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HomeMy WebLinkAboutFile Documents.931 Gibson Ave.0037-2019-BRES (7) AS-BUILT SURVEY Pw I' 6 a � Certificate of Occupancy Reviewed by Engineering to Iftutte Development .a -,cos I _. 11711:::14:41 AyNThe submilletl tlocument has been revewetl for � ttcompliance with Egneerng Standards and the A PARCEL OF LAND SITUATED IN THE SE1/4 OF SECTION 7, oem ,� i - @ STORM SEWER MANHOLE Urban Runoff Management Plan.The plare_ adequately show conformance w th the issued 0 RIMINV =7926.28' perml documentarnn ' V330 30 NV30"INV =792648' r TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6TH P.M. _\ kylas 06/17/20240,So ` eying �� \ \ \ CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO ,, Z w y I31M1 _L 60 \\ I EA-� \ \ .pace-il,•lr N.. .... W TcpS" ,� \ I \ \ HATCH LEGEND LINE TYPE LEGEND ^e °r . I ❑ � '1G41 �sr \ Wb STONEWALL SOD BOUNDARY 111. 70 ds<�.r.����l� i�, ` W 270 Qi • 90 E \ \ \ :IA CONCRETE EASEMENT BOUNDARY a , p'n•` \�J 'I.• `tr. '� \ Et:T \ STORM SEWER EX-Si ; - ` _J __` n OO . L. / \ I \ YYY \ \ ASPHALT EDGE OF ROAD - - ' ��\4 \ _Yj ��%/ ..� 1.f' ��• \ SETBACK �L ��%��� ! p£coo R-�, p 240 120 moss \ SYMBOL LEGEND PVC DRAIN LINE 7 �9�$ 1 foie aI.E f',h u°e crn, ELEC.METER In inch ❑ #5 AEBAA CABLE TV /'� °I% \ cT, `� L S.k37972 'sr \ GASLINE / WATER SHUT OFF FIBER OPTIC 55 fp8 .$ )); (fj210 I50 7931.38' \ GAS METER TELEPHONE y9, G _ `�;3;te Cem ; 7931.34' a IRRIGATION VALVE 7 g ^z Y fleJo o _ 180 . 7931.84' •40 �Tsr \ FOUND MONUMENT SEWER LINE w \ 13 \�•\ Gbfch L18__ �''-�\ CONCRETE �i:: w \ SET MONUMENT O WATERLINE P, S DRIVEWAY II�.....� w \ \ ELEC.TRANS. __:.%/.� 28:. L \\ \�`� \ \ SEWER MANHOLE O _ /// �� P SPOT ELEVATIONS 0000.00' /��/��/ GRAPHIC SCALE oo STOAMDAAIN ® q 1 _,,� �� , AmcoNn.mvrr \n 3g8o \\ \Eksr \ /S R85W r•�� ,6+ \ \ 7932.6T Gule \ �9 'A31.92' NC TF '1S`p It) 4 n� el <I r� D G... �h,_ _ ��sr \ anscE rv�rn.K ,L ® i� �� /` Pn� _\ �igli 1C�G8`� 1‹.,„_,,,.....c4-Ab O STREETLIGHT `t;.. \EGIBSON AVENUE /\ I \�� 1 \� ( IN FEET) y 793.t r' ]932.52 E q, R-O-W-WIDTH VARIES \ \ 1 inch= 10 ft. / `� ]933.01' ASPHALT .sr VICINITY I. " r��� \ r.TDn CONCRETE ss w \ \ SCALE:1"=2�.... W.4 KENCROACHMENT j4P 79'18' 3.932 5Q.FT.t O T\e e `�'`\ 'A .� sr \ \ ' ZSG'. 79347T D ,''\ > w o+,. \ 7932.90' �� \� \ \d'.tr `e / CLEAN* ^\ ,, 793z.73' \ • T \c` ss \ \ PROPERTY DESCRIPTION AIM=793..76' pt'C �* . L"GD\ ` • W STORM SEWER MANHOLE / II O(D)=79 1.76' I :OULDEAS r \ \ Eu7 \ INV 30937932.20' PARCEL 1: �QUTT CLAIM DEED ]932.74' 4 Es W \ INV 30=7932.44' RIDGE CLEANo TELEPHONE PER r APARCEL OF LAND. SD]/40F SECTION 7,TOWNSHJE IO SOUTH,RANGE 84 HK]58 PG 230 7945.14'`\, AIM=]'32.95' \ J' \ ` \ \ \ WEST OF THE SIXTH PRINCIPAL MERIDIAN BEING MORE FULLY DESCRIBED AS FOLLOWS CLEANOUT S LARGE ]932.45' II(E)=".1.ID, 17�'C,C.�z CONTRACTOR T AIM=7932.23' BOULDER ]932.34' p,,, ` TO({y) ]„ 04• `y,/ ` r SEWER MANHOLE \ BEGINNING AT A POINT WHENCE CORNERNO.I I OF THE EAST ASPEN ADDITIONAL II(N)=7929.89' O O \ GAS PER A IG RIM=7937.54' 411).' 3 / b is \` OTOWNSTTNING,H 554"52'17"E SB.IO FEET;THENCE 534"5CE 815 45.63 FEET TO TAE TRUE POINT I0(S)=7929.89', tit 4' / \ CONTRACTOR \ INV 8"=7927.94' / .$ / O@ 6 935" INVB"JJ92792'PLUGGED 56 BEGINNING,4 FEET;THE"58 N34 15'00•FED30 THENCE THE POINT BB.60FDDT;NG. ^ 64� b r 563"54'Iq"E 155.54 FEET;THENCEN34"45gY'E 88.30 FEET TO THE OF BEGINNING. he \-4A4 \ ^9A 793728' .�]°42'27" / CLEANOUT ]932.OT 7932.45 zs3' ® e° �` R=295.57' EXCEPTING THOSE NB001CPORTIONS WHICH LIE WITHIN THE BOUNDARIES L"A OF DEEDS RECORDED RIM=7932.19' / k, 7933.05' \ C et , �a 9.]6' / FEBRUARY 6,1970 IN BOOK 246 AT PAGE 672"CANDREIA PARCEL"AND RECORDED APRIL 12, / II(N)='A29.80' F `� ]932.4T , 7932.53' @!�y �'IS PARCEL2 ,, �`„ ]9973.5 ChB- 9°03'28"W 1982 IN BOOK 424 AT PAGE 966"ZUPANCIS PARCEL". IO(5)='A29.80' 'k 7934.19' BK 513 PG 94 y ChI.=39.r �\ /✓\ CLE OUT\ R• ALSO EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST p / DOWNSPOUT : SEWER \ RIM ]934.52' 79.7.]T 11,1994 IN BOOK 758 AT PAGE 230. CLEANOUT V 7932.45' ` ,� II(E)-7931.73' CONTRACTORR 4 .• /. ^, 7931.71' CHAINEY (TYPICAL) ss ss TO(W) 7931.73' yy (117„. PARCEL 2: '� �]9b6.3S ti/♦'�'2.88' 1 EJEA'.CONCRETE v �w Rm,a cpP nowNSPo[rr PARCEL I. I � s DRIVE ENC'1 CHMENF / A TRACT OF LAND SITUATED IN THE SUNSET LODE,U.S.M.S.NO.5310,BEING MORE FULLY ti• 7 BK 513 PG 942 7934.0T 34.34' DESCRIBED AS FOLLOWS: } 7957.13' �]967.42' i//4111 7932.81' \ ^� 63.823 •.FT.t TWO STORY 15,497 S.F.t 34.64' .� p 7934.57' ss 3 '- \ DR LGAATE hG •IUNDATION "L� WOOD AND STONE 7934.57' \ 7937.85' ^O`I° 93) �'-` BEGINNING ATAPOINT ON THE EASTERLY SIDE LINE OF SAID SUNSET LODE WHENCE DRYWELL lido\ SPIXTf BUILDINGBASEM FF UPPER ley, 11 .s� CORNEANO.10 OF EAST ASPEN ADDITIONAL TOWNSTTE BEARS N34"4500"E46.63 FEET; 7931.63' RIM=7931.79, ,, DO ► 7936.2T > Aff \`a` 7928.95' 7932.46' WITH BASEMENT • �` v •. THENCEN63"58'gY'W 185.12 FEEI'TOAPOINT ON THE WESTERLY SIDE LINE OF SAID LODE; (W)= II(NE)=7924.9 c "680 DECK 7922.80' 7933.84' c�11 44. CONCRETE THENCE FOLLOWING SAID WESTERLY SIDE LINE NIS"30'0"E 17.03 FEET;THENCE S62"54'41"E 7929.48' 7942.93' 304� 93372, WATER UAH&GVTTEA (8)= Io(E)=79zo.oa' . s'roND / 931 GIBBON AVENUE / 793a.1T 1 ^a II(N)=7929.58' SUMP=7915.7' 0 l' 1 AB]GE-� _ / 7933.78' ]93].88' SERVICE c RADIUS OF;95.5 FE T TO FEET'ALONG THE ARC EO L CURVE TO THE RIGHT WIHANG SAID A PATIO ♦ �y, UNDER CONSTRUCTION / 1y, 7934.ST ♦ O L` OF 295.57 FELT TO A POINT ON SAID EASTERLY SIDE;THENCE FOLLOWING TIP 2ND=7926.43' ?t, ' ,vy00 7964.67' • ]935.]5' �7936.45' '7 STONE WAL SUMP=7913.96 At RIDGE \t/ +' II' �o, % ` \ EASTERLY SIDE LINE S34.45'00"W 10.70 FEET TO THE POINT OF BEGINNING. / �]�2.80' 1/� -.JrI99' 'A32.75' 7937.BT hg• °s �)C #SAEHAA / • O. AL) �♦ RIDGE 1, RIDGC / , $U e� b. ♦I• TOGETHDA WITH ANY PAOPP1tTY LYING NOATAERLY OF TAE ABOVE DESCRIBED PROPERTY DCON / '' / ' pG 7950.70 /' 7955.06' AIDGEJ ,`O AND THE SOUTHERLY LINE OF GIBSON AVENUE. 8/,_ / 7931.98' 1 /]933.07 6 / 7964.62' FF GARAGES UO / �/ /' '9P PKNAN / ' ♦ a W THRESHOLD RIDGE SECOND DOWNSPOUT 7932.74' NCH'II�IN d EXCEPTING THAT PORTION AS DESCRIBED IN QUIT CLAIM DEED RECORDED AUGUST 11,1994 O / 7957.02' FLOOR PATIO IN BOOK 758 AT PAGE 230. LOTA CONC. 2.50'W.C. 7933.15' UNDER FF UPPER / ]934.04' RIM=]9 .T2' \ 36.60' NO PROBLEM JOE WALL ` �U,1, FF CONSTRUCTION DECK FL(N)=7'•2.40' n�§/ 4r BOULDER 7933.14' 7942.91' / / , AEI.WALL COUNTY OF PTTKIN ryA�JJ 7 0 N89"]0'36"W .����' PKNAIL "PVC e"p`77 .14' ♦ 7932.70' / 4"� �Izo / �,y� STATE OF COLORADO �I &SHINER C 7932.59' /° o.' 1612.08' \- !.5.#37972 \ @ 4J° 7932 0' I 4' 330' FF UPPER / t, -66j C.O.A.GPS \' 7 93]931.89' , P STONE 794 91' / THEN I7 DRAIN /Q-159 \ \ R'Jn,V-1' AIIx•g PATIO Sj.S9ySr� DECK�/ 7-7944ND LHVELb"PVC (N)= '32.0 Op•CTRIC PER44, // INLETS lk 950.]0' o '�Or � @11.03% INLET 3I0=7932.r' oCI. CTOR6, q RIM=]931.45' \ S6 e Ty'Sti CLEANIXTT4 ) INLET ]932.]2'_ RIM=7932.51' gg'/° GAS.: •PE:. TO(1�=]929.90' ,5� `3 q, RIM=]932.42' \\�� 7932.TI' J, II(N)=7931.14' CI 'CTOA ,,9 q / ;,�� -`oD l 00-A II(E)=]930.01' , 7932.7 \ BRICKRIDGD FF , IO(S)=7931.13' d WATERL: :'E. Zs. '�'' y 1 TO(W)=]930.01' ]931.91' ♦ SLOT DRAIN N �R SUMP METERCONTRACTa', 1 ]965.]8' 7932.78' 3 41'i AT TOP CONCRETE 7932.70' 4 -0' 7932�1 METER 11111111111 10 HOLY CROSS ELECTRIC DOWNSPOUT 7931.78' a°pP RIM=7931.98' TT'SUB 7932.48' 6 P<J -:. \ \ C i 7931.31' 7932.]- 7932.74' EASEMENT PER BK 304 PG 658 S '' 1 7936.1' NOTES: AS-BUILT SURVEY CERTIFIC?.Ti()\CT aTF\JF\T: D @I p: TO '31.31' 30, @'r r'' I'T2 TELEPHONED' • C.O.A.GPS LOTB ` 5 o J(� DOWNSPOUT - AIM ]932.40' CONTAACTO' �' EA-� Vb.., 8 ]932.]0' ` T }. II-'A3 86' �2. I,THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS, / MONUMENT li4 NO PROBLEM]OE PENCE \ L �'"PVC _ 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,(TYP.) U J 2 @ •'%I0=]931.'.�' 4J' SETBACKS COMMIAND TMENT EP RED BY ATTORNEYS AND EXCEPTIONS CE TO AGENCY OF SHOWN, I,THE UN AND DERSIGNED N?TOWNSHIP 10FEATURES SOUTHSHOWNRANGE 84 PROPERTYHEREBY CERTIFY THAT THE EL MERIDIAN ,� \\ �17yGs� 93].U' I J� 932 :' ]' ]2' 932 84' q5� BECK THE TITLE COMMITMENT PREPARED BY ATTORNEYS TITLE INSURANCE OF ASPEN, THE SEl/4 SECTION],TOWNSHIP 10 RANGE 84 WEST OF THE 6TH PRINCIPAL MERIDIAN / I"IRON B\ 54 1pq RIDGE N INLET 1 LLC.,AS AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY,COMMITMENT NO. 931 GIBSON AVENUE WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATE OF ELEC.E•P'LE x \ ®® PAR@VS\ ! /p �7962.73' ,3 ^qs'� �- 'si _]932. �,.]93].]b' 21004770,DATED EFFECTIVE APRIL 26,2021. JUNE 16,2017,JANUARY 17,APRIL 18,JUNE 03,2019,MAY 20,2021,AND JUNE 3,2024 AND I' IO ]' :' /_ ACCURATELY DEPICT THE ELEVATIONS EXISTING DURINGSUBSIDENCE, THE SURVEY.THE ELEVATIONS MAY TRANS. '9 1 /3�` 0 6" Y931. / I Iq' 2)THE DATE OF THIS FIELD SURVEY WAS JUNE Ib,2017,JANUARY 17,APRII,18,JUNE 03,2019, CHANGE SUBSEQUENT TO THE SURVEY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF -,[r£. CLEANOUT I JJJ Z;1 ` f/ L.3A 30' MAY 20,2021,AND JUNE 3,2024. MAN OR OTHER FACTORS.THEREFORE,THIS CERTIFICATE MAY NOT ACCURATELY DEPICT / \\x AIM=7933.0E ELECTRIC •f��l/ J I 7932.51'^o t�@7 e d @ 14'r ` 3 7931.08' e ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE DATE OF THE SURVEY. t2' 7930.64' 1 7932.66' .^P CLEANO I' BASIS OF BF4AING5 FOR THIS SURVEY ISABEAAING OF N29"1 T09"E BETWEEN THE �� BOXES I /' =-7937.79' 3) EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO PART OF THIS LOT LIES �30 \ TO 930.64' JW EANOUT RIM 793588' SOUTHWESTERLY CORNEA OF THE SUBJECT PROPERTY,A PK NAIL AND SHINER IN CONCRETE WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF x / \yJ}. 32.]5' �� b RIM=7934.46 II=79311, / m L.S./k3]9]2 FOUND INPLACE AND THE NORTHWESTERLY CORNER OF SAID SUBJECT PROPERTY, CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN I-IS U00. O(rS.E ELECTRIC b' 7% !.." '44� II(Nr 7931.08' IO=7931. m 8 A lkS AEBAA&CAP L.S.#3]9]2 FOUND IN PLACE. TEA • 7933. ♦ 79 TO(5}-'A31.08' ' ELECTRIC c', ELECT \ 44:[� 5°]933.63' ♦\ •+5'/ 1i ET 6" .LLE TV LINE a 4)UNTTS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. /lllrl, �, Se 7921.14' 5 /e ■ / Q-,[rL. ,3�00•F /b"PVC \■ 'r r93508'(3515) S THIS SURVEY IS BASED ON THE BOOK 513 PAGE 942,BOOK 513 PAGE 945 RECORDED IN THE 11/ ,%A� BEATON \ @238% V r93058'(3104) 1 A ^ PTTKIN COUNTY CLERK AND RECORDER'S OFFICE,AN IMPROVEMENT SURVEY PREPARED BY �1/.,`c SC14/4 A \ FENCE '- m - ROCKY MOUNTAIN SURVEYING DATED AUGUST 2015,FILENO.15530 AND CORNERS FOUND IN BY ,.' DATE:JUNE 11,2024 [p�, PLACE. :SON R,SILL P L.. 0 3]9 t E1-.[E, (TYP.) ♦ E[:U , ��/CV �� i' r OAP,IF t AS-BUILT ENGINEERING CERTIFICATION STATEMENT: \ 8 `v ''T ELECTRIC 6)THIS SURVEY IS BASED ON FOUND CORNERS AND THE ABOVE MENTIONED SURVEY ARCH BY YAI,INC.:,III E} \.... e , PREPARED BY ROCKY MOUNTAIN YSURVEYING.OWNES NOT CONSTITUTE RTITLE SEARCH BY Q4 CLEANOUT ELECTRIC � MEBTER AND PSI.ACCORDING TO THE WESTERLY ADJOINING OWNER THE CORNERS ESTABLISHED ARE NOT ��'r/0 SJ OI AIM=]933.3T LINE e:/ WHAT HE REMEMBERS AND HE BELIEVES THE BOUNDARY IS ALONG THE WIRE FENCE •.'I'AI LAH�IpII I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY THAT I HAVE y�Je / ESTABLISHED BY SAID ADJOINFR PSI HAS CONVEYED THIS INFORMATION TO THE OWNER OF +++II+ INSPECTED THE AS-BUILT SURVEY DATA FOR PROJECT SITE:SITUATED IN THE SEI/4 SECTION 7 II(E)=7930.70' 41, RIM 79UT`'t THE SUBJECT PROPERTY. TOWNSHIP 10 SOUTH,RANGE 84 WEST OF THE 6TH PRINCIPAL MERIDIAN,931 GIBSON AVENUE IO(WI=7930.70' 4E RIM=7933.8T BOULDER AND HAVE CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE II(N)-]930.88' `e '� WALL 7)AT THE TIME OF THE MAY 20,2021 FIELD SURVEY THE SUBJECT PROPERTY WAS UNDER WITH THE DRAINAGE PLAN SUBMITTED AND APPROVED BY THE CITY ON DATE: \IO(W)=]930.88' I❑NI T7932.13' © CONSTRUCTION. FP. I0=7930.71' �t � OO LlC o A.•-�£x.u£-� r�* / �3 RIDGE CATV PED. BY: �j�+/ DATE:][ENE 11,2024 ��� fj EL=N62.0' ," Ramon By: NO. Date Revision O� c' S Ro as'•IAR�cAP I't'e Ili' By Project NO. c.f�;-t ENG�Yy-...Fa Usk L.S.#161z9 e Y I y �,;.: TBMDL=7933.eT� Y be JRN BMH INVESTMENTS,LTD. PE LICENSE NO. 55942 55942 / el,I Checked By: CITY OF ASPEN,COLORADO 17034 P.O.Box 1746` Ll R Be,cos16so IMPROVEMENT&TOPO SURVEY ss• �•,C, / hone(970)625-1954 Dnw, SIT.IN SE 1 4 SEC.],T 1OS,R84W /OVAL Fax(970)579-7150 NOTICE:ACCORDING TO COLORADO TAW,sou musr COMMENCE ANY LF_GAI.ACTION Fax JUNE 11,2024 BASED UPON ANY DEFECT IN THIS SURVEY"WITHIN THREE YEARS AFTER YOU FIRST computer Ede 931 GIBSON AVENUE 1 OF 1 DISCOVER SUCH DEFECT!NM EVENT MAY ANY ACTION BASED UPON ANY CTHIS SURVEY"BE ERTIFICATIONCOMM NCED M. THAN TEN rE.S FROM TIM DATE of THETIN S Since 2001 ,. 034.DWG