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HomeMy WebLinkAbout1000-51.-1-7 S0 ,�,"1.e/�pS01/7 ; OFFICE LOCATION: , MAILING ADDRESS: Town Hall Annex �� ' \ P.O. Box 1179 54375 State Route 25 algSouthold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 �OQ'/1�� Telephone: 631 765-1938 --q.00UNU:.• • LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: May 19, 2015 Re' Local Waterfront Coastal Consistency Review for KEVIN GALLAGHER SCTM# 1000-51-1-7 En-Consultants on behalf of KEVIN GALLAGHER requests a Wetland Permit and a Coastal Erosion Hazard Area Permit to remove existing bluff stairs including associated decks, landings, and concrete pad; construct along eroding toe of bluff approximately 127 linear feet of stone revetment, including ±13'westerly and ±11' easterly angled returns, all consisting of approximately 3 to 5 ton stone placed over 50 to 100lb. core stone and filter cloth; restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand re- nourishment(including approximately 240 cubic yards of on-site material excavated from toe of bluff for revetment installation and approximately 260 cubic yards of clean sand to be trucked in from an approved upland source), to be vegetated with native plantings; establish a 10'wide non-turf buffer with native plantings adjacent to bluff crest; and construct new 3'wide by±78' long (top to bottom)elevated timber bluff stairway with platforms (including 3'x6' entry platform; 3'x6' and 3'x3' middle platforms; and 3'x4' platform leading to 5'x6' platform connected to 3'x12' beach steps at base). Located: 17975 Soundview Avenue, Southold. SCTM#51-1-7 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 actions are CONSISTENT with the below denoted Policy Standards and therefore are CONSISTENT with the LWRP; provided. The Board determines that accelerated erosion impacts to adjacent properties due to the deflection of wave energy resulting from the construction of the stone revetment will not occur. The design proposes two returns angled to adjacent properties. The design may increase erosion to these properties in storm events that result in storm surge. 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: Lori Hulse, Assistant Town Attorney Tbwn of'Southold , , 0 DIE fG. 11 LWRP CONSISTENCY ASSESSMENT FORM tiMAY 0 5 2015 A. INSTRUCTIONS 1. All applicants for perm its* including Town of Southold agencies, shal corn pl annn� °ad for proposed actions that are subject to the Town of Southold W aterfront Con s assessor ent is intended to supplem ent other inform ation used by a Town of Southold agency in m a k i n g a d e t e r m i n a t i o n 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 to its significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. 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# 51 - 1 _7 i,' PROJECT NAME Kevin Gallagher APR 2 4 2015 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Remove existing stairway,including associated decks and landings;construct along eroding toe of bluff approximately 127 linear feet of stone revetment,including+/-13'westerly and+/-11'easterly angled returns,all consisting of approximately 3 to 5-ton stone placed over 50 to 100-lb core stone and filter cloth;restore bluff face by constructing terrace retaining walls and placing approximately 500 cubic yards of sand renourishment(including approximately 240 cy of on-site material excavated from toe of bluff for revetment installation and approximately 260 cy of clean sand to be trucked in from an approved upland source)to be vegetated with native plantings;establish a 10'wide nonturf buffer with native plantings adjacent to bluff crest for control of stormwater runoff;and construct a new 3'wide x+/-78'long(top to bottom)elevated timber bluff stairway with landings,all as depicted and further described on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated April 23,2015. • Nunemaker, Amanda From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Monday, April 27, 2015 10:32 AM To: Nunemaker, Amanda Subject: RE: Gallagher Amanda, although it's made of concrete, it's the top landing of the existing stairway, and the project description states "remove existing stairway, including associated decks and landings." So it should be covered, but if you're looking to see it more specifically called out,just change the first sentence of the project description (before the first semi-colon)from "remove existing stairway, including associated decks and landings" to "remove existing stairway, including associated decks—la dings;and concrete pad' Rob From: Nunemaker, Amanda [mailto:Amanda.Nunemaker@town.southold.nv.us] Sent: Monday, April 27, 2015 9:46 AM To: Robert Herrmann (rherrmannenconsultants.com) Subject: Gallagher Hey Rob, Please include the removal of the cement pad at base of steps into your project description since I see it on the plans and it was a condition of the prior existing staircase permit for this property,thanks. Amanda .Nunemaker Board of Trustees 'Town of Southold Phone: 631-765-1892 Fax: 631-765-6641 1 , Location of action:17975 Soundview Avenue, Southold Site acreage: 1.396 Present land use: Residential, single family dwelling. Present zoning classification:R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:Kevin Gallagher (b) Mailing address: 32 Morton Street,Apt. 7A New York,NY 10014 (c) Telephone number: Area Code 212-816-8007 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes [Si No ❑ If yes, which state or federal agency?NYS DEC 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. Yes ❑ No P<1 Not Applicable 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 Yes ❑ No ® Not Applicable 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 n Yes No IN Not Applicable 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 8 through 16 for evaluation criteria Yes No Not Applicable See attached narrative addressing Chapter 275,Chapter 111 and Local Waterfront Revitalization Program Policy No.4. 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 Yes No ® Not Applicable 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. n Yes No ® Not Applicable Narrative Addressing Chapter 275, Chapter 111, and Local Waterfront Revitalization Program Policy No. 4 for KEVIN GALLAGHER 17975 SOUNDVIEW AVENUE SOUTHOLD,NY SCTM#1000-51-1-7 The subject property is located along a stretch of Long Island Sound shoreline running parallel with Soundview Avenue that has been severely impacted by increasing bluff erosion during the many Nor'easter and other significant storm events of the past decade, especially including the Christmas 2010 Blizzard and Super Storm Sandy in October 2012. In response to this accelerated shoreline erosion, owners of privately owned properties located throughout this geologic cell have been forced to seek approvals for the construction of shoreline stabilization structures, such as those issued by the Board of Trustees in November 2011 for rock revetments along the properties located three and four to the west of the subject parcel (Wetlands and Coastal Erosion Management Permits Nos. 7692/7692C and 7693/7693C, issued to 17665 and 17555 Soundview Avenue, respectively). Also located less than a mile to the east of the subject property is the rock revetment that was installed by the Town of Southold in 2011 to prevent the collapse of Soundview Avenue itself. Similar, ongoing bottom-up erosion of the subject bluff is evidenced by a landward transgressing bluff toe; a steepening bluff face; and the loss of naturally occurring vegetation from the toe of the bluff up to a certain point below the top of the bluff, which is clearly illustrated in the attached site photos. Therefore,the applicant is proposing to remediate this ongoing erosional loss with an erosion control project designed in accordance with the generally accepted eroding bluff stabilization practices recommended by the USDA Natural Resources Conservation Service, which is to simultaneously stabilize the toe,top, and face of the bluff by implementing a combination of structural "hard"toe stabilization and both structural and "soft" sand and vegetative bluff face renourishment. Specifically, a stone revetment is proposed to stabilize the toe of the bluff, which will occur first. Then the "washed out"portion of the bluff face can be stabilized with terrace walls and renourished with sand and planted with native vegetation, including beach grass for groundcover and woody plants such as northern bayberry and beach rose. A 10' wide nonturf buffer to be planted with native vegetation will be established adjacent to the bluff crest to provide improved soil retention and increased absorption capacity for runoff landward of the bluff during heavy rain events. Pursuant to principles set forth by Section 275-11(B)(1)(b),the proposed stone revetment is proposed in an area suffering from extreme erosion, as described above and noted in a May 2014 memorandum to the Board of Trustees from the Town's Local Waterfront Revitalization Program(LWRP) Coordinator, who provided an aerial photograph as evidence that the subject bluff was "actively eroding" at the time the above noted stairway application was submitted last year. Consistent with Section 275-11(B)(1)(b), Page 1 of 2 Section 111-15, and Policy 4 of the LWRP, the revetment will be installed with a sloped face and angled returns and will be placed along the existing bluff toe to avoid encroachment on the beach surface seaward of the existing bluff and to avoid causing a measurable increase in erosion at the site or adjacent properties or result in any other adverse impacts on adjacent properties or natural coastal processes and resources. Further pursuant to Section 111-15, the purpose of the proposed structure and integrated erosion control remediation plan as described above is designed specifically to stem the continued denuding and loss of the bluff, the property's natural protective feature; and the design has been engineered in accordance with generally accepted engineering principles and is likely to control long-term bluff erosion at the site through long-term maintenance and its intended ability to withstand inundation, wave impacts, weathering and other effects of storm conditions for a minimum of 30 years. The project is further consistent with Policy 4 of the LWRP because the structure is being proposed only where 1) non-structural, vegetative means alone will not be sufficient at stemming the advanced and ongoing bottom-up bluff erosion at this site; 2) the natural protective feature, i.e., the bluff, cannot be effectively enhanced without effective stabilization at its toe, as evidenced by the recent pattern of severe erosion throughout this geologic cell; 3) a hard structure is the only design consideration that can practicably and effectively provide such toe stabilization; 4)the proposed structure has been limited to the minimal scale necessary to effectively stem the erosional trend and is based on sound engineering practices; 5) vegetative restoration and enhancement is and will remain part of the long-term remediation plan design; and 6)there will be no significant direct or indirect costs incurred by the public as a result of the project. Ultimately, the goal of the project is to stabilize, restore, and enhance the natural protective feature of the property for the purpose of minimizing the loss of structures and natural resources from erosion, which is consistent with the relevant permit standards set forth in Chapters 275 and 111 and with the goals of Policy 4 of the LWRP. Page 2 of 2 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. Yes No M, Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. Yes ❑ No Ni Not Applicable 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 LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. M Yes Non Not Applicable The proposed structure will be installed along the existing toe of bluff and above high water associated with Long Island Sound and will not prevent or inhibit public access along the beach. Attach additional sheets if necessary WORKING 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. , Yes No Not Applicable Attach additional 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® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. Yes No � Not Applicable 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. ri Yes No M Not Applicable PREPARED BY TITLE Coastal Mgmt. Specialist DATEApri1 23,2015 Robert E. - ann Amended on 8/1/05 . . - .--- ••,•,-F---i-i----------------I•—L----,4---i•,,,,,.---,t-7-,-----.4:..-..-..-,•z=-L-::::L-_-,i,L::.. .:--.....z.,,,;....z.e:-a.i•,,.,:,z..---r-,....... . z::..,_-,••-- ---:,.,-.A,..Etf--..-.._.T.r•-......!:;T--•,--,t::,_a.f.,:,t.or;--v•,-•,...--.- ,-,••.•Ir.ri-•,•:-a-i-iz'•,<-,i'•:•-,:•;,---s--• •- I, PRoPERTM.,,, • . . .1- ' 1 CO 15 PI 02.21.51 N ..„.s. _ 011.12-02 i :1'1! 05 IS. 00.25. ,A • i ers-rs-os CR 22.05 ..,......., gooff;500.07 • W.. eg.• 00-15-05 M.O. 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POP4OPP PP ow if PP+ KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE, SOUTHOLD ,{� � es. a f t., F ... -21 �.,< l ,�l f• i 1� ,��,"..{��Ky k �' k - "". ` ,T a .+ '� '. awe a A. �. p� �. 1 $ s * h. ` - H - ( ,:'N,'°,,,,, 4 F d� Ci i,..,!..'414 T. €"•'',. • fir,., k a a -+i' ."' _ wt:,/_�e i +c.�«s ''• ; i .L.N. a ' re '�'.'�'--� X( '- � `til. s . � � ' _ � "�` ' tea? �•11..,,,--„,,, � ��' 4,..� c, r ,uf s s? $ ,+1 _ < < k ""'."tet .. � „. f - Figure 1. Looking south from beach at existing bluff stairway to b removed and replaced;and at eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. .,,..--,*1„_,„,„„,n f} i §k� s a+t,i. 4- z ia " ,Z Y ,-?Y •X,.fry ,..��-� , =-"...---.f..- .a a" `^ fir, r, 4. ' ♦ a[ �M,' ,.,y, . ,„a ,s 7. s` yy,r1, R x` . �,� a ya+- -4.-e..-- - :,-,....,,:i.,%.,02.0., t ' Y w r '% a a r _ _. r� yam.d z*r ar4-.a, ..a s� E r . a ?► ,„ Figure 2. Looking southeast from beach at existing bluff stairway to be removed and replaced;and at eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. KEVIN GALLAGHER, 17975 SOUNDVIEW AVENUE, SOUTHOLD t -,,f { a t (I !rye, ,, :‘,.., ;,, e r t .' . r 4 1:; \ - _ e! .1"11 �+ .. _14, ..„ , . . ,,. .t• ,-, ,, .,-it,--",-.4-1A-*.-, rt� '+ v,a� ,' t`ci li- a y 'y a. . i, ,yam , s. yr ..j.,....„.„,.----- - - , -, •� g -' ' .....;.i►,..z.c.w. :: `'t.�a.. ,„7„- qtr:- • s. ' 1 - ' •_ .. .. � .r._. _ - - -...-.. - - - Figure 3. Looking southwest from beach at existing bluff stairway to be removed and replaced;and a eroding bluff to be stabilized and restored with rock revetment along bluff toe and bluff face renourishment,terracing,and native plantings. �t�1.. -- E' ' i» �' 1 lee '' 1 , ',r`t ;t y i � • # t.Y � a. $ .4.. -4* ' ..' ,... ,. , ___ .v ' . _ . . . . . . . .. , _ . . . . _ . .. . - . . . . .... .. . . , ... . . . . . , . .. . • Figure 4. Looking north at top of bluff and existing vegetation to remain and at location of proposed 10'wide nonturf buffer to established in place of existing lawn within 10 feet of bluff crest. ,,-;',iii. ..a :.b'�'Lust,..:;p,.., �:�:,u';�5:,:. I�ir=_,d' :.J"• - -.:1�">;,-:,�h�� • 13 -� SENERAL MOTSy� ' .Sidi! 'rv' i x a l^ a, �f a- i 'y,r E-.-c.�` a e i s, Jrw + 1° (� to 4 3 { n a 4 6 � � �Yd i V 1.3 I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE SITE PRIOR TO STARTING OF WORK AND ;' ' ': C w > a'' ` .3 '°` :,1: , HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME. 4 t � k ad ''; ` s , `' '` --Eft€p e ls. 2. ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING GODS a - ,max, w ,I.„ ,„,•Aµt - �[Y h" B AND ALL RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD. r r 1 I � max, Y K n n 5 e �`� 3. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT A5 INDICATED ON t xv`? �ws..A.r* a i'' to r. -,,,• ai' �x �,,'j`ar• ; ' „r �:,. 3++'` i�- THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ENGINEER.SHOULD HE FAIL TO .. ti: 'fi -x3w1f1 s' * 1 'f - y�pv s�.r �, "5� if �>`�f'$�h'F' �",v a� _+ 2j '(5L k FOLLOW THIS PROCEDURE,AND CONTINUE WITH THE WORK,HE SHALL ASSUME ALL RESPONSIBILITY AND � ' z���� k i�Y �. � s*°' [�,, �AT10N"``' �� � �f y" a031�� LIABILITY ARISING THEREFROM. 7u ; `� n ` i'� , ,: Y u`` ~_\ MOD STAIRS , y yM :a f{Cr" r Ae c : ` 4. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO INTO EXISTING SLOPE. 4 C�" m, �Q� J«: tl '' A k Y f { -tt;y y W • LO �nw \\.`•Ac3 • z-3 �Ia LArrflIN� / 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SOFT. f = �,�•� _ ��3 s 'r AND SHALL HAVE A MINIMUM OF 6-0 OF COVER bVA;* 4 ON 10 b. DESIGN TIMBER STRESS-DOUGLAS FIR,NO.2 GRADE FB =825 P51 E= 1,200000 P51. 3 t� ,,.,�$ � , � �3ti •�pS�� Q ��„„ ISA 1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. THE ENGINEER HAS " C '' i � �� I � Y •, _ ` t{ V' ISIS -j}1`SK^ - ,- t=( - '" ,1`a`k. -0'"L" •Y�-+ J# 5.1 tsl ''" I : .k o� • NOT BEEN RETAINED FOR ON SITE INSPECTIONS AND/OR OBSERVATIONS OF THE CONSTRUCTION. € 1 r� x 4d �eF d.a 'It " P ID* 1- f- 01) 8. ALL METAL JOIST HANGERS AND OTHER METAL CONNECTORS REQUIRED SHALL BE FI x #g �K,� Horton Point :,3rIPE' � vSS0 b `TECO CONNECTORS'OR EQUAL AND SHALL BE CAPABLE OF HANDLING LOADS® T. r`k. ,, = 0�' ► • -Hastramomuck i �� O�0 \��\ 1d� 0y1 ��to O • n CONNECTION POINTS. INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH v �► A r I_3 N 3 e`l\ �� 3 io WOOD STAIR 0 ,y• 12 d L SPECIFICATIONS AND RECOMMENDATIONS. •N \� \ 4.1 14 0 0 1ANDD' MANUFACTURERS SPEGIFI A ` ` "^• . „ w �� `.1,, , , Horton Nes O *-- - 1;:2.-,,,:,„_.». t - ,� rtt �r -1f 11I F ;Ly ; z5 S\�y l x _ / Y \\1 STONE LANDWARD OF TOE OF �� I. STAIRS TO COMPLY WITH NEN YORK STATE BUILDING CODE. `' '. ;t '`5 i.V`-y t :<.L`;�=+' to ., 3_b d / / 20 YIP BE GRADE 10.ALL LUMBERNON). `=';:- r `. • BLUFF SHALL ABOVE SHALL BE CCA mow: <",:. " x-2215 4,:r--:-:',, ,°.`;:>''.':4 '} ,.,r-,'--.<'::,:;kms Lill Pond �y ��e�'' FOR TYPICAL ELEVATION II ALL POST AND DECK HARDWARE SHALL BE HOT DIPPED GALVANIZED,U.O.N..IN ,.;,;-�:..._.- "''°y` :.-_. G .5 �- --2624 / 'A', I ACCORDANCE WITH ASTM A153. . 4 �� 28 _--p SEE SECTION A,THIS DWG ' TREADS AND PLATFORM SURFACES TO BE BUILT WITH COMPOSITE < < • I1.2/ 12. HANDRAILS, ;,, ' �BuddsPc Z' O 320 MATERIAL(TREX OR EQUAL). ;= " Po • / O /' �� 53 34 `\ � 4 © ' 43� 19. .38 ao / O ��� P��QP�"OIC�n� �°� `' tV` ' �i/'J 6 SCOPE OF V1ORK: '.,.V'. u.. -v" ,�'' `OOV 101k .,,,f,- ; • '�- �� ( 42 O o �\ ( t" .':k r t IFN Beixedon Estate. '� PROPOSED RE-VEGETATION: /'',1_9C)00* mi Cil / I. V' _.GN / .. ..`` :,,,=r-f; ::� TAO, .�.,,.f Great Pond 'Y:• .�mac,,. �j-t ��// ^, X00 -AA PLANT PER PLANTING DETAIL AND ��\ (C,v /�I' \ to I. NO DEBRIS SHALL BE PERMITTED TO FALL SEAWARD OF AREA OF WORK OR TO H i-:---.'- O a to _ E��j�` . �R / SCHEDULE,SEE DWG No.2 (0 � `� p 4.1 • r' 12 ADJACENT PROPERTIES. 4'oq ` '�, ♦ €_:,:µ .`= « a- = , • �� 5� / ti� a 2.SEE FILL AND COMPACTION '>;:: �1 ,% 1•1 � I NOTES PRIOR TO ANY SITE WORK. `x' ♦ I\ r14 sonthol� `�`'� ^,ii / 16 b, ,� 429 -50 , ° - .��� • ' 6 „�/'� 24.4 �,,,,�//// 52 PROPOSED TERRACING: 25 �\� Fi ��ti IS 3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO EXCAVATION. STAIR !® li fi:,.... ,,1 :1e. o� �► . 0 �������� X5.8 , . may,: ., �/ As\ AND REVETMENT CONTRACTOR SHALL COORDINATE REGARDING STONE/STAIRt ,. Founders LandlnA Park° ,, n=t' t c 2 ��� I� 4zs'4 5z INSTALL PER TERRACING DETAIL 03 - _ -rt Za22o 1P PkV /PIPE3_b ✓ �,�p�L 2220 POST LOCATION. rt \ ,.: 33 \(ZA-041;04,0-'#- • -•I� v cpS Pte" w i / ° AND SCHEDULE,SEE DWG No.2 4 . .0 I- �•. ... rn 32 34 � 1� / ``� ����•�', l,Vv �0 W 26 24 4 CONSTRUCTION ON BLUFF FACE SHALL BE REMOVED PRIOR TO THE START OF 36 l '\C"' O,tG� 53.4 pA0 PROPOSED STONE REVETMENT: ���� y� `'" \� \�\��` �/ ll I 40- Wp00 Gp\� ±121' LONG 1111 =.�- \5-(\ '\\,\ P5 21 • 28 a.REMOVE ITEMS TAGGED FOR DEMOLITION LOCATION MAP: �a2 E�'' ,11111 3,1 t-o a FOR TYPICAL ELEVATION / .• ''%��'" - �cb 5'� (�G,.r`�` W 30 32 b.REMOVE ALL UPROOTED' DEAD VEGETATION.DEAD VEGETATION SHALL BE NOT TO SCALE '� -__ , SEE SECTION 'A',THIS DWG VIP' • 4A!4���j I/ f� c ' UstE OF 34 CUT AT GRADE,LEAVE ROOTS BELOW GRADE. 46 5o to?o'' *. 3T I 4-1Fatdreedpite� •W OjW � W-W W► prpUt)0.4>‘:•777.:.,_ 3S 3f' C.HAUL D�RIS AWAY TO APPROVED UPLAND SITE. NOTE: MACHINERY ACCESS FOR PROPOSED BEACH ACCESS STAIR CONSTRUCTION 15 x5 �' -• -• .� 1110 ,, 5. INSTALL PROPOSED BEACH ACCESS STAIRS,SEE SCOPE OF WORK-STAIRWAY 52 099k. a g`J 0144 G ��, : .� �,/ PROPOSED FROM BARGE ,w,`` / a ,�!�!� ` , �� ��Q�,'.... -�� -AO ,---F'ROP05ED GONSTUGTI�I AND SECTION 'B'ON DWG. No.2 FOR REQUIREMENTS AND 55.4 ''1 \r"' .SC" Air. / �WW WWW /.. •`` ie W W W W 42 M:; ' 1 1� �, ° ` �3 � T.w '� '�. / b-�, '� � ��A±,H ACCESS STAIR: CONSTRUCTION.�x�� �GOPyj 555- -1• x f5 �� W /��j s AA 3 WIDE ±78 LONG (TOP TO b.CONSTRUCT PROPOSED ARMOR STONE REVETMENT, ±127 FT LONG,SEE SECTION A G I }�I p Al eco 54.0 ' •�O. W W y 701/1161 SOTTO WOODBEAH PROPOS l7 ALU IVO felG �,{ }�'56 _ 56.1x �„� to {I I /° 46 M) (THIS DRAWING) U S I" I I�1T, a x54.8 ' x \ f t2 W W 4' . �� / �' a6 ACCESS STAIR, INCLUSIVE OF CONSTRUCT A5 FOLLOWS:5 ! x 56S T.W.563 t4 v rx 56.9 54.4 X / �` j '„ _ .4' ENTRY STEPS,(I) ENTRY A. EXCAVATED TO ACCOMMODATE PLACB�IT OF TOE STONE CAP TONE N/� S I �ILIZITIOit 1�X117 B GH �GG 55 111I9Nx x _ 1 , , WW t� W �� /Wx / ISAI7l/ /� L� 1\1 5a9x 51.Ix �, t� W ::4X `��% W W ! W� / -50 52 PLATFORM ,(4) LANDINGS RIP RAP. (BOTTOM OF EXCAVATION = ±EL.28') STA I ISS:- I151.4 x545 5b TY1�9 , \ �" 2° 2� W WW �'`a - i 52` AND 3' WIDE x tl2 LG STAIRB. INSTALL(I)ROW Or ARMOR STONE(TOE STONE)ONE STONE DEEP AND ONE I_ ..�\‘ Zr .� 24 26 V i p TO BEACH. ( SITUATE AT:x STONE HIGH, ±6'BELOW GRADE) A5 DEPICTED IN SECTION 'B',DW5 N0.2. ;5 x 60.1 60.9 58.1 � ��," 25 30 /� W W I FAN SEE DWG Not FOR ■ _ GUTGHOGUE NY ,./ 32 . ■ P`pE 1r' G. INSTALL 10 13 RIP RAP(50-100 LB GORE STONE) LANDWARD OF TOE STONE, !I�-� -x 34 ► a ■ INFORMATION 11 TO,JN OF SOUTHOLD+ E N 54.1 �P - I -- y 0� W ■moi 18" IN DEPTFI(MIN) AND UNDERLAIN WITH FILTER CLOTH -SEE SECTION A■.r / D. INSTALL(I)ROW OF ARMOR STONE(GAP STONE)ONE STONE DEEP AND ONE SUFFOLK COUNTY, NEW YORK APR 2 4 2015 1 • in =s� - AREA OF WORK 3� 34 PROPOSED 10' WIDE BUFFER: STONE HIGH,PLACE T.O.STONE® GRADE LANDWARD of TOE STONE) A5SGTM NO.: 1000-751-OI-07 I �,,, m36 --x� X• EX.BRICK WALL G 1:$, ■ R 5 `' re.�.1 a� �� �` 4;11;2105 .‘1,111.. ; - PROPOSED GRASS AREA(MIX DEPICTED IN SECTION 'A',THIS DWG. ZONING DISTRICT: N/A . Q E SEE THIS SHEET FOR SECTION A ,���,� p s OF AMMOPHILAE. INSTALL(3)ROWS OF ARMOR STONE ONE STONE DEEP AND ONE STONE HIGH USE: RESIDENTIAL i toEGK REVETMENT PROFILE - !�//�// � ! ` 55.4 FEMA FLOOD ZONE: N/A L_-. 003, CN I <x 5so� _ �`,'_ x BREVILIGULATA) BEACH GRASS (ABOVE GRADE) A5 DEPICTED IN SECTION'A',THIS DWG. INCLUDING THE re A6 /� �� ■�■� ■■■■■� �/ 55.3 rn 2-3 COLUMNS PER PLANTING BEDDING,THE BASE OF THE STRUCTURE WILL EXTEND APPROXIMATELY *.0' SITE DATA: EXISTING: T' ‘.45.4' 54 ���� �� SEE SHT 2 FOR SECTION B' �" �� ����:::��■■.- �=' ���■■► HOLE 12"0.0 MAX. WITH BELOW GRADE(APPROX + L.2U) �[ AREA OF SITE: 60,800 S.F. Lz m "� :N-23:0 ■■i■■■■■■�-.."- PANICUM VIRGATUM) SWITCH F. THE ARMOR STONE HILL BE INSTALLED 50 THAT THE EDGE OF THE TOP LAYER STAIR PROFILE, STABILIZATION �" ,� - � ■■■■■■■■�_ (1.3a6 AC. TO E4ULKHEAD)lST� 15� METHODS AND DETAILS ' �� ■■+�\�%���� �\ xaaGRASS AT 2'-0" O.G. 2 GAL. OF STONE WILL SIT LANDWARD OF THE BASE STONES BELOW IT. THEQ AGK pttl ■■■■■■/►- I '� .tele 4q3' 5% �jj■■■���P"�■•- \ON S p,MP� CONTAINER) STRUCTURE SHALL NOT ENCROACH BEYOND THE PROPOSED BOTTOM OF BLUFF ELEVATIONS ARE REFERENCED TO N.A.V.D. Ig88 DATUM m X1PF` 53.4 �� o ■ �- �tpa o '�pM �+�" 0 0r aq _ \ (±EL.4.0'). THE STONES AND BANK WILL AGAIN BE SHAPED,GRADED AND0 26�' AREA OF DISTURBANCE= :,: ` �p,5 \0�.�3 FILLED A5 NEEDED TO ENSURE A STABLE ARMOR STONE WALL `�Lo091:;....4\‘.., ' x �PSt� yy51 55.1 T.w53.o ' PROPOSED WORK SUMMARY: WILmi- x55.01.GRADE AREA IMMEDIATELY SURROUNDING THE ARMOR STONE. RESTORE SURFACE E--1 X Z�� EX ±5,330 SOFT. 53,: (off' INSTALL PROPOSED 3' WIDE ND BEACH ACCESS STAIR WITH LANDINGS. FILL, Q x 55.6 pN0 / B \ ELEVATIONOFBEACHTOMATCHNEIGHBORINGAREAS.�(6A1E , - 54.0� 4J 56x $.USE ANEST1MATED ±240GU.YDSOFGLEAN SANDY FILL(OBTAINED FROM TERRACE AND RE-VEGETATE AT THE CONCLUSION OF CONSTRUCTION.. RESTORE CO Q 51 242 5Q �� / 55.1 56.5 x© x EXCAVATION o B.O.BLUFF)AND SUPPLIMENT W±110 GU.FT.OF CLEAN SANDY FILL AREAS OF BLUFF FACE LEFT VACANT DUE TO REMOVALS,DISTURBED AREAS DUE L(1 j , `' V-:. J s X- 56 4 54.8 \ OBTAINED FROM AN APPROVED UPLAND SITE FOR THE PURPOSE OF RESTORING THE TO CONSTRUCTION AND WASHED OUT AREAS. , O W t4 i �� = Eb• 54.4 1 I�I� x >-<- X ;!rreeld z BLUFFS SURFACE ELEVATION TO IT'S NATURAL GRADE. izq �-( IL Q/ `� 4Z' ALL ERODED OR 6ULLIED AREAS SHALL BE RESTORED TO THE LEVEL OF THE r / STONES .. 24.1 45 O 0 SITE PLAN - PROPOSED WORK • THE WASHED OUT IAARREAA SHALL BE RESETORED TO THE LEVEL DEPICTED IN Cl a1' SECTION 'A',THIS DWG. ���' 6�i� 1� " q. INSTALL TERRACING AND PLANT BLUFF FACE PER DWG No.2,SEE FILL, �0 1602),1;1,-c:111,1 0•� x 1 RE-VEGETATION AND TERRACING SEQUENCE OF EVENTS NOTES' FOR PROCEDURES J.� 9 20 10 0 20 40 60 AND REQUIREMENTS. ,,,L __1 �� P05 ': GRAPHIC SCALE I" = 20'-O" W DILL OF MATERIAL: N/o/F �a r 'ON SITE' FILL ACQUIRED FROM PROP. WORK STONE QUANTITIES: ENGINEER: SETH EIGHLER _ I 3 TO 5 TON ARMOR STONE = �/ QUANTITIES RESERVED FROM: ±540 TONS BARBARA EICHLER ked ,�4d ��� I EXCAVATION® B.O. BLUFF = ±240 GU.YDS 50-100 LB5 GORE STONE _ ±I20 CU.YDS p F NEW yo 6�� 1' TOTAL ESTIMATED RESERVED ON SITE FILL = ±240 GU.YDS NOTE: FILTER FABRIC A5 NEEDED '� �� T. E ,p * PPPATIO �' 4 `,�// 1w i .� • / F9 ii 4, \R" �l '�cc ti EL.38.0' ' �� PLANTING ON BLUFF FACE: Q "► BLUFF AREA TO BE RE-NOURISFED PLANT BLUFF FACE WITH NATIVE VEGETATION, INCLUDING BUT NOT •• w : , 1 WITH APPROXIMATELY ±350 GU.YDS.OF CLEAN SANDY FILL LIMITED TO BEACH GRASS AND SWITCH GRASS(SEE PLANTING nrii-v. I z EL.36.0' / `�I// TO RESTORE BLUFFS SURFACE ELEVATION. USE RESERVED FILL SCH. FORm2 4. Iz EXISTING RIDGE OF WASHED OUT AREA TO BE0 ADDITIONAL SHRUB PLANTINGS) SHAPED AND GRADED. BLEND WITH PROPOSED FOR INITIAL RE-NOURISHMENT. �p 349 V, +- APPROXIMATE AREA = ±3,150 SF 9 ; I REQUIRED FILL: X00 CU.YDS. '' : l ON-SITE RESERVED FILL: ±240 GU.YDS. NOTE: THE AMOUNT OF RE-VEGETATION WILL BE LESSENED BY THE :SS\SNP'✓ EL.34.0 �` FILLED FOR A SMOOTH TRANSITION AREA OCCUPIED BY ESTABLI5HCD,STABLE EXISTING VEGETATION ;ip,r, PURCHASE FILL: ±260 GU.YDS.My 01 RoiR ��4 EL.32.0' ALL PURCHASED FILL USED SEAWARD OF T.O. BLUFF MUST BE -� JEFFREY T. BUTLER, P.E. a fi.(// THE WASHED OUT AREA SHALL BE RESTORED TO GLEAN AND OF BEACH COMPATIBLE GRAIN SIZE TO EXISTING TERRACING FOR ON BLUFF FADE: /i. / THE LEVEL DEPICTED IN THIS ELEVATION. SAND FOUND ON SITE AND MUST BE PURCHASED FROM AN IS REQUIRED THE PURPOSE OF STABILIZING DISTURBED SOIL IV) **"" EL.30.0' {l AND TO REDUCE EROSION -J O of NEW YORK CITY ` 7, APPROVED UPLAND SITE. APPROXIMATE AREA = ±3150 5.F. Z &LONG ISLAND 1 EL.25.0' i , z 800-272-4480 811 ��' in �4iI- \ ` \I� PROVIDE CLEAN SANDY FILL OF BEACH IW DEW NON TURF BUFFER: z EL.26.0' I ` II �.�, COMPATIBLE GRAIN SIZE. 5� DWG No.2 AT TOP OF BUFFER SEE PLANTING SCHEDULE 0 www.dignetnycli.com • ` ENGE FOR INFORMATION ON TERRACING AND I-- ..I W 0 LL (Y In o�� www.call811.com z ` �-n`" -` E EL.24.0' l rk\ RE-VEGETATION. ( �f c 00 2 (for other states) paT. +1 O gJ4.1 I LI W O Q }POk 1, EL.22.0' ,r��; ice- w O z m0 } I CQ By law,excavators and contractors working in the Mak LiEyq A five boroughs of New York City and Nassau and X I l [A ' I I z 0 p Wim'` )- Q Z Q Suffolk Counties on Long Island must contact EL.20.0' • Illii / > m • Q z0 Vcy Q/ W Z 1 oz DigNet, 1-800-272-4480 or 811,at least 48 hours h-�i but no more than 10 working days(excluding ► o J _ x ' W - 1 (Y Q- EL.18.0' / d 1.01 CO ry 2 tY W I.LI } -1 Q weekends and legal holidays)prior to beginning y /�' z ui ( _ H O < [� Q Q Q any mechanized digging or excavation work to \*-- C ensure underground lines are marked. y LESL I D• EL.16.0' y Q O -PROPOSED 3-5 TOXIARMOR ±1STONE 21 L6 NT WZ °� �- • O Excavators and contractors can also submit t PROPERTY LINE ,��" Z ) 3-5 TON ARMOR STONE _ 21O Z J Q # locate requests online,through ITIC.If you do not �P EL.14.0' \ (4'm - 4.15'm STONE,TYP) w ►- �- J Q in currently use ITIC, please call 1-800-524-7603 EXISTING BUILDING �I z �(�for more information. , 9,0'(MAX) t3' T.O.PROP.STONE REVETMENT • _ • i' •I-- 1- I�NOTED LAND LINES EL.12.0' ��� /1 iii, ® EL. 12.0'(MAX) ¢ vONFor safety reasons, homeowners are strongly dl � Q O z 1" NOTED HATER LINES - �L Q encouraged to call as well when planning any �� 11119r- EXISTING TOE OF BLUFF 5 N JO (n Q type of digging on their property.Homeowners EL.10.0' 11 0 can contact us directly at 1-800-272-4480 or by ► ./- c,. EXISTING MAJOR CONTOUR 10 0 APPROX. EL. ±4.1 0 u calling 811,the national call before you dig yEROW EL.5.0' PROVIDE FILTER FABRIC A5 SHOWN, • '!�� PROPOSED STONE REVETMENT aj LL 0 number. For excavation work completed on A..1- EXISTING MINOR CONTOUR 6ENCASE CORE STONE ALL SIDES. ' • • personal property, it is the contractor's r,/,-/-'-_,_,--1-',,,k. USE U.S.FABRICS,P/N U5230 , 111 PROPOSED TOE OF BLUFF a , SHALL NOT ENCROACH BEYOND • responsibility--NOT the homeowner's-to contact CTt i J.J.-r ` E •�' E \\ EXISTING GRADE e l. 6.0 EL.6.0' %%''�ij0� • 0 Z {jJ DigNet. Having utility lines marked prior to W ,✓ �j•�� . � ' 1- digging is free of charge. - `�- o c�0� ° el = 1=LEVATION EL.4.0' PROP.50-100 LB GORE STONE(10"TO 13" ,�` .it„,, ' Z Q K CA 6P , \\ . J ° 5* RIP RAP) TO BE PLACED ON AND AROUND �-��"''-/r' " I Q G� /i14 I O 1..'.°1GK W ° PHOTO KEY FILTER FABRIC TO PREVENT SCOURING U 'RONFE`yE .,.....:„.-4....--„,,- \ 2-�`3O � oFpP .� '(� NO EL.2.0' ♦ SEASONAL HIGH WATER® -EL,2.5' U ,- APPARENT HIGH HATER MARK t EL.2.4' 3�p'tT0 EX (3� 1S° • -�_ ROM ` ° o �� ® ±LI UNDISTURBED it .. UNDISTURBED 2.2x APPARENT LOW WATER MARK,®,+,EL. 1.3'..:..;.:.:. b , PROPOSED SITE PLAN I5 BASED ��, ••:w4 ° ° • S ON ORIGINAL SURVEY BY: t..05%.�� • EL. SOIL ,w!� ' • SOIL 1,3x SE . NATHAN TAFT GORWIN III, LAND SURVEYOR , ±1 B.O.PROPOSED EXCAVATION ` �, B.O. REVETMENT(TOE STONE) P.O. BOX 16 ° r SITE PLAN - DEMOLITION S GTI Ol�l �c APPROX. ±EL.-2.8 �At4 ® APPROX. ± EL.-2.0 JAMESPORT, NEW YORK IIg41 - -� . REVETMENT RENOURISHMENT PROFILE FILL SURVEYED:PHONE: MAR. q, 2014 RESERVE EXCAVATED MATERIAL FOR 30 15 0 30 bo qo SCALE: 3/16" = I'-0" ' APPLIGANT/OWNER: KEVIN GALLAGHER ,- GRAPHIC SCALE 1" = 30'-0" of 2 1 PRUNE I/8"OF LEAF AREA BUT /...'°- RETAIN NATURAL FORM PLANT'NO SCHEDULE TERRAG I NO SCHEDULE www.dignetnycli.com PROPOSED GRASS AREA(MIX OF AMMOPHILA BREVILIGULATA) BEACH GRASS 2-3 TERRACE SLOPE ACCORDING TO SGB. BELOW: of NEW YORK CITY or PROPOSED NEW 5 SPRAY WITH WILT-PROOF PER COLUMNS PER PLANTING HOLE 12" OL MAX. WITH PANIGUM VIRGATUM) SWITCH GRASS BUSH PER PLANTING MFG'S INSTRUCTIONS IF FOLIAGE EXISTING SHRUBS, DJ &LONG ISLAND www.call811.com IS PRESENT AT 2'-0" OL.,2 GAL.CONTAINER). f TO REMAIN SLOPES OF 1:3 r ; (for other states) SLOPES N SLOPES OF I:I OR GREATER 00 272 4480 811 SCHEDULE(SEE SHT I), \� \�,,� TERRACING TO BE INSTALLED AT TERRACING TO BE INSTALLED AT � TERRACING TO BE INSTALLED AT MN 3'-0" O.G. USE SHRUBS WHERE NEEDED A5 CONDITIONS ALLOW: GROUND LINE TO BE SAME A5 C�'� EXISTING BLUFF FACE 6'O.G.SPACING 3'O.G.SPACING I'O.G.6SPACING AT THE NURSERY PROPOSED NORTHERN BAYBERRY BUSH(MORELLA PENSYLVANICA) TO BE PLANTED I�� AT A MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). I., 1 0 1 1 Bylaw,excavators and contractors workingin the For safetyreasons, homeowners are strongly v'W„ ESTABLISHED VEGETATION OR AND/OR PROPOSED BEACH ROSE BUSH(ROSA VIRGINIANA) TO BE PLANTED AT A ; :'moi GULLIES LANDWARD OF EX. STONE WALL �_ five boroughs of New York City and Nassau and encouraged to call as well when planning any MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). �:t.�`'..:z� SHALL BE FILLED AND GRADED TO THE LEVEL Suffolk Counties on LongIsland must contact type of L MEANS OF STABILIZATION(PLANTED ,• , �,, yp digging on their property.Homeowners 18" MIN.FOR '}'':`.< :- GRASSES AND/OR TERRACING) AND/OR PROPOSED BEACH PLUM BUSH(PRUNUS MARITIMA) TO BE PLANTED ATA OF ADJACENT BLUFF FACE, REINFORCE BY 3 2 1 DigNet, 1-800-272-4480 or 811,at least 48 hours can contact us directly at 1-800-272-4480 or by PLANTS UP TO 4' 7.,.....,....--4:.:....:::.74,.:..;,..,, MINIMUM 3 FOOT ON CENTER(3 GALLON CONTAINER). ~ M, {;,µr TERRACING AND PLANTING W/APPROPRIATE but no more than 10 working days(excluding calling 811,the national call before you dig HIGH,20" MIN. FOR :;; ,?;^s .'�/ NATIVE VEGETATION. weekends and legal holidays)prior to beginning number. For excavation work completed on ` REMOVE BURLAP FROM TOP OF (SEE PLANTING DETAIL,THIS DWS) v:;._``r,..?,j , ,;;�,,�A anymechanized digging or t .,:, , r ;.., g9 9 excavation work topersonalproperty, it is the contractor's PLANTS OVER 4' I H ::..: BALL HIGH ,K r ; .,.,,".;' ensure underground lines are marked. responsibility--NOT the homeowner's-to contact 6" MIN ��..::.:::.::::::.:..::.....:.:...::: , / PROPOSED BLUFF FACE Excavators and contractors can also submit DigNet. Having utility lines marked prior to BACKFILL WITH TOPSOIL dPEAT- =' '_' �:^; "o J locate requests online,through ITIC.If you do not digging is free of charge. M055 3:I RATIO BY VOLUME IN I' +` LAYERS-WATER EACH LAYER UNTIL ^\,t ` '::::„..,";:til� �� BEACH GRASS/ currently use ITIC, please call 1-800-524-7603 TYPICAL SHRUB :-,-;':..,:N......4,. for more information. TERRACING: I I " ' TED A5 1261 SETTLED. DO NOT TAMP "d USE 2x2x4'LONG GGA TREATED STAKES W/2x6 CCA �';�: ����'::: '• 1 ►� J 'Cvr/ IN PLANTING PLANTING DETAIL " " }r'�c .• 3.0' ±151 _ 6.0' 6 FOR PLANTS UP TO 4' HIGH 8 PLANKS SECURED TO STAKES(MIN b-0 OG). INSTALL . -;:•.,:,•7 I N.T.S. ► PROPOSED WOOD PLATFORM FOR PLANTS OVER 4' HIGH TERRACING PERPENDICULAR TO DOWNWARD SLOPE. / 3'-0" WIDE x 3'-0" LONG ,� SECURE 2x6 PLANKS TO ADJACENT PLANKS ALONG ...-:',...',..;-..,•',,,-3 :.,.',,<�.: . f D I SURVEY OF PROPERTY OWN ;