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HomeMy WebLinkAboutLand Use Case.1310 Red Butte Dr.0057.2015.ASLUfU r znit ffap. Ns a.e on, Can. no �t y 1 -a F" T Found, \ #5 Rebar SW Comer E/ev. 7747.68 Phone Riser 00 GRAPHIC SCALE ( IN M -T ) 1 inch - 20 ft, CURVE TABLE CURVE I LENGTH I RADIUS DISTANCE BEARING DELTA C11 142.6911183-261 142.61 S52'52'007- 6'54'34" .votive: FfIFTZT StIRFTF,WNG' SZRYIC�',�S'' Accordvv to Colorado law, you must commence any degad action based upon any defect in 727 Blake Ave. this survey uritfiin three years after you first discover sucA defect. In no event may Glenwood Springs, Colorado 81601 any legal action based Upon any defect in (970) 928-9708 (FAX 947-9007) this survey be commenced more than ten years from the date of Me certification shown Aereo �lef./V&S—us. Vom Note. Building Setbacks 30' Front Lot line 20' Rear Lot line 15' Side Lot lines Per BK 191, Pg. 598 Utility Easement: 10' Utility Easement Rec. No. 382278 may affect Lot 2, (illegible per prodded copy) Found, Rebar & Cap L.S. NO. 14111 Approximate Locatlon Top of Bank as recorded In Book 27 page 83 �\ Found, h Rebar & 6V 7Z-- >fdne (Z,), Rebar & Cap L. S. No. 2376 -im1provemen surveyl) p4a tot 22, Stock 2 Red Butte ,Subdivision ,Situated in the ,Section >, Fownship /0 ,South, Range 85 Xest of the 644 FJ1 ,eP0.o� ' City of aspen, County of Pille ' State of Colorado. 00,. G THE LAND DESCRIBED TO HEREIN /S REFERRED TO /N COMMITMENT N0. 062005821-13 DA TED APRIL 4, 2014 AND IS MORE PAR77CULARL Y DESCRIBED AS FOLLOWS.• Z?� PARCEL A: assts �� LOT 2, BLOCK 2, RED BUTTE SUSDIWS10N, AS SHOWN ON THE PLAT THEREOF RECORDED ? ppm IN DITCH BOOK 2A A T PAGE 288 AND FIRST AMENDMENT TO 77 -IE PLA T RECORDED /N BOOK 27 A T PAGE 25 AND SECOND AMENDED PLA T RECORDED /N PLA T BOOK 27 PAGE �s 83. nvccv Or -WOW" 07 ma racwaQ or me I -10M c.ounry LWMW C' KeCoraer - ©evatlons are based upon City of Aspen Bwchmat* S-159 (NA VD 88). - Base flood elevatlon Ilse was taPen from FEMA Map Pare/ 203 of 325, No. 0809700203 C, Effectlye Date kine 04s 1987. - Unit of measurement., US SURVEY FOOT - Due to snow coyer at the t/rne of this surmy,, some Improvements may not be shown. - This surmy does not represent a title search by this surveyor to determine ownersh1p or to d7scovrer easements or other enownbrunces of record aff Informatlon pertalning to ownersho, easements or other encumbrances of record has been taken from a title comml&nent dated Apr# 04, 2014 as order no. 062005821-13 - Porce/ B ( not able to show centerline of electric powwtlne across lot 1 to �- common boundary of lot 2 described in reception no. 382278) - Indloates OX -20X slopes (no hatching)- 25,442 s f., area- 84X (£xdudes area In Roar/ng Fork River bed) �•� Area contalned In Roaring Fork River bed - 3,088 aq. ft. area - Indicates 2OX-30X slope (dots)- 784 af., area= 2X - Ina9cates 3OX and greater slopes (dashed)- 4,689 af., area. 14X 1MJVrovement .Survey Plat PARCEL B.• A UTILITY EASEMENT ACROSS LOT, BLOCK 2, RED BUTTE SUBDIVISION, AS DESCRIBED /N THE INSTRUMENT RECORDED JUNE 19, 1995 UNDER RECEPTION NO. 382278. COUNTY OF P17KIM STA 7F OF COL ORA D0. The property is subject to the following exceptions per sold Title Commitment No. 062005821-13. 8. RIGHT OF PROPRIE70R OF A WIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UN17FD STATES PATENT RECORDED AUGUST 16, 1889, IN BOOK 55 A T PAGE 5. (1907h9NG 70 SHOW) 9. RE57R/C77VF COVENANTS, WHICH DO NOT CONTAIN A • FORFEITURE OR REVERTER CLAUSE AS AMENDED /N INSTRUMENTS RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 359 AND RECORDED APRIL 11 1992 /N BOOK 673 AT PAGE 360 AND RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 361 AND RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 362 AND RECORDED APRIL 1, 1992 /N BOOK 673 AT PAGE 363 AND RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 364 AND RECORDED APRIL i /N BOOK 673 AT PAGE 365 AND RECORDED APRIL 1, 1992 IN BOOK 673 A T PAGE 366 AND RECORDED APRIL 1. 1992 /N BOOK 673 AT PAGE 367 AND RECORDED APRIL 1, 1992 IN BOOK 673 AT PAGE 368. (AS NOTED HEREON) 10. EASEMENTS; RIGHTS OF WAY AND 07HER MATTERS AS SET FOR;H ON 7HE PLAT CF RED BUTTE SUBDMSION, BLOCK 2 RECORDED IN DI7CH BOOK 2A AT PAGE 288 AND FIRST AMDVDED PLAT RECORDED AUGUST 15, 1991 /N PLA T BOOK 27 A T PAGE 25 AND SECOND AMENDED PLA T RECORDED DECEMBE? 61 1991 IN PLA T BOOK 27 AT PAGE 83. (AS SHOWN HEREON). If. (IN00701VALL Y DELETED) 12. TERMS COND177ONS AND PROVISIONS OF 17EWS NO. 2 AND 3 OF UTILITY EA.%WENT RECORDED JUNE 19, 1995 AT RECEP770M NO. 382278. NOTE. APPLIES TO PARCa S. ACROSS LOT 1 TO BEIV£f7T LOT 2. (NOTHING TO SHOW). 13. TERMS, COND177ONS AND PROVISIONS OF DECLARA77CVV OF CO11WAN73; GOND/770N5 AND RES7RICT/CWS FOR WELL SHARING AGREEMENT RECORDED SE07EMB£R 2, 2005 UNDER REC 077ON NO. 514364. (LOCA 770N REFLECTS SAID GWINT MAP FROW REC. NO. 514364, LOCA 770VV DIMENSION /S ILLEGIBLE AS SHOWN HEREON) f 7FRM5 COND1770NS AND PROV1S70NS OF COVENANTS RECORDED SEPTEMBER 02, 2005 AT RECEP770N N0. 514368. (N07HING TO SHOW). 15. TERMS, CO)"7701VS AND PROVISIONS OF RESOLU77ANY 14 SERIES OF 2008 RECORDED APRIL 08, 2008 A T RECEP770M NO. 548153. (N07H/NG To SHOW). 16. 7ms, COND177ONS AND PRow-7o1VS OF REVi7CABLE EmRoACHMENT uaws£ RECORDED OC70BER 27, 2010 A T RECEP770N N0, 574652. (NOTHING 70 SHOW) 17. ANY RIGHTS; INTERESTS OR EASEMENTS IN FAVOR OF THE STATE" OF COLORADO, 7HE UNITED STATES OF AMERICA OR 7H£ GE7VERAL PUBLIC, WNIC'I EXIST OR ARE CZNMED ho EXIST OR ARE CLAIMED TO EXIST /N, OVER AND/OR ACROSS 7HE WA7E4S AND PRE3E7VT AND PAST BED AND BANKS OF 7HE ROARING FORK RIVER AS R£FZEC70 ON THE PLAT RECORDED DECEIBER 6, 1991 IN PLAT BOOK 27 AT PAGE 83. (AS SHOWN HEREaV). I /, AFFREY ALLEN 7UM& BEING A PROFESSIONAL LAND SURVEYOR /N THE STATE OF COLORADO, DO HEREBY CER77FY 70 LAND 777ZE GUARANTEE COMPANY, XFFERY GRINSPOON REVOCABLE 7RUST AND JON FOLEY REVOCABLE 7RUST AND ANY BANK, ITS SUCCESSORS AND / OR ASSIGNS AND GENSHAFT CRAMER LLP THAT THIS IMPROVEMENT SURVEY WAS PREPARED FROM AN ACTUAL MONUMEN7E"D LAND SURVEY OF THE PROPERTY CORNER MONUMENTS, BOTH FOUND AND SET, UNDER MY DIRECT SUPERVISION AND CHECKING; THA T /T IS CORRECT TO 7HE BEST OF MY BELIEF AND KNOWLEDGE AND THA T ALL DIMENSIONS, BOTH LINEAR AND ANGULAR WERE DETERMINED BY AN ACCURATE CONTROL SURVEY IN THE FIELD WHICH BALANCED AND CLOSED W17N/N A LIMIT OF 1 IN 15,000 (W #CH COMPLIES WITH COLORADO PROFESSIONAL STANDARDS FOR A LAND SURVEY PLAT AND THE CURRENT ACCURACY STANDARDS FOR AL TA/ACSM LAND 777ZE SURVEYS).• I FUR7HER CER77FY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, FEBRUARY 17, 2014, EXCEPT U77LITY CONNEC770NS, ARE EN77REL Y W17HIN 7HE BOUNDARIES OF 7HE PARCEL, EXCEPT AS SHOWN AND THA T 7HERE /S NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSS/NG OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. JEFFREY ALLEN 7UT7ZE L.S. 33638 DA 7F 1310 Red.Rulle breve Asroen, Colorado 81611 .M Drown by-* DMC Date: 09/24/2014 Z \2014 \REDBUTTE 1310 ISP. dwg of 1 1 2 1 1 A502 2 A503 A4a1 A506 3 4 A501 5 6 93'-1" 19'-9" 21'-3' 4'-9" 23'-11" 23'-5" ol A�------------------------------------ I I I I I —El ---2�R�ETEE 30'-2y' R THAN 18'-7$ol 2—")--------- — — — ( 3�2" I OVERALL WIDTH 1 3'-1"; 93'-1" X .20 = 18'- 318" I I I I I I I SLOPE:'j" /FT I PORCH ( I I I I I I 64.00 sq ft ( 6,-O„ I RD I RD { (EXEMPT) ENTRY PORCH I I RDS D.1.b OVERHANG (EXEWPT) I I RADON I �, TERMINA N I I I I I I I I I I I 2 2 r A5a6 gso4 I FIRST STORY I { I w T.O. PLYWOOD ELEMENT I EL. +111'-0 1/2" I I I RDS D.2 os i � I / -- —— --- — — SLOPE /FT E B — — — — — - ---- D I I h I I I �— I f I � r� Ie\ 8'-a" I _ JENTRY POSi OPE 1:12 Uj RCH / l -_ OVERHANG (EX PT) I L------ — — — — -- co AHI II I L— ----- ----I i F---------- O •T a - �+ I ~ LL=II t- H O I 4 OF P ATE L 127-$ 1/ W U I u M C — I O — I — CL I I — — I H L HEI HT 1 1 5/8' RE EPT CLE- - — — — — — — ----- -----LU -------- I w I I T.O. PLYWO RD BOILER FLUE I ( I I I I EL. +111'-0 TERMINATION I I I I I I 1 1 2-6 I I I I � 11 I I 1 1 WP 11 n I I f i t I I I I I I I CEPTACLE I I I( I _ _ _ �-- — Lj I 9" f I I — — ---III HOSEBI r -- —— ——— ---LT- p -- --� I / I 2� 2 , m A402 I L----------1 t------ — �\ I I N I I ( I i / I I �1 ( E SLOPE a'/FT r------ ---------- IJj I I I I HOSE I I RD RD RD I _ __ � I I I TOP (11l LL RAMING E� 12 -�� C----- - EPT CLE i{ 2'X4'- VES}! OPERABLE J I SKYLIGHT ( P OF2� — I I I L _ I /% ! f ! I SLOPE "IFT I I L L _ — I I I �) / ! 21X6' - VE SKY i HT �� \ y I — _ TOP F P TEt 121'-0" \� ,/ ! , T*P OF 2 !! L I— — — — — — — — — — —I I SLbPE a /FT _ — EE HEIGiHT I1' 5/8" I ? ! ! ! RD HO BR zr k PE J"/FT ! ! m I I I T.O.PL WOOD +121'-8 I I \/ / \ WP i EL. 12 '-8 1/2" I ! ! RECE TACLE RD WP \ ! Ivy RECEPTACLE I ( RD ! 9.. D SLOPE J" /FT RDWP E �<< F \ BDILEW� UE TOP OF R9�il, 122-31, WALL FIjAMIVo WP / RECEPTACLE LU I ! T.O. PLYWOOD I ! EL. +116'-111, i A oz o RD l ! I I i I ! 1 A502,r �<0, \ \��r2 I% ! O !>/ r/ 15' � U'1 1 A401 i e> n ROOF PLAN 6 1/4 1 0 JUN 09 2015 CITY OF ASPEN CMPJMlY DEPALOPMENT Z 0. N ARCHITECT LLC. P.O. BOX 2 5 C ASPEN CO 8161 WWW . ZONE4ARCHITECTS . CC 11.26,141 r 12.01.14 PROGRESS TOP P TEE 122 1 1/4" I PERMIT REVISION 1 I I I HEEL HIEI I T 1'- 5/8" I 1 II II I I I O II II II I I I I I m cu W R CEPT I II__ i LE I II II I I I TOP I F LATE EL 123'-3" II {I f I L-- — HE — LHE ------- HT1 -15/8 — — L - --- ------ I GV i SLOPE J" /FT RDWP E �<< F \ BDILEW� UE TOP OF R9�il, 122-31, WALL FIjAMIVo WP / RECEPTACLE LU I ! T.O. PLYWOOD I ! EL. +116'-111, i A oz o RD l ! I I i I ! 1 A502,r �<0, \ \��r2 I% ! O !>/ r/ 15' � U'1 1 A401 i e> n ROOF PLAN 6 1/4 1 0 JUN 09 2015 CITY OF ASPEN CMPJMlY DEPALOPMENT Z 0. N ARCHITECT LLC. P.O. BOX 2 5 C ASPEN CO 8161 WWW . ZONE4ARCHITECTS . CC 11.26,141 STREAM MARGIN REVIEW 12.01.14 PROGRESS 12.10.14 PROGRESS 01.30.15 PERMIT 04.Il. 15 I PERMIT REVISION Date: 02 January, 2015 Drawing Title: ROOF PLAN Sheet #: A303 FENCE PER LANDSCAPE 6X6 TIMBER WALL EXISTING ELECTRICAL SWfTHBOX —CONDENSING UNIT _\ PER MECH MOST RESTRICTIVE POINT OF BASEMENT (SEE SECTION 2) — SLAB ON GRADE WITH FLOOR DRAIN MOST RESTRICTIVE POINT 774� OF STRUCTURE TO TOP OF BANK (SEE SECTION 1) 77A z / SECTION 3 SCALE 1:5 APPROX. LOCATION OF GAS, WATER AND ELECTRIC METERS FOUNDATION EXCAVATION LAYBACK ti `, )T 1 CONDENSING �� 748--/ � UNITS r FENCE J SION � 1\ 49.5 \\�\ �6a \ 7761 83' (7772.75'\'\ ) C 7747 47 75' (ex) / 2 o\' Q 49.5 �� \ G�- G GE PE P TO S REET ! RDS C.2. 10 \ \\ +7750.25' r/ DRIVEWAY C RDS C.2.d J GARAGE DOOTIS NOT VISIBLE FROM P LIC �\ 3 \ STREET C.2.f \` / WJDTH\QF GARAGE \7� \\\ DS C.2 \\ ! \ \\\\ FRONT FACADE ! 1! r RDS A.1 ! S� ! T I ` � FENCE SET BACK FROM FRONT FACADE RDS A.2 \ � l L WIDTH- F RDS C.2 DRIVEWAY CUT RDS C.2.d ti' �tiT 7750.00' 7 4 � LE 177so LENGTH RADIUS 1 \ � DISTANC BEARING \ DELTA 61 O \ 2 V PUBLIC ROAD \ ! I FOUND, REBAR & CAP U.S. NO. 2376 SPOT ELEV. 7750.77' —FOUNDATION EXCAVATION LAYBACK. FENCE LOT 3 E FLOOD ELEVATIO = 7731.W / I TOP OF BANK PROPOSED GRADE / (TYPICAL) 15'-0" SETBACK FROM TOP OF BANK EXISTING HOUSE TO BE DEMOLISHED LOWER LEVEL ELEVATION LABEL ELEVATION OF NATURAL GRADE ELEVATION OF PROPOSED GRADE MOST RESTR1CiNE ROOF HEIGHT OVER TOPOGARPHY ACTUAL ROOF HEIGHT OVER MOST RESTRICTIVE A 7746.75' 7748.59' PROPOSED 7771.17' 22'6 7/8" B 7748.75' 7749.25' DCISTWG T771.1T 22'-5" C 7747.75' 7750.30' EXISTING 7761.63 14'-1" D 7749.00' 7749.56' EXISTING 7773,85' E 7748.75' 7749.75' EXPROP 7765.44' 16.8 V4" F 7748.65' 7749.75' PROPOSED 7774.67 24L10 V2" SITE PLAN NORTH HIGH WATERLINE 23'-10 1/2" 'GS ELEV 7738.50' Jtt; I IUN 2 SCALE '1:5 1 Q i FLOOD UNE ELEVATION 7731.00' \ 2a 30'-21/2" 4 I \ -----------i \ 1 \ I \ ! i � ! BREAKFAST ® \ i \ EXISTIN"RADE T.O. FINISH AT MA!_N LEVEL EL. +100'4" =USGS ELEV 7750.25' I FOUNDATION WALL PER STRUCTURAL 7743.00' (top of bank ! T.O. FINISH AT LOWER LEVEL I EL. +88 -3" =USGS ELEV 7738.50' FLOOD LINE ELEVATION 7731.00" Z O N E ARCHITECTS LLC. P.O. BOX 2508 ASPEN CO 81612 WWW , ZONE4ARCHITECTS . COM :JUN 09 2015 CITY OF ASPEN I fh-(A at �C W V Z W a �� 0 z W Z c Lai 12.01.14 S O EXISTING GRADE 01.30.IS 5 1A T.O. FINISH AT MA VEL ,►�" EL +100'-0" =USGS ELEV 7750.25' \ W 0 � V W 18.00' 7747.00' r' —,FOUNDATION WALL PER STRUCTURAL / 7743.00' 'GS ELEV 7738.50' Jtt; I IUN 2 SCALE '1:5 1 Q i FLOOD UNE ELEVATION 7731.00' \ 2a 30'-21/2" 4 I \ -----------i \ 1 \ I \ ! i � ! BREAKFAST ® \ i \ EXISTIN"RADE T.O. FINISH AT MA!_N LEVEL EL. +100'4" =USGS ELEV 7750.25' I FOUNDATION WALL PER STRUCTURAL 7743.00' (top of bank ! T.O. FINISH AT LOWER LEVEL I EL. +88 -3" =USGS ELEV 7738.50' FLOOD LINE ELEVATION 7731.00" Z O N E ARCHITECTS LLC. P.O. BOX 2508 ASPEN CO 81612 WWW , ZONE4ARCHITECTS . COM :JUN 09 2015 CITY OF ASPEN I fh-(A at �C W V Z W a �� 0 z W Z c Lai 12.01.14 S O J W W 01.30.IS 5 1A 0 O � 0 0 ,►�" p s J z W 0 � V W W V Q e m i 11.26.14 Z c Lai 12.01.14 J O J W W 01.30.IS Z (� C 1A Q W v C Q W V Q e m i 11.26.14 STREAM MARGIN REVIEW 12.01.14 PROGRESS 12,10.14 PROGRESS 01.30.IS PERMIT 04.17.151 PERMIT REVISION zeI= o� S4 0. =Z Q J �C V a Issue: z Q_ o z c� Date: E W 02 January, 2015 C p Drawing Tick: m� SITE PLAN_ Sheet #: o W J CO H W a �c in Q V Q W W .Z Q �o W ry op ----------- 25'-0" HEIGHT LINE FROM PROPOSED OR EXISTING GRADE ARCHITECTURAL CONCRETE -- STEEL DOORS AND WINDOWS 1 A505 Ic ------------r------------------ K 64'-1" C V 0 7'-0" 20'-5" 0 a 12.01.14 s 12.10.14 ,JUN 0 9 2015 01.30.15 ° as 11 EE SHEET 2/A401 FOR a v o 6 AT BUILDI G J z O e EYOND jFHEIGHT Uj ETAL FASCIA a TONE VENEER d d Q WOOD BOARD AND } BATTEN VERTICAL SIDING 4 v FINISH FLOOR ° -------------- T.O.PLYWDATUPPER LEVEL ° a °1 Q d ° ° a ° ° ° d ° 4 ° Q d d O d d ° O ° ° ° ° 4 d K 64'-1" C V 0 7'-0" 20'-5" 0 a 12.01.14 s 12.10.14 ,JUN 0 9 2015 01.30.15 5 11 EE SHEET 2/A401 FOR a v o 6 AT BUILDI G J z O e EYOND jFHEIGHT Uj ETAL FASCIA a TONE VENEER W WOOD BOARD AND } BATTEN VERTICAL SIDING 4 v FINISH FLOOR -------------- T.O.PLYWDATUPPER LEVEL — d i — — — — — — — — — — — EL. +111'-5" METAL SIDING aARCHITECTURAL -- - ( T CORE -TEN Toti LIGHT FIXTURE 'EXT - PER A SITE LIGTING PLAN LT -0.1 (7'-0" AFF)(TYP) 1 a T.O. CONC AT MAIN LEVEL - - - - - EL.- - - - - I - - ---- --_- - - - -- ° I i 7748.25' ------- I LVIII =USGS ELEV 7750.00' 7749.Q0' 774925' } 7} -------------------------- f I ( 7748.00' 7748.00' — — — — - — — — — — — — — } LIGHT FIXTURE 'EXT3' - PER } � �-------- }--------------t—� - PROPOSED GRADE f --------- — --I---- — — — — — — -----------r--- —� } SITE LIGHTING PLAN LT -0.1 I } I } } } }} EXISTING GRADE } } } CONCRETE FOUNDATION E } } } WALL PER STRUCTURAL 1 CONCRETE FOUNDATION FOOTING PER STRUCTURAL _ _ _ _ _ _ _ _ _ _ _ T.O. CONC AT LOWER LEV —----------------------- --�-- ------------- --�------------------- ----------------------------- EL. +881-0" — — — — — — — ri— - -` r------- - - - - - - - - - - 2/A401 �-----------------�--------------- --J-----------}--------------�L------------ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FINISH FLOOR SOUTHWEST ELEVATION 1 id _ 1 .odd 2 NTHWEST ELEVATION 1101=11-011 ARCHITECTS LLC. P.O. BOX 2508 ASPEN CO 81612 WWW . ZONE4ARCHITECTS . COM ad - z 11.26.14 0 a 12.01.14 s 12.10.14 a 01.30.15 5 04.11.15 a v o 6 W J z O e Uj a o� W V m C 11� 4 v LLJ � o z 11.26.14 STREAM MARGIN REVIEW 12.01.14 PROGRESS 12.10.14 PROGRESS 01.30.15 PERMIT 04.11.15 PERMIT REVISIONS S H W Z � 0 � S4 d S a Q � z ✓+ W W y GC �K O Q W 5 -Z z Issue: Ta a o z W c� Date: s c 02 January, 2015 Q Drawing Title: J Q ms EXTERIOR ELEVATIONS_ g= Sheet #: c A401= u F- W z = u N Q V e W ... Z � M Q d' NO