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HomeMy WebLinkAboutBIGHORN 5TH ADDITION BLOCK 4 LOT 8.pdf ry w EDGE LAWN ( YP. ) BIGHORN PARK ( TOWN OF VAIL) \W &'s EDGE WATER w PER RESUBDIVISIDN OF LOT 8, BIGHORN SUBDIVISION - FIFTH ADDITION. j SEWER MH MEAS. INVERT BUSNLI 0020 ` E B 336, P 388 ) 1. 01 � � EL = 8514. 4 SPRINKLER �_, MEAS. RIM = 8517. 9 \ \ \ PHONE PEI VALVE w ` FND. PLAIN -- -- - W - - -- ` SPRINKLER #4 REBAR _ INKLER -- VALVE \ \ POWER POLE \�- - \ �' ` \ S 89053'24" E 335.25' ELEC METER 194. 14 1 1. 83' 141, 11' 100 YEAR FLOOD 50' STREAM EN \ PLAIN PEDESTRIAN EAS T SETBACK \ EDGE LAWN (TYP. ) \ \� !� EMENT \ 8519. 4 \ . 1. o' 10' UTILITY EAS � -/ ,,„� � _\ 42.3' ELEC TRANS. _ � / DECK X 8520. 9 � \ l. 0' - \ 10.0' \ 10 e52a. 4 \ ,� LOT 8 B 0-06' 44' S5' LOT 8A ROOF EDGE ,° Ld \ � �� / \ UTILITY EASEMENT 0. 336 ACRES 0. 274 ACRES 7FLO ° (p C BO❑K 247, PAGE 681) / R_185700' \� 8S�/ 13.9' 13.7' Q� N '(V N \ 10.0' 1\ L 21. 9' \ � ?9 2ND FLOOR CH = N56° 21 ' 27' W SIGN 1. 0' 8' DECK o 21. 78' 8520.6 50' STREAM / SETBACK 1. 0' 2 STORY W000 FRAME DUPLEX \ \ 2. 6'X10. 8' BLD. OVERHANG 1. p• 0. \ �.\ \� \ 130 YEAR FLOOD 1 0' e520. 0 8519. 3 ° 6.2' "' \ PLAIN v 8520 5 / 13.4' 0 2.0' BUSHL i NE cli ENTRY ELEV N 8845 Q2 W qt EDGE ASPHALT `'S BUILDING 8521. 0 OVERHANG ``' 1, 0' 14.1' , DECK - 0 8519. 6 0 9� s X o \ X 1. 8520. 9 4.8' L I GHT 8543. 2 4.3' �., RODE EDGE \ \\ \ BLD. OVERHANG \a 11.8' WOOD ENTRY 11.3' X8519. i X ?d 2EDKFLOOR 6521. 1 's• D 0. 2' � N 01'14'58" E OVERHEAD POWERLINE 1. 0' ��- 1 1 .81 I \ \ \ I o. 2' 92. 0' O 1� NOTES: S�,, °° 8532. 8521. 1 ` ROOF DGE \\\ 1) DATE OF SURVEY; 6/18/02 \ 1 Q5 LIGHT q� 4'2 S 4345'02 E e � p' -- � 4.00 zs• I 1 0' 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR \ /� 8521. 6 / EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, \ S �� ENTRY ELEV 8532. 3 � \� RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER ?• POD a`O DECK ECK ELEV 6' I FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. \\ S9, I\ \ �. ® / �Q� <ABOVE) N ,\ 000. 6, \ •� H2O VALVE � O` ryy°' 14.4' ?, 2.6' M 04 Sr y �. SPRINKLER 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL SEWER MH 0500 ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS 00 / e LIGHT VALVE INVERT EL = 8515. 8 AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY s1- / MEAS. RIM EL = 8519. 1 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE �Q 6 O WOOD ENTRY y9 x 10 HEREON, I / THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN �2 I i ODD 8521. .��' \ v o s 8521. 2 ;� I o. 2 4) BASIS OF ELEVATION! SEWER MH 0500 INVERT EL = 8515.8 (SEE DRAWING) o' \ / � \\ 8520. 8 I �� _ 0. 5' ry 5) THE APPROXIMATE LOCATION OF THE 100 YEAR FLOOD PLAIN AS SHOWN HEREON IS INTERPOLATED FROM TOWN OF VAIL FLOOD INSURANCE STUDY z N �_ �°) 8543. 6 � 1. 0 4' DATED NOV. 2, 1982, COMMUNITY PANEL NO. 080054 0004. 1. 0 ` h� ) _ EDGE ASPHALT 0. 5 ROOF EDGE X / / FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON EAGLE RIVER SANITARY SEWER ^, � cMP DRIVE � LIGHT s ASBUILTS. NO FIELD WORK WAS DONE TO TO VERIFY ELEVATION BASIS AGREEMENT 'V 0. 5' WITH A U, S, G. S. BENCHMARK, AND SURVEYOR DOES NOT CERTIFY THAT ELEVATIONS .t ISO 0 5 ( 8 41 �Q� DO AGREE WITH U, S. G. S. VERTICAL DATUM, AS ALWAYS, THE FLOOD PLAIN SHOWN IS VERY APPROXIMATE AND IS SUBJECT TO CHANGE AS ELEVATIONS CHANGE. 8520. 9 0. 5 I 1,� 'S 6) BASIS OF PROPERTY LINE LOCATIDN: WEST CRN. LOT 8 & NW CRN, NE 1\4, NE 1\4, SECTION 13. � 8520. 9 G 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE II\\�� AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD / 1, s 1 , v,.-X o. s UTILITY EASEMENT LOT 7 IZI BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND 0. s 8521. 1 (B247, P681) SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. '9 EDGE ASPHALT / c] � / / , 8) 2 CHANNELS OF GORE CREEK WITH ISLANDS RUN THRU THIS AREA, THE OUTSIDE EDGE OF 0 1. o' EACH CHANNEL IS SHOWN ON THIS SURVEY AND THE CENTERLINE SPLIT BETWEEN THEM. CMP 0. 5 \ 521 s / 5532. 1 5.0' EDGE ROOF EDGE DRIVE ASPHALT (�,' UTILITY & DRAINAGE U EASEMENT S �' 8521. 1 X` ) PER RESUBDIVISIDN OF LOT 8, INDICATES DECIDUOUS TREE AND APPRDX. TRUNK DIAMETER. J /s' 8 1 o BIGHORN SUBDIVISION - FIFTH ADDITION. cMP 1 0 �' ( B 336, P 388 ) 8520. 9 1. 0 \ Cb N INDICATES CONIFEROUS TREE AND APPROX. TRUNK DIAMETER. 1. s' /i 0 \ CMP � j / C=3 cV 0' 10' 20' 30' 00 SURVEYOR'S CERTIFICATE CL DITCH I, Michael J, Post, a Professional Land Surveyor registered under the laws of 8521 a - y 1 - 1'0 the State of Colorado, do hereby certify that this topographic survey was made by me and under my supervision, and that the survey is accurate and / 1. 0 correct to the best of my knowledge, j � 0. 5 1. / W o. s Cotoril 1p`-P,L.S. j..g116 tf \ , .El c EDGE ASPHALT PHONE Date-, C 2-�_��� 8521. 8 TOPOGRAPHIC SURVEY LOTS 8A & 8B, RESUBDIVISION OF LOT 8, BUCK 4 EDGE DRIVE LOT 7 BIGHORN SUBDIVISION FIFTH ADDITION \ TOWN OF VAIL EAGLE COUNTY COLORADO 41199 HIGHWAY 6 do 24, EAGLE-VAIL P.O. BOX 1230 EDWARDS, CO. 81632 (970)949-1406 8522.5 M. 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U � C �r 1 C 4 rsHii I . ' �9 x 4th Lin w"v �;. S + Try , x Gv 14 , _r_ 'ton V ZJo - - !` _ <► � - iveATEP m L�PV;?ry E(AQ A�— 0i.lL96`6�. -GE&M NOTES C. Concrete G. Foundation design based upon assumed bearing capacity of _>,� 00 Psf Portland Cement:materials shl C SorafQrm to the following, stanciands. ; and lateral pressure of 40 pcf. These assumptions are to be verified IT1. Steel ' 1 G, Type 1 at time of excavation. Footing elevations are subject to adjustment This structure has been designed to meet the requirements of the 1979 Uniform Aoaregates: ATM C33 if the sails engineer's findings so indicate. A. All structural steel shall conform to ASTr` A3 except Building Code. later: Clean. dw;rd ;aisle ex veF t fi°i pe columns which shall Conform to ASTM k53, Live loads used in design: Air-Entraining Admixture: A5Xh9 C250 II. �'�asod�wy I Water-1 cd€�eid g dmixture. ASTN 0494 B. All connections shall be made with high-strength bolts conforming to ASTN A325. -- A. Roof - 80 psf A. All masonry block units shall conform to AST1M C90, Grade N. All mor-. � D. All reinfcareirra bars shall be detailed, b>`tlst,oer•ed, and sua��,orted in �- � ter shall conform to ASTM C2rC, Type S. Grout for bond beams, accordance with ACT 315. pi l a- C. All welds shall conform to Ak#S standards. 9. Lwir:d -� seers, and vertical welt reinforr"inc shall be made with stave aggregate and shall develop 3000 psi compressive strength in 26 days. Structural steel shall be detailed and fabricated '�' Less than 3D feet - 25 psf F. Concrete protection for reinforcement shall be as follows: air icated in �`,° ;rver ail feet - 3C ��sf + 71 the latest edition of A15C Manual of Steel Construction.acc4rdarcce r:ithi Concre..e poured against earth - 3 9 �. All reinforcing bars shall conform to ASTF! 8615, Crane 4l). �. CD - Concrete �^ � � C. Residential 4Q psi and 8 psf partition* poured �n forms but exposed to weather or earth, S tears car Steel bar joists shall he H-Series and designed, f smaller _ i= T al reinforcing in all masonry walls shall be9ur-C -i�"all No. L g ed, abricated, and erected E P��� C. Horizontal Bars larger than No. 5 2" spaced at 8" o.c. 'Vertical reinforcing �= in accordance with Steel laist Institute specificatinn�. Z 'N p. Eartt,�a:�ake - Zane I (U.B. C. ) g .�hal l be ;loo, 4 at 16 " c�.c. and � - Slabs and walls - 3/4" at each side of openings and at ends of walls. They shall be continu- F. All steel connection plates shall conform A_ �' ous for the full height of the wall and shall be orc�uted in al to �T� A36 steel . � F, a d 3 . Concrete C splices i ces do f .� place us- --� Lap p reinforcing in - C] shall be o ": ,• ;« maximum 9 mini � of 4 um of �e *nd dnd laps, lure 9 0 lifts. deck shall conform to "Vulcraft .bC 26 Gage Conform" fc�rrr deck or 1 C. Steel fabric reinforcement must laps one full ash at side and rend laps, but - - A. All concrete for footings , foundation walls and Oat-, on grade shall not less than 6 inches and shall be wired toaethe,-. Make all burs core- D. Fill all voids and cells with Nis, 4 reinforcincr and grout under all approved equal . _ kse 3GCG Iasi compressive stren4th in. G8 days. tin�uesuN around corners to provide canner # ars of ec, al size and spacing. beam or column reactions for a distance of 12 inches each side of same, unless otherwise specified on drawings. �► N. rabr�CStor shall furnish shop drawings for architect's and engineer's approval prior to fabrication cf any steel. Ij. All reinforcing bars shall be ITT''" A615, Grade 4�3, 4eicied wire fabric E. Sections 1-IJ through I-l" of this s ec`f- shall conform to ASTW A18 , p � tcatfon shall apply to all ryas- onry construction. n V V­ a Wn a y 0 0 At j ­AW, W oil 5d to Too Cosa Iany 0",Ono,V nn�,pal -not to 1 o "A Li's fit win inn WAWA wool,CASS-11 ot, j"y A . 00 A&V I!&Qrt'RAN A.W, 0 im��T I",eu, WN "jig ' Avg, any Tel PEI 1 Iwxyv� A onto r Avg. , 41 JIM to! 1 5 � Vh�j All OHM cut IM"I" way,eny A; ivy pit%�j VY-111 7.I>— 77-i 'KIN A prim ""Yon, CA led "le Nylon try. RIM 4V Iy many, All too A WSKA man- -1A VIC)& M 1-W too-"A M�_ got -son, am"A 0-S two oots "a,awl W lot lost 1 0: 1 Vol 1, not',! ,tjt ght nAGO ...... ulna.may --,, low Van IIItoy Was ' two fS oil AQ0 ill - 11- 01;atilt s-OVA-. T A "Map"as" -AIR ALAI "AW&M illy "10 Avinly.I Ic WWI 0—a QW11 no Now 'J"lit, A.MCA;AW ai %Ws, less TOR Ali JAY, owl W41% sum A It —I dy"i—AW--"f- GOT r,kowi 01 hwxv; To 0­1 moo too..." 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All - Vj -W a,tattoo got BIGHORN PARK ( TOWN OF VAIL) �- —EDGE LAWN (TYP. ) ^\ \ �\ EDGE WATER PER RESUBDIVISION OF LOT 8, � SEWER MH 0020 BIGHORN SUBDIVISION - F I F TH ADDITION. 0' 20' 40' 60' SPRINKLER MEAS. INVERT ( B 336, P 388 ) PHONE PED VALVE 04 EL = 8514. 4 \ MEAS. RIM = 8517 9 \ END. PLAIN #4 E SPRINKLER POWER POLE VALVE \ \ S 89'53'24" E 335.25' ELEC METER 194. 14' 11 83' 100 YEAR FL00 141, 11' 50' STREAM \ PLAIN E EESS RR SETBACK \ \ `� 10' UTILITY PEASEMENTN \ \„ `EDGE LAWN (TYP. > EASEMENT E 42.3• � � �p ELEC TRANS �oi DECK \ 1 O.O \ \f L❑T 8B ,O \ LOT 8A 1p \ UTILITY EASEMENT X 0. 336 ACRES A=06° 44' S5' 0, 274 ACRES 143 N �\ � (BOOK 247, PAGE. 681) 2ND SLR 13.9' 13.7' B p \ 1 g 0 R=185, 00 SIGN _DECK ?96 2ND FL,R w { p DECKr` ,D \ 50' STREAM L=21 , 79' �� CH = N56° 21 ' 27' W 0 Z \ , � _{ �� SETBACK / >- 2. 6'x10.8' BLD. o 21 . 78 OVERHANG 100 YEAR FLOOD 8 2 \� PLAIN N 88'4502" W 7 /-13.4 . �6 ' \ / \ X ae BLD 450' 2.0 14.1' VRHNG DECK \ BLD. OVERHANG 1 � r,� 11.3' 2.0 OVERHEAD POWERLINE \ A 0. 7 BLD N 01'14' 8" E&[, 92 0' \ \ ,S° OVRHNG 4.00' 1 1.81 ' 855r 'J j . /S 43'45'02" E 2ND FLOOR S 4'2 t5c1 J� DECK S N o 14.4 `',, 2.6 pT i SPRINKLER SEWER MH 0500 VALVE INVERT EL = 8515. 8 41 / Q MEAS. RIM EL = 8519. 1 j 0. 5 ROCK K iD A �63 C <TYP. MP ) ��� ,�°� nnOO• EDGE ASPHALT h 0. 8 �� BLD / V NOTES' ^ DRIVE OVRHNG 9 ra� �✓ g IMPROVEMENT LOCATION CERTIFICATE 3. r 1) DATE OF SURVEY: 12/02/02 '� 's x"�' � 10.0' � Rb �o .0 LOT 7 1 hereby certify that this Improvement Location Certificate was prepared 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR c� o�� '" nacF for BELFOR—RMCAT RESTORATION SERVICES EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, ,9 / �4'y o ^ that it is not o land survey plot or improvement survey plot, and that it is FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER ^, RCMP' 9 ;- 5.0' not to be relied upon for the establishment of fence, building or other future 'V �G / "EDGE ASPHALT improvement lines. DRIVE X0. 5 ROCK 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL '� CTYP. ) ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS & I further certify that the improvements on the above described parcel on UTILITY S DRAINAGE this date, 12 p y y AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY � , / SUf' EASEMENT /02/02, except utility connections, are entire) within the ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE r 1. 5' PER RESUBDIVISION OF LOT 8, parcel, except 4" boundaries of the l t as shown, that there are no encroachments / THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN CMP / \/ BIGHORN SUBDIVISION - FIFTH ADDITION, upon the described premises by improvements on any adjoining premises, HEREON. SD /� ( B 336, P 388 ) except as indicated, and that there is no apparent evidence or sign of any 4) BASIS OF ELEVATI❑N SEWER MH 0500 INVERT EL = 8515.8 (SEE DRAWING) easement crossing or burdening any part of said parcel, except as noted. CL DITCH 5) THE APPROXIMATE LOCATION OF THE 100 YEAR FLOOD PLAIN AS SHOWN HEREON IS INTERPOLATED FROM TOWN OF VAIL FLOOD INSURANCE STUDY =1^ UTILITY EASEMENT DATED NOV. 2, 1982, CQMMUNITY PANEL NO. 080054 0004. J<8247, P681) Stan H ogfgt FLOOD PLAIN ELEVATIONS SHOWN ARE BASED ON EAGLE RIVER SANITARY SEWER Colorado ,P.L.S. 265 8 ASBUILTS. NO FIELD WORK WAS DONE TO TO VERIFY ELEVATION BASIS AGREEMENT PHONE - WITH A U, S. G. S. BENCHMARK, AND SURVEYOR DOES NOT CERTIFY THAT ELEVATIONS PED DO AGREE WITH U. S G. S. VERTICAL DATUM. AS ALWAYS, THE FLOOD PLAIN SHOWN IS VERY APPROXIMATE AND IS SUBJECT TO CHANGE AS ELEVATIONS CHANGE. DATE: LQ EDGE DRIVE LOT 7 ,f 6) BASIS OF PROPERTY LINE LOCATION: WEST CRN. LOT 8 & NW CRN, NE 1\4, NE 1\4, SECTION 13. RECEIVED \ 7) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN BE NECESSARY THE TO DETERMINE OTHELTRUEE DIMENSIONS NNOFRTHEULOTYA LOT AND JAN 13 2003 SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 8) 2 CHANNELS OF GORE CREEK WITH ISLANDS RUN THRU THIS AREA, THE OUTSIDE EDGE OF ' OV-COMMEV. EACH CHANNEL IS SHOWN ON THIS SURVEY AND THE CENTERLINE SPLIT BETWEEN THEM. '`Vl 9) 2' OF SNOW ON LOT AT TIME OF SURVEYI SOME FEATURES MAY EXIST Iwo Q��,,,,,�� ViBENEATH SNOW THAT ARE NOT SHOWN ON THI'S DRAWING 1Va� WV�w�+� 11• J 10) NO POSTED ADDRESS AT TIME OF SURVEY • IMPROVEMENT LOCATION CERTIFICATE 11) TWO STORY WOOD AND STUCCO STRUCTURE UNDER CONSTRUCTION. LOTS 8 A & 8B. RESUBDIVISION O F LOT 8, BLOCK 4 DZ" OZ BIGHORN SUBDIVISION FIFTH ADDITION y TOWN OF VAIL 41199 HIGHWAY 6 do 24, EAGLE—VAIL P.O. BOX 1230 EAGLE COUNTY , COLORADO EDWARDS, CO. 81632 (970)949-1406 961ILC.DWG / 4 JOB No, 961