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HomeMy WebLinkAboutFile Documents.630 W Hopkins Ave.0052-2020-BRES (21) AS-BUILT SURVEY '�\ v ` LOTS M AND N, BLOCK 25, ORIGINAL TOWNSITE OF ASPEN �� WBRSE . - yu, --� __ (�� CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO / :, - 1 r`` 1 O � � ie. 1 N SP fit ', N \ ELEC. / / 3(� {r 1` .!- a���- -1 S�j: F` �l+ +0 330 30 I) v eY i �ss�ss \ �'1J))t 1\��� `EY q • .r*ta, i:.At.- ';7!` ` �'( \ SEWER MANHOLE TRANS. 1 Cj �O°' ss\Ya. \ A-1131 / /�- rl r_ \ ,�,y 2I 300 60 RIM-7931.84' sN A H 10 W-7924.21' � •� �" -j/ _ � `te 13 cRAveLAREA \e G9sm�ss-OE`sXce 10 10" I� �� ( /� \ "k \/ 1 - y W C r UNDER \ss 55 E.Ve //1�e �\,,, - � � ` _ / E. / �� / �I`� ,�$ ��. �. TRUCTION hf 270 90 � c\ �//// \ I„`V• BLOCK 25 \ /////(Jj ./ //1 \ 1 �' t. \� \ • 7933 \9`uE \ \ "' ->:���j ( 11 6 . ', ���.. �, ,, 2�2R-oRLEPy �1�s2s° I/� � (' NEW SEWER H HIMERV24ELINE [ ` ' SE.ss L 'E SEWERR MANHOL 240 120 V . /10793055' W ' y \/ ]I]0 W=7916.63 RIM7932.67IL /// � � 210 150 sir ` - ✓ 1��' 1 180 i'r RI :]932.]0' #5 REBAR&CAP OUT •''; 10:t93z.3s' ��� .S.a37935 VICINITY MAP S CLEANRIM 3457' / �, \y/�/ ], SCALE:I��=2000' 6"PVC SW / TI/`iCt� �lI_GSE �s,A4r / TELECOM II 7931.22' Ailliet ;_,SAC `t4 c PEDESTAL GRAPHIC SCALE sPvc NE �.q��►�- koNCR3HTE ili ,DRYWEcc A PROPERTY DESCRIPTION 10:7931.22 A �• PARKING / "' rill/ A 9 1' '° RIM:793299 io o s to p a �`//� " 6+�� 6"PVC SW T LOTS M AND N,BLOCK 25,ORIGINAL TOWNSITE OF ASPEN,CITY OF ASPEN,COUNTY OF 11 TRENCH DRAIN :�/ / '• Il /� 11.7929.14' / PITKIN,STATEOFCOLORADO D:7934.12' �� 930.0 ` �_ 6"PVC SE IN FEET GRAVEL/TRENCII �19"'S -...... �`', I 79 11.7929.23' n ) q Ig W 9 33, 6"PVC NE J DRAIN 00' RIDGE: PP:7933.39' ' V I0:7929.05' 1 i ch= 10 ft. 7963.21' 2 RIM1.793452' UNDERGROUND FE7935.24' .. W SUMP 1ST NOTES: LOT L II 7934 30 J/Ep 4 q TELECOM ROOM B !` CH=7926.32. f LOWER 1)THIS PROPERTY IS SUBJECT TO RESERVATIONS,RESTRICTIONS,COVENANTS,BUILDING (,1, q `/ SUMP=7919.48' SETBACKS AND EASEMENTS OF RECORD,OR IN PLACE AND EXCEPTIONS TO TITLE SHOWN IN GRAVEL/TRENCH VEL/TRENCH /P!I' GRATE AT /�(p/a�a`t\'/ • THE TITLE COMMITMENT PREPARED BY LAND TITLE GUARANTEE COMPANY,ORDER NO. DRAIN/ _� WINDOW WELL / ,•i5', / CLEAN OUT Q64002805,DATED EFFECTIVE OCTOBER 24,2019. TO 7932 68' BOTTOM:7927.81' _9 RIM:7933.16' NEW CONCRETE /�,oT � �// 6"PVC SW 2)THE DATES OF THIS SURVEY WERE NOVEMBER 04&14,2019,NOVEMBER 19,2020, RETAINING WALL / . ELECTRIC II:7931.28' T p 0 /l, jl� OCTOBER 3-28,AND DECEMBER 20,2022. BOX(TYP.) // 6"PVC NW T3 U/ \�,. I0:7930.31' GRAVEL/TRENCH / ELECTRIC 3)BASIS OF BEARINGS FOR THIS SURVEY IS A BEARING OF S75°09'11"E BETWEEN THE DRAIN q � METER SOUTHWESTERLY CORNER OF LOT K,BLOCK 25,A#5 REBAR&RED PLASTIC CAP L.S.#9018 RIM:7914 44' ,�y q GAS /�� FOUND IN PLACE AND THE SOUTHWESTERLY CORNER OF LOT M,BLOCK 25,A#5 REBAR&RED 11.7934.10' •C.4.etil/ q _ METER /r //� PLASTIC CAP L.S.#9018 FOUND IN PLACE. ,4 ft.,: DpGNT P1���\ / 4)UNITS OF MEASURE FOR ALL DIMENSIONS SHOWN HEREON IS U.S.SURVEY FEET. O�teV GRATE AT ,IOO r 5)THIS SURVEY IS BASED ON THE CITY AND TOWNSITE PLAT OF ASPEN PLAT AND AN 4''TEE t,'4-U ' /,�yWINDOW WELL R, `I• IMPROVEMENT SURVEY PREPARED BY HIGH COUNTRY ENGINEERING RECORDED JANUARY 14, 10:7931.67' /0�' BOTTOM:7927.80' $" ) 2 2008 IN PLAT BOOK 86 AT PAGE 31 IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AND 4"T3.,2°% h CORNERS FOUND IN PLACE. GRAVELRRENCH/ /� a a \' GRAVEL/TRENCH/q o, iy,Tq DRAIN 6)ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE WESTERN COLORADO DRAIN •Z GRATE AT q l/ RIM:7933.87' RTVRN GPS NETWORK(1988 ORTHO DATUM)YIELDING AN ON-SITE ELEVATION OF 7933.88'ON 10:7931.75' WINDOW WELL 7 THE SOUTHWESTERLY CORNER OF LOT M,BLOCK 25 AS SHOWN.CONTOUR INTERVAL EQUALS I LOTSM,0N LOCK 25 L+ I0:79324r TRENCH DRAIN - BOTTOM:7927.79' 6,000S.s FOOT. RIM.7934 .: --- 1�4 • TWO STOR WOOD / LOTO d fl FRAME OUSE 9.60 C -NEC ])ACCORDING TO TEE CITY OF ASPEN COMMUNITY DEVELOPMENT WEBSITE THE SUBJECTill //��� WITH BASEMENT U / PROPERTY IS ZONED R-6.FRONT SETBACKS ARE 10'FOR THE PRINCIPAL BUILDING AND 15'FOR �� 630 W.HOP S AVENUE . Wit, / AN ACCESSORY BUILDING,REAR SETBACKS ARE 10'FOR THE PRINCIPAL BUILDING AND 5'FOR • / / ��_�`' _ 4"PVC CLEAN AN ACCESSORY BUILDING AND SIDE SETBACKS ARE 5'. GRAVEL/TRENCH , 4"l RI M.79;3.6'_ DRAIN LOT K 10.7932.51' / „ " 4 #S REBAR&RED STORM CLEAN �)5 ,�METAL PLATES & PLASTIC CAP L.S.#9018 / OUT RIM:7934.54' V CO\STRUC'TION ll__ 6"PVC NE �FP:7935.21' FENCE(TYPJ AS-BUILT SURVEY CERTIFICATION STATEMENT: \ I0:7933 61' • I I, THE UNDERSIGNED REGISTERED LAND SURVEYOR,HEREBY CERTIFY THAT THE ELEVATIONS,GRADING \ ORAVFVfRENCH 5 DRAIN 0 AND DRAINAGE FEATURES SHOWN ON THE PROPERTY DESCRIBED AS:LOTS M AND N,BLOCK 25,ORIGINAL \ LOT L RTM 793422' ` / D HATCH LEGEND LINE TYPE LEGEND TOWNSITE OF ASPEN,WERE DEVELOPED FROM SURVEYING THE PROPERTY ON THE DATES OF NOVEMBER 04 BAS/S� T1 7933 y0' • &14,2019,NOVEMBER 19,2020,OCTOBER 3-28,AND DECEMBER 20,2022 AND ACCURATELY DEPICT THE OABFa"-G\ #5 REBAR&RED t / � STONE WALK ASPHALT BOUNDARY ELEVATIONS EXISTING DURING THE SURVEY.THE ELEVATIONS MAY CHANGE SUBSEQUENT TO THE SURVEY `'W' � E / ADJ.BOUNDARY DUE TO SUBSIDENCE,UPHEAVAL,EROSION,ACTS OF MAN OR OTHER FACTORS.THEREFORE,THIS PLASTIC CAP=7933018 U CERTIFICATE MAY NOT ACCURATELY DEPICT ELEVATIONS,GRADING AND DRAINAGE PATTERN AFTER THE \TBM EIr�933 88' - t iNDG�L��. \V- >/ EASEMENT C.O.A.GPS (•nailif \t� CONCRETE ex T DATE OF THE SURVEY.EASEMENTS ARE SHOWN PER THE PLAT UNLESS NOTED OTHERWISE.NO PART OF \ 963 21 / i/� N� / • STORM SEWER THIS LOT LIES WITHIN THE 100 YEAR FLOODPLAIN AS DEFINED BY FEMA,EXCEPT AS NOTED.ERROR OF MONUMENT#7 584°44'31'W - /^- .. ��\ d�j, ELECTRIC ex-HE CLOSURE FOR THIS IMPROVEMENT SURVEY PLAT IS LESS THAN 1:15,000. V IRRIGATION 5 —lain SYMBOL LEGEND EDGE 100YROF FLOOne AIN 1 ,, ��:IEI • ELECTRIC METER 0 / '' BOXES(TYP.) P. A,7° I STORM CLEAN EXISTING HO STORM j11//iii 0 I� 0H'/ q }. TV PEDESTAL ® TELEPHONE 11 ` PERVIOl)$ OUTRIV:793461' 1 • 1 ,''' ORT 6 PVC NE WATER METER ® CABLE TV 1 . TS CONCRETE C.11MN/ IRRIGATION VALVE SYe BY Iy S I0 7932.10' GASLEYE L` DATE: 01/06/23 ]yam (.�,P) ® G��� �N FOUND MONUMENT • FIBER OPTIC y CONSTRUCTION j j<(� FSONT IL PL O379� Aq"� STORM GRATE © TELEPHONE / F C -�?�Ipy . / '; � PLASTIC CAYELLOW DRYWELL ® SEWER LINE w SURVEYIN INC.INC' "4 t��,.c BEARS CAP I9 0.68'98 Jw Iy I MANHOLE 0 WATERLINE 2 3 T6 l� BeAR3364°13'03"W PVC RISER �P ��744 Q%'QII (�Q7131- �. \ WINDOW WELL WR' TREE LEGEND '�i lu'/11j11 TLE BO c°y \ SPOT ELEVATIONS 0000.00' '' pGRA12L ROFR `` T7 s'O RIDGE SPOT ELEV : e DECIDUOUS TREE(D) AS-BUILT ENGINEERING CERTIFICATION STATEMENT: A'C . Y 7933 SIGN L CONIFEROUS TREE(C) V LIG CLEANOUT NEW WATER L,` POLES FIRE HYDRANT b" Z.D X?'T-TREE DIAMETER X TREE HEIGHT I,THE UNDERSIGNED REGISTERED PROFESSIONAL ENGINEER,CERTIFY THAT I HAVE INSPECTED THE AS-BUILT LINE h` ,3 SURVEY DATA FOR PROJECT SITE:LOTS M AND N,BLOCK 25,ORIGINAL TOWNSITE OF ASPEN,AND HAVE (TYP.) _ ,, LIGHT POLE ),'S CONCLUDED THAT THE PROPERTY WILL DRAIN ADEQUATELY IN CONFORMANCE WITH THE DRAINAGE PLAN MAILBOX T IEBO,..bER 7933 C.O.A.e'S SUBMITTED AND APPROVED BY THE CITY ON DATE: Git4NOEJ ,S P.. :"I NT#3 I5.00'R 4l'ENIIE 3 I O \w ��n\ ASPp,�TR' \ / / BY: DATE: w\� PE LICENSE NO. ----._,_ ______j \w _ Drawn By: NO. Dale Revision By w JG WINGSTONE TOY COMPANY,LLC. Project NO. \ 1 01/06/23 UPDATE PER COMMENTS JRN Checked By: CITY OF ASPEN,COLORADO 19080 P.O.Box 1746 1 44 Rifle,CO 81650lir '�N AS-BUILT SURVEY Phone(970)625-1954 Date: Fax(970)579-7150 DECEMBER 05,2022 LOTS M&N,BLOCK 25,CITY OF ASPEN NOTICE:ACCORDING TO COLORADO LAW,YOU MIST COMMENCE ANY LEGAL.ACTION www.peaksurveyinginc.com Computer File: 630 W.HOPKINS AVE. BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AMR YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT MAY ANY ACTION BASED UPON ANY 1 OF 1 THIS SURVEY BECOMMENCEON. THAN TEN YEARS FROM THE DAEE.'THE s� Since 2001 �4, 080-AS-BUILT