH IN CONTACT WITH TREE TRUNK.MAINTAIN THE MULCH 4.USE 31NCHES MULCH DO NOT CUT TOP a OF BURLAP- SPACING AS PER PLAN DO NOT BURY ROOTBALL- �� WEED-FREE FOR DURATION OF CONTRACT PERIOD. PLACE MULCH IN CONTACT WITH TREE TRUNK.MAINTAIN THE MULCH WEED-FREE FOR 5 CREATE 6 INCH HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL, DURATION OF CONTRACT PERIOD. 5.CREATE 6 INCH HIGH EARTH SAUCER BEYOND EDGE OF ROOT BALL 2" LAYER M U LC 6.BACK FILL WITH EXISTING SOIL,ADD 50%MAX.BY VOLUME COMPOSTED PLANT MEDIA ORGANIC MATERIAL TO THE EXISTING SOIL,FIRM MIXTURE AT12INCH 6.BACK FILL WITH EXISTING SOIL,ADD 50%MAX..BY VOLUME COMPOSTED ORGANIC AVOID CONTACT WITH TRUNK- SAN SANDY LOAM INTERVALS-THOROUGHLY SETTLE WITH WATER MATERIAL TO THE EXISTING SOIL.FIRM MIXTURE AT 12 INCH INTERVALS-THOROUGHLY �\-(ECT � 1:1:1 MIX OF EXISTING SOIL, SETTLE WITH WATER. MAINTAIN WEED FREE FOR DURATION OF Q,L AND COMPOSTED ORGANIC MATERIAL BALL. MOVEALLTWINE,ROPE,WIRE,ANDBURAPFROMTOPHALFOFROOT 7.REMOVE ALL TWINE,ROPE,WIRE,AND BURLAP FROM TOP HALF OF ROOT BALL. CONTRACT PERIOD ROUND COVER (SEE PLAN FOR DETAILS)8 IF PLANT IS SHIPPED N FOUR PLACES FOLD DOWN 81NCHE IRE BASKET S AROUND ROOT S INTO PANTING BALL, '� BASKET IN FIO RHP ACES AND FOLDEDOWN B INCHES INTOBASKET AROUND EPANT PLANTING HOLE ROOT BALL,CUT THE WIRE THE WIRE BASKET ^u WIDE SAUCER RI o z z HOLE � a ery-~ � 0 2 PLANT MEDIA F r O 9 PACE ROOT BALL ON UN-EXCAVATED OR TAMPED SOIL TO PREVENT SETTLEMENT 2 LAYER OF MULCH ` ,� 9 PACE ROOT BALL ON UN-EXCAVATED OR TAMPED SOIL TO PREVENT 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, 12" DEEP LAYER OF PLANT MEDI Q �P0 SETTLEMENT. 10.PRUNE ONLY CO-DOMINANT LEADERS,AND BROKEN OR DEAD BRANCHES \/ �LLC�1Ll/1� �1L1/1L��L/Lll/LLl/ 5 AND COMPOSTED ORGANIC MATERIAL 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, \\i\\i\ '��si� ,k10 AND COMPOSTED ORGANIC MATERIAL \\ \ �\\� 12 LAYER OF PLANT MEDIA a� / , /\y \�/\\� \\�/,/ \/\� \�/\\i \ 1 c uli�i ice✓ �.1 \\/\/ \\ \/ � �\ � 1:1:1 MIX OF EXISTING SOIL, SANDY LOAM, AND i\\�\� �i\\/\i/ i\\j\\\�\ \\\/\\�i%�`j\ \ \' EXISTING SUBGRAD /\\�\i\; 1:1 SLOPE ON SIDES \\�\\�\/\\ \/\\\\/\\\ ji/\\\\ 1:1 SLOPE ON //\� , \ //\ \// / \\\ //\\/ \\ \\/\\\\\/\\/ /\\/\\\�\\/ �\\\\/\\/ COMPOSTED ORGANIC MATERIAL OF PLANTING HOLE OF PLANTING HOLE !\%� ��i�\\ \i\\\ �\ \\ i\\%'�\ ��'��i�\i `'�''��i/`fi �i ��,/�i\ \� i -� \�- - r-� /\/\\ \i//\ \ \ XISTINGSUBGRADE STEVEN G. NIERODA R.L.A. a 2 x DIA ROOTBALL (MIN) ! \ /\/\ \/\/\///\/\\ n COMPACT SOIL AT BASE OF ROOTBALL COMPACT SOIL AT BASE OF ROOTBALL �'�\'�\�� \� N.Y.S. LIC. NO 2308 2 x DIA ROOTBALL (MIN) !!%� \ \\\��!�i �\i\\��\'!��%' Revisions C 2 x DIA ROOTBALL (MIN) No. Date Description Q 1 07/21/2023 PRELIMINARY REVIEW 0 2 07/18/ 024 FOR REVIEW U DECIDUOUS PLANTING DETAIL TYP. EVERGREEN PLANTING DETAIL TYP. SHRUB PLANTING DETAIL TYP. GROUNDCOVER PLANTING DETAIL TYP. 4 °0;°9;202 REVISED FOR SUBMISSION2 3 4 5 11/06/2024 ISSUE FOR TRUSTEES N.T.S. N.T.S. N.T.S. N.T.S. 6 12/17/2024 3 v 0 N N C Jab No. NOTES: 230605 • S.C.T.M.# 1000-123-03-2.1 Date • THIS PLAN HAS BEEN PREPARED FROM 06/05/2023 A SURVEY PREPARED BY NATHAN Scale TAFT CORWIN III LAND SURVEYOR,P.C. 1" =10' o • -P.O.BOX 16,JAMESPORT,N.Y.,LAST Drn.By REVISED ON 10/06/2023. GV • SOIL TEST HOLE DATA PREPARED Chkd.By SGN BY:MCDONALD GEOSCIENCE ON 9/9/2022 Drawing No. • ZONE: R-40 3 w O • THIS PLAN HAS BEEN PREPARED FOR SITE PLAN APPROVAL ONLY.THIS PLAN IS NOT TO BE USED FOR L6 , 2 o CONSTRUCTION PURPOSES. • AREA= 58,310 S.F. 1.339 ACRES