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HomeMy WebLinkAbout828-905SHEET INDEX CVR COVER SHEET 1 SURVEY & CERTIFICATES 2 INTERPOLATED GRADE 3 GENERAL NOTES 4 DEMO PLAN 5 OVERALL SITE PLAN 6 MAJOR BASINS 7 SUB -BASINS 8 GRADING 9 STORM LAYOUT 10 STORM DRAIN PROFILES 11 CURB AND GUTTER 12 SIDEWALK ALIGNMENTS 13 SIDEWALK X -SEC. 14 HOPKINS SIDEWALK X -SEC. 15 S ASPEN SIDEWALK 16 UTILITY PLAN 17 DETAILS 1 18 DETAILS 2 19 DETAILS 3 20 EROSION CONTROL PLAN 21 EROSION CONTROL DETAILS 22 SITE PLAN 23 PLANTING SCHEDULE & NOTES 24 PLANTING PLAN 25 PLANTING PLAN 26 PLANTING D ETAI LS 27 LOWER LEVEL FLOOR PLAN 28 MAIN LEVEL FLOOR PLAN 29 PARK LEVEL FLOOR PLAN 30 UPPER LEVEL FLOOR PLAN 31 ROOFTOP PLAN 32 ROOF PLAN 33 WEST ELEVATION 34 NORTH ELEVATION EAST ELEVATION r35 36I SOUTH ELEVATION 200 SAS N 200 South Aspen Street, Aspen, CO 81611 FINAL APPROVAL DOCUMENTS; HOTEL LENADO I 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 f CONSULTANTS SURVEYtJR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 Jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 2001) Basalt, CO 81621 (970) 948-7474 richardg@rfeng.biz :STRUCTURAL KL&A 215 N, 12th Street, Unit E Carbondale, CO 81623 (970) 927-5174 mlyons@klaa,com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 " Avon, CO 81620 (970) 748-8520 taylor@aec-vail. corn CONTRACTOR :. Madigan +Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco,co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 don na@dgainteriors.com f FINAL APPROVAL DOCUMENTS COVER SHEET CVR n,I dL AreAve.- According/ to Calosaab low you must commence wW AWW aCtson 6ased upon any &r,&ei w this jMW .♦► se/se l yat aeon aasedr up= any defect in jwwy be comsnereced more #,Lm ten years a►jihe dale of she cer*y ca0W-m .shouse L rVt .l'to S4Vffl# .!7WC "W74WsT 923 Cooper Street Glenwood Sprh7gs, Colorodo 87601 (970) 928--9708 (FAX 947-9017) J4v.1W00M Q o Plat of HOTEL LENA D 0 LOTS A, B AND C M BLOCK 75 Cl"T'YAND TO WNS17'E OF ASPEN PITKIN COUN7 , COLORADO 9 LEtW AMD MOM%. GRAPHIC SCALE — a 1AUCA7W FUM NO. 6 RESAR WN NO CAP ,o 1 /AWCAW F01M NO. 5 REW NON 1 1/f• MEU0W PcasnC CAP (f U=E) t – DA7E CF SMWer. OC70 AW 31, 2014 I inch = to rt. – UNIT of ArASwooevr US SYRVEY mor – WS PRaWR7Y /S 1.00AW /N MVE X (AWAS AEiEii31NWED TO SE OUTS' Stab YEAR nOWRAW) PM FWA MAP PANEL ma 0"M0203C DAMV AM 04 IM7. – Ul"mmw MAfivw acs BY Gj7VT Lom 7m OCrowi' 31, 2014: – aFAMVCS AAE BASED WaV A FOUMD Nay REBAR WN A 1 1/4" MLOiW �_ -- PLAS71C CAP (AZE) W VE SOMWSY RC Y CaVWM AAV A NO. 6 IMBAR av vc N7RINNES7ERCY AAR w of SiA+a7' LOT A. O WC A BEARING OF -- S 14'50'46" W BEMMV 7W 7NO VE301M MCAN it WM Does horRs- ;msvr A 7ME'SURCH BY nWS SWWM 70 ME;MERMW O#AiMW OR ♦ DISCOWR EASSWEIM OR OrAM DVWWRANXS COWIAIVVr ISSM BY A 77VAWEYSw ACEWY OF ASPEN, A4?ZV FEWUARY 26, 2M4 AS ORM Na 1400MIa IM PRAo1F.1?1Y /S ZANEO MU14P. /. w -� r �J- ♦ ,-7IF / – ALL RaADS AM ALL M AW FM PIF KIC USE PET? RECQRM HOTEL UW" Ciawaw"s PLAT fiEwRm Favrwy 6 1967 /N PLAT MW 41 AT Cityy of Aspen PAGE 79, AS MM771QV NO. 401585. 27=7337002 T_11 / f -.7/ / Plat of Hotel Lenado -2-0-0se Aspen, CArtlflaO� Gl�dkastbrr md�Owrew�drb D� �0L LL -C, Know a1Y by tiheee p�►rsdrrts that l�Dr'lawarp�C�„ iP aee��g' tiieyowner of d/ idiot rMa/ PtY sltuat+rd ki the dty of Aspen, Caowty of Pltk�h, Stote of G'lofarlQdaj, said rt�rat praoperty bekig marcs partkcr/ar/y armed as h tots A, B and C h &oc* 74 My and TownsVte of Aspen, Pf&h Countj; W"do. =AM0401 qn4ff*8y9rf raranems, nw a or tm& A.D. 2017. B,yc OGS?iLa Ower 0. Awo re. 1'tY+ Atok rIbvl i%n t:b+nponj STA7E CF J, 7760 ) Ca0UN7Y or Tho fSlaaternerit of Or►iev^sh b was admowfedged befam me itr ` day of �/� A.D.,/2,0''17 My canmArsdb 7 *Wke.R• � �W �W JENNIFER OLSON Notary Public WMES.S' my hold and ofikk/ sed. State of Colorado Notary ID 20074009921 My Commission Expires Nov 25, 2019 ft Publ 7hk Plat was appmtr,ed by Aspen PYann g and Zanlrrg Ca►nmkaVor► on die 180, doy of OatataW 2414% by Resatu No. 9 So *w of 2WO nee�carded h the Offleo of the aw* and Reocird�er of Pll 1h Cove Col! Ror<.bptlbn Mo. 66346?. l� Qwk Attest: City CA v* .0=00AK 1ko__mrt►ant Dkodar AMMis 7hk Ptd wawappfv the Gbmmunl Detrte/ t DA�etor of the City of Aspen, State of Caaforado an 0: 1 day of 2017, P,� 4YAM*,aWAjtA.2 Ity cpmerit Opsctar y of Aspen, Cokraeiob 61 Akugd=t Raid= Thier Plat wow 1vWW god for tike dspktlarr of Oe Ene,Ah@w*g Depaer6rw7t su wy roWhwnents on thk -Al 9'r aby ofJP,��A�y 2017, YV 1V1�c f �t1 tt ( 1� ab hwvby certhy heat / how earanrhed the T/0e to sy lamb hWWfi d dk.vted and shown upon thk plot and that Wo to such Anda k /n the doodbotar flee and dew of W /lent tarxw and wwonbraamcog a rcVted as Hollows; �h05C Y i nn*e q 06 3 LI 0– $D jWft Otn 6,�%W (Ack tf A *,Y%v Avq 23, 21)1 VA IM day of �,�h_ ASL v� „_.; AD., 2017. By agg acrd fioge dsr'a [a nysoff& 7hk Plot war Sod for rroord bi the Offlos of Me C7w* and Reeordir of PNek County, Cdaado„ at ______ o'dock —M., an Me d^ � ..._., A.D., 2017, h Plat Book Off Po_____.� pe at ReeepHean No. to� a** and Reowded PAM Cors►tx Worada Aspen Street, Colorado 81611 &vm * DMC aa� 01/23/2077 Z• W17�H0fWLelnadoI Pl►a►tfbrCOA 1HoWLen �F,a x � .`Vv F GRZ PHIC SCALE 110 0 5 10 a•� W FEET }` 1 inch = 10 it. iz Storm Droln 'y A P (D = Storm Manhollo` @D = Sanitary Server Manhole f• j (TR= Telephone Monhole °.` [] = Electric Transformer 3t f = Phone Pedestal [N] =Gas ate► IMP = ectrio Meter a 1 • — Hydra, t WV d = Water Valve a • F 4 t f i �r MLAL4' Notice.• Site Bench Mork = 7901.14' lovords)V to Colorado law, you must commence a legal action based upon any defect in this suurthin Moo 'Arst eyr suh fectIneveyt may any le al actson based thss survey be commencedmonPthane ten years J-hom�tlee date of the cert %w1ion shown hem so. Curb sem Y S �- �crete �. v!/t!l Fa�i7 TIITTLJ' SLrRV FIM ,S1s'R'f�IC'67S 727 Blake A venue Glenwood Springs, Colorado 81601 (970) 928-9708 (FAX 947-9007, 'mail— ,y'e,OVtss--us, com �ven� e • ----..,..780.3'-----,-„�--�,,,._ City of Aspen 273707337002 /1901 . = 2.0' feet Interval Historical Topographic Tines GAS CAT1A- — SS W Interpolated Grade Interpolated Grade HOTEL LENADO LOTS 14, B -k VP C I1V RLOCA” i''S, CITY .41VII TO#rVSIFP OP 14SPZA PITIYIN COUNTY, COLOP4jO0. THIS PROPERTY /S SUBJECT TO THE FOLLOWING EXCEP77ONS PER CCWM17UENT NO. 14003210.• 8. Exceptions and Mineral Reservations as cantoined in the Patent to Aspen Townsite dated June 2 1881, and recorded March 1, 1897, in Book 139 at Page 216, as Reception No. 060156. (Nothing to show). 9. Right of way for ditches or canals constructed by the authority of the United States as reserved in the United States Patent dated August 21, 1954 and recorded August 29, 1958 in Book 185 of Page 69, as Reception No. 106874. (Nothing to show) 10. Terms, conditions, provisions: agreements and obligations specified under the Multipurpose Easement Agreement, Electric and Communicotion Utilities, doted A/oy 27, 1976, and recorded July 19, 1976, in Book 314 at Page 472, as Reception No. 185487 (As shown hereon). 11. Terms, conditions, provisions, agreements and obllgotlons spechled under the Statement of Exceptlan from Full Subdivision Process for the Purpose of Condominiumizotion of the Tire Hotel Lenodo Condominiums, doted May 26, 1983, In Book 445 of Page 811. as Reception No.. 250404. (Nothing to show). 12 Terms, cond/tlons, provlsionA agreements and obligations speclAed under the Encroachment Agreement recorded December 12, 1990, in Book 635 of Page 931; as Reception No. 328752. (Approximate /ocatlon as shown hereon). 13. Terms, conditions, provlWM4 agreements and o5llgatlons speci,l'ed under the Condominium Declaration for The Hotel Lenado Condominlums (a Cmdominlum) recorded May 26, 198,, in Book 445 at Page 814, as Reception No. 250405. (Nothing to show, 14. Terms, conditions, provisions; agreements and obligotions specified under the Declaration of Covenants and Restrictions for The Hotel Lenodo Condominiums, recorded May 26, 1983, in Book 445 at Page 839, as Reception No. 250406, and Amended and Restated Declaration of Covenants and Restrictions for Hotel Lenado Condominiums, recorded February 1q 1984, in Book 460 of Page 842, as Reception No. 257266. (Nothing to show). 15. Any and all notes, easements and recitals as disclosed on the recorded Hotel Lenado Condominiums Plot recorded February 6, 1997; in Plot Book 41 at Page 79, as Recepticn No. 401585. (As shown hereon). 16. Terms, conditions, provisions; agreements and obligotions specified under An Ordinance of the City Council of the City of Aspen, Colorado, to Rezone Specific Properties from Lodge Preservation to Underlying Zoning with a Lodge Preservation Over/oy (Ordinance No• 2, Series of 1997) doted January 13, 1997, and recorded September 3, 1997, as Reception No. 407979. (Nothing to show). 17 Roofed O'iong being outside of the building setback on the West side of the subject property. Building and Window Well being outside of the building setback on the North side of the subject property, as shown on the Improvement Survey Plot provided by Tuttle Survlsying Services dated February 25, 2014. LEGEND AND NOTES, — o INDICATES FOUND NO. 6 REBAR — ® INDICATES FOUND NO. 5 REBAR WITH 1 1/4" YELLOW PLASTIC CAP (ILLEGIBLE) — DATE OF SURVEY OCTOBER 31, 2014 — UNI T OF MEASUREMENT US SURVEY FOOT THIS PROPERTY /S LOCA TED /N ZONE X (AREAS DETERMINED TO BE OUTS/DE 500 YEAR FZOOOPLAIN) PER FEMA MAP PANEL NO. 08097CO203C DATED JUNE 04, 1987 UNDERGROUND MARKED LINES BY CLIENT LOCATED OCTOBER 31, 2014. BEARINGS ARE BASED UPON A FOUND NO.5 REBAR WITH A YELLOW PLAS77C CAP (ILLEGIBLE) ON THE SCUTHWESTERL Y CORNER AND A NO. 6 REBAR ON THE NORTHWESTERL Y CORNER OF SAID LOT A. US'NG A BEARING OF S 14'5049" W BE7INEEN THE TWO DESOTIBED MO1vum1.:N S THIS SURVEY DOES NOT REPRESENT A 777LE SEARCH BY THIS SURVEYOR TO DETERMINE OWNERSHIP OR TO DISCOVER EASEMENTS OR OTHER ENCUMBRANCES OF RECORD. ALL /NFORMA776N PERTAINING TO OW14ERSHIP, EASEMENTS OR OTHER ENCUMBRANCES OF RECORD HAS BEEN TAKEN FROM A 777LE Caw 71NENT ISSUED BY ATTORNEY'S TITLE INSURANCE AGFNCY OF ASPEN, LLC DATED FEBRUARY 26, 2014 AS ORDER NO. 14003210. — THIS PROPERTY IS ZONED MU14 P. HISTORICAL 2.0 FEET INTERVAL CONTOURS PROVIDED BY ARCHIMCT. — CONTOUR ELEVA TIONS BASED ON 88 DA TUM. — ALL ROADS AND ALLEYS ARE FOR PUBLIC USE PER RECORDED H07FL LENADO CONDOMINIUMS PLA T RECORDED FEBRUARY 6, 1997, IN PLAT BOOK 41 A T PAGE 79, AS RECEP7701V NO. 401585. S'URVEYOR'S CER 17F/CA 7E.- 4 .1, JEFFREY ALLEN AV TME, BEING A PROFESSIONAL LAND SURVEYOR /N 77 -IE STA 7F OF COLORADO, DO HEREBY CER77FY TVAT THIS HISTORICAL TOPOGRAPHICAL STUDY WAS PREPARED FROM AN ACTUAL MONUMDVM9 LAND SURVEY OF THE PROPERTY CORNER MONUMENTS, BOTH FOUND AND SFT, UNDER MY DIRECT SUPERVISION AND GNECY/Na THA T l T IS CORRECT 70 THE BEST OF M Y BELIEF AND KN0WZEDGE AND THA T ALL DIMENSIONS, 807H LINEAR AND ANGULAR WERE DEMRM/NED BY AN ACCURATE CON7RROC SURVEY /N 7NE FIELD iWICH BALANCED AND CLOSED WITH/N A LIMIT OF 1 IN 15,000 (WHICH COMPLIES W TH COLORADO PROFESSIONAL STANDARDS FOR A LAND SURVEY PLAT AND 77 -IE CURRENT A=RACY STANDARDS FOR AL TA/ACSM LAND 777LE SURVEYS).' l FURTHER CER77FY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE, NOVEMBER 1, 2014, EXCEPT U77UTY CONNEC770NS, ARE DV77REL Y WITHIN 711E BOUNDARIES OF THE PARCEL, EXCEPT AS SHOW AND THA T MERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSNG OR BURDEN/NG 11 "� OF SAID PARCEL, EXCEPT AS NOTFD. .'� Note: 7h1s topography map complies with Natlono/ Mop Accuracy Standards for topographic maps More checked 90.E of points Mould be within 1/2 the NjKr ✓ 8, 2016 contour interval and well defined points should be plotted within 1/50 of their true position. GYitical L. S. 33638 DA 7F design should be based upon spot elevations, please ., contact Tuttle Surveying Services for this spot elevation information. 200 S. Aspen Street, Aspen, Colorado 81611 Drawn by., LJW Dote: 05/03/2011 Z: 12016ote✓ Lenodo 2 his, L LgENJ ........................................ EXISTING CONTOURS PROPOSED CONTOURS — — PROPER T Y L INE ---------- EASEMENT ORA INA GE SA SIN DEL INEA TION ----------- FLOW LINE —ws- ws PROPOSED WA TER SER VICE ---ss --ss PROPOSED SEWER SERVICE G PROPOSED GA S EROSION CONTROL NOTES 1. THE PROJECT CONSISTS OF THE OEMOLII-ION ANO RECONSTRUCTION OF THE HOTEL LENA D0, " L OCA TEO A T 200 SOUTH ASPEN STREET IN ASPEN, COL ORA D0. NEW SIDEWAL KS AND ADA RAMPS WIL L BE INSTAL L ED AL ONG A SPEN STREET ANL) HOPKINS A VENUE TO THE NOR TH AND WEST OF THE BUIL DING. 2. THE CURB AND GU T TER ON A SPEN S T,4 NO HOPKINS A VE AND THE S TORM S YS TE/1-1 FOR THE PROPOSED CONSTRUCTION IS TIED INTO THE COA STORM SYSTEM. 3 THE UL TINA TE RECEI VING WA TERS ARE THE ROARING FORK RI VER. SEQUENCING 1. 5T1431LIZED CONSTRUCTION ENTRANCE, STAGING AREA AND PERIMETER EROSION CONTROL MEASURES SHAL L BE INS TA L ED PRIOR TO AN Y EXCA VA TION A C TI VI TIES. 2. S TOCKPIL EO MA TERIAL S SHAL L BE SURROUNDED WI TH FIL TER L OGS AND WEIGHED DO WN WI TH 5A NO BAGS, LOGS MA Y NOT CONTAIN STRAW. CONTRACTOR IS RESPONSIBLE FOR RE110VAL OF DIRT FROM VEHICL ES L EA VING THE SITE 3 AL L ORA INAGE 5TRUC TURES SHAL L BE PRO TEC TED B Y EROSION CONTROL MEASURES. d EROSION AND SEDIMENT CONTROL S TO BE INSPEC TED EVER Y FOURTEEN CAL ENDAR DA YS OR AFTER E VER Y S T ORM E VEN T THA T EQUAL S OR EXCEEDS 112 " OF PRECIPI TA TION. 5. CON TRA C TOR IS RESPONSIBL E TO CHECK THA TAL L EROSION CON TROL BMPS ARE FREE OF MUD, DIR T, A ND DEBRIS. A L L S TRUC TURES SHA L L BE CL EA NEO ONCE DEPO SI TED SEDIMEN T REA CHES 113 THE HEIGHT OF THE STRUCTURE. 6 ACTUAL L DCA TIONS OF AL L EROSION ANO SEDIMENT CONTROL MEASURES CAN 6'E FIEL D MODIFIED, IF NECESSARY, BY CONTRACTOR'S ENGINEER. 7 IF ANY TEMPORARY FL OW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK OHMS, SURFACE ROUGHENING AND ADOI TIONAL BMPS SHOUL D BE II;MPL EMEN TED. 8. RESURFA CING OR RE VELE TA TION PRA C TICES SHAL L FOL L 0 W A L L L ANO OIS T URBING A C TI VI TIES IMMEDIA TEL Y UPON COMPL E TION OF SAID A C TI VI TIES. IF RE VEGETA TION PRA i TICES A RE OEL A YEO, FINISHED TOPSOIL GRADE SHAL L BE PRO TEC TED A GAINS T WIND AND WA TER EROSION WI TH TEMPORARY EROSION CONTROL BMP'S IMMEDIA TEL Y UPON COMPLETION. 9. EROSION CONTROL FENCING AND OTHER E=ROSION CONTROL MEASURES SHAL L BE REMO VED AFTER ALL VEGETA TION SEEDING IS A T L EAST 80s GERMINA TED. CONTACTS � —E PROPOSED EL EC TRIC -T PROPOSED TEL EPHONE c PROPOSED CARL E co O PROPOSED SEWER CLEAN OUT D;> PROPOSED THRUS T BLOCK WV CARBONDALE, CO 81623 Nel PROPOSED GA TE VAL VE PROPOSED HYDRANT SUR VE Y S YmH OL S GAS DEPARTMENT ,*Q° PROPOSED WA TER SHUT OFF GENERAL DRA INA GE ARROW EROSION CONTROL NOTES 1. THE PROJECT CONSISTS OF THE OEMOLII-ION ANO RECONSTRUCTION OF THE HOTEL LENA D0, " L OCA TEO A T 200 SOUTH ASPEN STREET IN ASPEN, COL ORA D0. NEW SIDEWAL KS AND ADA RAMPS WIL L BE INSTAL L ED AL ONG A SPEN STREET ANL) HOPKINS A VENUE TO THE NOR TH AND WEST OF THE BUIL DING. 2. THE CURB AND GU T TER ON A SPEN S T,4 NO HOPKINS A VE AND THE S TORM S YS TE/1-1 FOR THE PROPOSED CONSTRUCTION IS TIED INTO THE COA STORM SYSTEM. 3 THE UL TINA TE RECEI VING WA TERS ARE THE ROARING FORK RI VER. SEQUENCING 1. 5T1431LIZED CONSTRUCTION ENTRANCE, STAGING AREA AND PERIMETER EROSION CONTROL MEASURES SHAL L BE INS TA L ED PRIOR TO AN Y EXCA VA TION A C TI VI TIES. 2. S TOCKPIL EO MA TERIAL S SHAL L BE SURROUNDED WI TH FIL TER L OGS AND WEIGHED DO WN WI TH 5A NO BAGS, LOGS MA Y NOT CONTAIN STRAW. CONTRACTOR IS RESPONSIBLE FOR RE110VAL OF DIRT FROM VEHICL ES L EA VING THE SITE 3 AL L ORA INAGE 5TRUC TURES SHAL L BE PRO TEC TED B Y EROSION CONTROL MEASURES. d EROSION AND SEDIMENT CONTROL S TO BE INSPEC TED EVER Y FOURTEEN CAL ENDAR DA YS OR AFTER E VER Y S T ORM E VEN T THA T EQUAL S OR EXCEEDS 112 " OF PRECIPI TA TION. 5. CON TRA C TOR IS RESPONSIBL E TO CHECK THA TAL L EROSION CON TROL BMPS ARE FREE OF MUD, DIR T, A ND DEBRIS. A L L S TRUC TURES SHA L L BE CL EA NEO ONCE DEPO SI TED SEDIMEN T REA CHES 113 THE HEIGHT OF THE STRUCTURE. 6 ACTUAL L DCA TIONS OF AL L EROSION ANO SEDIMENT CONTROL MEASURES CAN 6'E FIEL D MODIFIED, IF NECESSARY, BY CONTRACTOR'S ENGINEER. 7 IF ANY TEMPORARY FL OW LINE IS TO OCCUR DUE TO INTERMITTENT GRADE CHANGE, CHECK OHMS, SURFACE ROUGHENING AND ADOI TIONAL BMPS SHOUL D BE II;MPL EMEN TED. 8. RESURFA CING OR RE VELE TA TION PRA C TICES SHAL L FOL L 0 W A L L L ANO OIS T URBING A C TI VI TIES IMMEDIA TEL Y UPON COMPL E TION OF SAID A C TI VI TIES. IF RE VEGETA TION PRA i TICES A RE OEL A YEO, FINISHED TOPSOIL GRADE SHAL L BE PRO TEC TED A GAINS T WIND AND WA TER EROSION WI TH TEMPORARY EROSION CONTROL BMP'S IMMEDIA TEL Y UPON COMPLETION. 9. EROSION CONTROL FENCING AND OTHER E=ROSION CONTROL MEASURES SHAL L BE REMO VED AFTER ALL VEGETA TION SEEDING IS A T L EAST 80s GERMINA TED. CONTACTS A CRON YMS AND ABBRE VIA TIONS ADA = AMERICAN DISARIL I TIES A SSOCIA TION COA = Cl T Y OF A SPEN TBC = TOP BACK OF CURB F. F. = FINISHED FLOOR POC = POINT OF CONCEN TRA TION CFS = CUBIC FEET PER SECOND PERF. = PERFORA TED TOW = TOP OF WALL DIA. - DIAMETER RCP = REINFORCED CONCRETE PIPE TSF V = TO BE FIEL D VERIFIED DIP =OUC TIL E IRON PIPE S TA. = S TA TION OSS =OFFSET L. F. =L INEAR FEET EL. = ELEVATION X - SEC. = CROSS - SEC TION GENERAL NO TES: /. THE CONTRA C TOR SHAL L MA IN THIN AL L TREE/ VEGETA TION PRESER VA TION ZONES PER Cl T Y OF ASPEN REQUIREMENTS 2. TRAFFIC CONTROL REQUIREMENTS -A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR ANO IMPLEMENTEO BY A CERTIFIED TRAFFIC CONTROL TEAM. MAINTAIN ACCESS TO RESIDENCES A T ALL TIMES. TEMPORARY CLOSURE ALLOWED FOR U TIL I T Y WORK. PRO VIDE FOR ENE: RGENC Y ACCESS CON TINUOUSL Y. -PRO VIDE SA FET Y CONES, FL A G PERSONS, VER TICAL PANEL S WI TH BEA CONS, SIGNS AND BARRICADES A S NECESSARY TO PRO TEC T PUBL IC ANO WORK SI TE. - PRO VIDE SIGNA GE A S REOUIRED B Y OWNER AND L 0CAL GO VERNMENT WI TH JURISDICTION O VER AOJA CENT ROADS. 3. THE CON TRA C TOR MUS T CER TIF Y THA T A L L A GGREGA TES USED ON THIS PRO JEC T A RE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOL D CONCEN IRA TIONS ESTABL ISHED BY THE E.P.A. d. A SPHAL T PRIME COA T NOT REQUIRED UNLESS INDICA TED ON ORA WINGS PREPARED BASE COURSES SHAL L BE PRIMED A T CON TRA C TOR ' S EXPENSE IF THE SURFA CE HA S DETERIORA TEL? OUE TO TRAFFIC, WEA THER OR TIME L APSE BETWEEN SURFACE PREPARA TION ANO PL ACEMENT OF' BI TUMINOUS MA TERIAL S, SUCH THA T, IN THE OPINION OF THE ENGINEER, USE OF PRIME COA T IS REOUIRED. ADPL ICA TION RA TE SHAL L BE 0.3 GAL S/SO. YO. 5. DIL UTED EMULSIFIED ASPHAL T OR TACK CDA T SHAL L CONSIST OF ONE (/) PART EMUL SIFIED AND ONE (/) PAR T WA TER. RA TES OF APPL ICA TION SHAL L BE DETERMINED B Y THE ENGINEER A T THE TIME OF APPL ICA TION,. APPROXIMA TE RA TE SHAL L BE 0. / GAL. S. ESQ. YD. 6. THE FOL L OWING SHAL L BE USED WI TH EA CH BI TUMINOUS PA VER A ) A SKI - T Y'PE DEVICE A T L EAST 30 FEET IN L ENG TH. B) SHOP T SKI OR SHOE. 7. ANY SIGNAGE REMOVED DURING CONSTRUCTION SHALL BE REPL ACEO OR RETURNED TO ITS ORIGINAL L OCA TION. 8. ALL WORK SHA L_ L BE DONE IN S TRIC T A CCORDANCE WITH A PPL 1 CABL E SEC TIONS OF THE SITE SUBSOIL STUDY. CONTRACTOR TO NOTE REQUIREMENTS FOR EXCA VA TION, BACKFIL L ANO SUPPORT MA TERIAL S. 9. THROUGHOU T AL L PHA SES OF CONS TRUC TION, UN TIL THE FINA L A CCEP TA NCE OF THE PROJEC T, THE CON TRA` C TOR MUS T KEEP THE WORK SI TE CL EAN,4 NO FREE FROM RUBBISH AND DEBRIS. THE CON TRA` C TOR SHAL L AL SO ABA TE DUS T NUISANCE A S NECESSAR Y B Y CL EANING, SWEEPING AND SPRINKL ING WI TH WA TER OR 0 TIVER MEANS A S NECESSAR Y. THE CONTRA C TOR HA S TWEN T Y -FOUR /2QJ HOURS A FTER THE DEPOSI T OF A N Y EAR TH, GRA VEL OR 0 THER EXCA VA TED MA TERIAL TO REMOVE SUCH DEPOSI T. IN THE E VENT THA T THE EARTH, GRA VEL OR O THER EXCA VA TED MA TERIAL IS NO T REMO VED, THE ENGINEER WIL L DIREC T SUCH REMO VAL AND THE COST INCURRED SHAL L BE DED UC TED FROM THE BOND. DUS T CON TR OL WIL L ONL Y BE REOUIREO IF ADJACENT PROPER T Y OWNERS ARE AD VERSEL Y AFFEC TED OR IF DUST AD VERSEL Y AFFECTS MAINTENANCE- OF TRAFFIC DURING THE PROJECT SUCH THA T, IN THE OPINION OF ENGINEER, A WA TERING PROGRAM IS APPROPRIA TE. I T IS ANTICIPA TED DUST CONTROL WIL L BE REQUIRED ON THIS PROJECT: l0. THE CONTRA TOR SHAL L COMPL Y WITH AL L APPL ICABL E STANDARDS INCL UDING BUT NO T L IMI TED TO THE CITY OFA SPEN ENGINEERING STANDARDS AND CONS TRUC TION EXCA VA TION STANDARDS L ANOSCAPE NOTES 1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMO VE AL L ROCKS 0 VER THREE INCHES IN DIAMETER. PL ACE TOPSOIL TO A DEPTH OF SIX INCHES ON AL L DISTURBED AREA S. 2. PRIOR TO TOPSOIL PL A CEMEN T, AL L CU T OR FIL L SL OPES WIL L BE CON TOURED TO BL END WI TH ADJACENT TERRAIN. VARIOUS SL OPE MOL DING TECHNIQUES WIL L BE USED TO ENHANCE THE AESTHETIC QUALITY OF THE SL OPE, WHIL E MAXIMIZING THE RE VEGE TA TION PO TEN TIAL. ALL CUT ANO FIL L SL OPES AL SO BEING ROUNDED A T THE TOE TO BL END WI TH THE EXIS TING TERRAIN. ADDI TION4L L Y, WHERE SOIL S ANO STEEPNESS OF SL OPES PERMI T, TERRA CES WIL L BE CONSTRUCTED TO AID THE RE VEGETA TION PROCESS. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE, FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. s CL ULu � Cl VIL ENGINEER RICHARD GOUL DING, PE X SPO T EL E VA TION W ROARING FORK ENGINEERING J © 592 HW Y 133 m i 1 CARBONDALE, CO 81623 O S T ORM INL E T 970.310. x/30 SUR VE Y S YmH OL S GAS DEPARTMENT JOHN MODRE GENERAL NOTES BL A CK HIL L S ENERG Y /90 FIOU L N. SA SAL T, CO 8/62/ = EXIS TING CURB INL E T 970.927 0162 ST = EXISTING STORM MANHOLE ELECTRIC OEPARTMENT RON CHRISTIAN Cl T Y OFA SPEN EL EC TRIC DEP T. 2/9 PUPPY SMI TH ROAD SS = EXISTING SANITAR)' SEWER MANHOLE ASPEN, CO 8161/ 970.920.5148 T M = EXIS TING TEL EPHONE MA NHOL E CEN TUR YL INK JASON SHARP TL- = EXISTING EL EC TRIC TRANSFORMER CEN TURYL INK 970. d32.01 70 TO = EXISTING PHONE PEDESTAL FIRE DEPARTMENT PARKER LA THROP 120 EA S T HOPKINS A VE FG M-1 EXISTING GAS METER ASPEN, CO 8161/ 970.925 5532 E _M1 EXIS TING EL EC TRIC ME TER CITY OF ASPEN ANDY ROSSEL L 0, PE WA TER DEPARTMENT 500 DOOL ITTLE DR, ti=EXISTING HYDRANT A SPEN, CO 81611 wv 970.920.5/10 pQ = EXISTING WA TER VAL VE COMCA S T NIKE JOHNSON EX -SS EXISTING SANITARY SEWER L INE 20/ ASPEN AIRPORT BUSINESS CENTER, EX-uE— EXISTING ELECTRIC LINE ASPEN, CO 8161/ 888.82 010 EX -WL EXISTING WA TER L INE EX -G EXIS TING GA S L INE Cl T Y FORESTER BEN CA RL SEN Cl T Y OFA SPEN EX-CTV EXISTING CA BZ E T V 970-429-203Q E X - T EXIS TING TEL EPHONE ASPEN CONSOL IDA TED TOM BRA CEWEL L, PE SAKI TA TION 015 TRIC T N. MILL ST. ASPEN, CO 81611 ASPEN 970-920-360/ = ELM COTTONWOOD x = SPRUCE = LILAC A CRON YMS AND ABBRE VIA TIONS ADA = AMERICAN DISARIL I TIES A SSOCIA TION COA = Cl T Y OF A SPEN TBC = TOP BACK OF CURB F. F. = FINISHED FLOOR POC = POINT OF CONCEN TRA TION CFS = CUBIC FEET PER SECOND PERF. = PERFORA TED TOW = TOP OF WALL DIA. - DIAMETER RCP = REINFORCED CONCRETE PIPE TSF V = TO BE FIEL D VERIFIED DIP =OUC TIL E IRON PIPE S TA. = S TA TION OSS =OFFSET L. F. =L INEAR FEET EL. = ELEVATION X - SEC. = CROSS - SEC TION GENERAL NO TES: /. THE CONTRA C TOR SHAL L MA IN THIN AL L TREE/ VEGETA TION PRESER VA TION ZONES PER Cl T Y OF ASPEN REQUIREMENTS 2. TRAFFIC CONTROL REQUIREMENTS -A TRAFFIC CONTROL PLAN SHALL BE PROVIDED BY A CERTIFIED TRAFFIC CONTROL SUPERVISOR ANO IMPLEMENTEO BY A CERTIFIED TRAFFIC CONTROL TEAM. MAINTAIN ACCESS TO RESIDENCES A T ALL TIMES. TEMPORARY CLOSURE ALLOWED FOR U TIL I T Y WORK. PRO VIDE FOR ENE: RGENC Y ACCESS CON TINUOUSL Y. -PRO VIDE SA FET Y CONES, FL A G PERSONS, VER TICAL PANEL S WI TH BEA CONS, SIGNS AND BARRICADES A S NECESSARY TO PRO TEC T PUBL IC ANO WORK SI TE. - PRO VIDE SIGNA GE A S REOUIRED B Y OWNER AND L 0CAL GO VERNMENT WI TH JURISDICTION O VER AOJA CENT ROADS. 3. THE CON TRA C TOR MUS T CER TIF Y THA T A L L A GGREGA TES USED ON THIS PRO JEC T A RE FREE FROM HAZARDOUS COMPONENTS IN EXCESS OF THE THRESHOL D CONCEN IRA TIONS ESTABL ISHED BY THE E.P.A. d. A SPHAL T PRIME COA T NOT REQUIRED UNLESS INDICA TED ON ORA WINGS PREPARED BASE COURSES SHAL L BE PRIMED A T CON TRA C TOR ' S EXPENSE IF THE SURFA CE HA S DETERIORA TEL? OUE TO TRAFFIC, WEA THER OR TIME L APSE BETWEEN SURFACE PREPARA TION ANO PL ACEMENT OF' BI TUMINOUS MA TERIAL S, SUCH THA T, IN THE OPINION OF THE ENGINEER, USE OF PRIME COA T IS REOUIRED. ADPL ICA TION RA TE SHAL L BE 0.3 GAL S/SO. YO. 5. DIL UTED EMULSIFIED ASPHAL T OR TACK CDA T SHAL L CONSIST OF ONE (/) PART EMUL SIFIED AND ONE (/) PAR T WA TER. RA TES OF APPL ICA TION SHAL L BE DETERMINED B Y THE ENGINEER A T THE TIME OF APPL ICA TION,. APPROXIMA TE RA TE SHAL L BE 0. / GAL. S. ESQ. YD. 6. THE FOL L OWING SHAL L BE USED WI TH EA CH BI TUMINOUS PA VER A ) A SKI - T Y'PE DEVICE A T L EAST 30 FEET IN L ENG TH. B) SHOP T SKI OR SHOE. 7. ANY SIGNAGE REMOVED DURING CONSTRUCTION SHALL BE REPL ACEO OR RETURNED TO ITS ORIGINAL L OCA TION. 8. ALL WORK SHA L_ L BE DONE IN S TRIC T A CCORDANCE WITH A PPL 1 CABL E SEC TIONS OF THE SITE SUBSOIL STUDY. CONTRACTOR TO NOTE REQUIREMENTS FOR EXCA VA TION, BACKFIL L ANO SUPPORT MA TERIAL S. 9. THROUGHOU T AL L PHA SES OF CONS TRUC TION, UN TIL THE FINA L A CCEP TA NCE OF THE PROJEC T, THE CON TRA` C TOR MUS T KEEP THE WORK SI TE CL EAN,4 NO FREE FROM RUBBISH AND DEBRIS. THE CON TRA` C TOR SHAL L AL SO ABA TE DUS T NUISANCE A S NECESSAR Y B Y CL EANING, SWEEPING AND SPRINKL ING WI TH WA TER OR 0 TIVER MEANS A S NECESSAR Y. THE CONTRA C TOR HA S TWEN T Y -FOUR /2QJ HOURS A FTER THE DEPOSI T OF A N Y EAR TH, GRA VEL OR 0 THER EXCA VA TED MA TERIAL TO REMOVE SUCH DEPOSI T. IN THE E VENT THA T THE EARTH, GRA VEL OR O THER EXCA VA TED MA TERIAL IS NO T REMO VED, THE ENGINEER WIL L DIREC T SUCH REMO VAL AND THE COST INCURRED SHAL L BE DED UC TED FROM THE BOND. DUS T CON TR OL WIL L ONL Y BE REOUIREO IF ADJACENT PROPER T Y OWNERS ARE AD VERSEL Y AFFEC TED OR IF DUST AD VERSEL Y AFFECTS MAINTENANCE- OF TRAFFIC DURING THE PROJECT SUCH THA T, IN THE OPINION OF ENGINEER, A WA TERING PROGRAM IS APPROPRIA TE. I T IS ANTICIPA TED DUST CONTROL WIL L BE REQUIRED ON THIS PROJECT: l0. THE CONTRA TOR SHAL L COMPL Y WITH AL L APPL ICABL E STANDARDS INCL UDING BUT NO T L IMI TED TO THE CITY OFA SPEN ENGINEERING STANDARDS AND CONS TRUC TION EXCA VA TION STANDARDS L ANOSCAPE NOTES 1. ALL AREAS DISTURBED BY ROAD OR UTILITY CONSTRUCTION SHALL BE FINE GRADED AND RAKED TO REMO VE AL L ROCKS 0 VER THREE INCHES IN DIAMETER. PL ACE TOPSOIL TO A DEPTH OF SIX INCHES ON AL L DISTURBED AREA S. 2. PRIOR TO TOPSOIL PL A CEMEN T, AL L CU T OR FIL L SL OPES WIL L BE CON TOURED TO BL END WI TH ADJACENT TERRAIN. VARIOUS SL OPE MOL DING TECHNIQUES WIL L BE USED TO ENHANCE THE AESTHETIC QUALITY OF THE SL OPE, WHIL E MAXIMIZING THE RE VEGE TA TION PO TEN TIAL. ALL CUT ANO FIL L SL OPES AL SO BEING ROUNDED A T THE TOE TO BL END WI TH THE EXIS TING TERRAIN. ADDI TION4L L Y, WHERE SOIL S ANO STEEPNESS OF SL OPES PERMI T, TERRA CES WIL L BE CONSTRUCTED TO AID THE RE VEGETA TION PROCESS. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE, FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. s CL ULu � w U i j W Cf) J © ❑ m i 1 JOB #: 2016-02 NOT FOR CONSTRUC770N Q � W Cf) J W F-- w 0. � Q 0 GENERAL NOTES 3 7 0 7%4 ovil 1,70 w S'd WI l /T / fA19- REMOVE 15 " RCP S FORM _� FORA SPHAL T REL OCA E EL EC MH ` `7 RENO VE H YDRANT REMOVE EXISTING TREE ABANDON WA TER SERVICE RE LANDSCAPE PER COA WA TER DISTRIBUTION STANDARDS 4 ho / REMO VE EXISTING INL ET REMOVE EXISTING TEL F COM. MANHOLE SA WCIJT L INE REMOVE ALL RETAINING WAILS DEMO WALKWA V ST / / / PRO TEC T EXISTING TREE l / / / SA WC T L INE FOR SPHAL T DEMO SIDEWALK TO fEA REST J INT FOR RE -GRADING LLJ REMOVE EXISTING BUIL DING / ! PER ARCH. PLANS / REMO VE AND REL DCA TE TRANSFORMER, / l TEL EPHONE PEDESTAL, GAS METER AND ELECTRIC METER x 7 RENO VEEX15TING BOULDERS / r ` 1 x SSS • '" • •.••.. .. ; • • • '::�. • • • .' .... / ...... ... rm; MAIN EX G -SS EX.G �X-SS ` .. EX-�r EX -SS Fv �X FX S J vv REMOVE ASPHAL T PARKING AREA --EX SS EX G PRO TE UTIL I TIES --- q - 6 � GRAPHIC SCALE 10 0 5 10 20 ( IN FEET I I Inch = IO ft. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANYAND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. 40 CHECKED BY:RBG Lu DRAWN BY. TRS w cL 9) rL - w m c U Z m U) LLJ O N cn I!! I W ,106 #: 2096-02 CL C/) NOT FOR RE 0 VE- EXISTING TREE w cra U a R L ANDSCAPE N ❑ � a N LJJ RE: LANDSCAPE FOR TREE MI TIGA TION AND . , :::. : ; ... : r � • REMO VA PL AN REMOVE ALL RETAINING WAILS DEMO WALKWA V ST / / / PRO TEC T EXISTING TREE l / / / SA WC T L INE FOR SPHAL T DEMO SIDEWALK TO fEA REST J INT FOR RE -GRADING LLJ REMOVE EXISTING BUIL DING / ! PER ARCH. PLANS / REMO VE AND REL DCA TE TRANSFORMER, / l TEL EPHONE PEDESTAL, GAS METER AND ELECTRIC METER x 7 RENO VEEX15TING BOULDERS / r ` 1 x SSS • '" • •.••.. .. ; • • • '::�. • • • .' .... / ...... ... rm; MAIN EX G -SS EX.G �X-SS ` .. EX-�r EX -SS Fv �X FX S J vv REMOVE ASPHAL T PARKING AREA --EX SS EX G PRO TE UTIL I TIES --- q - 6 � GRAPHIC SCALE 10 0 5 10 20 ( IN FEET I I Inch = IO ft. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANYAND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. 40 'a Z ° CHECKED BY:RBG Lu DRAWN BY. TRS w cL 9) rL - w m c U Z m U) c/) I I I 1 O N cn I!! I W ,106 #: 2096-02 CL C/) NOT FOR CONSTRUCTION w cra U a ry N ❑ � a N 'a Z ° 0 Lu U w cL 9) rL - w Z z c U © 0 m 1 1 1 1 r N cn I!! I W ,106 #: 2096-02 CL C/) NOT FOR CONSTRUCTION 0 U aCL Z Juj� W CL C/) Q C6 C6 p N DEMO PLAN GRAPHIC SCALE 10 0 5 10 20 t IN FEET I I Inch = 10 ft, .0 ' .." . . ........ ................ ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY:RBG DRAWN BY. -TRS I-- ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY:RBG DRAWN BY. -TRS I I-- O m C Lu � L i'-^- CL o� � Z Q V3 Lu C N o VERA LL SITE PLAN a I I-- O Q. C Lu � L i'-^- CL o� � Z Q V3 Lu C I I-- O Q. C z � L i'-^- CL o� � Z Q V3 Lu C N o VERA LL SITE PLAN Z CO C Cl)w oC3 0 0 m I JOB #: 2016-02 NOT FOR CONSTRUCTION �FO w O Q. C u L i'-^- CL o� Z Q V3 tJ N o VERA LL SITE PLAN BIO —RE TEN TION PLANTERS TOTAL AREA=244 SF WITH A 2' /MIN. ) L.4 YER OF SCRf: ENED ROCK BEL OW PROVIDING /0 OF OF STORAGE 10 400 Year Peak Dischar, Developed Calculations 1 HIaur(Pj) 1.23 Basin ID Total Area Imp. Area Impervious C Value . ucIfw%j Time of C lUU Intensity See()1) (ft2) (ft2) (%) From Table (Td) i=$$.8P1/(10+Tdj1.052 1 9866.00 7852.00 79.59% 0.650 5 6.33 100 Year Peak Discharge Pre Development Calculations Q Max (ft 3/sec) 0.93 1 Hour(pi) 1.23 Return Period 10 Basin ID Total Area Imp_AArea Impervious C Value n"0.50 Max See{D1} (ft2-)-- (ft j (%} From Table sec) 1 4866,00 0,00 0,00% 0.350 , 50 Onsite Reauired Water ouaiiitt► ran+sir= I1A►Al"t11 Basin (#) Total Area (ftZj Impervious Area (ftZ Impervious (%) WQCV Table Value WQCV Storage (in) (ft) Onsite basin 1 9866.04 7852,00 79,59% 0,161 132,37 GRAPHIC SCALE ( IN FEET ) I inch = 10 tt. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE, FINAL DESIGN AND APPROVAL FOR ANYAND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY.RBG DRAWN BY: TRS JOB #. 2096-02 NOT FOR CONSTRUCTION MAJOR BA SINS m LL) � W Z U w cL C) f I Rq LU Q ti q N rte. I I I r. JOB #. 2096-02 NOT FOR CONSTRUCTION MAJOR BA SINS o vUj LL) � W Z U w cL C) JOB #. 2096-02 NOT FOR CONSTRUCTION MAJOR BA SINS RCP 2 CURB INL ET - v TIE SUB -8,4 SIN 2 DOWNSPOUT INTO SL OT DRAIN CHANNEL ORA INA GE SA SIN IGEN TIFIER SA SIN AREA / - BA SIN IO (A CRL 0.2/ 0.97 /00 - YR RUNOFF COEFFI CIEN T Peak Discharize Develooed Calculations 1 Hour(P1) 1.23 Return Period 100 Sub -Basin ID Total Area Total Area Imp. Area Impervious % r TIE SUB -8,4 SIN 2 DOWNSPOUT INTO SL OT DRAIN CHANNEL ORA INA GE SA SIN IGEN TIFIER SA SIN AREA / - BA SIN IO (A CRL 0.2/ 0.97 /00 - YR RUNOFF COEFFI CIEN T Peak Discharize Develooed Calculations Storm Svstem Pipes Pie 1 Hour(P1) 1.23 Return Period 100 Sub -Basin ID Total Area Total Area Imp. Area Impervious % C Value Time of C Intensity Q Max See(131) acre ft ft Percentage From Table (Td) 1=88.8P1/(10+Td)01.052 fe/sec 1.1 0.102 4421.60 4421.60 100.00% 0.950 5 6.33 0.61 1.2 0.020 873.15 873.15 100.00% 0.950 5 6.33 0.12 1.3 0.023 991.80 991.80 100.00% 0.950 5 6.33 0.14 1.4 1 0.009 1 384.15 1 384.15 1 100.00% 1 0.950 5 6.33 0.05 1.5 0.007 296.85 296.85 100.00% 0.950 5 6.33 0.04 1.6 0.018 785.74 0.00 0.00% 0.350 5 6.33 0.04 Storm Svstem Pipes Pie Contibutin Sub -Basins Peak Flows(CFS) 1 1. 2, 1. 3, 14, 1.5 0.35 2 1.2, 1.3, 1.4, 1.5 0.35 3 1.2,1.3,1.4,1.5 0.35 4 1.6 0.04 5 1.6 0.04 6 1.6 0.04 RCP 1 1. 1, 1. 2, 1.3,1.4,1.5, 1.6 1.00 RCP2 1. 1, 1. 2, 1.3,1.4,1.5, 1.6 1.00 Sub Basin and Circular Inlet Calculations Onsite Piping Capacity K=0.462 Pipe Combined Design Flow Manning Coefficient Flattest Slope Equation 4-31 Required Diameter Design Diameter Design Diameter -80% Has Capacity@ 80% full (ID) Q(ft 3/sec) n (%)SO d=fnQ/K,ISo)3/8 (inches) (inches) (inches) Yes/No 1 0.35 0.01 12.80% 0.24 2.831 4.0 3.200 Yes 2 0.35 0.01 2.00% 0.33 4.009 8.0 6.400 Yes 3 0.35 0.01 2.00% 0.33 4.009 8.0 6.400 Yes 4 0.04 0.01 2.00% 0.15 1.774 4.0 3.200 Ye s 5 0.04 0.01 2.00% 0.15 1.774 4.0 3.200 Yes 6 0.04 0.01 2.00% 1 0.15 1 1.774 1 4.0 1 3.200 RCP 1 1 1.00 0.013 2.00% 0.55 6.552 15.0 12.000 -Yes Yes RCP2 1 1.00 0.013 2.00% 0.55 6.552 15.0 12.000 Yes - ACO �- WlDE8RICKSL OT /00 DRAIN RUNNING AL ONG EAST SIDE OF i .4LKw.4 Y Sub Basin and Rectangular Inlet Calculations 1 Hour(P1) 1.23 m=40% YS=.25 (Depress inlet by 3") Return Period 100 Cg=509'0 C,=0.65 Inlet ID Basin ID Total Area Imp. Area Impervious C Value Concentration Intensity Q Max InletType Diameter Area(EQ. 4x20) Inlet Ca aci (EQ4-19) Has Capacity Has Capacity See(D1) (ft) yta) (%) From Table (Td) 1=88.8P1/(10+Td)1.052 ft '/sec (ft3/sec) Wo (inches) Ae=(1-Cg)mA Q=C.A.,QgY5 (Yes/No) 24" STORM MANHOLE 1.1-1.5 6967.55 6967.55 100.00% 0.950 5 6.33 0.961 24" Round 24 0.628 1.638 Yes 8" IN LET 1.6 785.74 0.00 0.00•/4 0.350 5 6.33 0.040 8" Round 8 0.070 0.081 Yes - ACO �- WlDE8RICKSL OT /00 DRAIN RUNNING AL ONG EAST SIDE OF i .4LKw.4 Y Sub Basin and Rectangular Inlet Calculations 1 _ r r ( ACD 4' WIDE KL .4 SSIK DRAIN K100 l DRAIN RU,NNINIi AL ONd EAST SIDE OF W.4L KWAY / r . WEIR AND ORIFICE PLA TE TYPICAL CROSS-SECTION SURFACE DEPTH OVER WEIR=QZ' • /X N PEAK FL ON OF it 0 CFS ORIFICE PLATE ORIFICE DIA.=2I/' ON 8`PYC SLEEVE RESTRICTS FL OW TO Q5 CFS Perforation Orifice Calc 1 Hour(P1) 1.23 m=40% Y5=.04(Depress inlet by 0.04') Return Period 100 Cg=50% Co=0.65 Inlet ID Basin ID Total Area Imp. Area Impervious C Value Time of Concentration Intensity Q Max Inlet Type Inlet Width Inlet Length Effective open Area (EQ. 4-20) Inlet Capacity (EQ4.19) Has Capacity Tofu Width (ft') See(131) (ft) (ft) (%) (From Table) (Td) l=8$.8P1/(10+Td)'.nsa (ft3/sec) Rectangular W,(inches) La (inches) Ae=(1-Cg)mW4L4 Q=CaAeV2gY5 (Yes No) SLOT DRAIN 1.4 384.15 384.15 100.00% 0.950 5 6.33 0.053 .5" x 17.25' 0.5 1068 0.742 0.744 Yes ALLEYTRENCH DRAIN 1.5 296.85 296.85 100.00% 0.950 5 6.33 0.041 1 4" x 11.25' 4 135 0.750 0.753 Yes 1 _ r r ( ACD 4' WIDE KL .4 SSIK DRAIN K100 l DRAIN RU,NNINIi AL ONd EAST SIDE OF W.4L KWAY / r . WEIR AND ORIFICE PLA TE TYPICAL CROSS-SECTION SURFACE DEPTH OVER WEIR=QZ' • /X N PEAK FL ON OF it 0 CFS ORIFICE PLATE ORIFICE DIA.=2I/' ON 8`PYC SLEEVE RESTRICTS FL OW TO Q5 CFS Perforation Orifice Calc C Q=Flow Rate 0.50 cfs Co■Discharge CoefF. (square) 0.6 A=Area of Orifice 0.043 ft2 H= Effective Head 5.87 ft 9= Grav Const. 32.2 ft/seca Perforation Diameter 0.23 ft Velocity (ftfs) 2.811 In 100 `/R. PEAK FLOW OVER WEIR CTIA =0.93 CFS RectartgularWeir C Highlighted r,r; st Sharp Depth 40 _ Bottom Lretwj1h (It,' = 133 0 (GfS) Totni De h (ft) = 0.60 Area (sq_ ft" N N Velocity (ftfs) Caiculation:s Tofu Width (ft') 01eir Coe?, '.✓w =. 3,33 h� V Con.1 jute. by,Kriawn ,O R Knowrt ^ ifs1 ;�. i3 '.4 7 .y a GRAPHIC SCALE 10 0 5 10 20 ( IN FEET ) I inch = IO it. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. 40 CHECKED BY.RBG DRAWN BY, TRS m Z cn W 10 R .z Z CL Com.) C w � Z w o Q 3 m I I I o N N J � O I I I h� V CL l+ R 10 R .z Z CL Com.) C Lu U cr 4W. O Z w o Q 3 m I I I N M I JOB #: 2016-02 NOT FOR CONSTRUCTION 7 O U Z 0 CL Q J � U h� V CL -[ Q y l 0 Q N SUB -BASINS 7 6c)9 ................... . . ........5 EXISTING STORM P%4NHOL E / / CURB INLET- / / / / r b "7C thph l7pJ1A1Gi tilt", ALLEY TRENCHDRAIN 1 / j. POND X -SEC. 1 SCALE r I "=10 VERT. 1 "=10' HORZ. EXISTING GRADE 7900 . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . 7900 . ......... HOTEL LENADO ��- STRUCTURE 7885 CURS AND GU.T TER . . . . ... . . . . .. ... . . . . 7890 • •GRA$S BUFFER • . • • • . • • • • •. • • • • • • • 78.90 SL OPE=;4. I -MAX . . . . . . . . . . ... . . . . . . 78$5 PROPOSED GRADE . . . . ' • 4' DI•A•CONCRETEBASIN . . . . .. . . . . . . RlM 7895,77 . SUMP: 788850 6' -SIDE WA L•K !NV !/V 989/.50 4 ` 7880 .. . . . . . . .:.SL OPE�21. ... . . . INV IN 7892.00 4-- ' 78.80 •EXISTING GRADE PROPOSED GRADE INV IIUF 789/:50 /5'>StCP 78. ........ 75 o off' a� t U L'-, Q SCALE: 1 "=10 VERT. DRAWN BY. TRS 0+40 POND X -SEC. 2 SCALE: 1'=10 VERT. 1 '=10' HORZ. 79/0 . ... . . . . . . ... . . . . . . ... . . . . . . 7910 PROPOSED GRAOE_ . . 3:1 SLDPES.MAX. . 79115 'EXISTING'GRAD•E. . ' 79/10. SIDEWALK. . . p 78.5 O� . CURB ANP 607f . . . . ... . . . . . . . . . . . 78$0 . .:. . . . . . . ... . . . . . . ... . . . . . . 78.90 EXISTING GRADE PROPOSED GRADE 7 ............ Ot20 HOTEL LENADO STRUCTURE POND X -SEC. 3 SCALE: 1 `=10 VERT. 1 "=10' HORZ. 75/ 0 . ... . . . . . . ... . . . . . . ... . . . . . . 73910 79!15 .. . SIDEWALK* . 7900 7895 . ......... ...... CURB AND GUTTER 7890 ..:........................780 EXISTING GRADE ' ' •. ' ' �PROPOS0 GRADE ' 7. ...... 5 0+20 GRAPHIC SCALE 10 20 I IN FEET I I Inch = 10 It. BIO -SWALE PLANTER CROSS-SECTION U L'-, Q SCALE: 1 "=10 VERT. DRAWN BY. TRS /!--/0' HORZ. o� o� 7910 ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . 7910 .... . . . . . ... . . . .. . . • WALLS -TO RETAIL FOR ... . . . . . ... . . . . . . ... . . . .. . . • 7905 . • • • • • • •. • • • • • • • • •BIO•-SWALE.PLANTERS • •.. • • • • • • • • • • • • TTRA'NSFORMER 41N.'PERF'. UNDER DRAIN . ... . . . .. . . . . . . ... . . . . . . ... - w GRADING . . . . . . . .7900 SUROUNDE9.8 r. SCREENED. ROCK c • • • • • • F l+ R 7805-�I 1 1 1 I C) C) ,.. ...... ................. 700 .:. . .. . . . . . . . . . . . .:. . . . . . . . . . .:. . . . . . . .. . . . . . .7890 . .................... .................. . . . ; YVA•SF1E0. . 78$5 PVC* LINER 'SCREENEDROCK • • . . . . .RIM:7895.'77 . . . . . . . . . . . BELOW . . . . . . . . . . . .DEP THr2' MIN• . . . . . . . . SUMP,*7889.•50 . . . ... . . • . . . ... . . . . . . ... . . . . . .WRAPPED IN. /404 MIRAFI . . 7890.:. . . . .INVIN:789/.50d' .'. . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . .78,80 Iyv z*: 89,7D04' ... ... EXISTING GRADE • ... PROPOSED GRADE INV OUT : 789/.50 /5"RCP .............. ......... ...... ...... GRAPHIC SCALE 10 20 I IN FEET I I Inch = 10 It. PAO 0+20 HOTEL LENADO STRUCTURE ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. 0 U L'-, Q p„ DRAWN BY. TRS Z W o� o� IL z�J Lu 1 1 1 4. z� PAO 0+20 HOTEL LENADO STRUCTURE ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. JOB #: 2016-02 NOT FOR CONSTRUCTION 0 U CHECKED BY:RBG Q p„ DRAWN BY. TRS Z W cri w IL z�J Lu 1 1 1 4. z� 0 Z z 0 w GRADING c V F l+ R JOB #: 2016-02 NOT FOR CONSTRUCTION 0 U z Q p„ Z W w IL Lu I-- C) 4. z� Z z 0 w GRADING c V 1 •� 1 1 1 I C) C) m l l l l JOB #: 2016-02 NOT FOR CONSTRUCTION ru� 0 U z Q p„ Z W J � Lu I-- C) 4. z� 0 N GRADING ru� ALONG rs_unnur nvrrr .arru - \ ALLEY '• '` \ oks •••" GRAPHIC SCALE 10 5 10 20 40 R IN FEET 1 I inch= 10 ft, ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANYAND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY.RBC DRAWN BY. TRS a i 0 w _ w C. ro w t� t� tura C U z to r r M r N cn I ! c W CL� .106 #. 2016-02 I I NOT FOR CONSMUCTiON Q N STORM LA POUT O co u� L a i 0 w _ w C. CL w t� t� tura C U Q r r C/) J N cn I ! c W CL� .106 #. 2016-02 NOT FOR CONSMUCTiON 0 Q) z w 0CL Q Q Lu C/) J z W CL� rA`� Y Q N STORM LA POUT 118 Pia 011 m 0 NORTH SWALE TO CONCRETE BASIN SCALE: 1 "=10' HORZ. 1 "=10' VERT, PIPE - d 5.03' OFA" 0 /4391 7900 • • • • EXI•S TING GRADE • • •• • • • • • . • 7900 PROPOSEG GRADE • • • • • • • ------ 81N.INLET 7RIM:7897.21 SUMP :76940 7890 . . . . ... • . . •PIPE --b . . . . . . . . . . . . . 7890 INV DUT 7895 10.69'9F1" ®9.181 • 1'.•914 CONCRETE BASIN - PIPE -•5 • 7885. Z4" GRA.TFO 410 . . . . . . . . . /406.' OF. 4" 0 9. RIM : 7895.77 . SUMP � 7889.50 .. ................ 7880 . . . INV IN.,789/.50 4 "... . . . . . . ... . . . . . . 7880 IN.V IN -7892004"•: • • • • • . .•. EXISTING GRADE IN. V. OUT.,7691.50 /5"ROP . . . . F PROPOSED GRADE 0*28 DRAIN BASIN STA / *57.64 OFF:O X RIM: 7903.31 SUMP: 7900.40 INV IN: 790%39 A" SDR -35 INV DUT : 7900.90 8" SDR -35 ALLEY TRENCH DRAIN TO BIO RAIN GARDEN STORM SYSTEM SCALE: 1 "=10' HORZ. 1 '=10' VERT, 79/0. ... ... ... ... ... ... . •41X -PERF. •UNOER-DRAIN . ... OF. 4". J?.10.09A. TOW ... ... ELEV. . 8' •WALL.SJO.RETAIN FOR . . . . ... . . . . . . ... . . . . . . ... . . . B[.4-SWALE.PLANTERS. rRENCN DRAIN . . . .. . ... ... ... ... .... STA.0+89 39 . ... ... ... ... ... ... ... PR OPO. .79/0 � �XIS.I7NG ST•ORO kA*d *OLE : . . . . . ... . . . . . . ... . . . . . . ... . . . . ..1.3.64' . . ... 1 • DIA• CONCRETE BASIN . . . . . . . . . . ... TOW_ BIO-SV7ALE PLANTING MEDIUM . . . . . . . . . . . . . . . . . . . • . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .GRADE- . • . . �i . - 79115 . RIM.,7895.6A SUMP 17888.68 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RIM 7895.77. . . . SUMP:788X50 .ELE•V:=7899.00' . . . . . . . . . . _ _ _ QEPTh=1.5'.MlN - y . . . . . . . . . -' _ _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . ----_---_ - . . . � . . IN.V A(: 7890.5915". R& . . . . . . . . . . . . . . . . . . . . .. . . . . . . .INV fN•-7B91.50.1" ..... . . . . . . . ......... ..- - . . . . . . . --- _.-�.._--- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DRAIN 79f10 :. :. . .INVIN-789?00.4- . . . . . . . . . . . . . . . . . . . ._ • ._ -- . . . . . . . . .. . . .D . . . . . . . . . . . . . . . . . . . . . .:. . ACO-SERI£S 600CA'TCH QA'SIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7900 . . ... ... ... . . . . . . ... . . . . . . ... . . .INV. OU.T. 7891.50.15'RCP. . . . . . . . . �" WI f= .AGO K. L.ASSIKD.RAIN. ... .. E:XIST.ING. GRADE . ............ . . . . . . ... . . - - -" -` r •.. P. IPE = 2 . K100 CONSTANT DEPTH • . . . . . . . , . AC.O.STEEL. BRICK SL.OT 100 . 7 -- .....................I..I............................. - - - -- -- �. �..... A? //' OF 8" SDR -35 * 2001 ............. ...... .. ....... A'CD TYPE'901'INL'INE'CATCH'BASIN' WITH SLOPED CHANNEL . . 'ACO KLASSIKORAIN ................... ....... . ... . . . . ... . . . . . . . . . . . . . . . . . .PIPE - 3 . . . . ... . . . . . ... .. . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... .K10000NSTANT DEPTH. ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . . 78� . I . . I. .:. :. .. .. :. :. 7.•91' OF 0" SDR -35. A Z..00$ . . . ... . . . . . . ... . PIPE -1. . . . . . . . • . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .:. . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . .:. . . . . . . ... . . . . . . 78.90 . . . . . . . . . ORIFICE. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . OFA".SDR-3. . I. RLCPT INV IN. BOTTOM OF 78$5. . CUR.B.INL ET . . 5797' -OF 15"RCP 0 /: /21` ORIFICE AND' . ' . . . . . . . . . ELEV.=.7893.86' SCREENED RbCK' .. • . . . . . . . . . . . . . . . . . . RIM: 7895,12 :. . . . . . . . . . . . . . . . . . . . . . . BOTTOM OF . . . . :. . . . . . . . EL:EV.=7891.12'. . . . . . I . . . . . . . . . . . . . :. . : RCP 2 .:. .:. SUMP:7688.85 .:. .:. SCREENED ROCK S. .. .:. .:. " .:. .:. .:. .:. ... .:. .:. .:. .:. .:. .:. .:. .:. 7800 . .: . . . . . . . .. . 31.12'.0F.15.'RCP. 0Q8A1:. IN V IN 7890, 8515 RCP :. .:. .:. ELEV..=7893.48'.:.. .. . ... . . . .. . . . . . ... •SCREENED•ROCK . . . . .... . . .. . ... . . . . . . ... . . . .. . ... . . . .. . ... . . . . . . .... . . .. . ... . . . . . . .... . . .. . ... . . . . . . .... . . . . . ... . . . .. . .... . . . . . ... . . . . . .. . . . .. . .. . . . .. . . .. . . .. . .. . . . .78.80 . ... . . . . . . .... . . . . . .... . . .. . ... INV OUT: 78,90.8515'RCP. . . . . . . ... . . . . . . ... . . . .. . ... . . . .. . .... . . PVC -LINER -BELOW . . . . . . ... DEP.TH=2.' MIN. . . . . . .... . . .. . .... . . . . . ... . . . .. . ... . . . .. . .... . . . . . .... . . .. . .... . . . . . .... .................................................................. . . . . . . .. . . . .'. .'. .'. .'. . SLOPED ®2x. .'. .'. WRAPPED IN.I. . . IMIR . . . . . . .. . .' .. . . . . . .' . . . . . EXISTING.GRADE-• PROPOSED GRADE .. . ... . . . . . . .' .. . . .. . .' . . . . . . . .' . . . . . . . .' . . 78: 75 3+00 2+80 2+60 2+AO 2+20 2+00 1 +80 1+10 /+20 0 m 0+10 0+20 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. F I NAL D ES I GN AN D APPROVAL FOR ANY AN D ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW, I n DRAWN BY: TRS nRa CLLUm � in � o� FR*N h ❑ w~ nQ; �i !it. 0 h NOT FOR =Q � w � d N N = 3+00 2+80 2+60 2+AO 2+20 2+00 1 +80 1+10 /+20 0 m 0+10 0+20 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. F I NAL D ES I GN AN D APPROVAL FOR ANY AN D ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW, z CHECKED BY:RBG Lu DRAWN BY: TRS Lu4 CLLUm � m � o� ❑ ❑ w~ cv m l l l 0 o� NOT FOR =Q � w � d N N = a � o DRAIN PROFILES ti z Lu U Lu4 CLLUm � z z � o� ❑ ❑ w~ cv m l l l JOB #. 2016-02 o� NOT FOR =Q CONSTRUCTION U Z W O � o� QQ w~ o� =Q 0 0 N STORM DRAIN PROFILES .................,.. 10 GRAPHIC SCALE 5 10 20 ( IN FEET ) I inch = 10ft. LINE TABLE LINE BEARING LENGTH L I N 14' 6' WE 95.33' L2 N1' 02'23"E 31.91' L3 S61 ' ,76' 40 "E 30.93' CURVE TABLE CURVE RADIUS LENGTH TANGENT CHORD BEARING DEL TA Cl 13,66' 4.91' 2.48' 488' N14' 15'01 "E 20' 35' 29' C2 21.62' 20.69' 11.21 ' 19.91 ' N54' 58'327E 54' 50' 09" C3 21.56' 6.57' 3.31' 6.54' S88' 53'48"E 17' 26' 39" C4 /5.50' 4.94' 2.49' 4.92' S70' 44'06"E 18' 14' 53" 40 ry CURB & GUTTER FLOW LINE SCALE., 1"= 10'VERT. 1 "=10' HORZ.Lu Q ry W j . _ . . . . . GRA DE BREAK STA. l *42.57 �._....._ .. ... .. L�9I0 EL E V=-7895 42 GRADE BREAK STA. I *35.27 . . . . . . . . . . . . . . . . . . . . . . . . . . . . ELE"V=78,95.54. GR,4DEQRE.AK Sra^1+45A9 •. "' c, EL EV= 7895.42 7905 . . . . . . . . . . w Lu. • . . , . , , . . . . .G. . . .BREAK STA./+27.25 . . . . . . . • • . . . . . . . GRADE BREAK STA,•1„60•./6 EL E V= 7895.70 EL E V=7895, 66 . . . . . . . . . . . . _ . . . . . PROPOSED GRADE” _ . . . . _ . . . . . . . . . . . . 7900 ..........'..2........'... ... • 7.45: . . . . . . . . _ -2.00 -./.66I I. . 00 . L /9.9 . Z OOf . . aM 7895 ... .... .... ..... ...... .. .. .... ... ..... ........ .i. .I.. . .. ... .; .. ..., .. .. .: .. .... .: .. EXISTING ,. . : . .. . . . . . . . .. . I. .I . . . . . . . . . . . . . . . . . . . . . . ...._......_......................_........................_....890 (� �) � -GRADE BREAK ST,4 !�*52-3Q 7 EL EV.= 7895..5/. ............................................................................... :.:......:.............:...............................;.......:.......:...:7885 .7880 . . .EXISTING GRADE • .PROPOSED GRADE 7875 0+80 /+00 /+20 140 / +80 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. h W 1J C'ry W Qio Q, v CHECKED BY.RBG DRAWN BY. -TRS m c� ccs Cp r� r• n Q lr1 e- r• a cco� Lu � i W a w 1 1 1 d o L 0+80 /+00 /+20 140 / +80 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. h W 1J C'ry W Qio Q, v CHECKED BY.RBG DRAWN BY. -TRS m c� ccs Cp r� r• n Q lr1 e- r• a cco� Lu z U C' z 0 W a w 1 1 1 d o L 1 m 1 1 1 It I N M I I I I JOB #: 2016-02 NOT FOR CONSTRUCTION CURB AND GUTTER ol 1:1 ll� 'PCS b►3 � �, .......... * I R7 HOPKINS SIDEWALK ............ BEARING LENGTH L4 * I R7 HOPKINS SIDEWALK 0*20 0"'do o+m o+m Lo '11� BEARING LENGTH L4 S. A SPEN ST. SIDEWALK_ S. 19.26' CENTER LINE PROFILE *4 tiLo Q6 L 6 S14' 59'22"W SCALE: I "=10' VERT in S34* 02'23"W /5.05' CENTER LINE PROFILE 17--10' HORZ. to Is 71910 . . . . . . . ... . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . GR40,E3REAK5T,4.0*1770 . . ... . . . . . . ... Z � _� R N. 22 121�- EL EV 7896.37 . . . . . . . ... . . . . . . ... . . . . . . PR.OPORE ... D GRADE AP. S..E 'Nq wh t_r) I R9 GRADE BREAK STA.0 0080 . . . . .6RAOF BREAK ST,4.0*2719 . . I . . ..... ...... ...... .. ... .. I. .. .. .. .. .. .. .. .. .. . .. .. .E. 7905 EL EV R9585 -.;t Ltj EL EV_ 78965 . . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . /"--10' HORZ. 7900. . . . . . . . . . . . . . . . . . . .. ... . . . . . . . . . . . . . . . . . ............ ........ ... . . . ... . . ... . . . ..7.7900 . . . GRADE . . . . . . . . . . . . 3-2*$.7.770 . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .XSN Ll C:zj) �':" 7918 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE BREAK STA.0*6922 . . . . . . . . . . . . . . . . . . . . . 7895 . . ."'t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ('! i� . . . . . . . ) . . . . v=�sdld§ .. . . GRADE BREAK Sr4. */ 9 . . . . . . . GRADE BREAK STA.0*0809 . . . . . . . . . . . . ................. .............. ............... ELFV27994H MO . . . . . . . EL EVz 7995 92 . . . . . . . 780 ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . ... . . . . . . . . . . . . ... . . . . . . . . . . . ELEV=78,9568 . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . EXIS-TING -GRADE. - F—.PROPO.SED -GRADE . . . ... . . . . . . ... . . . . . . ... . . . . . . 705 7895 0*20 0"'do o+m o+m Lo '11� BEARING LENGTH L4 S. A SPEN ST. SIDEWALK_ S. 19.26' LIN, *4 tiLo Q6 L 6 S14' 59'22"W a in S34* 02'23"W /5.05' CENTER LINE PROFILE S14, 32 09 -W] to Is Elm, I, C., Rim I R Z � _� R N. 22 121�- R SCALE: /*!--10* VERT, 'Nq wh t_r) I R9 �Ilk LAJ - ,t Ltj -.;t Ltj 0*20 0"'do o+m o+m Lo '11� BEARING LENGTH L4 S. A SPEN ST. SIDEWALK_ S. 19.26' LIN, *4 tiLo Q6 L 6 S14' 59'22"W 89.58' L7 S34* 02'23"W /5.05' CENTER LINE PROFILE S14, 32 09 -W] to I Elm, I, C., Rim I R Z � _� R N. 22 121�- R SCALE: /*!--10* VERT, 'Nq wh t_r) I R9 �Ilk LAJ - ,t Ltj -.;t Ltj Ljj �,w /"--10' HORZ. Lu "t LLJ Ll C:zj) �':" 7918 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ."'t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ('! i� . . . . . . . ) . . . . Liti . . . . . .79/0. . . . ;� . . . L'm �� . . . . . . . 7905 /+00 LINE TABLE LINE BEARING LENGTH L4 SW 27'21 "W 19.26' L5 S14' 54'17"W 10.14' L 6 S14' 59'22"W 89.58' L7 S34* 02'23"W /5.05' L 6 S14, 32 09 -W] 23,65' 0*80 0420 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIG N AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. o Lu Lu cL Lu � �c Lu C) CIL c/) I Elm, I, C., Rim I R Z � _� R N. 22 121�- R R I 'Nq wh t_r) I R9 N IR, 0*80 0420 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIG N AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. o Lu Lu cL Lu � �c Lu C) CIL c/) JOB 2016-02 NOT FOR COAISMUCrION %1 ow CL � �c Lu C) CIL c/) SIDEWALK ALIGNMENTS �w ��a ��ry Nl� ........... ......... CpN�f 00T 4? oz, "0/4-1X 10 .0 lri178 ..................... ............ .................. ............................ ....................... .... ........................... ...... ................ ............. ............... . Z ........... ................... ................ .... *Si .... ...... 00, 7XV ...... ...... ................................ ................ .................................. .......... .............. fill,, 10 811, GRAPHIC SCALE 5 10 20 ( IN FEET ) i inch = i0ft. ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY.RBG DRAWN BY.,TRS ml Lu CL ca ui tura LU (f) W C) C) It v- 04 Cr) z �, JOB A 2016-02 NOT FOR COAISMUCrION SIDEWALK X -SEC O v- T - ml Lu CL ui tura LU (f) W C) C) It v- 04 Cr) z �, JOB A 2016-02 NOT FOR COAISMUCrION ml CLUi ui (f) W o CL z �, SIDEWALK X -SEC ml 0 -7L 00.00 0fd0.00 ...................... 0 * 70. 00 0*70.00 HOPKINS A VE. SIDEWALK CROSS-SECTION 07L /0.00 . ............ 0-1-50.00 0 * 90. 00 SCALE-* 1 "=20 VERT. 1"--20' HORZ. 0*50.00 0 � 90.00 Of30.00 0 * 00.00 / *00. 00 /*/0.00 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY.RBG DRAWN BY:TRS �ujvQ O uj z W O V.1 1 Y ! i Q vJ vJ MJ 1 1 ! 1 4 z � W C OQ 1 v- T- 1 1 i O O N HOPKINS SIDEWALK O �ujvQ O uj z W O V.1 1 Y ! i Q O N N W � 4 z � W C OQ v- T- O �ujvQ O uj z W O V.1 1 Y ! i N cv) I I I = 1 1 1 1 JOB A 2016-02 NOT FOR CONSTRUCTION 14 O U z W O 4- C Q Q ~ W � J z � W C OQ O O N HOPKINS SIDEWALK X -SEC. 14 0 * 00.00 0 -7L X10.00 0 -7L 80.00 . ...................... .................. SOUTH ASPEN ST. SIDEWALK CROSS -SEC TION 0 * 90.00 . ............ ......... . .... ........ . . . . . . . .............. / *20.00 SCALE: 1!--20' VERT. 1'!--20' HORZ. 0 f20.00 0 7L 60.00 . ...................... L-6.0, . . . . . . .•. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -7L 00.00 .................... ..... .............. 6.01 ...................... . ...................... 0 *70.00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ... . . ... . . . ...................... -7L /0 00 ............. .. ... . . ... . . . . . . . . . . . . . ... . . ... . . . ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. JOB A 2016-02 NOT FOR CONSTRUCTION CL uj CL Cz) C:) N S. ASPEN SIDEWAK X -SEC. 15 uj Q ca C) C) C%4 LZ L6 0 CHECKED BY-'RBG DRAWN BY. TRS U) co co Q gooU al JOB A 2016-02 NOT FOR CONSTRUCTION CL uj CL Cz) C:) N S. ASPEN SIDEWAK X -SEC. 15 uj Q ca C) C) JOB A 2016-02 NOT FOR CONSTRUCTION CL uj CL Cz) C:) N S. ASPEN SIDEWAK X -SEC. 15 II TION ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. O U Z O W CL Q w z¢ W Ui uj CL O� X� 'V a W CL L V Q °oam I L I I Z Oho 00 JOB #: 2016-02 NOT FOR CONSTRUCTION J ® U 0. O Ot CHECKED BY.•RBG DRAWN BY. TRS oq co cn v' I I I D uj N N i i p P O U Z O W CL Q w z¢ W Ui uj CL O� X� a CL Lu co V Q °oam I L I I I N M JOB #: 2016-02 NOT FOR CONSTRUCTION O U Z O W CL Q w z¢ W Ui uj CL O� X� ale '01 E$ I Fir CI T)"' OF A SPEN FL OA TING SIDE WA K DETAIL PLAN VIEW M EPDXY COA TED GREASED SMOOTH 6"CONCRETE SIDEWALK DOWELS 12" ON CENTER 1' MIN. L ENG TH CENTERED ON JOINT NO TES 1. ONL Y ONE SIDE OF THE SMOOTH DOWEL BARS NEED TORE GREASED. GREASE SHOULD BE APPLIED TO THE SAME SIDE OF ALL BARS W 2. WIRE MESH IS NOT SHOWN BUT IS a REOUIRED IN TREE ROO T ZONES. MESH SHOULD BE CENTERED IN THE SIDEWAL K AND DISCONTINOUS A T THE JOINTS +'rte r v, �y PRO VIDE TOOL ED JOINTS 5' - 0" O.C. MAX. CI T Y OF ASPEN FL OA TING SIDE WA L K DE TA IL SEC TION EXISTING SOIL. HAND OR AIR SPADE EXCA VA TION MEMLIMA NE L INER/CONCRE TE CONNEC TION DE TA IL NOT TO SCALE S TORM PIPE TREI V CH DE TA IL NOT TO SCALE PROPOSED GRADE COMPACTED GRA NUL AR MA TERIAL. ADJUST THICKNESS AS REOUIRED A SPHAL T REPL A CEMEN T NTS REPLACE TO SAWCUT LINE PER PLAN SL OPE PER PLAN REPL ACE A SPHAL T TO ORIGINAL THICKNESS OR Q" MINIMUM SCARIFY AND RE -COMPACT ROAD BASE TO 12"REPLACE WITH CLASS 6ROAD BASE IF THICKNESS IS LESS THAN 8" A CO SRICKSL 0 T /00 SL 0 T DRAIN ACO L DAD CL ASS C GRA TE d 4 NTS EXPANSION JOINT OR CONTROL CRACK °°._5° ® 4-7--1 �— CONCRETE EXISTING ASPHAL T CONCRETE BEDDING AND SL AB PREP MA TER IAL COMPACTED ROAD BASE A CO HRICKSL 0 T IOD SL 0 T DRAIN NTS EXPANSION JOINT OR CONTROL CRACK BRICKSL 0 T STAIL ESS " WIDE SL O T 0.5" CONCRETE a ZIla a EL EC TRIC /GAS TRENCH DE TA IL NOT TO SCALE BED Q"BELOW AND COVER 6"ABOVE PIPE WITH CL ASS 6 ROAD BASE MAX. SLOPE 0.75: 1 41 -PVC CONOUI T SEL EC TRIC 2" GAS L INE (G vOil/ a a �. - CONCRETE BEDDING AND SL AB PREP MA TERIAL COMPACTED ROAD BASE TEL EPHONE AND CA TV TRENCH DE TA IL NOT TO SCALE CURRENT CI T Y OF ASPEN BACKFIL L AND ;OMPACTION STANDARDS ARE TO BE MET MAXIMUM 8"LIFTS WHEN COMPACTING MAX SL OPE 075:1 BED Q"BELOW AND COVER 6"ABOVE PIPE WITH CLASS 6 ROAD BASE 1"PVC CONDUIT O i TEMPORARILY ATTACH ti w FABRIC TO WALL DURING z BACKFILL PROCESS 'V (D0 NOT WRAP AROUND BATTEN BAR) GEOTEXTILE CL 0� SEPARATOR FABRIC GREEN ROOF OR PERVIOUS PAVERS UJ � ABOVE SUB -GRADE STRUCTURE W {s� ALUMINUM, STAINLESS SLOPE ROOF/DECK---#7x2— ��—_ a STEEL OR GAL VANIZED STEAL ASSEMBLY OFF OF BATTEN BAR, STRUCTURE: ONTO � M PVC LINER O j]i V THICK LAYER MIN. OF COMPACTED CLASS 6 M BASE BACKFILL SLOPE PVC LINER TO PERF. PIPE -ROAD O cej BELOW LINER @ A /09 GRADE MIN. cp Q� Q� U }a. BUYTL TAC TAPE 30 MIL (MIN.) PVC LINERy O SLOPE PVC LINER TO PERF. PIPE r ®A /ON GRADE MIN.n .. , ... GEOTEXTILF SEPARATOR FABRIC CONCRETE STRUCTURE �' ' t' f (IF SUBGRADE CONTAINS ANGULAR �y a,ROCKS OR OTHER MATERIAL THAT CD COULD PUNCTURE THE LINER) NOTE: PROVIDE SLACK IN LINER DO NOT BACKFILL WITH SCREENED ROCK PLACEMENT TO ENSURE PROPER 2 MIN. LAYER OF ROAD BASE INSTALLATION AND BACKFILL WITH BELOW PVC LINER OUT DAMAGE. S TORM PIPE TREI V CH DE TA IL NOT TO SCALE PROPOSED GRADE COMPACTED GRA NUL AR MA TERIAL. ADJUST THICKNESS AS REOUIRED A SPHAL T REPL A CEMEN T NTS REPLACE TO SAWCUT LINE PER PLAN SL OPE PER PLAN REPL ACE A SPHAL T TO ORIGINAL THICKNESS OR Q" MINIMUM SCARIFY AND RE -COMPACT ROAD BASE TO 12"REPLACE WITH CLASS 6ROAD BASE IF THICKNESS IS LESS THAN 8" A CO SRICKSL 0 T /00 SL 0 T DRAIN ACO L DAD CL ASS C GRA TE d 4 NTS EXPANSION JOINT OR CONTROL CRACK °°._5° ® 4-7--1 �— CONCRETE EXISTING ASPHAL T CONCRETE BEDDING AND SL AB PREP MA TER IAL COMPACTED ROAD BASE A CO HRICKSL 0 T IOD SL 0 T DRAIN NTS EXPANSION JOINT OR CONTROL CRACK BRICKSL 0 T STAIL ESS " WIDE SL O T 0.5" CONCRETE a ZIla a EL EC TRIC /GAS TRENCH DE TA IL NOT TO SCALE BED Q"BELOW AND COVER 6"ABOVE PIPE WITH CL ASS 6 ROAD BASE MAX. SLOPE 0.75: 1 41 -PVC CONOUI T SEL EC TRIC 2" GAS L INE (G vOil/ a a �. - CONCRETE BEDDING AND SL AB PREP MA TERIAL COMPACTED ROAD BASE TEL EPHONE AND CA TV TRENCH DE TA IL NOT TO SCALE CURRENT CI T Y OF ASPEN BACKFIL L AND ;OMPACTION STANDARDS ARE TO BE MET MAXIMUM 8"LIFTS WHEN COMPACTING MAX SL OPE 075:1 BED Q"BELOW AND COVER 6"ABOVE PIPE WITH CLASS 6 ROAD BASE 1"PVC CONDUIT d5° RAD T YPI CA L SERVICE "Y " CONNEC TION 11 WYE FITTING ON NEW IAL L A TIONS SADOL E OR W YE EXISTING CONNECTIONS TO STING MAIN BASEMENT LINE g — 2X4 POST PAINTED GREEN PLACE TRACER WIRE ONTO 2X4 POST POST ABOVE AND SLOOP ONTO END OF PIPE BELOW. O LI :AP M,'N. SLOPE _4i" PER FOOT SER VICE BRANCH TRENCH CROSS SEC TION FOR SE OIER 45° EL E VA TION NOT TO SCALE NO TE: WA TER AND SEWER L INES ARE REOUIRED TO BE GREA TER THAN 10' APART. �--- PROPOSED GRADE MAXIMUM SL OPE: %5: 1 GOA BACK FILL MA TERIAL AND COMPACTION STANDARDS ARE TD BE MET MAXIMUM 8"LIFTS WHEN COMPACTING `CL ASS 6 AGGREGA TE BASE COURSE COMPACTION TO 950 PER ASTM D698 o. "MIN One SCREENED ROCK FOR BEDDING 8'j INIMUM TYPICAL CURB AND GUTTER PORTLAND CEMEI CONCRETE (CLASS 12 6" (MIN.) AGGREGATE BASE COURSE (CLASS 6 NQS NOTE CONCRETE MUST CONFORM TO CDOT CLASS "D" (MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4500 PSI). BOX OF THIS STRENGTH MUST BE GAINED IN THE FIRST 7DAYS REPLACE ASPHALT TO SAWCUT LINE D MATCH EXISTING DEPTH ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. O w z O 'V 0 CL 0� W 0 tU UJ � ll 1 W {s� i w6d s M C d5° RAD T YPI CA L SERVICE "Y " CONNEC TION 11 WYE FITTING ON NEW IAL L A TIONS SADOL E OR W YE EXISTING CONNECTIONS TO STING MAIN BASEMENT LINE g — 2X4 POST PAINTED GREEN PLACE TRACER WIRE ONTO 2X4 POST POST ABOVE AND SLOOP ONTO END OF PIPE BELOW. O LI :AP M,'N. SLOPE _4i" PER FOOT SER VICE BRANCH TRENCH CROSS SEC TION FOR SE OIER 45° EL E VA TION NOT TO SCALE NO TE: WA TER AND SEWER L INES ARE REOUIRED TO BE GREA TER THAN 10' APART. �--- PROPOSED GRADE MAXIMUM SL OPE: %5: 1 GOA BACK FILL MA TERIAL AND COMPACTION STANDARDS ARE TD BE MET MAXIMUM 8"LIFTS WHEN COMPACTING `CL ASS 6 AGGREGA TE BASE COURSE COMPACTION TO 950 PER ASTM D698 o. "MIN One SCREENED ROCK FOR BEDDING 8'j INIMUM TYPICAL CURB AND GUTTER PORTLAND CEMEI CONCRETE (CLASS 12 6" (MIN.) AGGREGATE BASE COURSE (CLASS 6 NQS NOTE CONCRETE MUST CONFORM TO CDOT CLASS "D" (MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4500 PSI). BOX OF THIS STRENGTH MUST BE GAINED IN THE FIRST 7DAYS REPLACE ASPHALT TO SAWCUT LINE D MATCH EXISTING DEPTH ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. CHECKED BY.RBG DRAWN BY. -TRS O r z O 'V 0 CL 0� W 0 tU UJ � W L+d w6d I 6 M C Q O j]i O O M O rn O cej cp Q� Q� U O co CHECKED BY.RBG DRAWN BY. -TRS JOB A 2016-02 NOT FOR CONS Ti4UC1 LOON O U z O m 0 CL 0� L. � 0 tU UJ � Lu C) L+d w6d I 6 Q O O N DETAILS 1 co CD C) JOB A 2016-02 NOT FOR CONS Ti4UC1 LOON O U z O CLW 0 CL 0� L. � 0 tU UJ � Lu C) L+d w6d I 6 JOB A 2016-02 NOT FOR CONS Ti4UC1 LOON 17 O U z O CLW 0 z� LuQ W O CL c� Q O O N DETAILS 1 17 Opp 5f-, F l V t Y- VY YL CONCRETE 7� T RESMA T DEWS E7fi r, lt7 6F "W., cur " w D&V 0 7M i4 cr S** P1P E 190 )iS% CL S1di7rL Ammw » AV jkk _ A iQUTIBP O 8 FLAW ` AWAN, IN PM5f#IG_. ' 7FE GiP Lu ... lI "'Ye _. TE£. At1 A hw O n DZO mm Am Em 11-1/4 2.—.-,* 43 1 90 Iii ff-fI4 M-44 40 00- 4w r 1.46 f.2w 280 4tso J8w itv 1.311 �m 410 4w yiz$ E4 ?»MO 14,4005 9 t w X50, Lei lam :ZOO aW,, A& f0`' kl5 d23. AitifT 12" am 240 4m 7.75 14.0' law fP' A& 4075 .w Y&� 1,20 278' AAwI ft00 2909 1#fl0 tf 2.75" 828 fdt00 100 1010 so OW f,$75 2400 19.410 f6'' J` f! 7W aJi34 1875 20'J10 AM, -V WP JOW *)s 4r -v J94W fd'` f8`0. tlttl 421i' 14w 2ett3 CONCRETE 7� T RESMA T DEWS E7fi r, lt7 6F "W., cur " w D&V 0 7M i4 cr U CL AT ewer -cam' _ A iQUTIBP O 8 FLAW ` AWAN, IN PM5f#IG_. #V L N1At Nil � 7FE GiP Lu h` lI "'Ye _. TE£. At1 A hw O BEW DZO M-7/4 JV- f/'1 Iii 0' 1f ,f At -f'& 4w sw d' 1.00 t m' 150 ow 1i 14V 2A6e, too yiz$ E4 110 ; Q10 41#0 113v 7,;V Ow IM Alm fZ50 SitQO ao"AM,Rd0 � 9.W 14M Am 21SS Sts' MAW Tam fi-v i2` Jt Z# iS00 aw Am _ 1,00 00 xv f*,w gam 14 f4" AW ;."n m1W 281110 sua 170 jm�w X40 sm iR"QD 1313`0 ag# Aw A'm Am 4r -v J94W fd'` f8`0. tlttl 421i' 14w 2ett3 SZ2'.i ; CONCRETE 7� T RESMA T DEWS E7fi r, lt7 6F "W., cur " w D&V 0 7M IiYAw 1J610E ow 712a;: ' AOX dlBF Shctil7 S' 2°i � hAffT` 0' f i4 cr U CL AT ewer -cam' _ A iQUTIBP O 8 FLAW ` AWAN, IN PM5f#IG_. #V L N1At Nil � 11iE iiNtYE —�> Lu h` lI "'Ye h O CL (� IiYAw 1J610E ow 712a;: ' AOX dlBF Shctil7 S' 2°i � hAffT` 0' f ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. i4 cr U CL AT ewer -cam' _ A iQUTIBP O 8 FLAW ` AWAN, IN PM5f#IG_. #V L N1At Nil � 11iE iiNtYE —�> ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. a O cVi) CL i4 cr U CL 0 O a op I I Lu h` h O CL (� E AIL 2 AA 1,\ y 1i V � � �r lam' CHECKED BY.RBG DRAWN BY. -TRS m O � O O N co O NCN ; a O cVi) CL � U CL 0 O a op I I JOB #: 2016-02 NOT FDR CONSTRUCTION- _-- O w OujCL Q co Lu h` O CL (� E AIL 2 71 Adam �W r E q,4,!* ftt& Sofia, tv 4 6" 'Stubout 1P I a n 1 e, W RAE t 4,- Negnah R -3462-B or Equivalent A 4 HMA Depth According to Table 2.31 .4 —1 5^ Approved Flexible .--4D+ Joint Sealant 4 . 4 44 —t-3 C1_R Typical I Spacing 4A d Va ;es per Notes 1,4 ti d 12" Overlap w/ 4" Rebar a 4 4.A 4 %4 A'. 4 Notes: 1. Concrete must conform to CDOT class "D" (minimum 28 -day compressive strength of4500psi). 80% of this strength must be gained in the first 7 days. 2. Base course under manhole must be compacted to 95% of maximum modified proctor density within 2% of optimum moisture as defined by ASTM 1557 Method "C". 3. Steel reinforcement: #4 rebar 9" O.C. x 9" O.C. for floor slab #4 rebar 9" O.C. horizontally and vertically for walls 0 #4 rebar at opening (2 above @ 3" spacing & I each side) a #5 rebar 6" O.C. in both directions for top slab 0 #5 rebar bent rectangularly with 8" overlap to support frame and grate opening 0 Vertical steel shall be placed at centerline of wall. All reinforcing bars shall have a 2 IN. minimum clearance. All reinforcing bars shall be epoxy coated. • Rebar splices must maintain a 12" minimum overlap 4. Inlets >5' deep shall have non -slip steps down one side a maximum of 16" O.C. 5. All inlets shall have a "No Dumping, Drains to River" Notice Plate, surface mounted to the top of the curb. STORM DRAIN INLET DETAIL R ENGINEERING DEPARTMENT ary OF ASPEN DALVISIONS TE COMM.-ENTS 517 E HOPKINS STREET STANDARD DETAILS XX/XX,XX ASPEN, CO 81611 1 DiE Crry oF Aspv,,,v PHONE: (970) 920-5080 CREXHON DATE: I I/01/13 fNITIALS: GCS LAST .MODIFI(:AI'10'.NDATE: 05.,OC15 LNITTALMAD WWW,ASPENPITKIN'-COI�liDEP-Agf,-ME,,'ISiENCINEURINC:/Db."',IGN-CONSTRLjC'FlONi Section View Notes:, t ftits will be pr` avided wiftt of 2, Concrete f& basev, shall conform, to CDOT's CIdge, `D�' jrdn"Imurn., 2$—,40y oompresWvo strongth of *500psl), I stubouts ore, 6' fr, langfh and aro mulde 24" below grodo A� 24"" Rod Anchor Bolt Detail TV slot Plate "Detail 1=� Oft DOW F0r1Dj^VjUP,11b1.,i-- Rxtit.1-re L'" -E Liv WJA# A0114k Typfte (NOATU, bkAv) Cnw OF 1A."01111 5 17' E H 0-,"-J N S ST RE ET FM"AW DET MUS &SPE N, 00 81611 PUO -SE (,�_ 76) Wff)4W NOTEIS� I T _JX40") 1. This Mail Is It be used Wy wheft, aft 2. Section A - A 2, ftinfwtment is to consitt of #4 Geaft 40 L W mbs, moximno of,24* O.C, fkotw s",11 to plw4, a minimum of Zak we of slab, ole* 20", 110d. mintm- om of;?, wow top of slab. A a. ease, f0�walk out of va fills travel path Is A Ao oonslat of V(miri) of ABC CL -e "r scarffled PrV64 Lft, (Al" and t,%mWW sobbw- 0*40 W ralMom*d fir nIs to consisi of W (rol n) of ABC CL -S w -w soadflod and m wodwbbasa. Sme Is to be aoo 7 ntethodC. or .4 i 2% �1�1 4," e 1ltlnIm4m- slope noeossar� Io malnulr, draipoge, it to bo aqod tWouqNW, Rompo 'a Is M to oxceed 12.!1. Sidewalk md e'M Steet slope k% oms slope, Is not to, .,� ORA W ",Q"4 11 01yo 9 47 lf*lq , 5�, Carlerete �0nfbrm 0 to wo"r dss *IT' Is, to bei for. all f latwwk wnstrudan, Mhlr"M Afhaoass shal I bo, 441of s Oftrak 8" ft Em F 9 lky or SEE DESION $TANEAMS < 7-7-- and relmomed tloo' 05. Reber splices shall ham a mlnhwm 12" V ALSC CL -6 oap. ,06 40, Robar 46, i;44 0,96 #4 earn: wefl 7. "i must " a iTtinimorn of 17 votilcol Iso bViomer. flaMIne of ger and lowest point on Sectlon C - C any adjaceN slnMure. fawro4 shall be lw*tod ou,�*ft 4 C H C thoskjH triarl4a, as, art within the Olt), of iT -14- 12% twx) AsWDesIgn Standarft, cc (".0 917". slopo of DOW, 00061, to t, 3 8. 4 W") . ' Z, a ettr N16 PM"I%Y the qk1loy-) 0* ASC 066 J Side Crosa sea llan ,,,,law of A 4 Ramp and Omssing LTAMAT"15 ENGROTERMIXPARIIOENT CITY Or, INSM-114 twro CWINM5 5 17 E HQPKMS STREET STANIDARD DETAILS ASPEN. CO 81611 PHONE- (970) 920-5080 M", D4"TVJ91WI;1 WMAZ$'JAD Www"WFUN"TWIX, F:�M! i� ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. UM2 0 CHECKED BY.*RBG DRAWN BY.•77RS O CL Uj CO U) U) o cry a t6 too O _4 Q DETAILS 3 O� S o OL Qz r< CO CHECKED BY.*RBG DRAWN BY.•77RS JOB #., 2016-02 NOT FOR CONSTRUCTION O CL Uj CO U) U) o cry a DETAILS 3 OL to CO L -U LU Q Q CL M I I N JOB #., 2016-02 NOT FOR CONSTRUCTION O CL Uj Uj o cry a DETAILS 3 OL L -U Q Q CL M I I JOB #., 2016-02 NOT FOR CONSTRUCTION O CL Uj Uj 0 cry DETAILS 3 r r RO 10 GRAPHIC SCALE 5 10 20 t IN FEET i inch = 10 ft. 40 ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. U z U O ® 0 (may �MM 1 m 1 1 1 1 1 1 I z W Luw M °- Q � Z =D 0 Q N EROS/ON CONTROL `- Q v 0 CHECKED BY.RBG DRAWN BY.TRS m z cn cn w I ! 0 w � o N cfl 0 I 1 1 Q C U � U O ® 0 (may �MM 1 m 1 1 1 1 1 1 I 1 1 1 JOB A 2016-02 NGT FOR CoNsTFZUCT101il z Lu z W Luw o °- Q 0 0 N EROS/ON CONTROL INLET PROTECTION DETAIL NOT TO SCALE ROCK SOCKS FOR INLETS 8"-18" IF USEu tir �.vnua�Hrtiry A STRAW WA TTL E COUL D BE USED INSTEAD OF A ROCK SOCK REMO VE INL ET GRA TE PL ACE GEO TEX TIL E FABRIC BEL OW GRA TE AND REINS TAL L SILT FENCE DETAIL NOT TO SCALE V -SHAPED TRENCH SECTION FIL TER FABRIC LATH COMPACTED EARTH —A BURY FABRIC FL A T BOTTOM TRENCH SECTION FIL TER FABRIC LATH �- COMPACTED EARTH —, 18' 71244" RUNOFF 12"MI IMU/ LARGER ROAD INLETS AND GRA TES MAXIMUM DRAINAGE AREA = I ACRE WOVEN /4"X 28"ROCK BAGS SURROUND INL ET WITH 2 COURSES OF BAGS CAN USE DANDY BAGS IN PL ACE OF ROCK BAGS SECTION INTERWEAVE BAG ENDS TO CL OSE GAPS BETWEEN BAGS NOTE 12"MINIMUM HEIGHT IS WAIVED IN CASES WHERE FLOOD DAMAGE WOULD OCCUR IF BAGS ARE OVERTOPPED. LARGE INLETS AND GRATES IN LANDSCAPING SEC TION INL ET STRA W BALES ANCHOR WITH 2 STAKES F 61MINIMUM ALL CIVIL SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL ENGINEERING IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. JOB A 2016-02 NOT FOR CONSTRUCT/ON F— CHECKED BY.RBG DRAWN BY. TRS CL m ° CL U Lu m z U a z 0 o a 0 1 6 1 � cFo coo Lu O N N DETAILS JOB A 2016-02 NOT FOR CONSTRUCT/ON F— Z CL ° CL U Lu m z U a z 0 o a m 1 1 6 1 - N � n+l EROSION JOB A 2016-02 NOT FOR CONSTRUCT/ON U Z CL CL n+l EROSION CONTROL DETAILS WASPEN STREET k PROPOSED ASPEN TREES E. HOPKINS AVENUE l EXISTING WATER� ?�\ LINE TO BE ABANDONED STORM WATER QUALITY AND MANAGEMENT (CHECK DAMS) CROSSING, CURB AND GUTTER ,�,., IMPROVEMENTS PER CIVIL SURROUNDED BY NATIVE RAIN �l VI I r. PROPOSED SHADE Y TREES IN R.O.W. I I - I zt EXISTING FIRE HYDRANT TYPICAL CONCRETE SIDEWALK BELOW - PROPOSED LAMP POST � TRANSFORMERAREA I PROPOSED WATER LINE' EXISTING TREE -- `2,��' c= t =` £ >=ne5r ✓R.°- y 6 #' �s.,#' '� 4J'.'Yi':a..Q'v.. vi.4'i,. :.. ` EXISTING LAMP ' POST TO BE ----------- RELOCATED g. )� 2% SIDEWALK CROSS SLOPE @ DRIVEWAY s.x ga a�0Of1 DM NARROW VERTICAL SCULPTURAL BIKE RACKS PARKING FOR 6 BIKES l PRECAST PERMEABLE PAVING nc �` e' v CAST STONE BENCHES — --- — �— --- — C '�. MECHANICAL SCREEN x<. 6 4 f — STONE ENTRY PAVING\17Y I NEW CURB AND GUTTER PER CIVIL WASPEN STREET k PROPOSED ASPEN TREES E. HOPKINS AVENUE l EXISTING WATER� ?�\ LINE TO BE ABANDONED r r r , r . — t LOW CHEEK WALL W/HANDRAIL - ! i r t � _ OUTLINE OF EXISTING BUILDING r , J r . J � Yt� ! t r J r • i t J r r J r r s J "* r ' i / l _ ^ J r t - DECK BELOW i STORM WATER QUALITY AND MANAGEMENT (CHECK DAMS) ,�,., COBBLE STORM WATER SWALE SURROUNDED BY NATIVE RAIN GARDEN PLANTING r. PROPOSED SHADE Y TREES IN R.O.W. I I - I TYPICAL CONCRETE SIDEWALK BELOW 1 r TRANSFORMERAREA EXISTING TREE `2,��' c= t =` £ >=ne5r ✓R.°- y 6 #' �s.,#' '� 4J'.'Yi':a..Q'v.. vi.4'i,. :.. ` EXISTING LAMP ' POST TO BE ----------- RELOCATED ASPHALT � ASPHALT PAVING )� 2% SIDEWALK CROSS SLOPE @ DRIVEWAY r r r , r . — t LOW CHEEK WALL W/HANDRAIL - ! i r t � _ OUTLINE OF EXISTING BUILDING r , J r . J � Yt� ! t r J r • i t J r r J r r s J "* r ' i / l _ ^ J r t - DECK BELOW i i I I - I DECK BELOW 1 r _ ----------- - - - SITEBENCH MARK = 7901.14' (PER SURVEY) SS -- PROPOSED SITE PLAN - DEV AGREEMENT _ -- �/�" = �'-�" U U I I (� 1 4 8 16 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 CONSULTANTS ISURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970) 928-9708 jeif@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 1 (970) 948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-5174 zg mlyons@klaa.com MECHANICAL 11 Architectural Engineering Consultants 9 40801 US -6 #214 Avon, CO 81620 (970) 748-8520 taylor@aec-vail.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970)319-2232 Chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com F I NAL AP P ROYAL DOCUMENTS DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C SITE PLAN 22 r SITEBENCH MARK = 7901.14' (PER SURVEY) SS -- PROPOSED SITE PLAN - DEV AGREEMENT _ -- �/�" = �'-�" U U I I (� 1 4 8 16 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 CONSULTANTS ISURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970) 928-9708 jeif@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 1 (970) 948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-5174 zg mlyons@klaa.com MECHANICAL 11 Architectural Engineering Consultants 9 40801 US -6 #214 Avon, CO 81620 (970) 748-8520 taylor@aec-vail.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970)319-2232 Chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com F I NAL AP P ROYAL DOCUMENTS DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C SITE PLAN 22 Ch A U h a 6 c 0 V, U n LD A 0 10 0 U u w 0 0 L a � X m; ;a �J W w W� J 2 Y a �a ca w yG &a w� gc�a a�¢ H U jt X N O % % 0: N w�cvi X �tjUQ N oa�rx� 3 L X ¢ 64 N U S X % / L d -6/ �X L r4f£Ai A L W Q q x a a U Q � z w OC %�N �^ daIR c�N :or: cc a r O n U J N Na}�Y J d m d J0G 020 L coati I/ni ari/rN -0:uu9,a v41,W o0 U>>CL L 0 �_1JJC� U t 9 duan e 0 94'4:W WQ O J V > aCAdd ON �K E0• L 10L, R 4 CU0 vT Wnw UU7'E <LL L L �xxxx=ai xxxx=� Er X w S t t t X x aa -aa xx 0 111 - I )F PLANT SCHEDULE TREES BOTANICAL NAME CONT CAL QTY AGF Acer ginnala 'Flame' B & B 2"Cal 1 Flame Amur Maple GD Gymnociadus dioica B & B 2.5"Cal 2 Kentucky Coffee Tree PT Populus tremuloides 30 gal 2"Cal 7 Quaking Aspen SHRUBS BOTANICAL NAME SIZE FIELD2 QTY AM Achillea millefolium 1 gal 4 Common Yarrow AA Agastache aurantiaca 'Coronado' 1 gal 1 Coronado Hyssop AC Agastache x 'Coranado Red' 1 gal 1 Anise Hyssop AF Athyrium filix-femina 1 gal 18 Common Lady Fern BB Bouteloua gracilis Blonde Ambition' 1 gal 18 Blue Grama CK Cornus sericea 'Kelseyi' 1 gal 3 Kelseyi Dogwood Cl Cornus stolonifera 'Isanti' B & B 8 Isanti Dogwood CA Cotoneaster acutifolius B & B 5 Peking Cotoneaster CT Cotoneaster apiculatus 'Tom Thumb' 1 gal 14 Tom Thumb Cranberry Cotoneaster FE Festuca glauca 'Elijah Blue' 1 gal 68 Blue Fescue HA Hakonechloa macraAureola' 1 gal 3 Golden Variegated Hakonechloa HS Helictotrichon sempervirens 1 gal 19 Blue Oat Grass HX3 Hosta x 'Blue Cadet' 1 gal 5 Plantain Lily HX2 Hosta x 'Elegans' 1 gal 4 Plantain Lily HX Hosta x Royal Standard' 1 gal 5 Plantain Lily JB Juniperus squamata 'Blue Star' 5 gal 1 Blue Star Juniper LA Lavandula angustifolia 1 gal 8 ' English Lavender FLS Liatris spicata 1 gal 9 Spike Gayfeather NL Nepeta x 'Little Trudy' 1 gal 23 Catmint PL Penstemon linarioides coloradoensis 1 gal 8 Blue Mat Penstemon _ PM Penstemon mensarum 1 gal 7 Tiger Beardtongue PH Pinus sylvestris Hillside Creeper' 5 gal 2 Hillside Creeper Scotch Pine SP Sedum x 'Purple Emperor 1 gal 5 Stonecrop VD Viburnum dentatum 'Christom' 10 gal 5 Blue Muffin Viburnum GROUND COVERS BOTANICAL NAME CONT FIELD2 SPACING QTY BM Brunnera macrophylla 4"pot 12" o.c. 287 Siberian Bugloss DR Draba rigida 4"pot 8" o.c. 30 Yellow stardust draba GO Galium odoratum 4"pot 12" o.c. 318 Sweet Woodruff HP Heuchera micrantha Palace Purple 1 gal 16" o.c. 14 Palace Purple Coral Bells SR Sedum reflexum 'Blue Spruce' 4"pot 8" o.c. 58 Blue Stonecrop SD Sedum spurium 'Dragon's Blood' 4"pot 8" o.c. 64 Two Row Stone Crop TP Thymus pseudolanuginosus 4"pot 8" o.c. 42 Woolly Thyme GENERAL LANDSCAPE NOTES 1. IMMEDIATELY FOLLOWING SEEDING OPERATIONS OF SPECIFIC ZONES, THE AREAS SHALL BE PROTECTED FROM TRAFFIC OR OTHER ACTIVITIES - EXCEPT WEED CONTROL. 3. CONTRACTOR TO LOCATE UTILITIES PRIOR TO DIGGING AND FINAL TREE LOCATIONS TO BE ADJUSTED ACCORDINGLY. 4. GRADING AND DRAINAGE SHOWN IN CIVIL PLANS CALLS OUT FINISHED MATERIAL ELEVATIONS. ACCOUNT FOR BUILD UP OF TOP SOIL DEPTHS, MULCHES, ETC. WHEN SETTING FINAL GRADES. FINISHED GRADES TO BE 2" TO 1" BELOW ALL PAVING SURFACES AND MIN 4" BELOW ANY TOP OF WALL ELEVATIONS. 5. REFERENCE IRRIGATION PLANS PRIOR TO ANY PLANTING. ENSURE IRRIGATION SLEEVING IS IN PLACE WHERE NEEDED AND LOCATED 6. FOLLOW ALL TREE PROTECTION PLANS AND LEAVE UP FENCING AS LONG AS POSSIBLE PRIOR TO PLANTING PREP AND INSTALLATION. 8. CONTRACTOR TO LAYOUT SITE PLANTING AND ARRANGE SITE VISITS IN ADVANCE WITH LANDSCAPE ARCHITECT TO APPROVE AND OR ADJUST PLANT LAYOUT 9. ENSURE IRRIGATION SYSTEMS ARE CHARGED AND FUNCTIONING PROPERLY PRIOR TO ANY PLANT INSTALLATION 10. LANDSCAPE ARCHITECT TO APPROVE LAYOUT AND DESIGN AESTHTIC OF COBBLE CHANNEL PRIOR TO CONSTRUCTION. REVIEW LAYOUT AND DESIGN INTENT WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION TURF NOTES 1. ALL AREAS OF DISTURBED TURF FROM CONSTRUCTION TO REPLANTED WITH NEW TURF. AREAS OF DISTURBANCE AND GRADING IN PARK AREA AND R.O.W. AREAS TO RECEIVE NEW TURF AND RETROFITTED IRRIGATION AS NEEDED. AREA OF NEW "BULB OUT" CONFIGURATION TO RECEIVE TURF AND IRRIGATION. TURF TYPE TO BE COORDINATED IN CD NOTE: FINAL PLANTINGS WILL BE APPROVED WITH BUILDING PERMIT APPLICATION ALL LANDSCAPE SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. m; ;a aw wW >> wW 2 Y 0. $a oQ iw ° &a o als s� U L A < N d I I Vp d X X V o CO xxE E ON >Sa O L V�/rEiN W C�Va WQ'txx Ji+LL 33y1 N IX C X �VUgN a 1 1 X O O: XXX U aj„w=y d 4' A L q I O!Uor7p%X X -Ex” L N a/H'�rXi /VI" S1 Y --1 ma LW WLIA N.H.J rUr^WK LH 6' 1Q CLW x�Nln 1 0. / o A� io�amvNi W M J J I I an^$°6a o l == c d o „ u � m na-u J d u �om A aa01 °ri/rul � % OX VXJ[ U+�I,,+II du u V kA O — J� w LO L i dVwW/0. O CD J x i X y!¢QcID U -T0. C Ol yu G7R E N �tMW W VQ O NV1V > amdaaa °U X—mm a (L (L cu LV� VW UU 1'_£ PQK¢QNN � M X X X X 0. W x x x -c x -Z Fq :tL t XX X'0'0m0XX NOTE: FINAL PLANTINGS WILL BE APPROVED WITH BUILDING PERMIT APPLICATION 0' 2' 4' 8' ORIGINAL SCALE: 41 -011 ALL LANDSCAPE SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 311 Main St., Suite 102 Carbondale, CO 81623 1970.963.6520 r "/ / I II i I I I I I LLJ z W _/ O O 0 O (n D O 0c) p viz O O0— N o Q PROJECT ; NO, 15357,00 U 2016.11.17 PERMIT SET DRAWN' BY: JC CHC.v IED By. Mii PLANTING PLAN S. r Al w o V L < a = X O j 3a a J W W > > W W J J 2 Y W $a qw go � a a ii Sn4 3�h i.4 1 p 6 NX Y M I E >O I >Lra nr is /° r/ cy wcsoal- Am x y N X CC x C ALo' 1 p 1 1 U LXX O qd hN Vl� V `qr m UIXx I ~ OCVG�%X x QQ0.0 t0 V% 4/� x /vl=�!/x E 4f�q L/ g W W q q x d a U 6 U 4tQ j/i.. 4.Unf��2 ��`�maa x Ln Lr) / I U C$ I m vri W M J J I I o vmo / °=°a / O / .-C00 d Ij ai�+r J O I maa I/ni g32� Asa J y W W L p >>o. s d NW W/O. O 0j J x/ L u u n!aar s +:R . CL c v yu CL qm E to �4 W W LQ ON0W> (L (L 0. L i_oo no u > oma E N w is wr �LjU LL L L L QT N N 1no!xxxmii W X X X X Sq w SSSSXX x-ovmmxx SEE SHEET L6.1 WEST SIDE PLANTING AREA NOTE: FINAL PLANTINGS WILL BE APPROVED WITH BUILDING PERMIT APPLICATION ALL LANDSCAPE SHEETS ARE CONCEPTUAL IN NATURE. FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. MR I 0' 2' 4' 8' ORIGINAL SCALE: 4"=1'- 0" I i I i i LANDSCAPE ARCHITECTURE URBAN DESIGN + LAND PLANNING ECOLOGICAL PLANNING 311 Main St., Suite 102 Carbondale, CO 81623 1970.963.6520 I— W wig LU Ljj LL z M wO U 0 vi O [/ [O — z p Uj I C) 0— O < I v..- 2016.11.17 PERMIT SET DRAWN BY. ui., D-'IECKED BY: MD SHEET: IT F' PLANTING PLAN SI FET �ij of �, ms va WW WW J J Z_ Y 6 �a OO W y00 ao a �a aA1�N 3 UU i+'Q 6 x X a o Y > pE Ua�A d � d e+•m x £ U , I -A I x U a'yXXx O �d y1l Sd W L k = ti_ v y O r xj F o �OQiz r1 -u'-' " n, -ail-rx c E4tani A I a 2 1a 2 vi nN�� Ll-mroaa Oa of U 1 O6V7E` m in n a a ate*; }�ia0 � I R O h N J N IPl tl +a U J =�k4" J O O = O wawa mi _j N JJO0 J >> L O u V i i a S amWwi_a i u u %(L cm !¢QYlb Q.lb oa,�JOOE a �aww a,<c ,"w > Lm ON ama a L i o m ao o xa�I.a�n > i ££a v1, J U U 1 o iQC wa'EQyN ulmx x%Sal X x x x Q w �.0 Lwj CSLXX X "av'an x L6.3 PRUNE DAMAGED OR DEAD ii'J'OOD AS DIRECTED BY LANDSCAPE ARCHITECT DO NOT CUT LEADER WRAP ENTIRE SURFACE OF TRUNK UP TO SECOND BRANCH WITH TWO LAYER CREPE TREE WRAP SECURED @ TOP AND BOTTOM & AT TWO FOOT INTERVALS; SEE NOTES. PLANT TREE W/ TOP OF ROOTBALL 1-2" ABOVE FINAL GRADE WITH ROOT FLARE LOCATED AND EXPOSED MULCH RING, MIN. 30" IN DIA., PULL MULCH BACK 6" FROM TRUNK. 4" HEIGHT WATER SAUCER IN NON -TURF AREAS BACKFILL WITH NATIVE SOIL AFTER TREE IS SET IN PLANTING PIT, REMOVE ALL TWINE & WIRE FROM TOP & SIDES OF ROOTBALL SET ROOTBALL ON UNDISTURBED SUBGRADE-DO NOT OVER- EXCAVATE NOTES: 1. MULCH TO BE 2" DEEP. MULCH TBD. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 2. ALL TREES 3" DIAMETER OR LARGER MAY BE STAKED FOR ONE YEAR IF PROPOSED BY LANDSCAPE CONTRACTOR AND APPROVED BY OWNER'S REPRESENTATIVE. 3. WRAP ALL SINGLE -STEM DECIDUOUS SHADE TREES IN PARKING LOT SEE SPECIFICATIONS NOTES FOR TIMING OF WRAPPING AND UNWRAPPING. TREE PLANTING EDGE OF BEI PLANT SPACING A B C D 6" 6" 611 511 611 811 81' 611 711 811 12" 12" 811 10" 1211 18" 1811 9" 152" 1811 24" 24.1' 18" 2111 2411 3011 3611 30" 3611 151' 1 301' 26" 3111 30" J6„ - 48" 4811 30" 42" 4811 6011 60" 3611 5211 6011 NOTE: ALIGN FRONT ROW PARALLEL TO BED LINE 1" = 1" -01 NOTE: FINAL PLANTINGS WILL BE APPROVED WITH BUILDING PERMIT APPLICATION MIN. NOTES: PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE GRADE AT WHICH IT GREW. APPLY MULCH 2" DEEP IN SHRUB BEDS. DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER OR MORE. REMOVE CONTAINER. LOOSEN SIDES AND BOTTOM OF ROOT BALL TO EXPOSE FIBEROUS ROOTS ROUGHEN SIDES OF PLANT PIT. SCORE SIDES OF ROOTBALL OF ROOTBOUND PLANTS ONLY BACKFILL WITH 70% TOPSOIL, 30% ORGANIC COMPOST 1) ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS. 2) HOLD GRADE 1" BELOW EDGE OF WALK OR CURB SHRUB PLANTING .�, '. NOTES: COBBLE, MULCH, OR PLANTING SEE PLANS SEEDED AREA PER PLANTING PLAN / PLANT LIST TOP SOIL 14 GAUGE ROLL- BLACK STEEL EDGER CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT = AND OWNER PRIOR TO INSTALLATION METAL STAKES PER EDGER MANUFACTURER C 1. SET ALL EDGING 1/2" ABOVE FINISH GRADE AS SHOWN. 2. EDGING SHALL ABUT ALL CONCRETE CURBS, WALKWAYS ECOLOGICAL PLANNING I AND PAVING PERPENDICULAR OR AS SHOWN ON PLANS, Carbondale, CO 81623 1970.453.6520 AND FLUSH W/ GRADES OF CONCRETE. B 3. ALL JOINTS TO BE SECURELY STAKED. 4. EDGING TO BE PARALLEL WITH GRADE. 5. INSTALL EDGER PER MANUFACTURERS SPECIFICATIONS USING SPLICES AND CORNERS AS DIRECTED. ill ill -01 5 LANDSCAPE EDGING -01 2- 3" SIZED MEXICAN BEACH PEBBLES 2- 4" DEPTH FILTER FABRIC, TO COORDINATE WITH CIVIL AND CITY RAIN GARDEN STANDARDS INFILTRATION ROCK COURSE LAYERS TO COORDINATE WITH CIVIL AND CITY RAIN GARDEN STANDARDS APPLY MULCH 2" DEEP. NOTE: MULCH DEPTH AROUND PLANT BASE MAY BE THINNER. DO NOT BURY PLANT WITH MULCH. PLANT SPACING AS SPECIFIED 4 AND APPROVED BY LANDSCAPE L6 3 ARCHITECT IN FIELD REMOVE PLASTIC POTS IMMEDIATELY PRIOR TO PLANTING PLANTING PIT TO BE 2x WIDER THAN DIAMETER OF POT. BACKFILL WITH TOPSOIL. NOTE: FINAL MULCH TO BE SELECTED. CONTRACTOR TO PROVIDE SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO INSTALLATION. 3 GROUND COVER/ PERENNIAL PLAITING VARIES- MIN. 2' MAX. 3' SURROUNDING RAIN GARDEN PLANTINGS AND TOPSOIL NOT ES: 1.. FINAL CROSS SECTION TO BE COORDINATE WITH CITY RAIN GARDEN STANDARDS AND CIVIL ENGINEER 2. LANDSCAPE CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IN ADVANCE TO FIELD LAYOUT OUT SHAPE AND FORM OF RAIN GARDEN. FINAL GRADES OF RAIN GARDENS IN COORDINATION WITH CIVIL TO LAYOUT IN FIELD 1"=1"-0' \ L6.3 1" = III -Of " -0' ALL LANDSCAPE SHEETS ARE CONCEPTUAL IN NATURE, FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW. 1" = 1" -0' I � I LANDSCAPE ARCHITECTURE URBAN DESIGN y LAND PLANNING ECOLOGICAL PLANNING I 311 Main St., Suite 102 Carbondale, CO 81623 1970.453.6520 i I i I i j I W U) Z Uj� W I - Z U) O D o - I.- Oc) 0 c) O U) z UjO O 2016.11.17 PERMIT SET il n:,ED ,. CHI L. l i PLANTING i DETAILS I &6 ; 11. W z H W IL O [Y W 0 M FRONT PROPERTY LINE I I I I FRONT SETBACK I ° i ! — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r y Aspen, Colorado 81611 I a I P: 970.279.4157 F: 866.770.5585 LU 200 S Aspen 200 South Aspen Aspen CO ' 81611 I "' I 1 o , I , ! I I STAIR I 003 ! MECHANICAL 005 WATER/FIRE 004 ° I I ! ! I �sLLLV" I----- ! uJ I I I i EMPLOYEE RR ° 008 ! EMPLOYEE LOUNGE 007 I I LODGE W– F ° STORAGE ° 006 ! ! ° PREP AREA 009 I , I ° €r LAUNDRY 010 ! NMII I LOBBY 2 002 ! ELEV MACHINE F , ROOM 0 , 011 STAIR 1 UP � 012 013 UNIT 301 ! '' STORAGE LOBBY 1 iL----------- ' 014 i 001 ° I f ! I I i I I ! II I PARKING GARAGE 018 I T.O. SLAB = 86'-8" I � ! I ! I I I ! � I ! ! I , UNIT 302 STORAGE ! 015 I CAR LIFT MECHANICAL 2 ! 017 016 f� Li Li .r, I wco F`77-7M&M ui F w >x - --� ! I REAR SETBACK ! W z F- W a X a Lu 0 J \�J REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING 36 THE BUILDING PERMIT REVIEW N PROPOSED LOWER LEVEL 3/16" = V-0" 1 4 8 16 y^ CONSULTANTS SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 Jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz N STRUCTURAL KL&A 1 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-51.74 mlyons@klaa.corn MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vaii.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 Chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com F I NAL AP P ROVAL DOCUMENTS IDATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot Thru C LOWER LEVEL FLOOR PLAN 5 27 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 1 k� y^ CONSULTANTS SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 Jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz N STRUCTURAL KL&A 1 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-51.74 mlyons@klaa.corn MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vaii.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 Chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com F I NAL AP P ROVAL DOCUMENTS IDATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot Thru C LOWER LEVEL FLOOR PLAN 5 27 IIS LL) Z J } F- ry W Q- 0 0 IL LU 0 M FRONT PROPERTY LINE ME REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING 3s THE BUILDING PERMIT REVIEW n N PROPOSED MAIN -LEVEL 3/16" V-0" I u 1 4 8 16 '"', 400; 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen South Aspen As 200 Sou en CO p p 81611 s� g z.� CONSULTANTS s SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jeff@tss-us.com CIVIL Roaring Fork Engineering _ 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 7 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E N', Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com MECHANICAL Architectural Engineering Consultants ' 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vail.com f CONTRACTOR Madigan + Company M PO Box 9682 Aspen, CO 81612 (970) 319-2232 ' chris@madiganco.co 1 INTERIOR DESIGNER V dg+a interiors 5401 N Central Expressway, Suite 305 01 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com �3 IN w F I NAL APPROVAL DOCUMENTS w� 3 DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 FA DRAWN BY: LG, CF, ES gg_....._. COPYRIGHT FORUM PHI LLC s ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITYAND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot Thru C MAIN LEVEL FLOOR z PLAN 28 OWN,+,. .... U Lu z J F- ry o: W a_ O o_ 0 - Lu w 0 M FRONT PROPERTY LINE M REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING 36 THE BUILDING PERMIT REVIEW PROPOSED PARK LEVEL 3116" = V-0" (� 1 4 8 16 �J 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 3 0* 3� } S5; 5' CONSULTANTS ........................ ......................... ........__...... _.............. .... .....,.-------- _..._._.....,.........._..._..:. . SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970) 928-9708 V. jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz 5 STRUCTURAL ............... KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com MECHANICAL Architectural Engineering Consultants Q 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vail.com w CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco.co ;w INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com Sy FINAL APPROVAL DOCUMENTS S; x DATE OF PUBLICATION 1/23;17 11 PROJECT NO: 1404 P" DRAWN BY: LG, CF, ES " COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 �3 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: RAND: Lot: Thru C SPARK LEVEL FLOOR] PLAN k S. FRONT PROPERTY LINE I I i I I I FRONT SETBACK 1 1 I 1 1 i ----------------------------------------------------- --------------------- ---------� Y P: 970.279.4157 F: 866.770.5585 200 S Aspen II 81611 I 1 I m I � I I I i ' FID SHOWER I DECK RESIDENCE 1 SITTING 304 I I 1 I I 1 I I I I I I I n I I I I I I i Ott: a. IHALL I I I I IELIEV� I I I I I RESIDENCE 1 DINING 306 DECK T.O. SLAB = 120'-9" RESIDENCE 1 LIVINGIKITCHEN 301 OO/O� '--- DW - -- a I I I RESIDENCE 1 BATH I I 305 I 1 ' I I I WATER CLOSET WATER CLOSET _ I I 1 RESIDENCE BEDROOM 303 I RESIDENCE 1 ENTRY I 302 3 307 I ® I 1 I I 308 T.O. SLAB = 121' S 3 IR 1 DECK �— o 1 I 1 I T 1 �1 I II I I I I I i I I I I I I I I I I I � 1 x -F- - - _ RESIDENCE 2 BATH 315 RESIDENCE 2 CLOSET RESIDENCE 316 3171 N STAIR 3 I I 17 of i RESIDENCE 2 BEDROOM 313 RESIDENCE 2 KITCHEN — 310 —�j 2 BAR o 0 DVS I RESIDENCE 2 DINING 312 RESIDENCE 2 SITTING 311 i DECK y d I I 1 I I I I I 1 1 I I I I I I I I I I I I Q ,L T.O. SLAB = 120'-9" W a I 1 o I U) L------ - i I Is-----------®_---^----------------------------- REAR SETBACK i I ---------------------®-------__®1 —--—--—--® Lu z J (Y W n- o O a Lu 9 U) REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING 36 THE BUILDING PERMIT REVIEW N PROPOSED UPPER LEVEL 3/16" = V-0" 1 4 8 16 s, �y r1c"O'NSULTANTS � .............................' (SURVEYOR. Tuttie Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jeff@tss-us.com T CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 nt (970)948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vaii.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 V donna@dgainteriors.com 9� ? F I NAL AP P ROYAL DOCUMENTS rq 10 DATE OF PUBLICATION 1/23/17 1 PROJECT NO: 1404 IN DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C UPPER LEVEL FLOOR PLAN 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen > 200 South Aspen Aspen CO 81611 s, �y r1c"O'NSULTANTS � .............................' (SURVEYOR. Tuttie Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jeff@tss-us.com T CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 nt (970)948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vaii.com CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 V donna@dgainteriors.com 9� ? F I NAL AP P ROYAL DOCUMENTS rq 10 DATE OF PUBLICATION 1/23/17 1 PROJECT NO: 1404 IN DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C UPPER LEVEL FLOOR PLAN f5V000001 W z J W 0- 0 0 d W 0 a U) FRONT PROPERTY LINE I FRONT SETBACK I I I - I I ----------- ----- ----- ------ -- ----------- -+I --------------- - ------------------ A---- —-------- —I 200 S Aspen _ - 200 South Aspen Aspen CO -, 81511 m max, _.. _ - -- W FRI W ssz I �I , I I a — 4 )v - - _ CONSULTANTS µ _ i I I I I - MECH��..� 407 MECH EQUIPMENT (ME) I o ._� A11,I I I I. --- I - I I _ -._ I I i' _ I I 9 I : ___ _._ - - - I I � Bit 1B - _ _ _ _ 1 i I _._. .. -LLhv ! CI �i --- - I �I•---- I _ WIN , A, 8 81 0 Bi �l I i i � - a I I I I Tuttle Surveying T.O. SLAB - --------------- S PA !I i 4b4 i - i I I -I I - DECK _ _�s ! 0 406 - - abb I I I y , I = 131'-2'/2' -u _ I I f I I 401 I I I _ r _ ST IR 1 I� 402 LL I------------' D 8!8 I I ---, it I POOL -403 t i III I I I �I I I 8 in 1 ell 0 ii!9 o E �I I 8f e le l 8 I ` I 1 I I � -A L n I f I I _ ----- -- ---- -----, � I I: s I m w I I - - ----- - - - ---- - ----- - m (970)928-9708 )eff@tss-us.com _ " CIVIL 00 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 _ =_ richardg@rfeng.biz uj m_ KL&A 215 N. 12th Street, Unit E m (970)927-5174 u' mlyons@klaa.com �I Architectural Engineering Consultants I U) L----------------------- — - - - - - - - ------- ---------- -------_-_.---------_--- ----------------2-------------------1 I I I REAR SETBACK i I PROPOSED ROOFTOP LEVEL W Z J W a_ 0 a W a REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING THE BUILDING PERMIT 36 REVIEW 3/16" = V-0" 4 8 16 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 T: 200 S Aspen 200 South Aspen Aspen CO 81511 FRI ssz /.Y Ste' CONSULTANTS ......_......._ ... ........ ............_.........._........._........... SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 )eff@tss-us.com " CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz ' STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 u' mlyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 IAvon, CO 81620 t, (970) 748-8520 taylor@aec-vail.com !CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 x donna@dgainteriors.com F I NAL AP P ROiIAL R DOCUMENTS A a's s DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 s: DRAWN BY: LG CF, ES COPYRIGHT FORUM PHI LLC x ZONE DISTRICT Mixed Use PARCEL ID # 273707337001. F; LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: ` Lot Thru C, ROOFTOP PLAN L w Z J a 0 a w 0 M FRONT PROPERTY LINE I I 1 I I FRONT SETBACK I I I I I I --------------------------------- -------------------- ----- ---------- --I---------,IY CONTRACTOR 2-1 Madigan + Company PO Box 9682 Aspen, CO 81612 (970)319-2232 Y i t DECK BELOW .INTERIOR - - - m I — — — — — — — — — — — — — — l Dallas, TX 75205 (214) 522-6716, Ext 12 I � s BDECK ELOW~ I I a CONSULTANTS SURVEYOR Tuttle Surveying 727 Blake Ave V I 8:12 _ _ 8:12 _ _ 8 12 x __ 8:12 a I I I I DECK BELOW I — — t 8 12 I ti _ I ( 10 STRUCTURAL -- —= KL&A 215 N. 12th, Street, Unit E MECH Carbondale, CO 81623 — — — — _ mlyons@klaa.com 541 8:12 Architectural Engineering Consultants 40801 US -6 #214 I 8:12 I - -. I I I I I I 1(4'121 DECK I I M���� I I I I 1(4' 121 - �- LL -- /4:12 1 I fi fii �3 �� ,' 11(4:12 � 4 E + DECK t, a .. , ._.._. _— 8 ._....._ 1/4.12 1/4:12 1(4:12 I BELOW I I � l � x - _ : 7X-- p-111, �. l _- -� LL � --- I I DECK BELOW I _ I I 1 812 —— 8.:12 7 II 1 I I I 8:12 I i ,I I II I I I 1 I e I I, :12 'Ell I �' I • � _ _ ._._. _. _.__ i. 1(4:12 ------------ 8:12DCK 3 8:12 ( I BELOW 8:12 -_.8:12 I 1 DECK BELOW U - Q I � I m _- Lu- �I -- L_ ---� --,—_ _ _. - _� — - -- - -� o -----=_------. ------------------ - - - IV) L--------- i I I I---------------------------------------- _—�_---_ REAR SETBACK I _--_—__—_--------------------------------i PROPOSED ROOF LEVEL LU Z J H w CL 0 a w Di REAR PROPERTY LINE FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING 36 THE BUILDING PERMIT REVIEW 3/16" = V-0" 4 8 r 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen A 200 South Asper Aspen CO 61611 CONTRACTOR 2-1 Madigan + Company PO Box 9682 Aspen, CO 81612 (970)319-2232 g,, chris@madiganco.co DESIGNER .INTERIOR ? dg+a interiors 5401 N Central Expressway, Suite 305 l Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com � s a CONSULTANTS SURVEYOR Tuttle Surveying 727 Blake Ave 14 Glenwood Springs, CO 8160 (970)928-9708 jeff@tss-us.com Civ!!_ Roaring Fork Engineering 0123 Emma Road, Suite 200b 0 Basalt, CO 81621 (970) 948-7474 richardg@rfeng.biz 10 STRUCTURAL KL&A 215 N. 12th, Street, Unit E Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com 541 IMECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vaii.com CONTRACTOR 2-1 Madigan + Company PO Box 9682 Aspen, CO 81612 (970)319-2232 g,, chris@madiganco.co DESIGNER .INTERIOR ? dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com � s F I NAL AP P ROYAL � DOCUMENTS j DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITYAND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C 3 ROOF PLAN 32 mss. sSq PROPERTY LINE I SETBACK LINE SETBACK LINE -i PROPERTY LINE @ NORTH I i I @SOUTH I I I I I I I 1 145'-4" T.O. ROOF I. 135'-4" T.O. SLAB @ UPPER ROOF DECK 131'-2 1/2" T.O. SLAB @ LOWER ROOF DECK 121'-0" T.O. SLAB @ NORTH PENTHOUSE 110'-6" T.O. SLAB @ PARK LEVEL 100'-0" = 7896'-0" T.O. SLAB @ MAIN LEVEL 86'-8" T.O. SLAB @ LOWER LEVEL 1 I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — I I I I PROPOSED WEST ELEVATION FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW 3/16"= V-0" 1 4 8 16 f- ;s„�'"ti ^f. 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 w� "S y CONSULTANTS ,�''}. .»....»...._.............................................. ..... ........... ....._....»....,.....,......................................; SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jell@tss-us.com � CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 miyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vail.com s# _CONTRACTOR Madigan + Company PO Box 9682 Aspen, CO 81612 011 (970) 319-2232. chris@madiganco.co 4z INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 N, Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com S F I NAL AP P ROVAL DOCUMENTS Poll DATE OF PUBLICATION 1/23/17 I PROJECT NO: 1404 I DRAWN BY: LG, CF, ES I COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use 151 PARCEL ID # 273707337001 LEGAL DESCRIPTION CITYANDTOWNSITE OF ASPEN Block: 75 Lot:AAND: Lot: Thru C WEST ELEVATION 2 PROPERTY LINE SETBACK LINE SETBACK LINE PROPERTY LINE @ EAST 7 1 145'-4" T.O. ROOF 135'-4" T.O. SLAB @ UPPER ROOF DECI 131'-2 1/2" T.O. SLAB @ LOWER ROOF DEC 121'-0" T.O. SLAB @ NORTH PENTHOUS 110'-6" T.O. SLAB @ PARK LEVEL 100'-0" = 7896'-0" T.O. SLAB @ MAIN LEVEL 86'-8" T.O. SLAB @ LOWER LEVEL I11 I---------------------------------------------------------- PROPOSED NORTH ELEVATION FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW 3/16" = V-10" 1 4 8 16 11011MM011,11-Mml- MPINN� 'R� �11 VNWM�' 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770-5585 Glenwood Springs, CO 81601 (970) 928-9708 F' jeff@tss-us.com ,4 00 S Aspen 11 200 South Aspen Aspen CO Roaring Fork Engineering 81611 0123 Emma Road, Suite 200b Basalt CO 81621 (970)948-7474 richardg@rfeng.biz STRUCTURAL - KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-5174 miyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970) 748-8520 t CONSULTANTS ........... --- ............... ................................. . ............... .......... * CONTRACTOR U., R V E Y 0, R Madigan + Company Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970) 928-9708 F' jeff@tss-us.com ,4 CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt CO 81621 (970)948-7474 richardg@rfeng.biz STRUCTURAL - KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970) 927-5174 miyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970) 748-8520 taylor@aec-vail.com CONTRACTOR Madigan + Company PO Box 9682 Aspen CO 81612 � (970) 19-2232 chris@madiganco.co YJ INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522 -6716, Ext 12 donna@dgainteriors.com FINALAPP ROYAL DOCUMENTS t7g, DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 9, DRAWN BY: LG, CF, ES 1 COPYRIGHT FORUM PHI LLC 1 ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: RAND: Lot: Thru C ;0 VN NORTH ELEVATION ffi 34 U 145'-4" T.O. ROOF [PROPERTY LINE @SOUTH 1 1 I I I 135'-4" T.O. SLAB @ UPPER ROOF DECK 131'-2 1/2" T.O. SLAB @ LOWER ROOF DECK 121'-0" _ T.O. SLAB @ NORTH PENTHOUSE 110'-6" T.O. SLAB @ PARK LEVEL —�— 100'-0" = 7896'-0" T.O. SLAB @ MAIN LEVEL 86'-8" T.O. SLAB @LOWER LEVEL —� I---------------------------------------------------------------- --- I I I r I II I I ------J I-----'rl I I I I I I I � I SETBACK LINE I I I IPROPERTY LINE iI @ NORTH i I I I4AG' All 3 PROPOSED EAST ELEVATION FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW 3/16" = 1'-0" 1 4 8 16 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 CONSULTANTS SURVEYOR Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 (970)948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 mlyons@klaa.com MECHANICAL, Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vail.com CONTRACTOR Madigan + Company >' PO Box 9682 Aspen, CO 81612 (970) 319-2232 chris@madiganco.co INTERIOR DESIGNER dg+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com AWL DATE OF PUBLICATION PROJECT NO: DRAWN BY: COPYRIGHT ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 1/23/17 1404 LG, CF, ES FORUM PHI LLC LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C EAST ELEVATION 35- t ' I PROPERTY LINE SETBACK LINE @ WEST � I � I I I 145'-4" T.O. ROOF 135'-4" _ T.O. SLAB @ UPPER ROOF DECK 131'-2 1/2" T.O. SLAB @ LOWER ROOF DECK" 121'-0" T.O. SLAB @ NORTH PENTHOUSE 110'-6" T.O. SLAB @ PARK LEVEL 100'-0" = 7896'-0" T.O. SLAB @ MAIN LEVEL 86'-8" T.O. SLAB @ LOWER LEVEL I SETBACK LINE PROPERTY LINE @ EAST I � I � I I I i I � I ii — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �I s I I I I I I I II L — — — — — —) L-----11 t I I i I I I PROPOSED SOUTH ELEVATION FINAL DESIGN AND APPROVAL FOR ANY AND ALL IMPROVEMENTS AND DIMENSIONAL STANDARDS SHALL BE ISSUED DURING THE BUILDING PERMIT REVIEW 3/16" = V-0" Fff___1 I 1 4 8 16 715 West Main Street, Suite 204 Aspen, Colorado 81611 P: 970.279.4157 F: 866.770.5585 200 S Aspen 200 South Aspen Aspen CO 81611 s N CONSULTANTS .._... _ . _ ._ . _ ........... .._.._.__............_......._................_........................ _....... SURVEYOR ;R11 I Tuttle Surveying 727 Blake Ave Glenwood Springs, CO 81601 (970)928-9708 jeff@tss-us.com CIVIL Roaring Fork Engineering 0123 Emma Road, Suite 200b Basalt, CO 81621 xr (970) 948-7474 richardg@rfeng.biz STRUCTURAL KL&A 215 N. 12th Street, Unit E Carbondale, CO 81623 (970)927-5174 Y% miyons@klaa.com MECHANICAL Architectural Engineering Consultants 40801 US -6 #214 Avon, CO 81620 (970)748-8520 taylor@aec-vail.com CONTRACTOR AA AA Madigan + Company r PO Box 9682 Aspen, CO 81612 (970)319-2232 9 chris@madiganco.co I INTERIOR DESIGNER da+a interiors 5401 N Central Expressway, Suite 305 Dallas, TX 75205 (214) 522-6716, Ext 12 donna@dgainteriors.com sy F I NAL AP P ROYAL DOCUMENTS 7 , NEW 3X33 DATE OF PUBLICATION 1/23/17 PROJECT NO: 1404 DRAWN BY: LG, CF, ES COPYRIGHT FORUM PHI LLC ZONE DISTRICT Mixed Use PARCEL ID # 273707337001 LEGAL DESCRIPTION CITY AND TOWNSITE OF ASPEN Block: 75 Lot: AAND: Lot: Thru C t SOUTH ELEVATION