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HomeMy WebLinkAbout1000-90.-3-13 OFFICE LOCATION: �OF SO(/ryQ MAILING ADDRESS: Town Hall Annex '`� l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) N G � Telephone: 631 765-1938 Southold, NY 11971 • �O P Q Fax: 631 765-3136 OOUM`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2019 Re: LWRP Coastal Consistency Review for MICHAEL McCARRICK REAL ESTATE, INC SCTM# 1000-90-3-13 Michael Kimack on behalf of MICHAEL McCARRICK REAL ESTATE, INC. requests a Wetland Permit to construct a 12'x22' one-car garage with a 7.5' long by 6' wide breezeway between the proposed garage and existing dwelling. Located: 415 Lakeside Drive, Southold. SCTM# 1000-90- 3-13 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 proposed action is CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP. 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: Damon Hagan, Assistant Town Attorney Rck�SVED Town of Southold F. - OCT 4 � 239 L'WRP CONSISTENC3t A_ S_ SESSMENT FORM SCT old Town A. INSTRUCTIONS Planning Board 1. 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. *E"xcept 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. Ajro osed action will be evaluated as to its significant beneficial and adverseeff__ ects upon the coastal area wluch hicludes all of Southold Tovm) 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 answer must be exnlain6d 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.northforkmet), 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# PROJECT NAME The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of TrusteesRi 1. 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: �1 CDA/S'TIZCLC,E A 1-2 ®57� gel P ' Location of action:__ Site acreage:---.- Present creage: --Present land use:---------- --PrePresent sent zoning classification: 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:_ //V C , (b) - (b) Mailing address:_ F Q_ ,FOX ►-9�—�C7i% /�Dd/V / Y, �d 7�C3 (c) Telephone number: Area Code( r ,, (d) Application number., if any:_. }� Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ NoX If yes,which state or federal agency?_ 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 formi 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. 14Yes ❑ No [] Not Applicable C 1/ �otic? r- 11 ,�G� IN 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 ❑ Yes,K No ❑ Not Applicable -- P2 r)painz,D a WE Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of Rife, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy S. 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 A plie'able _ 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. ❑ ❑ Yes No Not Applicable OPP 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 g Not Applicable / v '1A r r� 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 J 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. ❑ YJ-1 No X Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent used and promote siting of new water-dependent uses in suitable locations. See LWIRP Section III• Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No X Not Applicable y� Ll CY Ir—n TZ C 7___" 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 9Not Applic le Attach additional sheets if necessary— Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section In —Policies; Pages 62 through 65 for evaluation F1 Yes aluation criteria. —1No Vsl 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. ❑ Yes ❑ No O Not Aeylicab e _ PREPARED BY ,�C�1�AC� TITLEt3Eji/r DATE,�OI� S.C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 3 LOT(S): 13 ((rr �L_"" { � '--, Imo, rill#R10-14-0035 S85029'52"E 71.17' — — s63o2 dSEP - 3 2019 MON. �R8 C 4AV�1 Southold Town 90 TIDALWEMNDS BOUNDARY As FLAGGED BY Board of Trustees 2 7. SUFFOLK ENVIRONMENTAL CONSULTING INC., JULY 17, 2012 \ 42gTpAST(i AT Shop ` F S j0 21, \ SF o, \ � EL 7.8 I 6 ! 8.3 ^ P/O LOT 59 -10,0, J �• u� : .. 6vm EL 7.0 Z O� BREEMMY O ,�O :::::.2•,.:.: ':::.:.: e.o LOT 60 ��(o ZZA 1p POINT'A• EL 8.3 d s OVVERRE°EL 8.5 LOT 61 °- 0 4x8 EGRESS POINT'B- -� g Oti���' SANITARY LOCATION LP POINT"A" POINT"B" �' LP ,A a 8.4 LP61 0 , S.T. 22.5' 25' Pi L.P. 1 40' 30.5' RLP�ITAY LP EXP#1 49' 25.5' 60.72, EXP#2 54.5' 25.5' C� 5' 7.7 79030+00"W S �.•� IPA MON. CL KESIDE 1 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL j LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS EXISTING DIRT/STONE ROADWAY TO BE IMPROVED WITH AND OR DATA OBTAINED FROM ADDITIONAL BLUE STONE. OTHERS. I AREA: 16,647.19 SQ.FT, or 0.38 ACRES ELEVAnoN DATUM: NAVD88 DRAINAGE CALCULATIONS: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF 70 THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. A) DWELLING=984 SQ.FT. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND-USE-THEREFORE THEY ARE 984 x 0.166=163.34 < 164cf REQUIRED NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS (1) 8'DIA X 4' DEEP DRYWELL=177cf PROVIDED AND/OR SUBSURFACE S7RU=RES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY i SURVEY oF: LOT 60 & P/O LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; i B) PROPOSED GARAGE/BREEZEWAY=309 SQ.FT. MAP OR CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; 309 x 0.166=51.3 < 52cf REQUIRED FILED:DECEMBER 20, 1927 No.90 i (1) 8'DIA x 2' DEEP DRYWELL=88cf PROVIDED i C) GRAVEL DRIVEWAY: 940 S.F. SITUATED AT BAYVIEW 940 x 0.166=156cf x(COMPACTED GRAVEL 0.7) = 109 C.F. Town OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 07-09-19 TOTAL 197 C.F. SUFFOLK COUNTY NEW YORK Professional Land Surveying and Design REVISED 03-13-19 P.O. Hos 153 Aquebogue, New York 11931 FINAL SURVEY 02-26-19 (1)8'DIA x 5'DEEP DRYWELL= 221 C..F. PROVIDED FILE # 18-37 SCALE: 1"=30' DATE: APRIL 20, 2018 PHONE (831)298-1588 FAX (631) 298-1588 REVISED 09-25-18 N.Y.S. USC. NO. 050882 mdntelnlns the records of Robert 1. Henueeip&Kenneth M.Woychuk S8S-211"E 71.17' �4 Lp MON. S6- -9(271DALWET-ANDS BOUNDARY AS FLAGGED BY 23. SUFFOLK ENVIRONMENTAL CONSULTING INC.. JULY 17. 2012 yv, NhFs 0*,0, N, cn /04; E� -111 1 c"ll N, Peo- a 7.8 p LOT 59 61 Lu 16 E48-5) UA PROPOSED LOT 60 EL 7.0 e .... IN, ll 0, GIS 4v'o ............ B.5) .......... c� Po' P4."-'-*-'-*-'-*-'-*---.-- - --.....--, ... N, 0) ... .z 4 4 .......... 7, 0 ............f .153 SrEL(8.0) f 10 I -H MW EL(9.0) LOT 61 EGRESS EL(9.0) 0 8.4 LF, Lp LP EXP TRAFFIC FARING '` sANrrAw;lsmrEm' LP LF, 2' 6 .7 7.7 S 79'30'00"W )r 10.77. MON. (sy) -DRIVE CL 6.0 EXISTING DIRT/STONE ROADWAY 70 BE IMPROVED WITH ADDITIONAL BLUE STONE ELEVATION DATUM NAVD88 LJE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY VAUD TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN DRAINAGE CALCULATIONS: t y i r a (1)McCartick R.E.,Inc Taken Aug.30,2019 Looking NE K.r� yy S !Y •R /' (2)McCaniek R.E.,lee Taken Aug,20,2019 Looking SW `S e F •ice - •. a. 'w is (9)McCarrick R.E.Inc ,i Taken Aug.3A,2019 Looking South (41 Mesarrmk RAL,Inc _. Taken Aug.30,2019 -- Looking Nerth � 16 t 9Nc1 �P / h Cts h i tl 4. TOWM OF ' h 'J h S Soul"= a Is 2.]n(cl Q. n WQ vns•� � s� CEDAR � O,Q �e 1 PQl/1/TEgOE tp, ns 3 rU) � uR h 12w 1 _ e t] rrrr fff O 3 TOM OF n� CEDgRsanr,a�o O _ 11A POINT T• +. M , u W 44" 1 wcl 9 nn h y 3g WESTM # b 23 LAKE wo �o 11 LAKE �" —= J yet u an zsDP, $ 19 21 , Iaf1.2Nc1 F 22_ 1J 2a fi ! HOG NECK BAY NOTICE COUNTYOFSUFFOLK © E ,® 0p° S(MMoM sECTKAN No (s+� — O—_ --�_— o•,w--..-- x Real Property Tax Service Agency Y °a].oY»r 090 csunry c.crr to Mm..a,n v Nsot M CAA ti �e wrwvr.w�.+ur�wWsso�or.�c a.., P ,n � PROPERTY AMP if r F- U � IRC BRACED WALL PANEL 12'-0 SEP 1 0 219 PER PLAN BRACED WALL LINE 1-1 1.2 1-A 1-8 — 4'•0" 4'-0" TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-PF10 ' - BRACE WALL LINE SPACING(FT) 4 4 14 14 — - - _ — _ _ — — _ _ CS-WSP CS-WSP T TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(Inches) 24" 24" 24" 18" TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 2.5 2.5 4 4 co \ ' / N I =__WIND ADJUSMENTFACTORS ! C� `TABLE R602.10.3(2)Page 181 v �y�A v y I 4 O I e 1.EXPOSURE CATEGORY 1 1 1 1 KITCHEN j I BWL 1 A 2.ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 00ct DWELLING§ IGARAGE 3.WALL HEIGHT .95 .95 .95 .95 00 SEPARATION IN O 4.NUMBER OF BWL PER DIRECTION 1 1 1 1 LIVING ROOM I ACCORDANCE WITH IRC TABLE CE WITH SEE DWG-i FOR TABLE I 0 S.ADDITIONAL HOLDOWNS F 2-2x10 6.GYPSUM BOARD OMITTED ---__-_ -- _- -_ _ -_ -- 0 W 7.GYPSUM BOARD FASTENING __ _ _ \ of RESULT REQUIRED BRACED WALL LENGTH(FT) 2.4 2.4 4 4 �W Z 2x8 RIDGE _ of ------- \ N or TABLE R602.10.5 pegs 187 ADJUSTED Length 1.5 x actual(ft) 4.5 _______ 'n 'if 2x 8 R3 0 16"°c < ^/ PER PLAN BRACING LENGTH PROVIDED(FT) 8 8 8 4.5 ------ U v 1° a 2X8 CEILING JOISTS 4'ac Q -_--_-- M _ / 2x4 COLLAR TIES �48'oc /r1 Q COMPLIANCE YES I NO Y Y Y Y 0 2-2x10 ' ' I N W J REQUIRED BRACING LENGTH X ADJUSTMENT FACTORS-REQUIRED BRACING LENGTH(FEET) ° ° e 'P I V v, ABBREVIATIONS; OWL=BRACED WALL LINE, q' v '`o/ q BWL 1-B W BW=BRACED WALL, ------- 'v § I j \ I ---- W D CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL _______ BEDROOM#4 CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - Cn / `\ N 3 § O BRACING METHOD BRACED WALL NOTES: U v CS-WSP CONTINUOUS SHEATHING REFER TO DETAILS ON DWG-1 2-2x12 WOOD STRUCTURAL PANEL FOR HOLDOWNS,STRAPPING,BRACED DETAIL SEE ON DWG-1 WALL DIAGRAMS,FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE IC•— _ _ _ _ _ — _ — — _ — y p FULL-HEIGHT SECTIONS OF WALL WITH n CS-PF 9'•0' x t'-0'HIGH CS-PF CS-PF CONTINUOUS SHEATHING NO VERTICAL OR HORIZONTAL OFFSETS. °° o p+ PORTAL FRAME - - - - -- - �' $ ' o SEE DETAIL ON DWG-1 �,c 0 c •�c cZ� o B C w ---- - ---- jog ° ggf� ______ �9ffi Q p}a pL TYPICAL ROOF CONSTRUCTION 1-s" fr•°' 1-6" 1, _ u 8 R905.1.2 ICE BARRIERS: SELF-ADHERED POLYMER MODIFIED Class AAsphalt Roof Shingles w/ .Z m 2 BITUMEN SHEET USED IN PLACE OF 40'_0• EXISTING HOUSE a NORMAL SHEET USED IN PLA fasteners per manufacturer's specification r•s• 1z'-°" EXTEND FROM THE LOWEST EDGES OF and IRC 2015. LALL ESSTH N 24IN CES INSIDEO A HE Ice&Water barrier as per IRC section R905.1.2 1ST FLOOR PLAN LESS THAN 24 INCHES INSIDE THE CONTINUOUS RIDG ENT EXTERIOR WALL LINE OF THE BUILDING. Framing As per plans with 112"exterior grade ON ROOFS WITH SLOPE EQUAL OR GREATER span rated structural plywood Sheathing, RIDGE BOARD 11 THAN 8/12,THE ICE BARRIER SHALL ALSO BE SCALE= ��� -O APPLIED NOT LESS THAN 36"MEASURED ALONG Nail to framing in accordance Fastener THE ROOF SLOPE FROM THE EAVE EDGE OF THE Schedules&Strapping per detail sheet(s). BUILDING Flashing per IRC R905.2.8 ' 12 7'-6" 12'-0" 12 TYPICAL SOFFIT CONSTRUCTION. a 12 12"overhangs-typical 6"Wood fascia&6"Wood rake boards. --------------------------------------------------------------------------------------------------• - - - - 12 2x4CT�48"o _____________________ Trim in aluminum or use"azek"or equal _ o v RA TABLESRH R802.5HEEL Metal drip edge per IRC R905.2.8.5 ------------• •-------- ----------------- ----------' '------------------------------ ----------------------------- RAFTER HEEL CONNECTION ' a < 6-1D COMMON NAILS 4Fully Vented Vinyl Soffits ; ; t---- (-----: EACH RAFTER EACH SIDE i Top of Plate TYPICAL EXTERIOR WALL e, 2 x 4 Doug-Fir Wood Studs @ 16"oc. Sim son H2A Each P Double top Plate and Single Sole Plate. b UNFIN.BASEMENT ° rafter to stud connection ' seedetailDWG-1 1/2"exterior Grade-Span Rated 00 Typ all rafters both sides Continuous Structural OSD Sheathing. W ; N ;° " UNEXCAVATEDLU rn o q Fastened per Fastener schedule. N ; ;; TYPICAL GARAGE SLAB N 0 io tyvec House Wrap or equal. F : 4" CAST-IN-PLACE SLAB O Z Vinyl or Wood Siding as per clients selection 'N PITCH SLAB-1/4"FT TO � � 1 CAR GARAGE installed per manuf specs and IRC code. ; "� GARAGE DOORS Q UJ a Cont.load path strapping installed in accordance ________ D D w Lii , with drawings.Provide Fire Blocking in accordance Top of Foundation 9 9 ' ' -------' ""---- --------- ` m Q PITCH TO DOORS with I RC R302.11 &R302.11.1 and i i ________ M_ i+1 DROP TOP OF CONCRETE v N Lt. DraftstoppingperR302.12&R302.12.1 r=====___________'___�___ ______________'___ ==II=='==__________`__ ___'_______________ '• ' AS REQUIRED FOR +- -- ch i a C y , , SWING DOOR,SEE PLAN � '-------' --------- -__ � � FOR SIZE TYPICAL FOUNDATION CONSTRUCTION Refer to Foundation Plan ' Bottom of -------- ' D Footing to below Gr Gradd e Minimum SECTION Q ROOF,WALL AND FOUNDATION STRAPPING DETAILS _ REFERTODWGI i • i ' SCALE: 1/4" ■ i'-O" DROP TOP OF CONCRETE h� ao AS REQUIRED FOR -------- ; "" GARAGE DOOR,SEE PLAN n° ' FOR GARAGE DOOR SIZE N UP -------------------------- Uar __--------------------------- rA O W w U TYPICAL FOUNDATION --------------------------------• •-------------------------- O_ IN ACCORDANCE WITH IRC CHAPTER 4 H i N (2) N)EACH CS-PORTAL �' y .-r O -I------------------------i------------------ ----• cd TABLE R404.1.2(8): ------------------------------------------------ to 8"CAST-IN-PLACE WALL FRAME WALL ABOVE q > . SECTION-SEE W ,� Q+/ r'�en 1 O I I DETAIL 3 ON PG 2 ON 16"x 8"CAST-IN-PLACE CONT.WALL FOOTING, I "d c 2 x 4 ACQ SILL PLATE,COPPER TERMITE SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND TO VIRGIN SOIL AND BE FULL HEIGHT d - - - - - - - - - gid'' TYPICAL ANCHOR BOLT -IRC R403.1.6 '-5 9'-2" '-5" O MAXIMUM SPACING: 1/2"@ 72"O.C. e 40'-0" EXISTING HOUSE 7'-6" 12'-0" g� 1 Rcy�r EMBEDMENT OF 7"WITH NUT&WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST EONE BOLT-NDS OF PLATS AND 3-1/2"MIN OFF FOUNDATION WALL KEY FOUNDATION PLAN I I EXISTING WALLS SCALE: 1/4" - 1'-0" 3 0 NEW WALLS F0 N> D nn] O 12 12 12 [7 � 12 > 'Z' d W -i 00 _:l"op,)f Plate Fn x W ~ W D z FT 0 � (0/) n E L, 17op4f f2.undationbo; FINISHED GRADE Pill: Li I IIn Bot of REAR ELEVATION L J L J . 0 SCALE: 1/4" 1'-0" - '1 3 48M - 4. 55-1 0) 0 W CD 04 0 et 13 z cn 6 < W U) 6i co 12 W 12 12 LL In 12 12 12 12 12 Ur To-P PU-Pf I t-Nt- ® ® cq rn n 11 1 > L r-5 — o U � � � Q > 0 , @ a Top of Kction ion If c g 3 Bgotpf FRONT ELEVATION Li A D Bottom of ARC F t L -P L J LJ Footing SCALE: 1/4" 1'-0" 3 RIGHT ELEVATION 36"below SCALE: 1/4" = 1'-0" Grade Minimum 01o 4 �TFOF V3