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HomeMy WebLinkAboutFile Documents.121 E Hyman Ave.0149.2018 (100).ARBK r Nght�,Rea DRAINAGE AS— BUILT SURVEY N g/er tr °n P P UTE WEST TOW\ H OIV ES LOT A w K;9 '2,,m 5AOuntoin In. o• 0' View Dr. F " NO/%w ow°f ,L ,P o PMestoke° S°w BunnY L I. • °9„,.,, Rq„,,, d9e R �'tl_P \w\ .0 , PI R Mtnco, .'1 w\ p wq SITUATED ON LOTS E & F BLOCK 69, CITY & TOWNSITE OF ASPEN, S\eTra J5.o�,O(o B , ..tkr h'i�o go\C\�ii•' o / I \wqN / / PITKIN COUNTY, COLORADO \Yo cT o ,,a D'Institute T\n9 y Ly ? w\ o -R° \ Music A oU1' rn o Tent Sho // \w 3 Gilles.ie Lend Duc' Ln.$, -o o�� ®�A®B�� P `�/ EAST HY AiTroan creek ,. A. S: M N a 2 W ©��©eir-�©4 ° I N8a,WON A VENUE ° Hos•2, co ��`��e� 7 3 3 v` s �!y .y. t o o, tR d I 4 r 0 3_ a el�6onn- ~ °LOCATION v *Zts 3` FEET 10 0 10 FEET Al% 'the VICINITY M A Fs'r °'kspur � a •- GRAPHIC SCALE N.T.S. � 3 3 St 5 w, 908 1 inch = 10 ft. OT _ 0£Wq<k ONCR£ CONTOUR INTERVAL = 1 FOOT FOUND NH.4 r^ S �$0 3 PLASTIC CAP RED s°e.:LMSpIA 9 11 3EJ90 7909 ����� (HELD.=79N) I':0yy6ccT 3 , _`` 32,OS' TWA EL.=7soe.3r ,y �: 2.0$, a Err LEGEND ,�y�Q•i, ro D\S,BACIE w a°B , 0 2.95, FOUND NO.5 27.95, 4 /' ��SHEET 1 PiONE 0,1 PLBAR AND YELLOW / / A,IO \, 1� AP ti 1.4 e./io— A 5545'R53'W OQ FOUND PROPERTY CORNER/REBAR AND PLASTIC CAP AS DESCRIBED. �� " \1 0ocanONECORD o co -—- Sa GAS-—- E UNDERGROUND GAS MAIN GPS OF p3 Z s[[T 1 .< a 10 uj S.ouan'ncH ,, /w 'Ir v N -—-CT/-—- STONE--- s--- SANITARY SEWER AWERCEPMA,VAULT % • /on VENEER [[ + f MN¢AIS AV EL=75.16 '0 6IV.OUT EL=RAMO 1. - ~ a CITY OF GPS MONUMENT———w——— =WATER LINE AS DESCRIBED O �ry / TOP N T R2 00 ---E-T-c--- =UNDERGROUND ELECTRIC,TELEPHONE,AND CABLE TV J 7/ �Aa itB7 KE GALENA o --- r --- =UNDERGROUND TELEPHONE LINE 0 ''S'4 / µpar NOTES CDI d z:. 8/ END STONE • S 44'50'49" W --- E --- =UNDERGROUND ELECTRIC LINE /A VENEER 4.00' M�<; / ADDRESS: 121 E HYMAN AVE. --- G --- =UNDERGROUND GAS LINE . LOT A BASIS OF BEARINGS IS A FOUND REBAR WITH A RED PLASTIC // CAP AT THE NW CORNER OF LOT A AND A FOUND REBAR WITH A 0E =ELECTRIC MANHOLE LOT D Lor AREA=3,060 SQ.FT.A) YELLOW PLASTIC CAP AT THE SE CORNER OF LOT B, SAID BEARING / 2 STORY 0 ctl /p / PATH BASEMENT TOWNHOUSEEVEL _` BEING S 75'G9'11 E. ❑T =PHONE PEDESTAL �•r" / II LOT A O O Iem =CABLE TELEVISION PEDESTAL / o LOT A AS SHOWN HEREON, DOES NOT LIE WITHIN THE LIMITS OF A 100-YEAR FLOOD / (LOT AREA=3.060 SQ.FT.±) of HAZARD BOUNDARY. GM =GAS METER CNEEN APaOEn / CONSTRUCOON _ LOT B THIS SURVEY IS BASED ON THE PLAT OF THE UTE WEST TOWNHOMES RECORDED IN PLAT N =ELECTRIC METER / BOOK 5 AT PAGE 17, PREPARED BY ASPEN SURVEY ENGINEERS IN JULY OF 2000. AN / z STORY TOWNHOUSE 3 UPDATED TITLE POLICY WAS NOT PROVIDED FOR PREPARATION OF THIS SURVEY. •DS =DOWN SPOUT OF OUTSIDE PERIMETER Dilk WITH BASEMENT LEVEL _ 2.9' =PVC PIPE AS DESCRIBED 2909 / M� ,� v �� ELEVATIONS ARE BASED ON A GPS OBSERVATION UTILIZING THE MESA COUNTY RTVRN / coTinw;oN°Lor uNE O ;o LOT B NETWORK (1988 ORTHO DATUM) WHICH CORRESPONDS TO AN ON-SITE ELEVATION OF 7908.31' ON THE C.E. =COMMON ELEMENT • ��1 SEE ADJACENT O.,d- v '9/ / NORTHWESTERLY CORNER OF LOT A AS SHOWN. THE NW PROPERTY CORNER OF LOT A AND ENO S / STAIR BASEMENT '�'ft 'LOT DIMENSION DIAGRAM' 'O GOOD �/ / o =SEWER CLEAN-OUT 17&,•y°er ®` LTO EVEL Q;y p THUNDER (o N/ `/ THE NE PROPERTY CORNER OF LOT B ARE TIED TO CITY OF ASPEN GIS MONUMENTS #3 AND `. ` ^a- CONDOMINIUMS / #2 RESPECTIVELY. '• "'�� ®q 2 / / MUTUAL RECIPROCAL UTILITY LOCATION SHOWN HEREON ARE BASED ON ACTUAL FIELD LOCATES. THE UTILITY LOCATES / / �� �� , 2.9A -/ ACCESS EASEMENT FOR 4, IN THE ALLEY WERE EXISTING AND THE ON-SITE SECONDARY UTILITIES WERE LOCATED VIA A 1I/ ' � �1 2'g A.D.U. • GROUND FAULT LOCATOR. UTILITIES SHOULD BE RE-VERIFIED 48 HOURS PRIOR TO FUTURE EXCAVATIONS. �'� �#(4ffriii I* io BUILDING TIES TO PROPERTY LINES ARE FROM THE PERIMETER OF THE BUILDING AT 48" ABOVE THE GROUND. d A.D.U. i( , 3 2 SEE SHEETS 2 & 3 FOR BASEMENT/CRAWL SPACE AS-BUILT AND DETENTION DRYWELL DETAILS. RELow 41 , -,0 . MEN lcoNc ���I o REBAR A�D ALUM. R t RI kE qT� FOUND p RE o 0 CAP(DISTURBED) ..(. aowc W \, �, Zg�O ^j- L CNT \ ra •A. - BELOW WF((S itirty >917 .�' �.'6.,A's'NA(r-- ?• ORIV£AY BOLLARD sn.ze 1 17 '` 7 3o.05' ELEC. al .. +... 3 ls'H `E ABuw,. MANHOLE \ s\ \ D�$ °T \ --\ / \E\ SECT 11-8__ --- \\\s(,---- �ND`RQUND +7sn... 2g'95 FOUND NO.4 29.95, REBAR AND RED UND S£WER E�`PRIMARY PLASTIC e". G --a �cTV,£RGROUN s MAIN E _LEC lC Ls Islzs D CABCE _ � �012 0 (HELD FOR ROTATION) -crv_T£IEVISIQN\s, E' �ND£gCROUNp --\--\ `-E_ A<<EY "q R^-G-'S''S=n=_,s\ LOT DIMENSION DIAGRAM DeCOCK 6g MqN 9' Al \ AGE AS- 3UILT SURVEY AS-BUILT SURVEY CERTIFICATION STATEMENT: I.the undersigned Registered Land Surveyor,hereby certify that the elevations,grading UTE WEST T 0 W\ H 0 fV ES, L 0 T A and drainage features shown of the property described as: Ute West Townhomes,Lot A (121 E.Hyman Ave.)were developed from surveying the property in March of 2021 and REGISTERED PROFESSIONAL ENGINEER'S STATEMENT: accurately depict the devotions existing during the survey. The elevations may change UTE WEST TOWNHOMES, LOT A subsequent to the survey due to subsistence,upheaval,erosion,acts of man or other I,the undersigned Registered Professional Engineer,certify that I have inspected the factors. Therefore,this certificate may not accurately depict elevations,grading and as-built survey data for the project site: Ute West Townhomes,Lot A SITUATED ON LOTS E & F BLOCK 69, CITY & TOWNSITE OF ASPEN, drainage patterns after the date of survey. Easements are shown per the plat unless (121 E.Hyman Ave.)Aspen,Colorado and have concluded that the property will noted otherwise. No part of this Lot within the 100-year flood plain as defined by drain adequately in .nformance with the drainage plan submitted and approved PITKIN COUNTY, COLORADO FEMA,except as,t_,-.),,\error of closure of bearings and distances is less than by the City o "ii��xx. 1/15,000. __p00 L/p,VI,1 SrPPOO L/QF",II- �.:,y IC 1, O:N10 Bq (r I,, 9; F %0'1 T.O By: %.ij;'0 V 9. 1, Date ey i y;x 38751 a.¢ Date i iz 35088 ) i 4-27-21 CITY OF ASPEN PITKIN COUNTY COLORADO %�'. ._ 4-27-21 / /V 4i,'1..1 .-I SCALE: 1" = 10' DATE: APRIL 2021 For and be'Si x •.C•,Q'' II,'°6g )'av� NOTICE: ACCORDING TO DEFECTO LAW YOU MUST COMMENCE ANY LEGAL I,‘ AL5 L`�"pNNf-J= PE License 1V\$/ = PINNACLE DESIGN ACTION BASED UPON ANY ON THIS SURVEY WITHIN THREE YEARS \N'S5 S 0'_ Ns.,,,„,-� 805 BUCKPOINT ROAD AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN CARBONDALE, CO 81623 YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON.THE (970) 963-2170 l CERTIFICATION IS VOID IF NOT WET STAMPED WITH THE SEAL OF THE SURVEYOR. SHEET 1 OF 3,' r 1 DRAINAGE As-BUILT SURVEY UTE WEST TOWN H OV ES LOT A FEET 5 0 5 FEET GRAPHIC SCALE 1 inch = 5 ft. TO 4" AREA DRAIN BASEMENT LEV£\HED FLOOR EL. = 7898.11 TOP M MAIN SLAB EIL E 789Z86 \ 4"SCH. 40PVC / FROM ROOF DRAINS \`Cf 'N.N...: 4"SCH. 40 PVC (FROM AREA DRAIN CRAWL SPACE o MECHANICAL // NOTES: PUMP VAULT �� DETEN 170N/WA TER QUALITY DRYWELL 1. SEE DETENTION TANK ELEVATIONS ON SHEET 3 OF 3. SEWAGE EJECTOR +, - 2. SUBSURFACE PIPE LOCATIONS WERE ESTABLISHED BY FIELD SURVEY AND FROM PUMP VAULT INFORMATION PROVIDED BY CONTRACTOR. / r f 6"SCH. 40 PVC 0-1.8Z // _ ! �� 4"SCH. 40 PVC \ 410/ �6"SCH. 40 PVC B-1.6% FROM ROOF DRAINS 6"CAST IRON VERTICAL PIPE TO EXTERIOR 2" VENT P/PE TO ROOF 2"SCH. 40 PVC CRAWL SPA CE/BA SEMEN T PUMP DISCHARGE PIPE __ ' 9%,i; Bq Fyd'111,, 1-; OQ:PpC B�CF:.‘ ci i x 35085 v: : :s 3/8751 : S" IONM.E ��' LLAND= DRAWN&DESIGNED BY. REVISION DATE DESCRIPTION BY CHD CA YTON ASPEN, COLORADO SCALE JOB NO DATE r=5' 201809 4-27-21 H.E.B. RENEWED BY PINNACLE DESIGN CONSULTING GROUP, INC, CA YTON RESIDENCE REMODEL - 121 E. HYMAN AVE. SHEET NO: CHECKED BY DATE FOR CONSULTING ENGINEERS • 0805 BUCK POINT ROAD BA SEMEN T DRAINAGE SYSTEM SCHEMATIC AS-BUILT 2 OF 3 H.E.B. CARBONDALE, CO 81623 • (970) 963-2170 PARCEL NO. 2735-12471-002 DRAINAGE AS- BUILT SURVEY UTE WEST TOWNHOVES LOT A NOTE NOTE 1-1/2"TOPPING SLAB 1-1/2"TOPPING SLAB NOT SHOWN NOT SHOWN 6"STEEL CURVE PERFORATED PIPE COVERED W/TH MIRAFI FABRIC SOCK (ACCESS MANWAY)BEYOND (ACCESS MANWAY)BEYOND (BEYOND) 24"DIAMETER CAST IRON FRAME AND 24"DIAMETER CAST IRON FRAME AND SOLID COVER 6"STEEL CURVE SOLID COVER 30"DIAMETER CAST NEENAH FOUNDRY NEENAH FOUNDRY IRON RING AND SOLID PERFORATED PIPE TOP OF 4"CONC.R-1593 FRAME(4"HIGH&24"ID) COVERED Wl77)MIRAFI SLAB(TYP.) R-1593 FRAME(4"HIGH&24"ID) COVER 6"SCH. 40 PVC INLET R-1593 COVER WITH T-SEAL GASKET FABRIC SOCK R-1593 COVER WITH T-SEAL GASKET (ACCESS MANWAY) TEE BEYOND 2"PVC I+ VENT PIPE 1 TOP OF 4"HO&MAIN _ TOP OF 4"VD AND 1'-9"MAX. TO q^ q• FIRST STEP BASEMENT SLAB a o a• INVERT OF INLET PIPES BASEMENT SLAB =� INVERT OF INLET PIPE EL. =7B Illi }e I INVERT 7896.16 EL. =789786 SLAB 2'-5" ®7896.16 TOP OF SLAB 2-5_ * I TOP OF SLAB •" SOUTH WALL EL.=7895.01 5� INVERT OF 6"OUTLET EL.=7895.01 �� 5' 30"DIAMETER MANHOLE ,—' 1 TEE®7B9570 30"DIAMETER MANHOLE 1 I CAST IRON FRAME AND q6• CAST IRON FRAME AND 4'-6" SOLID COVER(BEYOND) SOLID COVER(BEYOND) IMI INLET PIPE(TYP.) BOTTOM OF TANK 7B90.1 r �l BOTTOM OF TANK 7890.1 TOP OF FOOTING ff 8" 8' q 1"DIAMETER TOP OF FOOTING 8"y H -.-8"B" 6"SCH. 40 PVC 90' BEND ALL MANHOLE STEPSPERFORATED(HOLES) PLASTIC COATED MA 14 4" AT 12'O.C.E.W. f 6'-10"—..- INDUSTRIES OR NOTE- IN WALLS EQUAL 16"O.C. (BOTTOM 48") SEE INLET AND OUTLET PIPE DETAILS SHOWN HEREON CONCRETE DETENTION NORTH TANK ELEVA TION CONCRETE DETENTION TANK WEST ELEVATION NTS DETENTION TANK INLET DETAIL N T.S N.T.S. 6"SCH. 40 PVC OUTLET TEE 1} O 8"-- f o No TOTAL TANK VOLUME = 13' X 6.92' X 5.5' = 494.8 CF 6"SCH 40 PVC TO PUMP VAULT 4'-4" NI''N_.. OUTLET PIPE(TYP.) 6"SCH 40 SCREW END CAP CONCRETE DETENTION TANK PLAN VIEW SCALE- H- 1"= 5' DETENTION TANK OUTLET DETAIL N IS "' 0O L/ " - 0.L/06. q 01/4 ma's 38751 s�xS ;,',,A,_.. .. v: , s 35088 s[ p. // a : y 'AL LAB= h`,s6/ONALv--- DRAWN&DESIGNED BY REVISION DATE DESCRIPDON BY CHD CA YTON ASPEN, COLORADO SCALE JOB NE DATE N.T.S 201809 4-27-21 HER.. REVIEWED NY PINNACLE DESIGN CONSULTING GROUP, INC CA YTON RESIDENCE REMODEL - 121 E. HYMAN AVE. SHEET N0: CHECKED BY DATE FOR CONSULTING ENGINEERS • 0805 BUCK POINT ROAD DETENTION TANK EL EVA TIONS AND DETAILS 3 OF 3 HE B. CARBONDALE, CO 81623 • (970) 963-2170 PARCEL NO. 2735-12471-002