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HomeMy WebLinkAboutMCINTYRE HOUSE - Filed SP-SITE/LANDSCAPE PLAN - 2013-06-21D1RlEcToi� c co wNny t leveliI litN&I �D ►�rb,�Rla�D sccty� S AP�Ra k� 8� TtIE DtQEe�oQ C* PLA.1l, awEt o� city of FORT cADL - liI l cot--oeAoo �tS pqr,, of ,Lb [EA.D. DIREcTo1, t!F CAN►/tk7Wrt4 Of46-AAA 1C O SERM� j OW NEKS GEZTI FICATION The Unl does ilert2}7y Ce�}I 46+ VWie are -f L,e f awfu ( own.rs Of rec(I PYbPr{Y drOCIr; bad or+hi-tp s►fe plan and do hereby cerfiif phut GiGG2pi Gar►di+ion5 anti res�ric�erns �'i' on said s't'k plan. leaser Tur►c tq, Z'I EC-46- T Properties Ld..c. Daft by: tMana jer Rayw seaur 511'ac11e of Colorado Cown+y I Gari mer 5,4bscrtQ11514 and sworn 'ia beferr. one -the 141 Asy of 3"4n� , Z.ot3 AD by P-0y,0K# I (je"Ow) Eez' it-t^css hwrd �•xd 4e>+t(c.ial tstaI. Bulldino Area Calculation: 137 Mathews: Garage: 265 sf Garage Attic: 29 sf (Ceiling height 7'-6" or greater) 1st Floor: 919 sf 2nd Floor: 886 sf Total: 2,099 sf 143 Mathews: Garage: 264 sf Garage Attic: 28 sf (Ceding height 7-6" or greater) 1 st Floor: 877 sf 2nd Floor: 841 sf Total: 2,010 sf Rear 50% 3494 SF it Site Area Plan 1 " = 30'-0" Note: Provide medium broom finish with troweled control joints at 5'-0" O.C. Provide cold joint expansion joint at 20'-0" OC maximum filled with sealant. Provide subgrade prepared per geotechnical report. d d a Abutting wall/foundation 1/2" compressible filler - capped w/ flexible sealant 2" Troweled edge Medium broom finish or match adjacent. d n EI Hand tooled control joint min. depth = 1/4 depth of slab. Exterior Paving Detail 1'-0" 2" In Sewer Service m to (V Existing N m parking apron 0 N Q tit ,c rn o X W N N _ Develop drainage swale to drain towards the east ComData boxes Gas meter to remain New Addition Existing Home rb on North wall ..o..---•—•—_ —, rn Elec. disconnect Existing carport pad N ' -'Sanitary Sewer, Existing concrete it i= 99'-6" Civil Finished Floor "Assumed to be" = 101.75 (See document provided by o Washburn Land Surveying, Project --2010-0028, dated 12/13/10 rn . zZ ----- F3 m rn Sloped (VIF) r- Parking Apron Existing carport pad -� —Elec.PrimaryService— -� -- ' Elec. Meters • -� - Landscape to be-�- designed by others, patio resurfaced, new roof and railings ' y ca v CIR N verify layout with owner Architecture Finish Floor = 100'-0" New steps P 4) a New fence, verify Civil Finished Floor "Assumed to New concrete o design and height wi be" = 102.25 (See document N N sidewalk to adjoin c owner - - provided by Washburn Land with existing public y Surveying, Project # 2010-0028, sidewalk ru in, v o F3 /'IL dated 12/13/10 N uo • • M.� . _ 7 a r, h '4 5.996' Sloped Conc to ' Parking Apron 1 22.583' Garage/Concrete carport Asphalt Parking Lot Site Plan - General Notes Architectural Site Plan is for general orientation purposes only. See specific site survey and landscape drawings by others for additional information. 1. When possible run new/existing utilities undergound. 2. See floor plans for all dimensions during construction Grading Plan Area Calculations Site Area: 7019 sf Existing Impervious Area: 1638 sf Additional Impervious Area: 2257 sf Pervious Area Remaining 3124 sf General Notes: 1. Area calculations are to the best of the Architects knowledge based on site survey. R;i '/ F3 mac° Landscape to be designed by others, 0�e° verify layout with owner Elec. disconnect Secondary. - _ • a Existing fence to - remain, verity w/ m owner any additional fence to enclose lot Damaged curb, gutter and sidewalk existing prior to construction, as well as streets, sidewalks, curbs and gutters, destroyed, damaged or removed due to construction of this project, shall be replaced or restored in like kind at the Developer's expense prior to the acceptance of completed improvements and/or prior to the issuance of the first Certificate of Occupancy. Church of Jesus Christ of LDS . r M a I Proposed lot subdivision line ' N Site Plan & Utilities 1 " = 10'-0" o' 5' 10' n Grading Plan U 1"=10'0" 20' Elev: -0.76' cc rn M c N x w Elew 0.00' 0' 5' 10' 20' Gas and Water Services Existing Curb and Gutter Existing tree(s) to remain ank.in 117 E Mmntain Ave., Suite 20.5 Pon (\dhns, CO 80524 fax 970/224-0034 phone 970G24-0031) Auw.rankin. chiteet..cum In Association with: Rayno & Patty Sesser Owner 2550 Stover Rd. Suite B-101 Fort Collins, CO. 80525 (970) 472-4014 RaynoSea@gmail.com Contact, Rayno Sesser Wright Construction, LLC General Contractor 4219 Widgeon Street Fort Collins, CO 80526 (970) 420-6386 Russ@wnghiconstructionllc com Contact Russ Wright Crown Engineering, LLC Structural Engineer 524 Stover Street Fort Collins, CO 80524 (970)498-9537 (970)691-4239 mobile reyessf5@msn.com Contact: Reyes Sarmiento McIntyre House Q CD 137 & 143 Mathews Street Fort Collins, CC 80524 Issued N 3j No. Description Date ly 1 Permit Issue 02/28/11 2 Lot Subdivide 4/12/11 41 3 Permit Comments 5/10/11 4 Construction Issue 7/28/11 `z EM Final Site Utility & Drainage Plans Project No.: 2010-20 Drawn by: SA Reviewed by: MR Site Plan and Details Scale Accordingly if Reduced Drawing Number e AOm 1 M-123 26 wra,i•i14ii4i+E#'f•,nF.'+.:.titer 7A.11aKklka9rtiX.:1a',.Rdf.. ••aa;.\o-.v,.%a.•::..7a•.,;ML:,T.»•a•:FYAii�IAbiwlNiY�lliWw�•Y�+ti+t�.r:.. SPRINKLER & LANDSCAPE �W'1 —1 )'. QUA- v5 fob-uMNl4�C, "-TV-4wbf.�- e- 4'10 �A\bO ,a+I-ruAFwA4l4's IA obrop.W ; Nt NYC Lp W LA nlPeCqfE LLC. a FINAL LANDSCAPE PLAN MCINTYRE HOUSE BEING A REPEAT OF LOT 26, BLOCK 131 i 0 �mMM 1 � l {` �,\�! e i FA �ffm ' M— I GRAPHIC SCALE: 1 "= lO' —0" DRAWN BY: ARIK SOLBERG DECEMBER OF 2011 All. 410 N e _ --rep f kw%Aw1 s,a�-ram. cc•NJ-go1s� \ / 'P4 4—Wc. i 4o• e., r 1 r240 ndy—I AN _.._ :, NOTE': ANY FUTUIiZI+: PLANTINGS SIIALL 13E FROM TIII+G ("ITY'S APPROVIl;I) PLANT LISP OF ALLOWABLE VARII+:'I'Ii+:S AND I:N:I+�I�I+("1' IIISTOI:I(' PLANTINGS» M-123 2677