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HomeMy WebLinkAboutPacket for HO 02-25-19 FEB ; 42019 CITY OF CARMEL BOARD OF ZONING APPEALS APPLICATION FOR DEVELOPMENT STANDARDS VARIANCE -- FILING FEES: Single Family (Primary Residence)$341.00 for the first variance, plus$103.00 for each additional section of the ordinance being varied. All Other$1,357.00 for the first variance, plus $640.00 for each additional section of the ordinance being varied. (Or, see Hearing Officer Option& Fees.) DOCKET NO. 19 o I oac 5 V DATE RECEIVED: 1) Applicant: Wedgewood Building Company Address: 32 1st Street NE, Carmel 46032 2) Project Name: Murray Demo and Re-Build Phone: 317-669-6315 Engineer/Architect:Wedgewood Building Company Phone: 317-669-6315 Attorney:N/A Phone: Contact Person:Paul Owen Phone:317-669-6315 Email:powen@wedgewoodbc.com 3) Applicant's Status: (Check the appropriate response) X (a)The applicant's name is on the deed to the property (b)The applicant is the contract purchaser of the property. (c) Other: 4) If Item 3)(c)is checked, please complete the following: Owner of the property involved: Owner's address: Phone: 5) Record of Ownership: Deed Book No./Instrument No.Murray, Anthony L. & Susan E Page: Purchase date: 6) Common address of the property involved: 651 1St Avenue NE Legal description: Acreage .00 Section 30, Township 18, Range 4 CW Weidlers Lot 18 Tax Parcel ID No.:16-10-30-05-02-034.000 7) State explanation of requested Development Standards Variance: (State what you want to do and cite the section number(s) of the Unified Development Ordinance that applies and/or creates the need for this request). We request a variance from the 45% maximum impervious surface area to 48.7% impervious area. 8) State reasons supporting the Development Standards Variance: (Additionally, complete the attached question sheet entitled "Findings of Fact-Development Standards Variance"). The home technically fits on the lot and fits in aesthetically with the new homes on the street. This is one of the smaller lots and it makes it more difficult to meet the needs of the current market. We have worked very diligently to keep it as close to 45% as possible and attt&ro+ppelieve we are as close as we can get and still meet the needs of the client and the requirements of tl e6mmunity. Page 1 of 12 Filename:development standards variance application&instructions 2018 Revised 01/02/2018 9) Zoning District classification of property: R3 with Old Town Character Sub-Area 9a) Overlay Zone of property (if applicable): 10) Size of lot/parcel in question:7503 SF (0.172 acres) acres 11) Present use of the property: SFR 12) Describe the proposed use of the property: New SFR 13) Is the property: Owner occupied x Renter occupied Other 14) Are there any restrictions, laws, covenants, variances, special uses, or appeals filed in connection with this property that would relate or affect its use for the specific purpose of this application? If yes, give date and docket number, instrument no., decision rendered and pertinent explanation. 15) Has work for which this application is being filed already started? If answer is yes, give details: Building Permit Number: no Builder: '.edyewuod Bwld.n(4 Co•npam, 16) If proposed appeal is granted, when will the work commence? Immediately after buildingpermit received [February 2019) 17) If the proposed variance is granted, who will operate and/or use the proposed improvement for which this application has been filed? The current homeowner landowner NOTE: LEGAL NOTICE shall be published in the newspaper according to the Chart on page 5 a MANDATORY 20 days prior to the public hearing date. The certified "Proof of Publication" affidavit for the newspaper must be available for inspection the night of the hearing. LEGAL NOTICE to all adjoining and abutting property owners is also MANDATORY, two methods of notice are recommended: 1) FIRST CLASS MAIL with CERTIFICATE OF MAILING sent to adjoining property owners. (The white receipt should be stamped by the Post Office at least 20 days prior to the public hearing date.) 2) HAND DELIVERED to adjoining and abutting property owners (A receipt signed by the adjoining and abutting property owner acknowledging the 20 day notice should be kept for verification that the notice was completed.) REALIZE THE BURDEN OF PROOF FOR ALL NOTICES IS THE RESPONSIBILITY OF THE APPLICANT. The applicant understands that docket numbers will not be assigned until all supporting information has been submitted to the Department of Community Services. Applicant Signature: Date: The applicant certifies by signing this application that he/she has been advised that all representations of the Department of Community Services are advisory only and that the applicant should rely on appropriate Unified Development Ordinance and/or the legal advice of his/her attorney. Page 2 of 12 Filename:development standards variance application&instructions 2018 Revised 01102'2018 I (Useable template for published and mailed Public Notice NOTICE OF PUBLIC HEARING BEFORE THE CARMEL ADVISORY BOARD OF ZONING APPEALS Docket No. 19010005 V Notice is hereby given that the Carmel Board of Zoning Appeals meeting on the 25th day of February 20 19 at 5:30 p.m. in the City Hall Council Chambers (or Caucus Rooms(choose one)), 1 Civic Square, Carmel, IN 46032 will hold a Public Hearing upon a Development Standards Variance application to: (Explain your request--see question numbered seven(7)) We request a variance to go from 45% maximum impervious area to approximately 50%. Allowing this variance will achieve the features and benefits of the home for our —clients, as well as provide consistent new home architecture in this neighborhood. With the property being known as (address) : 651 First Avenue NE The application is identified as Docket No. 19010005 V The real estate affected by said application is described as follows: (Insert Legal Description OR Tax ID parcel number(s)) 16-10-30-05-02-034.000 All interested persons desiring to present their views on the above application, either in writing or verbally, will be given an opportunity to be heard at the above-mentioned time and place. Paul Owen-Wedgewood Building Comapny PETITIONERS (Note: When mailing out public notices to adjacent property owners, it is recommended that you include a location map, as well.) Page 8 of 12 Filename:development standards variance application&instructions 2018 Revised 01/02/2018 CARMEL ADVISORY BOARD OF ZONING APPEALS FINDINGS OF FACT SHEET-DEVELOPMENT STANDARDS VARIANCE Docket No.: 19010005 V Petitioner: Paul Owen 1. The approval of this variance will not be injurious to the public health, safety, morals and general welfare of the community because: Increasing the impervinirs area from 45% to ahnut 50% will not adversely impart ;neighbors' homes because there is no encroachment of lot boundaries. The new home fits very well un its site. Also, didli aye plans provide the sante positive results as they would at 45% impervious area. 2. The use and value of the area adjacent to the property included in the variance will not be affected in a substantially adverse manner because: _There is no lot encroachment, adverse drainage, or traffic changes. The single ,— family home will be built to high standards that coordinate and contribute to the =overall architecture of the homes in this area. — 3. The strict application of the terms of the Unified Development Ordinance to the property will result in practical difficulties in the use of the property because: It makes it difficult to build a new single family homes to meet today's needs and _ architecture for our clients. It also makes it difficult to create consistent architecture —and design to reflect that of surrounding new homes. DECISION It is therefore the decision of the Carmel Board of Zoning Appeals that Development Standards Variance Docket No. 19010005 V is granted, subject to any conditions stated in the minutes of this Board, which are incorporated herein by reference and made a part hereof. Adopted this 25th day of February 20 19 CHAIRPERSON, Carmel Board of Zoning Appeals SECRETARY, Carmel Board of Zoning Appeals Conditions of the Board are listed on back, Petitioner or representative to sign. Page 11 of 12 Filename development standards variance application&instructions 2018 Revised 01/02/2018 CARMEL ADVISORY BOARD OF ZONING APPEALS BALLOT SHEET: FINDINGS OF FACT, DEVELOPMENT STANDARDS VARIANCE Carmel,Indiana Docket No.: 19010005 V Petitioner: Paul Owen - Wedgewood Building Company 1. 2 3. DATED THIS 25th DAY OF February 20 19 Board Member Page 10 of 12 Filename.development standards variance application&instructions 2018 Revised 01/02/2018 A 0 p q te-y„ I c: i `i CITY OF CARMEL RIGHT-OF-WAY PERMIT I 1. .. . 1. ilJ PERMIT NUMBER: 0/ a gi J li Carmel Engineering i,L TODAY'S DATE: ) IZ81`1 ESTIMATED'' DATE OF WORK: 2- 15 -1 y APPLICANT(Person doing the work) I'Z,..x.. t A,,j,;;,. COMPANY: 1...idLX:, h-1,::z. /'�..nc,.i,i.,1(., CL). ;?i t YS -Si- C=11'gc1_. ---_..-- PHONE: 3(7-j„(,9 �' i5 EMAIL PERMIT TO: ft")e� [r,Q`(.• J? .cu»� I L: CUSTOMER: \,/t.51Daztk1.7-?`t'� F,vIu iI...) Gam. '' ADDRESS: •, ,&.,)-4-L PHONE: ..p. tom'' ADDRESS OF PROJECT: (r, ) j'r 46' `oi�:, DESCRIPTION OF WORK(check all that apply) i ROAD BORE I 1 DRIVEWAY REPLACEMENT Z r L- CONSTRUCTION ENTRANCE 1 1 LANE CLOSURE ID STREET CUT I 1 ROAD CLOSURE Q OTHER 0 - DESCRIPTION: ,,1,r,,-) -oe,v=wA`e c.-^'p(' 6`' 'TYPE OF SURFACE CUT(if applicable): *NOTE:OPEN CUTS IN PAVEMENT REQUIRE BOARD OF PUBLIC WORKS(BPW)APPROVAL* USE OF HEAVY EQUIPMENT YES NO — DRAWING ATTACHED YES X NO `NOTE:ON REVERSE SIDE OF THIS PERMIT,PROVIDE NAMES AND CONTACTS OF ALL SUB-CONTRACTORS INVOLVED SURETY BOND. Please see Item#1 of the Right-of-Way Conditions, BONDING COMPANY: 4-a3dr i .A-c=-,ti+..k- BONDING NUMBER: 4,,,t>\1 1 Gr 'E 41-1- EXPIRATION DATE: Z- 3 -- i 3 As applicant for this Right-of-Way Permit, I understand and agree to all of the specifications and ' conditions Hst, -o hhe attached 1sheet. 122(j2.--- (Applicant's Signature) (Print Name) PERMIT GRANTED BY: %""rte - _.. DATE ISSUED: (j 2-'3,!`�I j (City Official) t COMMENTS: REPAIR WORK INSPECTED AND APPROVED I have inspected the repair of the above right-of-way and find it to be completely satisfactory. (City Inspector) (Date Released) ���� "'��i IMPERVIOUS AREA: 3.7181 SOFT. �VEDGEb ���! A' TE9F/'% IMPERVIOUS % COVERAGE: 49.6% OF RECORD PLAT AREA �G\STr�'•. G• Q No. �° • ...• CITY OF c _ * LS203000261 * = CI THAT I STATE OF .' NOTE: BUILDER TO ENSURE POSITIVE 1)RIGHT-Or AT INptANPe \`* DRAINAGE AWAY FROM STRUCTURE(S) STANDARI GRADE 1 'ER CITY'E STREET ' i,,"/M1111110‘SUS ��`` 2) ALL Fc EASEMEN T a IS THE tn z S, FOR -J D P CES, -FOP c n ‘...J w D OTHER W o V' W W ` qJZ oz COO z zz C.„.3 V)Q Q0 ZM 00 NV) FW V) ZU Z� Z__ K n 00: X Q Na s°b-rC 0M i----- qN 2O wv x ��4. U� V) co 4 r w3 -J m8 O� z4 wUO fY 00 56 I=Ctz0 V)I VV)i 5O 0 P u. II pN�I- 4Z x< �:01YZ > JOVto �!~i w� wl.to aw jIY 11.1 CI. x N� F W GRADE ( I I 00aO 0w o� E 2-FEET ooua �� F.Wa I • OF LOT. WEIR FOR i I I k I ,DE OF i'1 f i, DOORS, I N>145 (P.) 8.. 7 E. ELECTRICAL SERVICE )0F 1,1 I - 8 .I M.E. 83E. -- N N141.88'`M•) am , t� �- 'j TOE BE PROVIDED FROM URE coUCEILI REAR OF PROPERTY BASEDll 11 RAL 1 5� 837.4 24.67 30.33' `22.00' , 1 TOP OFji'2.67' 2.00' w,w. PROPOSED 4' CONCRETE ($37.4' RESIDENCE TOP QF r REUSE EXISTING i" WATER 11 �� WALK & WW v` 0 0o PROP. it SERVICE IF FOUND IN GOOD CONDITION z F.F. 839.4' 837.4' q U7 ( m GAR 836.4' 0.k n N DRIVE a 3 m ' ( 4 SW._._�._...�N 0 BSM'T 829.4' \ca N L i a II!! \ • 1� <I?p � 30.00' 8.00' -1.3 '.3zo 11:; 22. 21.87, r.-ii , IRICAL.. a3e:g s 11, i ��.•..... L'537.41.g 28.33' 8 5.7 ME. I 834. tE : W'1S` Ilt i @ E. O ;,. 35.71 834.A( q MAIN 836.0 r _J o; �' 4 - ( 1 41.87'(M•) C;! • 83 .51 ` 83 M. . (a3s.9 145' (P.) Y. \ �(� ALLEY NOTE �I 'i IaJ\ W ly EI O I� '- �_. NO MATERI/ 0 : ' : IS ALLOWED CITY MAY F w q z PAVEMENT i q.,az_ z4< 4I z" 7 `aIX F '- ROOF DRAIN & DOWNSPOUTS (ow zwwz TO BE DIRECTED EAST-WEST a 038 NOTE: BUT MUST TERMINATEu �� MIN. 25 FEET FROM EAST/WEST LOT LINES � � vI DRIVE ENTRY TO CONFORM WITH CITY OF GARMf..I.. STANDARD PIAN 10-21A.A. CHANGES TO a y rs DRIVEWAY WITHIN R/W MAY REQUIRE BOARD OF PUBLIC WORKS APPROVAL. 3 q � AND WIDTH ALONG THE PROPOSED PUBLIC SIDEWALK WERE SCALED u z THE LOCATIONS, ENGINEERING nr °5a OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROM A DTE 12 21 SCALE: 1" 30' viENI coNSTIT IIND DRWN: TAT I t 8/ / VERIFY SANITARY LA1'ERAi.. LOCATION PRIOR 10 C.ONSTRUC'f10N I.vIAI(:Q 1111VICl :r,ou. 1o....is A Y, ?c,,. !l. /,t/1n r Ir 0 6,- azi L , „ C1 CI i� i, — - a N ' • a 9 ,, 0 C4 -CE ao --- r-icEr9Z lisr00•Zc ` FEB 4 ._ . - CO 03 1 r 8 3odedo 8 NQ N N cV •00'• O LLJ- V) Z °corncop, .a w � M m 0 (7) . ,_ m ..-... . .. • _ ,` ft W li 0 0 . 11 g Q g .,.. Q_ hh � r w,, N . 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F' ,� ' cL"MP 41c Gond F4....4m -=, - e -4,;4:2, 1° I (7*----- CO t w o.--s-- 114) i 651Ave_specifications 01/22/2019 3:10 PM 1 of 10 Murray Specifications Revised 01/22/18 Wedgewood Building Company r\ 651 1st Avenue NE,Carmel Per Preliminary Prints 8/3/18 Updated Per Investment Summary 11/02/18 TABLE OF CONTENTS PAGE# FOUNDATION 2 FRAMING 2 INSULATION 2 DRYWALL 2 EXTERIOR MATERIAL 2 PAINT 3 ROOF SYSTEM 3 WINDOWS 3 DOORS AND LOCKS 3 FIREPLACE 4 FINISH FLOORING 4 INTERIOR TRIM 5 STAIRS 5 CLOSETS 5 BATHROOMS-MISCELLANEOUS 6 CABINETS 6 APPLIANCES 7 PLUMBING 7 ELECTRIC 8 AN AND SECURITY 8 SPECIALTY ITEMS 8 HEATING AND AIR CONDITIONING 8 EXTERIOR 9 GENERAL 9 SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES t ' 651Ave_specifications 01/22/2019 3:10 PM 2 of 10 FOUNDATION Basement Garage Concrete Footings 16"x8": 3000 psi 16"x8": 3000 psi Wall Thickness 8"nominal, 3500 psi concrete 8"nominal, 3500 psi concrete Poured Wall Height 9 feet 3 feet Columns/Beams Steel Columns,per print Garage/Basement Floor 4"thick,3500#concrete Floor-Base Visqueen over#8 gravel Under Slab fill 4"min. aggregate Insulation 1"foam over water resistant membrane. Windows Lower Level (3) Rockwell Elite Series Window Wells, Multi-Step,Tan,66"x44"x72" &metal window well grates Exterior Waterproofing 4"Perforated tile around basement, both sides of perimeter footing to sump pit or gravity drain. Exterior tile to have at least 12"of gravel over top of tile. Waterproof system on exterior walls below grade FRAMING Walls Interior-2 x 4,2x6,2x8 - 16"on center-per print Exterior-2 x 4,2x6,2x8 - 16"on center-per print Ceiling Heights 10 ft. Main Level;8'-9 1/2"Lower Level(minus bulkheads) Joist, House Engineered I-Joists 16"on center,2 x 6,8, 10,or 12",as required depending on spans Zero entry threshold at Master Shower Lower Level Bulkheads Ceiling bulkhead drops as required based on HVAC layout design Trusses 24"on center-with 2x4 Bottom Cord Rafters 16"on center 2 x 6 ,2 x 8,2 x 10's as required depending on spans Sub-Floor 23/32"T&G oriented strand board-glued and nailed Roof Sheathing 7/16"Oriented Strand Board Wall Sheathing Walls-7/16"ZIP System®Wall Sheathing Wall Sheathing Garage/Gables-7/16"ZIP System®Wall Sheathing INSULATION Home Walls R-15 High Density Kraft Batts Ceiling Blown R-38 blown fiberglass in attic Ceiling Sloped R-30 kraft batts in sloped areas Band boards 2"Closed Cell Spray Foam(R-13) Garage Walls R-15 High Density Kraft Batts Ceiling R-38 blown fiberglass in attic Lower Level Finished Walls R-11 kraft batts Unfinished Walls R-10 vinyl batts;4'down DRYWALL Walls 1/2"on exterior&interior walls. Perimeter nailed, remainder fasted by screws Ceiling 5/8"on trussed ceiling,2'O.C. (garage&main level); 1/2"on lower level ceiling where joist spacing is 16"O.C. or less, perimeter nailed,remainder fastened by screws Ceiling finish Smooth Finish-Painted EXTERIOR MATERIAL Front ,Sides Rear Below 1st Floor Brick Brick/Lap Siding Lap Siding 1st Floor Lap Siding Lap Siding Lap Siding Gable N/A Lap Siding N/A Siding James Hardie HardiePlank®Lap Siding Cedarmill© Trim LP®SmartSide®440 Series Trim& Fascia Covered Porch Ceilings Plywood Bead Board-Painted Front Porch Columns lx SmatTrim square built up columns Shutters Fypon 16x72DP Masonry Veneer Brick:$420/M Queen brick allowance, standard gray mortar, standard mason sand SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specifications 01/22/20193:10 PM 3 of 10 PAINT Exterior Paint Siding&Trim Primer-(1)coat PPG PERMA-CRETE High Build 100%Acrylic Primer Siding/Trim(Two Tone Color) -(1)coat Porter Paint®Acri Shield®exterior acrylic flat sheen, neutral color Front Door:Therms-Tru®Stain Kit per homeowner selection Exterior Doors&Shutters: Porter Paints®Acri Shield®gloss Interior Painting Ceilings: Porter Paints®#9585 Ceiling White Interior Latex Paint Interior Walls: 1 neutral color-Porter Paints®#689 Series Hi-Hide®Interior Latex paint,flat Full Bath Walls: Porter Paints® Hi-Hide®Interior Latex paint eggshell sheen Interior Trim& Doors: Porter Paints®Advantage TM 900 waterborne acrylic enamel semi-gloss ROOF SYSTEM Roof Underlayment RhinoRoof®U10 synthetic roofing underlayment Roofing Shingles Owens Corning TM Oakridge® Driftwood-Limited lifetime warranty(non-transferable) Roof Valley Henry self-adhesive,granulated ice and water barrier Gutters 6"gutter with 3"x4"downspouts,factory painted Attic Roof Ventilation Lomanco LPR continuous ridge vent or equal or Lomanco 770 or 770-D venting pods or equal as required Attic Eave Ventilation James Hardie HardieSoffit®Vented Cedarmill© WINDOWS Manufacturer/Style Andersen®200 Series, (window type/grids per print) Pre-finished white interior and white clad exterior Dormer/MBR Transom:Andersen®100 Series, (window type/grids per print) Pre-finished white interior and white clad exterior Glass Low-e, dual pane insulated,tempered in hazardous areas per code Grilles Grilles-Between-the-Glass(GBG's)/FinelightTM: Per Home Style Screens Full height with aluminum frames in white LL Windows Andersen®200 Series,window type per print, Pre-finished white interior and white clad exterior Screens Full height with aluminum frames in white DOORS AND LOCKS Exterior Doors Front Therms-Tru®3/0 x 8/0 RH CCR804020-LE Classic Craft Rustic Collection Door Unit w/Custom 8-Lite SDL grille Handleset Therma-Tru®Millennium Narrow Multi-Point System;exterior venetian bronze, interior package satin nickel Garage Service 2/8 x 6/8 Therma-Tru®Traditions,steel,6 panel,flush, Model no.TS210 Garage to Home 2/8x6/8 2-panel,20 minute rated door w/weatherstrip Garage Overhead (1) 16x7 Wayne Dalton,6600 Series Carriage House Steel Brunswick insulated steel back(R-12.12) (1)9x7 Wayne Dalton,6600 Series Carriage House Steel Brunswick insulated steel back(R-12.12) Overhead Operators (2) 7'Genie Model 2028H 1/2 hp belt drive opener w/6'chord (2)Three button remotes Keyless Entry (1)Wireless Keyless Entry Pad Dining Room Gliding Andersen®200 Series PermaShield Gliding Patio 6'x 8'(PS6080); pre-finished white interior and white clad exterior&sliding screen-Installed by Window Company Hardware Andersen®Albany;white, multi-point locking system Interior Doors Style CraftMaster®ConmoreTM molded,flat 5-panel with solid core construction (6/8 tall) Locksets Kwikset®Tustin TM Satin Nickel Hinges Satin Nickel FIREPLACE Type/Model Face Style Great Room Heatilator Novus 4842 Direct Modular Porcelain Tile Level 1,to Raise Box 11", No Vent,Traditional brick ceiling Hearth refractory Demi Front, non-operable Logs -Included Gas Log Lighter-No SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651 Ave_specifications 01/22/2019 3.10 PM 4 of 10 FINISH FLOORING Hardwood $6.36/SF Allowance Luxury Vinyl Tile $5.65/SF Allowance Ceramic Tile 1 $6.50/SF Allowance Ceramic Tile 2 $7.50/SF Allowance Ceramic Tile 3 $15.00/SF Allowance Carpet&Pad $1.98/SF Allowance Carpet&Pad Stairs to $4.54/SF Allowance:Wall to Wall Lower Level Fireplace Tile Modular Porcelain Tile Level 1,to ceiling Location (Material Main Level Foyer Hardwood Great Room Hardwood Kitchen Hardwood Pantry Hardwood Dining Room Hardwood Master Bedroom Hardwood Master Bath Ceramic Tile 2 Master Bath Stool Room Ceramic Tile 2 Master Bedroom WIC Carpet Powder Bath Hardwood Family Entry Hardwood Laundry Room Ceramic Tile 1 Flex Carpet Flex Closet Carpet Bath#2 Ceramic Tile 3 Stairway to Lower Carpet Stairway to Lower landing Carpet Garage Unfinished Lower Level Games Carpet Media Carpet Bath#3 Ceramic Tile 1 Bedroom#3 Carpet Master Bedroom#2 LVT Master Bedroom#2 WIC Carpet Bath#4 Ceramic Tile 2 Mechanical&Storage Unfinished Storage Unfinished CERAMIC TILE WALLS Master Shower Includes pan fabrication for zero threshold installation (Recessed Floor by Others),waterproofing,concrete board to 7', 12x24 wall tile to ceiling, 3x12 bullnose for all exposed edges,one double recessed niche framed by others, Fiji White Slabs for seat and niche ledges,2"Hex Keystone mosaics for shower floor, 12"Hex border installed vertically centered on the seat,setting materials, standard grout,caulk,and labor. Slabs are included Bath 2 Includes pan fabrication with curb, waterproofing,concrete board to 7'. Ceramic floor with Daltile®2"x2"level 2 ceramic tile. Daltile®12"x 12"level 2 ceramic tile wall with trim pieces available, straight layout, (1)soap& shampoo set, no borders or accent tiles Bath 4 Includes pan fabrication with curb,waterproofing,concrete board to 7', 12x24 wall tile to ceiling,3x12 bullnose for all exposed edges,one double recessed niche framed by others, Fiji White Slabs for seat and niche ledges,2"Hex Keystone mosaics for shower floor, 12" Hex border, setting materials,standard grout,caulk, and labor SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specirications 01/22/2019 3:10 PM 5 of 10 Kitchen Backsplash-Matte Desert Gray 3x6 in a herringbone pattern .Trim all exposed edges with L-channels. Wet Bar Backsplash-Elevare Carbon 4x16 in a 1/3 horizontal brick pattern. Trim all exposed edges with L- channels INTERIOR TRIM Main Level 1x8 Primed finger joint pine S4S base, 1x4 MDF primed casing Lower Level 1x8 Primed finger joint pine S4S base, 1x4 MDF primed casing Great Room Floating 8"x8"x6'S4S Poplar-Stained Mantle STAIRS Main Level to Lower Treads Closed , 1-1/4"particle board Risers 7/16"O.S.B. Skirt 1x12 MDF-Painted Railing LJ-6210, 2-3/8"H x 2-5/8"W-Stained Baluster LIH-MGPLA44 Matte Black Mega Plain Baluster(Hollow) Newels LJ-4091 6-1/4"poplar square-Stained CLOSETS Closet Shelves Smooth,White, Classic Collection or Textured White, Bellissima White, Lago Collection Laminate w/chrome rods per California Closets preliminary layout for plan. Master Bedroom WIC Adriatic Mist(light gray/tan), Milano Grey(grey brown)or Venetian Wenge(dark brown) Location Layout Foyer 1 Rod/1 Shelf- 12"Deep Pantry 5 Fixed Shelves- 14"Deep Family Entry 1 Rod/1 Shelf- 12"Deep Flex 1 Rod/1 Shelf- 12"Deep Laundry Room (Over W/D) 1 Rod/1 Shelf- 12"Deep MBA Linen 5 Fixed Shelves- 14"Deep Master WIC 2 Rod/2 Shelf- 12"Deep Tie/Belt Rack Tilt-down Laundry Hamper (2) Robe Hooks -Die Cast Bath 3 Linen 5 Fixed Shelves- 14"Deep Bedroom 3 1 Rod/1 Shelf- 12"Deep Master Bedroom 2 WIC 2 Rod/2 Shelf-12"Deep Tie/Belt Rack Tilt-down Laundry Hamper (1) Robe Hook -Die Cast BATHROOMS-MISCELLANEOUS Framed Bath Mirrors Location Type Light Outlet Master Bath Thin black metal frame,wall to (2) None wall,splash to bottom of transom window Powder Framed Engelsen 2932 None None Bath 2 Framed Engelsen 2932 None None Bath 3 Framed Engelsen M432-31 None None Bath 4 Thin black metal frame,wall to (1) None wall,42"tall from splash SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specifications 01/22/2019 3:10 PM 6 of 10 Towel Bars/Paper Holders Delta Ashlyn Master Bath: (2)towel rings, (1) robe hook,and (1)toilet paper holder Bath 2 : (1)24"towel bar, (1)towel ring and(1)toilet paper holder Bath 3: (1)24"towel bar, (1)towel ring and (1)toilet paper holder Bath 4: (1)24"towel bar, (1)towel ring and (1)toilet paper holder Shower Doors Master Bath: Framed door with inline panel,Chrome with clear tempered glass, no threshold,x 80"height Bath 2:5'framed sliding door, Chrome with clear tempered glass x 75" height Bath 3:5'framed sliding door, Chrome with clear tempered glass x 75"height Bath 4: Framed door with inline panel,Chrome with clear tempered glass,80"height Vanity Tops Location Type Bowl Color Edge Master Bath Granite Level 1 Rectangle Sink White Eased Powder Granite Remnant Rectangle Sink White Eased Bath 2 Granite Remnant Oval Sink White Eased Bath 3 Granite Level 1 Oval Sink White Eased Bath 4 Granite Level 1 Rectangle Sink White Eased CABINETS&COUNTERTOPS $289 cabinet hardware material allowance Location Cabinet Countertop Kitchen Timberlake Clifton Duraform, Linen,Soft Granite Level 1, Small eased edge detail Close Doors&Drawers,Cabinets to ceiling(Wall Cabinets 42"w/18") Appliance Center Timberlake Clifton Duraform, Linen,Soft Granite Level 1,Small eased edge detail Close Doors&Drawers,Cabinets to ceiling(Wall Cabinets 42"w/18") Butlers Pantry Timberlake Clifton Duraform, Linen,Soft Granite Level 1, Small eased edge detail Close Doors&Drawers,Cabinets to ceiling(Wall Cabinets 42"w/18") Kitchen Island Timberlake Clifton Duraform, Linen,Soft Granite Level 1,Small eased edge detail Close Doors&Drawers Master Bath Timberlake Clifton Duraform, Linen,Soft Granite Level 1, Small eased edge detail,4" Close Doors&Drawers splash Powder Timberlake Tahoe Maple Espresso,Soft Granite Remnant, Small eased edge detail, Close Doors no splash Bath 2 Timberlake Tahoe Maple Espresso,Soft Granite Remnant, Small eased edge detail, Close Doors 4"splash Bath 3 Timberlake Tahoe Maple Espresso,Soft Granite Level 1,Small eased edge detail,4" Close Doors splash Bath 4 Timberlake Tahoe Maple Espresso,Soft Granite Level 1, Small eased edge detail,4" Close Doors splash Wet Bar Timberlake Tahoe Maple Espresso,Soft Quartz Level 1, Small eased edge detail,4" Close Doors splash Laundry Timberlake Barnett Duraform Linen -36" Granite Level 1, Small eased edge detail,4" sink base cabinet&6 LF 30"wall splash cabinets SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_spec'fiications 01/22/20193:10 PM 7 of 10 APPLIANCES Manufacturer Model No. Color Dishwasher GE Stainless Steel Interior with GGDF570SSJSS Stainless Steel Front Controls Oven/Microwave GE Profile 30"Combination Double Wall GPT9800SHSS Stainless Steel Oven with Convection and Advantium®Technology Hood Zephyr 36"Savona Wall Range Hood ZZSAM90DS Stainless Steel Cooktop GE 36 Inch Gas, 5-burner GJGP3036SLSS Stainless Steel Kitchen Refrigerator By Owner Wet Bar Refrigerator By Owner ****Range hood vented to exterior. PLUMBING (Location Description [Color Master Bath Sink Provided by countertop supplier n/a Faucet Delta Ashlyn®Two Handle Widespread Lavatory Faucet Model#: Chrome D3564MPUDST Toilet Kohler®Highline®Comfort Height®K-3999-0,two-piece elongated White, Chrome Lever w/Cachet®seat K-7315-0 Shower Ceramic Tile Floor and Walls(per plan) TBD Shower Valve Delta Ashlyn®Monitor®17 Series Shower Trim Model#: Chrome DT17264/MultiChoice®Shower Rough Model#: DR10000-UNWS Powder Bath Sink Provided by countertop supplier n/a Faucet _Delta Ashlyn®Single Handle Lavatory Faucet Model#: D564MPUDST Chrome Toilet Kohler®Highline®Comfort Height®K-3999-0,two-piece elongated White, Chrome Lever w/Cachet®seat K-7315-0 Bath 2 Sink Provided by countertop supplier n/a Faucet Delta Ashlyn®Two Handle Centerset Lavatory Faucet Model#: Chrome D2564MPUDST Toilet Kohler®Highline®Comfort Height®K-3999-0,two-piece elongated White,Chrome Lever w/Cachet®seat K-7315-0 Shower Ceramic Tile Floor and Walls(per plan) White Shower Valve Delta Ashlyn®Monitor®17 Series Shower Trim Model#: Chrome DT17264/MultiChoice®Shower Rough Model#: DR10000-UNWS Bath 3 Sink Provided by countertop supplier n/a Faucet Delta Ashlyn®Two Handle Centerset Lavatory Faucet Model#: Chrome D2564MPUDST Toilet Kohler®Highline®Comfort Height®K-3999-0,two-piece elongated White,Chrome Lever w/Cachet®seat K-7315-0 Alcove Shower Sterling EnsembleTM Series 7212,48"x 34"x 75-3/4"Shower Stall, 72120100-White 0 Shower Valve Delta Ashlyn®Monitor®17 Series Shower Trim Model#: Chrome iDT17264/MultiChoice®Shower Rough Model#: DR10000-UNWS SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specifiications 01/22/20193:10 PM 8 of 10 Bath 4 Sink Provided by countertop supplier n/a Faucet Delta Ashlyn®Two Handle Widespread Lavatory Faucet Model#: Chrome D3564MPUDST Toilet Kohler®Highline®Comfort Height®K-3999-0,two-piece elongated White,Chrome Lever w/Cachet®seat K-7315-0 Shower Ceramic Tile Floor and Walls(per plan) TBD Shower Valve Delta Ashlyn®Monitor®17 Series Shower Trim Model#: Chrome DT17264/MultiChoice®Shower Rough Model#: DR10000-UNWS Kitchen Sink Kohler®Riverby® enameled cast iron 33"x 22"x 9-5/8"under-mount single- White bowl: K-5871-5UA3-0 Faucet _Delta Essa Pull-Out Spray D9113ARDST Artic Stainless Disposal InSinkErator Badger®5: 1/2 Horsepower Heavy Duty Motor(Quiet Dura- Stainless Steel Flange Drive®Induction Motor) Laundry Room Sink Sterling S9950 Latitude 12-1/4"H x 25"W x 22"L Stainless Steel Faucet Delta Foundations®Single Handle Pull-Out Kitchen Faucet Model#: B4310LF Chrome Garage Sink Mustee 18-in x 23.5-in Freestanding Utility Sink White Faucet Delta 2131 LF faucet w2-handle faucet w/hose thread spout Chrome Water Distribution "Pex"Type system Sill Cocks (2) NIBCO Fig 90 Sill cocks Water Heater (1) Bradford-White 75 Gallon, power vent, natural gas: RG2PV75T6N Water Softener Rough-in Loop Only Sump Pump (1)Zoeller#M53 sump pump(1) Oversized Sump pit Backup Sump PHCC 2400 battery back-up sump pump Ejector Sewage ejector pit w/►id,Zoeller#M267 sewage ejector pump w/alarm Bsmt. Bath(s) Rough-in Wet Bar Rough-in 2-Car Garage Utility sink rough-in w/separate shut-off valve Water/Sewer/Sump $6,100 Allowance Service Gas Lines To Water Heater, Furnace, Cooktop, GR Fireplace&Gas Grille Stub-out ELECTRIC Size Service 300 AMP Outlets&Switches Toggle switches, switches&outlets to be white color Dedicated Outlet One 20 AMP dedicated outlet included for Garage Bath Ventilation Bath Fan (2) Master Bath, (1) Powder Bath. (1) Bath#2 , (1) Bath 3 &(1) Bath 4 Lighting $4,500 Allowance: Includes all interior and exterior lights and installation,excluding can lights Under Cabinet Kitchen: Included in lighting allowance Can Lights (44) Interior&(6) Exterior Flood Lights (2) per prints Ceiling Fan/Light Master Bedroom, Secondary Bedrooms&Covered Side Porch Provisions SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specifications 01/22/2019 3:10 PM 9 of 10 A/V AND SECURITY Structured Wiring (1)Quad Shield RG6 Cable Stub Out, (1)CAT6 Internet Service Provider Stub Out, (1) Digital Media Stub Out (16/4&CAT6), (1)Satellite&Over-the Air HDTV Infrastructure(RG6, 16/4&(2)CAT6), (5) Digital TV Outlets (CAT6) , (1) Data or Phone Outlet(RG6)&(1)Structure Wiring Enclosure Box(hinged door) AudioNideo (1) HDMI pre-wire with control wire and trim plate over Great Room mantle (1) HDMI pre-wire with control wire and trim plate in Media Room Security System (1)keypad, (3)door contacts, (1) motion detector, (1) interior siren, (1)Home Automation Controller Module& (1)Alarm.com Module HEATING AND AIR CONDITIONING Trane 95% Efficiency Gas Furnace w/14.0 SEER air conditioning 1 Unit-located per print (1)Aprilaire Model 8810 Wi-Fi Thermostat with Event-Based TM Air Cleaning Aprilaire Media Filter Trane dehumidifier w/6"Aprilaire motorized damper Cooktop hood vented to exterior. EXTERIOR House Walk Broomed finished concrete sealed(per plan) Front Porch Broomed finished concrete sealed(per plan) Covered Porch Broomed finished concrete sealed(per plan) On Grade Patio 12'x14'Broomed finished concrete sealed(per plan) Driveway Broomed finished concrete sealed(per plan) City Walk Broomed finished concrete sealed(per plan) Landscaping-Plants& $5,000 Allowance Trees Bury downspouts and discharge in lawn 1 foot beyond beds included in landscape allowance Whole Yard-Seed and straw erosion mat Irrigation None Tree Clearing $1,500 Allowance Demolition $21,640 Allowance(house,out building,asphalt driveway&city walk) Mailbox By Client(material&install) SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES 651Ave_specifications 01/22/2019 3:10 PM 10 of 10 GENERAL 1. All allowances are builder's cost before cash discounts and include sales tax. All non-allowance change orders are priced separately 2. All sewer,water, or utility trenches run inside the property line under walks, drives or patios will be back-filled with sand or pea gravel. 3. There is no warranty against earth settling in utility trenches. 4. Builder assumes no responsibility for settling of sewer,water or utility trenches installed by the developer of the lot. 5. Concrete drives,walks,porch,patio or floors are not warranted against cracking. They are also not warranted against the flaking off of the top surface caused by salt or ice melting chemicals. 6. There is no warranty on the life of existing trees 7. There is no warranty against efflorescing of brick. 8. Builder reserves the right to substitute materials at equal or greater value. 9. Customer will be responsible for any changes made due to the Developer's or Homeowner Association's Architectural Approval process. BUILDER BUYER SPECIFICATIONS REVIEWED INITIAL CLIENT INITIAL SALES Hamilton County, Indiana '4' • Y I s C'., 4 1 ii .rl ..ii 1 ;a r. t ��� �iAtillilm; .fi1 ul`Jl9 ..y , i. Y — . _ +i I II' 1 a� OO W ' ` i ■ WEIDLERS II 'ti t s i,,. , . 4 I t a ` + *« :� • r _ ,,x � 0 ‘' ' - Ill. r w7 I. wi. -, - ll „ Ill:. 4- t. (i:rit. %. ' Pk r IL I January 9, 2019 1:360 0 0.003 0.006 0.012 mi Parcels Minor Roads IIII CARMEL I I 1 t l r r r t t O Address Points Lakes&Reservoirs 1 I CICERO 0 0.00475 0.0095 0.019 km Subdivisions Rivers&Streams III FISHERS Interstates&US Highways Corporate Limits II NOBLESVILLE State Highways III ARCADIA III SHERIDAN Major Roads III ATLANTA In WESTFIELD Author Hamilton County ough strict accuracy standards have been employed,Hamilton County does not warrant or guarantee the accuracy of the information contained herein and disclaims any and all liability resifting from any error or omission. C.W. WIEDLER'S SUBDIVISION n ,/` C / A. LOT COVERAGE TABLE S I E = X I-I I B 0 1 PLAT BOOK 13, PAGE 36 II LOT #18 , �� ```���A 111AiI�4q ' LOT SIZE PER RECORD PLAT:IMPERVIOUS AREA: 3,7o8t SQ.FT.3± SQ.FT. PREPARED FOR i s �J� Qs0•.••••••..••RF �4 IMPERVIOUS % COVERAGE: 49.6% OF RECORD PLAT AREA WEDGEWOOD BUILDING COMPANY CITY OF CARMEL, INDIANA G1STE N• 651 1ST AVENUE NE, CARMEL, IN •Q�N09Fo c do E* LS20300026; *_ CITY OF CARMEL NOTE: MINIMUM FLOOD PROTECTION GRADE: %, STATE OF 1) THAT PORTION OF DRIVEWAY WITHIN ALLEY '.7111 IA i NOTE: BUILDER TO ENSURE POSITIVE �-::J IA ! •••.�NDIANP.'• DRAINAGE AWAY FROM STRUCTURE(S) RIGHT-OF-WAY SHALL CONFORM TO CITY 1) THE MINIMUM FLOOD PROTECTION GRADECCI .....• Q. LtJ (MFOF G)IS 8,37.4 OR 2-FEET ABOVESTCITYREET ����/��/ISURJI'1` STANDARDS IN ALL RESPECTS. to. �J L LOW POINT IN FRONT OF LOT. THIS IS THE o 2) ALL KNOWN PLATTED AND PROPOSED d.1 MINIMUM GRADE OF ALL STRUCTURES, FOR iEASEMENTS SHOWN ON THIS PLOT PLAN. F'_-'v + ALL WINDOWS, DOORS, PIPE ENTRANCES, TOP `"� 1 IA OF WATERPROOF WINDOW WELLS, AND OTHER _. g STRUCTURE MEMBERS. `k,-F,,, = <o w �,, z z<<0 w< 0o -� z� i7 ,n i" z: .. 5 NN F� _�<'� zoo F= a� zo .co W< W2,n urc U0 ma �r 3 MINIMUM LOWEST ADJACENT GRADE: zwwz o� c�1 W-z cccc Nn �NOU .;,,,,I, V ,V UF_ K 1 ' i/ 1) THE MINIMUM LOWEST ADJACENT GRADE .8 o oam0 K' '- o:0 a ON wY C U OW (MLAG) IS 837.4' FOR THE HOUSE, 2-FEET z3aa a.„,, !A ABOVE STREET LOW POINT IN FRONT OF LOT. Z R 0c< o WHICH ACTS AS THE LOWEST POINT WEIR FOR i v �< THIS LOT. THIS IS THE MINIMUM GRADE OF / ALL STRUCTURES, FOR ALL WINDOWS, DOORS, 145 }— : PIPE ENTRANCES, TOP OF WATERPROOF a E. E. 8 e WINDOW WELLS, AND OTHER STRUCTURE Is 1 ^ "141.88'(M. Wit ,III C�I ELECTRICAL SERVICE MEMBERS. GARAGE MLAG IS 836.4' BASED I ) TO BE PROVIDED FROM r: REAR CF PROPERTY ON REAR ALLEY GRADES AND NATURAL 12o.er z2oo WATERSHED NORTH. �_ TOP OF er �3 33 2� W PR POSED 4'CONCRETE ' RESIDENCE TOP ® 1 W� ' _ (74^ WW w REUSE EXISTING 1.WATER 9 z WALK / F.F. 839.4' 837 4'\. < g PROP.a`; n 4'SW m GAR. 836.4' ¢ n m DRIVE a /r VICE IF FOUND IN GOOD CONDITION Z.---•-• no- BSM'T 829.4' \< H o :f/. UTILITY NOTES: . >rc m n a \� �. 1� POWER: 1 Q o io ) 30.00' 8.00' 1. / 5 ..... 22.00' HOUSE TO BE SERVED BY UNDERGROUND ELECTRICAL aN 21.87' SERVICE. I- 8 g , IT .,. a. WATER: E (®ice' 26.33' a �, c HOUSE TO UTILIZE EXISTING WATERMETER FROM MAIN I �t 876A 7;1 ---\ _� e1L78.%E 1 waif• IN ALLEY. , 4 /// .1-4-1M.) --\ fl a 1835.51 1-T (P.) GAS: HOUSE TO UTILIZE GAS SERVICE,IN ALLEY. 87&9 145' (P.) , ( . m ' ❑ 'c IS SANITARY: HOUSE TO UTIUZE EXISTING SANITARY a �w ALLEY NOTE: SEWER FROM ALLEY. wN =�^ , la NO MATERIAL OR CONSTRUCTION EQUIPMENT _ IS ALLOWED ON THE PERVIOUS ALLEY. THE w W I CITY MAY REQUIRE CLEANUP OF PERVIOUS ma< PAVEMENT THROUGHOUT CONSTRUCTION. 14Ip ROOF DRAIN &DOWNSPOUTS w w JwOil LEGEND TO BE DIRECTED EAST-WEST O,z BUT MUST TERMINATE Q —STORM MANHOLE OJyu NOTE: S MIN. 25-FEET FROM EAST/WEST LOT UNES '§'''„,,,2 v., pNQ DRIVE ENTRY TO CONFORM WITH CITY OF CARMEL STANDARD PLAN 10-21A. CHANGES TO 000.0 —EXISTING GRADE - DRIVEWAY WITHIN R/W MAY REQUIRE BOARD OF PUBUC WORKS APPROVAL 1000.01—PROPOSED GRADE (0o v< THE LOCATIONS,DIMENSIONS, AND WIDTH ALONG THE PROPOSED PUBUC SIDEWALK WERE SCALED - OR TAKEN FROM ENGINEERING CONSTRUCTION PLANS PREPARED BY OTHERS OR AS PROVIDED. LAND DEVELOPMENT CONSULTING ORM: TAT DATE 12/21/18 SCALE: 1” = 30' VERIFY SANITARY LATERAL LOCATION PRIOR TO CONSTRUCTION TRUE & LAND SURVEYING SERVICES JOBQ: 18-899 REV.: 01/23/19 _ 1��./l� 11650 Olio Road,Suite81000-289IT SHALL BE THE RESPONSIBIUTY OF THE BUILDER/CONTRACTOR TO VERIFY THE BUILDING NORTHZONED:46037 ZONED: F.F.E. HSE: 839.4' - DIMENSIONS,BUILDING LOCATIONS, THE LOCATION OF OTHER PERTINENT FEATURES AND one:(317)-841-8754 ZONING: 5' 10' F.F.E. GAR: 836.4' ELEVATIONS PRIOR TO THE START OF CONSTRUCTION. THE INTENDED USE OF THIS PLOT PLAN IS FOR SECURING BUILDING PERMITS ONLY AND SHALL NOT BE USED FOR ANY OTHER PURPOSE. "POINTING YOU IN THE RIGHT DIRECTION" Fax:(317)-841-8762 F.F.E. BSM'T: 829.4' E-mail:Troy@Truenorthindy.com REAR C.W. WIEDLER'S SUBDIVISION EROSION 8c SEDIMENT PLAT BOOK 13, PAGE 36 LEGEND C O N T R O L PLAN Ps — PERMANENT SEEDING LOT #18 CITY OF CARMEL, INDIANA — CURB INLET PROTECTION Wy°PO �0 A' OR 4 1.Place 6 Inches of coarse aggregate(INDOT 651 1ST AVENUE NE, CARMEL, IN G qPe ?' .44444', •: e; ,27F'q CA No. 2)over a stable subgrade. .erI®I — DROP INLET PROTECTION •�0• •00 (4'0A? 2. Construct the drive at least 12 feet wide ID -�.�_������:���yy,� minimum or to maximum planned width M —UA— — UNDISTURBED AREA •.j�j�:j - RMS) whichever is greater,and the greater of 50 6• DEEP - - feet long or full length of drive. II 3 I HEREBY CERTIFY THAT THE DRAINAGE WAYS, PAD —SF— — SILT FENCE (MIN.) w!w c AV ELEVATIONS, AND EROSION AND SEDIMENT v '�.�' 3. Add stone as needed to maintain 6 Inches 1•-2INDOT WASHED .r-:r- OVERALL MEASURES ARE CONSISTENT WITH THE CM3 — CONCRETE WASHOUT `.--.1% •/ of dean depth. OVERALL DEVELOPMENT PLANS. AGGREGATE, CA N0.2 �ry 000.0 — EXISTING GRADE GEOTEXTILE FABRIC TO STABIUZEf �$ 4. To improve stability or it wet conditions FOUNDATION(ESPECIALLY IMPORTANT are anticipated,place geotextile fabric on the A, 1000.01— PROPOSED GRADE WHERE WETNESS IS ANTICIPATED) graded foundation. EROSION CONTROL NOTES — EROSION CONTROL BLANKET TEMPORARY CONSTRUCTION DRIVE NOTES' 1)GENTLE SWALES REQUIRED TO BE CONSTRUCTED(OR TO BE PROTECTED IF EXISTING)ALONG SIDE 1)STONE TO BE REMOVED AND PROPERLY RELOCATED/DISPOSED OFF LOT LINES DURING CONSTRUCTION AND TO REMAIN POST-CONSTRUCTION TO DIRECT SHEET DRAINED OFFSITE UPON COMPLETION OF CONSTRUCTION PRIOR TO FINAL WATERSHED TOWARDS THE FRONT AND BACK OF LOT AND NOT TOWARDS EXISTING OR PROPOSED GRADING/SEEDING/SODDING. REMOVAL SHALL CONFORM TO CARMEL RESIDENCES. CITY CODE SECTION 6-227(h)(3)and 6-227(h)(10). 2)TEMPORARY CONSTRUCTION DRIVE REQUIRED, MUST COMPLY WITH CITY OF CARMEL STORMWATER MANAGEMENT ORDINANCES. 3)COCONUT-ROLL OR MONO-ROLL SEDIMENT CONTROL MAY BE USED IN LIEU OF SILT FENCE AS SITE CONDITIONS OR HEATHER DICTATE, WITH APPROVAL FROM THE DEPARTMENT OF ENGINEERING. TEMPORARY CONSTRUCTION DRIVE NOTES. 1)STONE TO BE REMOVED AND PROPERLY RELOCATED/DISPOSED OFF OFFSITE UPON COMPLETION OF CONSTRUCTION PRIOR TO FINAL GRADING/SEEDING/SODDING. REMOVAL SHALL CONFORM TO CARMEL CITY CODE SECTION 6-227(h)(3)and 6-227(hX10). I 1 I I \ I ) ..______..-- / •canCRETE WASHOUT' / (NO SCALE)I - THAT PORTION OF PUBLIC SIDEWALK ADJACENT TO - "W 4' VI LOT FRONTAGE TO BE REMOVED AND REPLACED WITH n n 00 FENCE �I Ip e. NEW SIDEWALK TO CITY OF CARMEL STANDARDS y OIL,ST9Ci PILE S� I__ n S 1 IF DAMAGED DURING CONSTRUCTOR ROTEgTI / 1 1 �5 \1. \ 'r` ! 6..61 OR A KIN I ...1: I .- � \/ / • • 1 AREA OF 36 S.F. I I il j! 1 ':1 TEMPORARY � �• \� + _.2 _ ',. CONSTRUCTION DRIVE-- COMPOSTS ... i \ I I' . .. 11 II ,�r�•�•�.• 1 Cl/BIC YARD CF ■_ �■ REQUIRED COMPOSTS/PARTIALLY 1ECOMPOSED W000 MULCH PLAN + i (A MINIMUM DEPTH OF 9• Z QWB c�0V S� S� 49 j TO BE MAINTAINED). SILT ' I�� z I �� ��, r v\ 1.0' v vAVAVI.vAVAAVA. Q (MINIMUM) A \ /\../\ • .21 • • • ELEVATION C CONCRETE WASHOUT BASIN ��7��r�,� LAND DEVELOPMENT CONSULTING DRWN: TAT DATE: 01/23/19 SCALE: 1" = 40' TII1- & DS SURVEYING 89 SERVICES J013#:J013#: 18-899 REV.: 11650 NORTH Phone:,Indiana nd anal 6037 POINTING YOU IN THE RIGHT DIRECTION. Fax:(3ail:17}Troy841-8762@.Trurnarthindy.cam SHEET 2 0 F 3 E-m C.W. WIEDLER'S SUBDIVISION PLAT BOOK 13, PAGE 36 CONSTRUCTION DETAIL LOT #18 SHEET CITY OF CARMEL, INDIANA 651 1ST AVENUE NE, CARMEL, IN MEAS JREO AT PROPERTY UNE 6'-2 5 20 MAX 5' 6-0 YATES 12'MN TAPER cuRey _ 7 --___,.....-24-----DRt'S( SIDEWALK IX OUTER— 'Q w CROSS-SECTION VIEW W "IZZ CC --w4. '?4. v) MEM imm 77 PIM0'MAX IIIII O EXISTING POROUS A' 1• Z ASPHALT ,L,L . II IIIIIR '70 4' . A III: ~ Q `R• AL 10- _ , _ __ (13 W •'0:••,. MiRegaffa ••• 1-1/2"SURFACE ASPHALT FIN AIL NYMII RESIDENTIAL EXCEPT DRIVEWAYS DRI VEWA YS CC ���� NON-WOVEN GEOTEXTILE REQUIRED B'CONCRETE ON BOTTOM AND SIDES OF NO SCALE UTILITY TRENCH FROM UTILITY a.o_l.w..=l.r_•=rcr-•:r_r:r_i. =:i:r=i.ai:i. 2'WASHED 08 STONE! 12-1 COVER TO SURFACE �- ii - / NOTES: - - - - - ALL RDADS FACE 6 CURB IS TO BE 7 1/2",BACX OF OMS 13 1/2' GI C7 FLOWABLE FILL REQUIRED FROM ANY EASING CURB.SHALL BE SAWCUT AT 1HE NEAREST DONT TO 11£REMOVAL LMITS AND THE EOSINS CURS REMOVED. Q Z ¢ UTILITY COVER TO BOTTOM OF#8 CONCRETE DRIVE AND/CR SIDEWALK ACROSS GRIN:SHALL BE A'ANNUM OF 6'PLAN CONCRETE ANC 6.COMPACTED AGGREGATE NO 53 Z * N STONE i IM WINGS SHALL BE 32W AS NOTED REGARDLESS CF MINCE OR LOCATION CF SDEWALK q EI_ CD PA1H/9DEWALX MO TREE LAWN DIMENSIONS VARY PER CANNEL CLAY COMPRENENSVE PLAN(C3 PLAN). CC3 UNDISTURBED NATIVE� SbLS / • SHEET 3 OF 3 \ v_. /\//\ i�//\//\//\ .\ UnuTY BEDDING AND COVER TRUE LAND DE VELOPMENTCONSL'LTING DRWN: TAT DATE: 01/23/19 SCALE: N.T.S. POROUS ASPHALT unuTY REQUIREMENTS Ti_ &16L OLANDS SURVEYING SERVICES J08/: 18-899 REV.: 11650 lioRa,Swt STREET CUT REPAIR DETAIL NORTH Phone:(317)-841-8754 NO SCALE 'POINTING YOU IN THE RIGHT DIRECTION- Fax:(317)-841.8762 E-mail:Troy@Tmenorthindy.com 1 . The Murrayesidence 11111...11 i Y 651 1ST AVE NE, CARMEL ®""I' ,,,-, , ,,, -,. ,,,,i ,,, ,, ,:,, , „,.,„:„.:,,,,, ,, �""II 0 WN J U��Z rn . ��LLE ', ., 4''' ,, .„_ 14. co �� .. ccs \ :y7 \ '''. , I � ) �I1 `` ir,li CD u 3 t, n to Ci SPANISH TRANSLATIONS Api..11.67i.oilik7Cal: tEt COMMON ELEVATION NOTES=1 AS NOTAS DE LAS ELEVACIONES COMMON DETAIL NOTES=US S D NOTAE LOS DETALLFS COMUNF4 COMMON FRAMING NOTES=LAS NOTAS COMUNES DE BORDEAR ... COMUNES DRYWALL=EL PANEL DE YESO DROP TO TOP OF WALL=BAJA A LA PARTE MAS ALTA DE LA PARED SADDLE ROOF TO EXTEND THE MEASUREMENT=EL TECHO A DOS AGUAS TV MOUNTING HEIGHT=LA ALTURA PARA MONTAR LA TELEVISION SLOPE(MEASUREMENT)TO DOOR=NECESITA MEDIR LA INCLINACION A LAv .1001P' PARA AMPLIAR TILE JOINT TO BE CENTERED ON FIREPLACE=CENTRA LA JUNTA DEL PUERTA RAKE BOARD=EN EL TECHO,ES EL BORDE DUE TIENE EL INCLINACION EN AZULEJO EN LA CHIMENEA (MEASUREMENT)CONCRETE SLAB OVER(MEASUREMENT)MINIMUM LA ULTIMA PARED DE LA CASA TV REFERENCE=LA REFERENCIA PARA LA TELEVISION GRANDULAR FILL=NECESITA MEDIR EL BLOOUE DE CONCRETO POR EXPOSED AREA AT BOTTOM=LA ZONA DESPROTEGIDA EN EL FINAL TAPER SHOWER BASE TO DRAIN ON CENTER=DISMINUE EL BASE DE LA ENCIMA DE LA MATERIAL DE PIEDRA ROTA METAL FLASHING CAP=UNA PIEZA DE METAL DUE CUBRE EL BORDE MAD DUCHA AL DESAGUE EN EL CENTRO FOUNDATION PLAN(0)CAR GARAGE OPTION=EL PLAN DE LOS CIMIENTOS ALTO DEL BASE SLIDING DOORS=LAS PUERTAS DUE PUEDEN DESLIZAR DEL GARAJE PARA LOS COCHES APPLIED TRIM PILASTERS TYPICALLY AT FRONT ELEVATION CORNERS=LA GUTTER BOARD=EL TABLON PARA EL CANALON DROPPED WOOD BEAM=LA VILA BAJADA PILASTRA DUE EDTA TIPICAMENTE EN LA ESQUINA DEL FRENTE DE TRIM BOARD TO COVER BOTTOM OF BOX BEAM=CORTA EL TABLON PARA FLUSH WOOD BEAM=LA VISA NIVELADA _ __..__..._____ ____., LA ELEVACION CUBRIR EL FINAL DE LA VIGA TUBULAR POINT LOAD FROM ABOVE=SENALA LA CARGA ARRIBA 'APPROVED PANEL SIDING=PONER PANELED HORIZONTAL SLIDING=DE DESUZAR HORIZONTALMENTE SOLID BEARING=EL ANGULO SOLIDO SLOPED BRICK ROWLOCK SILL=UN LADRILLO EXTENDIDO EN EL BORDE PANELLED SHUTTERS=LOS POSTIGOS CON PANELED SLOPED CEILING=EL TECHO BAJADO By Jaclyn Manson W 1210 pin,Ow 13,3018 TOP BEVELED EDGE AT PILASTER BASES=AL BASE DE LA PILASTRA TIENE ALIGN FACES OF TRIM TO PLASTER=NIVELA LOS EXTERIORS DEL SOLID BEARING UNDER POINT LOAD ABOVE=EL ANGULO SOUDO DEBAJO DE UN TECHO BISELADO ESPACIO AL REVOQUE LA CARGA ARRIBA BRICK VENEER=EL REVESTIMIENTO DEL LADRILLO CORBEL=LA MENSULA BULKHEAD=EL MAMPARO BOX BEAM=LA VISA TUBULAR OVER=POR ENCIMA DE STUD WALL=LA PARTE VERTICAL DE LA PARED DUE BORDEA HORIZONTAL SIDING=EL REVESTIMIENTO HORIZONTAL TOP=LO MAD ALTO/LA PARTE MAS ALTA WALL WITH WOOD TOP=LA PARED CON LA LIMA DE MADERA CORNER BOARDS=LOS TABLONES EN LAS ESQUINAS ALIGN=NIVELA RETURN AIR=VUELVA EL AIRE BRICK SILL=LA REPISA DEL LADRILLO WIDTH=EL ANCHO TOP OF BOX BEAM=LA PARTE MAS ALTA DE LA VIGA TUBULAR TRIANGULAR LOWER=EL LISTON TRIANGULAR SPACED BETWEEN=PARA CREAR EL ESPACIO ENTRE BOX BEAM=LA VIGA TUBULAR DRAWING INDEX d Z FIXED WINDOW=LA VENTANA INAMOVIBLE THICK=ABUNDANTE DUCT CHASE=EL CONDUCTO EXPOSED AREA AT BOTTOM=LA2ONA DESPROTEGIDA EN EL FINAL TO TOP OF PLATE(WALL).A LA PARTE MAD ALTA DE LA PARED WOOD BEAM=LA VILA DE MADERA No. Sheet Sheet Name Revl Curun Rev on Date Covent Revision DesuipeaeC J FRONT ELEVATION=LA ELEVACION EN EL FRENTE BEARING HEIGHT=DE SOPORTAR LA ALTURA ACCENT TILE WALL=EL AZULEJO ESPECIAL PARA LA PARED AB COVER SHEET W PANELED SHUTTERS=LOS POSTIGOS CON PANELED CEILING=EL TECHO/EL CIELO RASO VERIFY HEIGHT FOR DUCT CHASE ABOVE WALL IN ATTIC=VERIFICA LA SHINGLED ROOF RETURN=EL TECHO DE VARIAS TEJAS PARA VOLVER ALTURA PARA EL CONDUCTO ARRIBA DE LA PARED EN EL ATICO Al EXTERIOR ELEVATIONS Cr PORCH SWING=EL COLUMPIO EN EL PORCHE COMMON ROOF PLAN NOTES=EL PLAN DE REVISAR LAS NOTAS PARA EL COORDINATE WALL WITH CABINET LAYOUT=COORDINA LA PARED CON EL AZ EXTERIOR ELEVATIONS __ ________ ___ (/) < GARAGE DOOR SIDE TRIM=LA PUERTA AL LADO EN EL GARAJE PARA GABINETE A3 EXTERIOR ELEVATIONS - d V CORTAR TECHO COMUN EQUAL FRAME=LA ESTRUCTURA IGUAL GARAGE DOOR HEAD=EL FRENTE DE LA PUERTA EN EL GARAJE SADDLE ROOF TO EXTEND 3'BEYOND BRICK=A TECHO A DOS AQUAS EQUAL FRAME TO OTHER WALL RETURN=LA ESTRUCTURA IGUAL A OTRA At EXTERIOR ELEVATIONS W TO TOP OF GUTTER=A LA PARTE MAS ALTA DE LA CANALETA PARA EXTENDER HASTA UN PUNTO DEL LADRILLO PARED SI FOUNDATION PLAN >. Z W TO TOP OF HEADER=A LA PARTE MAX ALTA DE LA VISA BEAM FOR SWING=LA VISA PARA APOYAR EL COLUMPIO A5 BASEMENT FRAMING (4 w w HEADER HEIGHT=LA ALTURA DE LA VIDA COMMON FINISH PLAN NOTES=LAS NOTAS COMUNES PARA TERMINAR El PORCH SWING=EL COLUMPIO PARA EL PORCHE AS 1ST FLOOR ROUGH FRAMING L > = TO TOP OF LANDING=ALA PARTE MAS ALTA DEL DESCANSILLOELAN AS ROOF PLAN 3 Q (/) BEARING HEIGHT-EL EL A BELOWFURNITUREPIECELOSPIEZA A70 1ST FLOOR INTERIOR FINISH < W GARAGE CEILING HEIGHT=LA ALTURA DEL TECHO DENTRO DEL GARAJEQ FINISH MAIN LEVEL=TERMINA LA NIVEL PRINCIPAL DE LOS MUEBLES E7 BASEMENT ELEC.PLAN I 'L ,,i3 N!O TO TOP OF FOUNDATION=A LA PARTE MAS ALTA DE LOS CIMIENTOS VOID=EL ESPACIO 3 I.0 I9 t0 T") TO TOP OF PLATE(MAIN)=A LA PARTE MAS ALTA DE LA HOJA PRINCIPAL TEXTURE WALL=LA PARED DE LA TEXTURA E2 1ST FLOOR ELEC.PUN FINISHED UPPER LEVEL=LA NIVEL MAS ALTA TERMINADA ZERO THRESHOLD=EL UMBRAL TO TOP OF PLATE(UPPER)=A LA PARTE MAS ALTA DE LA HOJA MAS ALTA FINISHED BASEMENT LEVEL=LA NIVEL TERMINADA DEL S6TANO AO RIGHT.LEFT,FRONT,REAR ELEVATION=LA ELEVACION A LA DERECHA.A LA IZOUIERDA,A LA FRENTE,Y DE ATRAS 12113Ro18 0 IIII 111111 , ;:.:;';,-4,--,. :,::.,.:.•., ,,,-,:,•:-,e,''',.'',t ,/, ..:,, : , :-A )41,,i,„„ ,.,,,,,,t;ieriv3°',.::::;,i„. .',', 1 -7 t. 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Wedgewood No Date Dsctl. .n 651AVE p Building Co.,LLC III S> � d 317.669.6300 --= � 651 1ST AVE NE,CARMEL IN �� _ i. _ L:f .* 32 First Street NE S /” Carmel,IN 46032 BASEMENT FLOOR INTERIOR FINISH SSo,, ,_,,, „"`NMed'''ootlbo o ��� A i H 0 ,g, -n z . . 1- E t R, ? ! i 8 - 5 Z i i CD 0 e 1 c• r___ MO 7/0 0}1D 111117/,... 1.3 1 I Z ii 1 i 0 Cr) 4 g 2 2 I 1 R 2 R x M i' 1 il 1 Sil ir 4 a I 1 z zr" _ r., r /_ c :11 p , 03, -.) worort -2 11 [---- P ' 1 IV 'r,2 6 i 1 R Zete—L. F, 11 v.' L\110"'1 illib. .1.. r 2,141.060 2.FX4050 2410.0060 [ ire° !', 1 § . .1 r g , ill,,,,, i o . HY tq ( 1.14 q olic to , r,,,.„ : MMUS 1W DIRECT YEW 'A MENACE ; i I i 1 [ I 1 Ox.15111 10-11C i 11 1-- 1--, A , 1 Ak 3.1 2,14.2360 ,A (;)1. Olj Z.'r — KiZZZZZZZA V I 1 t 1,Z0 • 1 3 Rev i> The Murray Residence ..0.......„ ...0"*••. Wedgewood No NW Descript mennama Building Co.,LLC 651AVE 4111017),(j) 317.669.6300 AVE NE,CARMEL IN ......, /DESIGN sTuruo „ i ..._.: t t*,,i, 32 Furst Street NE Carmel,IN 46032 1ST FLOOR INTERIOR FINISH SS mszasignostox.om • 1111111 BASEMENT ELECTRICAL PLAN NOTES: I.NEENT OFE TTEROR GARAGE COACH NEES TO BE 6F ABOVE GARAGE CONLIETE FLOOR N.N.0.1 I. 166666:AT EAT.. 2HEIGEOFE%FEAIOR FRONT PoRCM LENT FIXTURES TO BE N'ABOVE FNNX FEST FLOOR UN.O. ®""" SKEW OF LEM FIXTURES AT GARAGE SNE ENTRE LOCATIONS LOBE IZ ABOVE GARAGE CONCRETE FLOOR TEN.0I SKEW OF LNE MIMES AT REAR PAM AREAS TO BE 1I ABOVE MEI FIRST FLOOR NICO) S ALL VNiIFYIRE PPW.LO BE1ARf. ®�'lll yoK.,ATA pot :..re rvo r Nwr 0 OLO NVa l-i K..... aa))0 of�?g e LL N CO Ao C.) ar rw �` ® 1 UPi0 .rowan Nr rug ,.L 1'x\11 UWIis UNFINISHED (�\1 MECHANICAL L 1 - -- • '. �— / I� r i ; • / ��i .. 1 4-7 (.6.'",„„71,,,,'.'"'"-‘,....... ' 1 ® - ® /(: s° °� /u1 g iii °� ii /---(.\--/-10::_i /iii �" :11 ;, I 111'1171_ '1 1 JAS TN]• Y 1 I / I / �1 ' ® ' I I 1I a IGly �1 I 1 ® 11 ��FAM , I % /I / 1 lFN I T BEDRO3 / / 8 / 1 '. €::. \ // L -- 1 laiFf trw ---o5 i 1 I f:.� MASTER 1 V—J I G J I / IF S BEDROOM I I, I O ti ___ —= __ ' d c z i- h BASEMC-ENbT ELECTRICAL PLAN • Ce 0 1/4". W W T z is W W N• Q Z W 2 j !A W APPRovED 213§; m 1 By Jaclyn Hanson at 12:20 an,Oac 13,2018. E1 121112018 i i -i 4 o 73 \\ P m Z 5 r' d6 d c \\ O _ Ai \ _ m I \ �� \ \ 1 1 0 I g si S 1 I 1 ., t c7 11 t / 1 �® 1 1 14 —� 1 47: „ _I\ 1 ------ I ill \`\ / // \\,,, _ ®-- .. /144 �I \ 0! 911 -`_ F.4 iI. iN/ "—i Il ---- 1 1 I •1 / € , �:� II Imp :1 I / • 11l 1 - 11 ,, ..., � \1j // I / 1... —'� �—r )/ /,,:f �\Q kil 22 ll IA 1 �� I a Y _- G I [/ 934 Y_ ��151,` I 4 _____ . . z z _. mb . o k 15 . 14 i€oo•EImao-we•••9w33, t1is Z3 II'II1' 111111111W,'1 Pi9 v 34 i i E '2 TheMurray Residence �•�.,* Wedgewood Date °owl.on 651AVE !\ g �� Building Co.,LLC ��� �� , 317.669.6300 � 32 First Street NE 651 1ST AVE NE,CARMEL IN OF.51GN STOQ(0 *--.) �� ......... �r Carmel,IN 46032 �� 1ST FLOOR ELEC.PLAN SS w_.. dnexoodbacam 1111111 011111 7116"ROOF DECKING ®11"" WN _I O Z,2 13 IT 2Jc cu SEEROOF oUa,rnzg ROOF SHINGLES ' PRONCE7CLEARANCE LL ,/ ,FOR INSULATION I''a 5,0N rai _{f 1 \---R.33INSULATION 1 4. 7Ni r Ev \SOTig1TRUSSCHORD , VENTED SOFFIT. 1 i1:: .l. •;, /314"OEO(NG LL +-1m mol • z KEDIV.FCRSZ' 11 % 111111 FOUNDATION NOTES: 1 ALL MEWCK PRE TO TOBE WALNCRUNLES11.0.1 OMFAWKEIUH.ON ®IIIIII 2oHENspNSPAE TO ME OF WklTYPICAL NH.O.I 1 LOP OF STEEL REAMS TO WON WHELP M.WALLSNICO. TOP OF BEMST s soueoOTUl d00Ols SORiOOTSOOOHOFFLOOR.WALLF,ka, ®""" S FOUxOAipN 011&RONSiO S PORTION Of iOUNMTbN WALL NN.0.I 4 ALL RASBIEH1 POLW®CONCRETE WALLS TO BE RP IL NOW NN.O.I 1 1.MIRROR BOLTSTO BE HSTklEO WMN 1T FROM EACH CORNER MNOWERYP 001NERE AFTER til N c�-- - --. '8-,,=-6,2 Z n L"] 3 p(O y V a mQa O 0100 c OIL P -p C(.I-12 O vp 07.LT P-! t0-P �a 1'-! 0-0 fi U_ E S - -__ -._. --_. m(h N N m M U 9' BASEMENT WALLSI a lgl _ t __- I • - s ` • _i ,"`;. Lie a — liffirdaill ;I b s .• !L�i / 5F5 •j I 1S_P f6-P� UM ..w 0.* l �� �. , -�..s �, g� .. Quin l`:i+'�w BUB1°OVER u�u h � n�EMIMMIIHM r ��'_��...e - F' REVR0OO 0CILEOGE 1 ,- HwBNwxu + -- ! I �eDmO wABRER LI LI L I 1 x',x.lzaxrntTE r l 3 �, � C FOOTING f }.RTP •� 6-Pry o raOPE ro :. --._f—-z.J „ - yr 0 v-r � � I III '111, tnrc L L J r L OOOOO xcR yej{{ 1 :,-.._.,":' . OK SLAB �.� B-]1K �, r-]1/77 3,in- ,_ 1l-our 15-10 Y! �l b • GARAGE E. �i, +� + 1 ^, i iii i R -' L � Li H IJ s L� L I We c - �5 1 Nrv.OR Ra Sof b b m P b ae-1 W' T-t1 •z-• -B t?eve I \ D.^' .l. - ..� 1C,PR1r00NCRElE 0 0 s,. r � ! k •1� vSCONCRETE `ip e-Btm urRiNERsue Fooirle ���111 ( . - r LI imi x]Kxtz 70011.8 { 3BTrnwF1 ''''''""n411::111. OO1N6 ^Q1I . LBMrox } it R7.4 u-v 1� � 5-111K 1'-! b 11'-11? 1'-! [-1 � � 1S-TW Qi — ` tf,,-,to fE p _. b .� — 12-- , u.ERaMn FooLHe -� s ��od�� I I i I I I I fl �j „in: I E. H i.---- �� \ V -I I I �I ,...... . Illiir ———— CD C S-! l-11? 15-11? 1'-P Y-P 1T-31IY f-P 6-]1? �ce CROPT.O.W. CROP T.O.W. CROP T.OW. 27-7 b-! ]a.P 0-P BLL RP -P Z co — Q O FOUNDATION PLAN i Z al- • Eu- , L (APPROVED By Jaclyn Hanson at 12120 pm,0Rc13,200. S 1 12/13g010