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HomeMy WebLinkAboutPlans10 0 5 GRAPHIC SCALE 10 20 SITE PLAN OF: LOTS 6,7 and 9, TOCK 9 PTIA'I'Ok"T11h i it:} �tiA �r�l i i1HCOOPh;R'l'oNAMHNDhD � l r !1 SITE „ 40 PROJECT BENCHMARK FOUND 15 REBAR & PLASTIC CAP L.S. 14111 ELEVATION = 6124.00' 04 0 0 0 0 N 00.38'00" E 1 inch FEET ) = 10 ft. FOUND 15 REBAR & PLASTIC CAP L.S. 14111 -- S 89°22'00" E X W 0 0 0 1- O J 25.0' SETBACK A PARCEL OF LAND SITUATED IN WITHIN LOTS 18 & 19 SECTION 28 TOWNSHIP 7 SOUTH, RANGE 88 WEST OF THE 6th P.M. COUNTY OF GARFIELD, STATE; OF COLORADO SHEET 1 OF 1 ❑ ❑ EX—MIRE FENCE I1 sekba 145.00' PROPOSED B!GFOOT M 77-I 6X6 POST UP (TVP.) ❑ SUBJECT PROPERTY 14,500 sq. ft. 0.333 acres HOUSE 70 CEDAR STREET FOUND 15 REBAR & PLASTIC CAP L.S. 14111 Pf6POSED 51/8" 'x 15' - GLUE LAM BEAM ON PPST 1.5' OVERHANG ✓>: X 4.9' N 89°22'00 W 10 0' SETBACK EX-BIGFOOT (TYP.) 145.00 ENGINEERED TRUSS SYSTEM BY OTHERS 0 24" CENTERS 4/12 PITCH 25.1' TO POST 1.5' OVERHANG it ;( PROPOSED 51/8' x 15" GLUE LAM BEAM ON 6"X6" POST 25.0' SETBACK FOUND X15 REBAR & PLASTIC CAP L.S. 14111 8 N 8 04 0 0 O O c m c CD c N s EL Lie Iil tie 3II c 50.0' RIGHT -OF WAY gas 01 CP 7 Ue 01 (EA- 6T.EET 144 k W 0 0 7 0 7 e) 7 7 7 0) 7 a) 7 0) J O J 1- O VICINITY MAP SCALE; 1" = 2000' PROPERTY DESCRIPTION Lots 6,7,8, and 9, Block 9 AMENDED PLAT OF THE TOWNSITE OF COOPERTON According to the Plat recorded August 23, 1977 as Reception No. 280258. County of Garfield State of Colorado Sec 17/474 AilAtchoien74 4c 8412 A/1117 47141 F,�MUI9 .�. /dM/giddy ec4e$5 / Led SURVEYOR'S STATEMENT APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD EP Date/0 / BY LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE p e of M CO N a•� 1, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineerin€ LLC for Clint Wilfley & Jean �rt�s_ '; that it is true and correct to the best of my m knowledge and belief. • r Poo t /S• r 4. 28643 Mark S. Beckler L 0 CM. 0 v 27183-SITE2-CARORT-181N OVERHANG.DWG 09-05-12 iN , • � ... ; i r ! .w; Iii yer :_ `I+ .l l ..� , ! .. f / 111. , 4,-e? ,:1—\-'-:,..., -r-.: 1!. ::::_i...c..., :.,, .:::‘Th j; ..L1 ..,a .i ` `7 SITS - Suia• P•11'K rk . •1 J ; '• •�. , •, 111. ' • 1 •,. jj ;• . I.s' MAV fi • ,tarbondkle VICINITY MAP SCALE; 1" = 2000' PROPERTY DESCRIPTION Lots 6,7,8, and 9, Block 9 AMENDED PLAT OF THE TOWNSITE OF COOPERTON According to the Plat recorded August 23, 1977 as Reception No. 280258. County of Garfield State of Colorado Sec 17/474 AilAtchoien74 4c 8412 A/1117 47141 F,�MUI9 .�. /dM/giddy ec4e$5 / Led SURVEYOR'S STATEMENT APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILD EP Date/0 / BY LD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE p e of M CO N a•� 1, Mark S. Beckler, do hereby state that this survey was prepared by Sopris Engineerin€ LLC for Clint Wilfley & Jean �rt�s_ '; that it is true and correct to the best of my m knowledge and belief. • r Poo t /S• r 4. 28643 Mark S. Beckler L 0 CM. 0 v 27183-SITE2-CARORT-181N OVERHANG.DWG 09-05-12 LOTS 6,7 1, and 9, LOC 9 PTIA'FOFTiITT-vTr-�-�-. /F;NDhD i:1L TO 'u .,,7 .7i1�' OF COOPh;R'FON 3-2x8 BEAM r 1>C 2X6 STUDS © 24" CENTERS ENGINEERED TRUSS SYSTEM BY OTHER © 24" CENTERS 4/12 PITCH S 2x4 SUB FACIA CCY YYY YYY 5x15 GLUE LAM BEAM APROVED SIMPSON TIE OR EQUIVALENT YYY YY 00 2X6 PERLIN © 2' CENTER 2X6 PERLIN © 2' CENTER 1SOd NIW 9x9 1SOd NIN 9x9 ISOd NIN 9x9 2X6 PERLIN © 2' CENTER >CIIXCHY 5 ecu CH>xu xaxH Hx HxiiTH HX I H x21:>-C.Ji x 170.0• 2X6 PERLIN © 2' CENTER II OVERHANG OR'f II h;T4hJVA'I'IO SCALE: 1" = 1' 27183-SITE2-CARORT-18IN OVERHANG.DWG 09-05-12 1� L TS 6,7 3, and 9, LOC \ A E DED PLAT OF' TT E TO SITE OF COOPERTO OPANEL ROOFING HEETING ,/v /Z2� 7(� 2x8 RAFTER @ 24" CENTERS 4/12 PITCH 00 00 00 000 400 040 FINISH ELEVATION = 6126.0' W/(2) #5 VERT. 10"o SONO -TUBE W/ 36" BIG FOOT BEARING ON UNDISTURBED NATURAL SOIL SOUTII E'LE ATIO SCALE: 1" = 1' II 27183-SITE2-CARORT-18IN OVERHANG.DWG 09-05-'2 METAL PR PRE-ENGINEERED HAVE ENGINEERING FOR AT TIME OF FRAME Its RF SPECTION TRUSSES INSPECTOR / ON 5/8" ' ENGINEERED TRUSS SYSTEM BY OTHERS @ 24" CENTERS 4/12 PITCH ---) 2x6 SUB FACIA 000 000 000 000 5x15 GLUE LAM BEAM 000 000 MF.X GGG 000 HURRICANE CLIPS7/::: 000 004 000 18 0" & WOOD BLOCKING OVERHANG 2X6 PERLIN @ 2' CENTER APROVED SIMPSON TIE OR EQUIVALENT 2X6 PERLIN @ 2' CENTER am x rn o UI -I rn x rn -D 0 vi -1 2X6 PERLIN @ 2' CENTER 2X6 PERLIN @ 2' CENTER /--I it ir SIMPSON ABE-POST --V OPANEL ROOFING HEETING ,/v /Z2� 7(� 2x8 RAFTER @ 24" CENTERS 4/12 PITCH 00 00 00 000 400 040 FINISH ELEVATION = 6126.0' W/(2) #5 VERT. 10"o SONO -TUBE W/ 36" BIG FOOT BEARING ON UNDISTURBED NATURAL SOIL SOUTII E'LE ATIO SCALE: 1" = 1' II 27183-SITE2-CARORT-18IN OVERHANG.DWG 09-05-'2 LOTS 6,7 and 9, LOCK A IHNDhD PTIAT OF TI E TO SITE OF COOPERTO 12 4 METAL PROPANEL ROOFING ON 5/8" SHEETING KI 18.0" f OVERHANG SIMPSON ABE-POST 36" OR GREATER 5x15 GLUE LAM BEAM ENGINEERED TRUSS SYSTEM BY OTHERS #/9/5.-/19; 2-i 76 24" CENTERS 4/12 PITCH 24.0' 24'3" (PRE -ENGINEERED RF TRUSSES HAVE ENGINEERING FOR INSPECTOR AT TIME OF FRAME INSPECTION SHEETED GABLE END HURRICANE CLIPS & WOOD BLOCKING TOP RAIL ELEVATION = 6131.5' T P bEC ELEMATI N = 6128.5' 1S0d 9X9 d ► - 4'- -4111:>-C1[>- CII�11�q I c ccJ a �d DS[I�QDSII�QDCI PD f CI I�C_I D c11 L C 11XCI N ►1111Pr.44111 6x6 MIN POST SIMPSON ABE-POST FINISH ELEVATION = 6126.0' N 10"0 SONO -TUBE W/(2) #5 VERT. W/ 36" BIG FOOT BEARING ON UNDISTURBED NATURAL SOIL EAST ELEVATIO SCALE: 1" = 1' 36" OR GREATER II 2x6 SUB FACIA 2X6 PERLIN © 2' CENTER 10"0 SONO -TUBE W/(2) #5 VERT. W/ 36" BIG FOOT BEARING ON UNDISTURBED NATURAL SOIL 27183-SITE2-CARORT 181N VERHANG. WG 9 05 12 A\/_EN T TS 6,7,3;, an 9, HTI•CK 9 EI) PLAT OF THh: T0WNSTTE OF COO1'ERTN 12 METAL PROPANEL ROOFING ON 5/8" SHEETING 12' 11" BUILDING HEIGHT FROM MID RAFTER TO NATURAL GROUND SHEETED GABLE END 18.0" OVERHANG 6x6 POST SIMPSON ABE-POST 36" OR GREATER 5x15 GLUE LAM BEAM ENGINEERED TRUSS SYSTEM BY OTHERS 24" CENTERS 4/12 PITCH 24. 0' 24'3" HURRICANE CLIPS & WOOD BLOCKING TOP RAIL ELEVATION = 6131.5' TOP DECK ELEVATION = 6128.5' ►=�i►t�i►��1► moi► �i►���►��i►��i►��i►��i► moi► moi► 10"95 SONO -TUBE W/(2) #5 VERT. W/ 36" BIG FOOT BEARING ON UNDISTURBED NATURAL SOIL �t►_�i► moi► moi► -i► moi'- moi► -i► moi'- -i► -0- -0- tet► moi► moi► -i► moi► -i► FINISH ELEVATION = 6126.0' i► moi► moi - -ARP- moi► moi► -0- NATURAL GROUND ELEVATION = 6124.25' OCTOBER 22, 2007 Wh;S'f ELEVATION SCALE: 1" = 1' -a- -a- moi►-I►moi -moi --4111►ail►= 6x6 MIN POST SIMPSON ABE-POST lI 2x6 SUB FACIA 2X6 PERLIN © 2' CENTER 10" SONO -TUBE W/( • 5 VERT. W/ 36 :IG FOOT BEARING UNDIST :ED NATU'- SOIL 27183-SITE2-CARORT-18IN OVERHANG.DWG 09-05-12