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HomeMy WebLinkAboutB14-0274_BF2_1411498740.pdf F 2943 Bellflower Drive Patio and Driveway Renovation 44 ril Prepared by Walter Luke June 29, 2014 page 1 GENERAL NOTES Survey/Orignial Plot Layout and Elevations4 igt ilt .00 90 rig 1. DATE OF TOPOGRAPHY_ JUNE 9, 204. Oji 2. PROJECT BENCHMARK: SEWER MANHOLE NH 1100 LOCATED SOUTH OF LOT 4 LYING IN BELLFLOWER DRIVE, RIM ELEVATION = 7814.4, INVERT ELEVATION = 7802.1 (SEE DRAWING). 09/23/14 3_ BASIS OF BEARING: LINE FORMED BETWEEN A FOUND No. 5 REBAR AT THE NORTHEAST CORNER Of LOT 7, BLOCK 8, VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION AND A FOUND - - No. 3 REBAR AT THE NORTHAEST CORNER OF LOT t4 BEING 55414'5$"W A DISTANCE OF 29516 FEET (SEE DRAWING)_ 4. THE EDGES OF GORE CREEK WERE LOCATED IN JUNE 1995, BY PEAK LAND SURVEYING AND THE CENTERLINE WAS CREATED BETWEEN EACH SIDE. 5. THE 100 YEAR FLOOD PLAIN SHOWN IS PER FEMA FLOOD FLOOD INSURANCE RATE MAP, PANEL 0456D, 3OEFFECTIVE : DECEMB SUBJECT LOT GRAPHIC SCALE IS DESIGNATED 'ZONE AE AS RIBEDONMAP NUMBER 08437C0656D \ (BLOCK 5 ._----',.= 10 0 5 10 20 6. BUILDING TIES ARE PERPENDICULAR OR RADIAL TO PROPERTY LINES AND ARE INDICATED IN _ _ PARENTHESIS (XX,X'). - -MI - 7_ THE SOLE PURPOSE OF THIS PARTIAL TOPOGRAPHIC MAP IS FOR IMPROVEMENTS OR \ 7. ( IN FEET RENOVATIONS TO THE SUBJECT PROPERTY, OTHER FEATURES EXIST AND ARE NOT SHOWN HEREON. 1 inch = 10 ft. 8. PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO ESTABLISH OWNERSHIP. EASEMENTS OR RIGHTS-OF-WAY OF RECORD. NO TITLE POLICY OR COMMITMENT WAS PROVIDED TO ESTABLISH THE EXISTENCE THEREOF_ BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD PLAT. . -r-r......-----...-----rrli------ b. 9. NOTICE: ACCORDING TO COLORADORLAW YOU MUST COMMENCE AY LEGAL ACTION BASED �, UPON ANY DEFECT INTHIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH (BLOCK 5) {'� DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE ' .1J CENTERLINE OF CREEK COMMENCED MORE THAN TEN `FEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON, � * (SEE NOTE 4) F la, \ . Q y �+ . ��� �a. 's LO1 Z iliLC) /...------ S......' ,, V \ ..., ' -"..-..'".....C\ 7 EDGE OF WATER D• i ?. {SEE NOTE 4} LO T / p, ' f 47 if ill, 0.2129 ACRES a � �DDRESS: 2943 BELLFLOWER DRIVE V\ 2:-.v‹.\76, /100 YEAR FLOODPLAIN SURVEYOR'S CERTIFICATE SEE NOS B) r - �'# +� t, BRE# T BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF C416 di 55.2114. THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS 6.. p ... MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE Arc � * CORRECT TO THE BEST OFA' KNOWLEDGE, , `• - ?ft°.„.5.-:',', 04--fi:?1/71.;/.../.?1 21 ......1/17.1 e- .,. .,. •• ,. APPROXIMATE LOCATION OF 07). { 4 5 f�_ Q,N GREEN UTILITY EASEMENT r 4'.:114 :r. ,: ...' 1- 4, • O.'• ,, $/''' .n% (RECEPTION No, 114403) ' 3B 'c r OTO. •' .X 7 ,,(411 4 ,-,____________„, ,,„ , ./, A. '-:-. L\\ ‘'.:?---iniie st3.5 / 2759817,. ,./.ife. ,....., CO. 1 < woo° C( Two STORY 2' r . DATE ? . o PRENT $1GO5 '• i7 �#,; , $ t r 7$0$.$ wawa AND STUCCO SIDED 1 " COLORADO P,L,S. No. 27598 ,f' '.* i.' +�4`k - SINGLE FAMILY RESIDENCE FOR de ON BEHALF OF PEAK LAND F � / OT 7a13,s /� TItB1 ' 0, .i� a 713# aOF. of D O9 a :, ?r' r cw WOOD DECK G3 a x�i. 3 f 1 7807,E \I% d Vi k " �J, 7913.# # f WOOD FENCE A\ ( 1...,:,. ,1m; CP '7<'•5,\ ti .' • 7807,5 Gill ,e # A •_ ■ Fp T., \,./\f kf 7843.5 .. a CONCRETE • '4 4 O UTILITY AND DRAINAGE EASEMENT }.� s DRIVEWA i 7814.0 ,� (RECEPTION No. 114403) .." 7807.7 �• tr - 4ORM • 7813. 794#1 ° 'HOOD PRIVACY WALL METER V. { s . F' FLOWI.JNE OF p MAIN Ek+TRANCE f ti { Z J= F.F. ELEV = 7814.3 +S- rW a. a7%., CON[ ETE PAN O 4 . "" WN f•D. \ 0 [ ] WATER VALVE 79141 ` f.� � FOUND PLAIN No, 5 REBAR a� `�` ° ig,f 1•. (PROJECT BENCHMARK) AT THE NORTHEAST CORNER OF 1 \ ' 1 \ SEWER MANHOLE MH1100 LOT 7, BLOCK B, 5°� ,.n_ - ‹ RIM ELEVATION = 7814.4 Z VAIL INTERMOUNTAIN SUBDIVISION /.. . o s 111 r� 78543 INVERT ELEVATION = 7802.1 ----...........-.....:'.......'''''......... \ --A---- 7814.3 7 781#,,° �� yt Fiy41 A ,1 7814.41 t `3;. 1914.2 RAIL ROAD TIE :14,0 '� 4 , 1• s, .�, RETAINING WALL i 5y � EDGE OF ASPHALT (TYPICAL) l 7814,47813.3 efF `; 7514.5 CONCRETE ' S I s; PARKING PAD1111Siiiii:-.1 EDGE OF - -C 146\'? ' LOT + ..r.-:'" ....-- 1,fe' / -' ASPHALT 011..41_4 \11 '4� 7814.5 f � 739riFF 'Pc \7 - _ vc'. 4. v..-0 , ...... „J.:6 ibm, 0 oc- 19 FLOWLINE aF 4 CONCRETE PAN �� rtj--- s 781 ii,9 -7 ..0" 791#.3 77 ?..4 "� INDICATES A DECIDUOUS TREE NTH TRUNK DIAMETER_ ..----......." \ \1/� INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. ' 77614.8 ''' \ -4 - ,.......F..---;,./A--...„ LINE TABLE 7814.8 w LINE LENGTH BEARING F/ ''' \ L1 • 23.09' � 551'40'44'W L2 49.12' I -82- 49.12' PARTIAL TOPOGRAPHIC MAP LrlERVE TABLELCAT 4, LOr CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING VAIL INTEF MOUNTAIN DEVELOPMENT UBDIVI FON16 1O'30'59" .00' 71 s.9O' 13.75' N56'55'13"E TOWN F VAIL, Iw J 11,16...... .....z L T 14 EAGLE COUNTY, COLORADOPEAK LAND CONSULTAN- -FOUND PLAIN Na. REBARDRAWN: JF CHECKED BY: BB PH:(970)476-8644 FAx:(970}i SHEET 1 of 1 1000 LEON'S RIDGE LOOP, SU DATE: 06/12/14 PLC ,10O#: 121 .1 VAIL, CO aie57