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HomeMy WebLinkAboutFile Documents.320 W Bleeker St.0019-2021-BRES (16) PARCEL ID:273512441010 A ,S- HILT SURVEY LOTS N & 0, BLOCK 43 CITY OF ASPEN PITKIN COUNTY, COLORADO -$ RPC 2.J5 \G\ • - \ ./ ALL pp 69�LO�k 490 1" - 10' LS#25947 r c s�o.q, _ ELECTRIC EASEMENT I'o'4'a' 28 $PSO911`E 2 d DGE O sa a\c `1\$` NOTES REC#646778 �, Jr, SE BACK CONCRETE 2.75 69 \2. G '2,4 DRIVEWAY o \ 1) LEGAL DESCRIPTION: , G ,:a _ oa - 2.+5 `'° LOTS N AND 0, BLOCK 43, CITY AND TOWNSITE OF ASPEN, COUNTY OF PITKIN, STATE OF 2 27y INTERCEPTOR CN \\ r' COLORADO. CONTAINING 6,000 SQ. FT.±. /WALI9- \ NCN ORn,N 23a 1 - ?2) 91 ,..as LS#9184 a/2.78 / . �av oUT aia r 6 SPA 2) BASIS OF BEARING: \ UNDER I A BEARING OF N14'50'49"E BETWEEN A FOUND REBAR AND RPC LS#25947 AT THE S.W. I 45' 1 CONSTRUCTION RIM=2_026 / PROPERTY CORNER AND A FOUND REBAR AND RPC LS#25947 AT THE N.W. PROPERTY / / SLAB=3002.92 ae ,�,�`\UC�\� INV OUT=0.26'I CORNER, if zR to / 3) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY THIS SURVEYOR. NO TITLE W Irvv w=3os3 l / INFORMATION WAS PROVIDED FOR THE PREPARATION OF THIS SURVEY. o o • .2.671NV OUT=0.52 o%z.590 Wyy _ I/ 4) UNIT OF MEASUREMENT FOR THIS SURVEY IS THE U.S. SURVEY FOOT. 7a93.3 STONE I oo�,. PATIO i.'2.56 / 5)POSTED ADDRESS IS 320 WEST BLEEKER STREET. RIM=8.34 "`P .I/J 5.0' 6)ELEVATIONS BASED UPON CITY OF ASPEN GPS MONUMENT NO. 9 1988 NAVD DATUM wv our=.09e I_I_g¢/��,-//��/',/�7 3 Vat SETBACK (7606.09'). BENCHMARK= 7902.90' AT S.W. PROPERTY CORNER AS SHOWN HEREON. VU/ /1�2.73 / CONTOUR INTERVAL IS 1(ONE) FOOT. ALL ABBREVIATED ELEVATIONS (2.83)=7902.83' V a z6° SHOWN HEREON ARE BASED UPON SAID SITE BENCHMARK. PA ERs a �o�o,► STONE a U 2.69/ p 7)ALL UNDERGROUND UTILITIES AND DRAINAGE FEATURES LOCATIONS SHOWN HEREON PATIO e.293 PROVIDED BY OTHERS AND ARE APPROXIMATE. RIM 2.59 2.26 o0 2.92. O.JS LY INV OUT_0.56 I.' 0R! I , I J9 LEGEND MULTISTORY °UT=99.ae ® INDICATES FOUND MONUMENT AS DESCRIBED. SINGLE FAMILY WW , RIM-197 QLc� oV RESIDENCE J9aA3/ o RPC RED PLASTIC CAP • 4 INV 0.30 our-o.3o � Nt 3 YPC YELLOW PLASTIC CAP 3.64 „^ y ,' rn EM ELECTRIC METER WW WINDOW WELL 3 % 7WW j/ GM GAS METER FF FINISHED FLOOR 10.0' I , y SETBACK , 281 1p'-tea, RIM-2.16 E ELECTRIC TRANSFORMER ® CURB STOP OUTIN-9a.96 98.95 / M \ sH, o o o FENCE LINE C CABLE RISER CITY OF ASPEN o-1 /, Out POST MECHANICAL PAD GPS MONUMENT#9 pu0/1 • O ❑ CITY OF ASPEN �O� I GPS MONUMENT#20 ,•iy 4'*ry, / /'` /�v ''20• $AS9 S20 �.]p .2 2.06� -�• =7:.3.00 1h7902 39 2%y / 213 fr..r a \\'�,1 /v ' 6'PVC PIPE tB'a WW I, ® CATCH BASIN © CLEANOUT 2.84. IM=�.18 7892.81 RETAINING 70.7 °2g9 / ,iN -9a.at I� © DRAIN SPOUT > DIRECTION OF FLOW Nv our=seat-,/�`'}^, 0s 3.z �' 0.>r 91-' waL 426 9) / 2 qqq / ../ �.z0 --air.? z - „STONE 3.76 i91 G BURIED GAS LINE -W BURIED WATER LINE • SETBAC zx 6.P G PATIO S BURIED SEWER LINE RP C V��2� 21 <v E BURIED ELECTRICAL LINE C BURIED COMMUNICATION LINE L$kk 5947 �'°eh. 6'PVC PIPE BMAPIK=7902.90' � � ���� -19p2/ A/75'0077.w 3 \ •-•6 �' / R TCRNG DENOTES GRADING AND DRAINAGE CERTIFICATION STATEMENT 1 J `�yr 1 3/4"SCREENED ROCK BED WITH PERVIOUS PAVERS -� / .. .rqi•� J 6Xle•STORAGE 109 CU.Fr.t. f.90 OBSP0VR7 ON 60.0 0 t 6° rgi I. THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER, CERTIFY THAT HAVE INSPECTED 1.57 �7901"- � Q HATCHING DENOTES THE AS-BUILT SURVEY DATA FOR 320 W. BLEEKER ST. ASPEN, COLORADO AND HAVE / os0/ 0.560 RPC SCREENED ROCK BED OVERFLOW CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH THE / corvc.WALLSLS#25947 l'"'. DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON 3 \ 6 �7900- `.0=5 \W Q0 - - BY: Richard Goulding PE#39327 QP00 LICE* �W\ . ro ANDARD 6.,CURB �:' '.O I \u,'- PAN -7899� 98.63 U;c1 77 IZ'r)'- 4V / '`-`'ssrp\u� ltn\- I ES por BLE / \W. / AS-BUILT SURVEY CERTIFICATION STATEMENT \ / a•R �SrRL'TT /`w I, MICHAEL LAFFERTY, THE UNDERSIGNED REGISTERED LAND SURVEYOR, HEREBY CERTIFY / / / / THAT THE ELEVATIONS, GRADING. AND DRAINAGE FEATURES SHOWN HEREON FOR AND ACCURATELY DEPICT THE ELEVATIONS EXISTING DURING THE SURVEY. THE ELEVATIONS / / 1 I MAY CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE, UPHEAVAL, EROSION, ACT OF MAN OR OTHER FACTORS. THEREFORE THIS CERTIFICATE MAY NOT ACCURATELY / / / cin DEPICT ELEVATIONS, GRADING AND DRAINAGE PATTERNS AFTER THE DATE OF THE SURVEY. EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE. NO PART / / d OF THIS LOT LIES WITHIN THE 100-YEAR FLOOD PLAIN AS DEFINED BY FEMA, EXCEPT AS / NOTED./ / "a"41 / / 4,4,..67.100 L/c,t., 1 / MICHAEL P. LAFFERTY PLS. 37972 ?� 37972 1 gi / VICINITY MAP 1"=400t # 0j� 12-30-19 _�_ Rocky Mountain Surveying-1-1 CEE0 DATE SURVEYED:11/2019 oi c r Erizi" REVISED: csizi FILE NO:18516 CLIENT:GUEST P 1441 413313 crystal springs rd _ 'az,s rbo tlale a 81623 NOTICE:According to Colorado law you must commence any legal action based iii i 7-73 p phone 970379-1919 upon any defect in this survey within three years after you first discover such defect. ��� //5/p, taa 970-9633873 In no event may any action based upon any defect in this survey be Commenced more '° �� laff@sopris.net than ten years Peon,the date of the ccnifcation shown hereon.