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HomeMy WebLinkAboutExhibit L - Enhanced Public OutreachEnhanced Public Outreach Summary Mountain Queen HOA DESIGN REVIEW Aerial Rendering (Attached) • Project Review (March, 2019 Voter-Approved) to Detailed Review • CPTSB changes • Operations will comply with all CoA lighting, noise, and other commercial codes SITE REVIEW Gorsuch Haus Site Plan (Attached) • Review Lot 2 development extinguishment and Mountain Road • Review Monarch connecting trail easement • Review existing ski easement, dry hydrant system per Fire, stormwater inlet UPCOMING MUNICIPAL PROCESS REVIEW • Lift One Corridor Plan 2019 • Link to applications on CoA Community Development Website o https://www.cityofaspen.com/1330/Gorsuch-Haus-and-Lift-One-Lodge • Review guidelines for P&Z • Approval and Vesting Shadow Mountain HOA DESIGN REVIEW Aerial Rendering (Attached) • Project Review (March 2019 Voter-Approved) to Detailed Review • CPTSB changes • Operations will comply with all CoA lighting, noise, and other commercial codes • Trash enclosure sized for reduced trash service (and enclosed to reduce noise) SITE REVIEW Gorsuch Haus Site Plan and Western Elevations (Attached) • Review cul-de-sac and Shadow Mountain Arrival • Review SAS ROW Mudflow tree removal status and proposed landscaping, any impact to SMTH exterior amenities • Shadow Mountain utilities review UPCOMING MUNICIPAL PROCESS REVIEW • Lift One Corridor Plan 2019 (Attached) • Link to applications on CoA Community Development Website o https://www.cityofaspen.com/1330/Gorsuch-Haus-and-Lift-One-Lodge • Review guidelines for P&Z • Approval and Vesting Lift One Townhomes HOA DESIGN REVIEW Aerial Rendering (Attached) • Project Review (March 2019 Voter-Approved) to Detailed Review • CPTSB changes • Operations will comply with all CoA lighting, noise, and other commercial codes • Trash enclosure sized for reduced trash service (and enclosed to reduce noise) SITE REVIEW Gorsuch Haus Site Plan • Review cul-de-sac and Arrival • South Aspen Street utilities review UPCOMING MUNICIPAL PROCESS REVIEW • Lift One Corridor Plan 2019 (Attached) • Link to applications on CoA Community Development Website Enhanced Public Outreach Summary o https://www.cityofaspen.com/1330/Gorsuch-Haus-and-Lift-One-Lodge • Review guidelines for P&Z • Approval and Vesting HOMEOWNERS ASSOCIATIONS MEETING AND INVITATION LIST ' - • Tue Sep 29 2020 1pm — 2pm GoTo Meeting Jerome Simecek Ma>c Speyer Gorsuch Attendees: Stephen Chetner Jean Coulter IVal Loughman Jim DeFrancia Michael Tiedemann Richard Shaw IEvelyn A. Johns Carly Klein Troy Forbes Jesse Swann J (Joe Shlesinger Mark Beckler (Michael Tiedemann Tom Todd I° ' t�o�WT/I- • (Susan Spalding (Karen Hartman Mon Oct 5, 2020 3pm — 4pm GoTo Meeting Gorsuch Attendees: IPhillip Ring _ IlJean Coulter Bill Seelbach IIJim DeFrancia Donna Baal lRichard Shaw Jeff Harvey Carly Klein Allison Ratajczak Jesse Swann Michael Mizen Tue Oct 13, 2020 1:30pm — 2:30pm GoTo Meeting JP Pat Dempsey (James Brown Timothy Tucker Presentation to Lift One Val Loughman (Todd Emerson -11 Gorsuch Attendees: (Kenneth Lipschutz Jean Coulter Bill Wolfe Jim DeFrancia (Tiffany Phipps Richard Shaw Jerome Simecek Carly Klein IS Hill Jesse Swann Lara Lerner G Carlin Jeff ITom McKelvey VJ0 1 W rE0WNEERS A, SSO C Kr 0 0 NI S i, ii li-NLI>>FES LAST o, Mountain Gary Moore Bill Seelbach Pat Dempsey Karen Hartman Michael & Peggi Mizen Shelley Emerick James Brown Susan Stone Susan Spalding 10/8/18 Caribou AndrewGerber Jerome Simecek Herb Klein . _--� 4 � ��.�., ,' ii �� - i "n � ; �. i'r �; _ ,� I� � `fit — _ � � __ al ��`-.` __ � _ ' �,- - __ —`.� ,� ^� 9�_ { i`: :. �� d 1 • �';i� �' , � ,. 1 � , �1 � �, °, �i ��, I1� X�. ,$ _ if n .j� ¢ irk+'��y' � 1 '{•�� � ��"be�. � ���c��,. � ��� m `l\ J // k -,RtF � :'� �� .a JT n �� — _ _ `_ --,— _ �' • ,_ � _ [ �� .. ��, r ,,.1 :A�r.�. 1 _!� b . �. i �:' %j - , `�� ��� € _, �,�a ., � �'�,I���c 1' � t;; ,� ���� mac: r ;fir .r �. r ' • •r `�.i� .\ � � .A. .C' - �,, '�-: _ �` _ � emu; ��.,tic --` �� � 1 - --��- _ -- _ _ _ _ r -� � _ _ — . ;.��. .. �� �,� &/ �., y�' C' { / �. 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EXHIBIT A Lift Corridor Context Plan SO U T H A S P E N S T R E E T DEAN S T R E E T HILL S T R E E T R O W SO U T H M O N A R C H S T R E E T SHADOW MOUNTAIN CONDOMINIUMS MOUNTAIN QUEEN CONDOMINIUMS DOLINSEK PROPERTY 60-foot Skiway Dean Street Lift Terminal Restored Historical Steakhouse Restaurant Proposed Historical Society Ski Museum Historic Lift 1A Willoughby Park Temporary World Cup Race and Event Area Gorsuch Haus Footprint Proposed Lift One Lodge Footprint 1 2 3 4 5 6 7 8 9 1 6 7 4 5 2 3 9 9 8 * * Gorsuch Haus Lodge: • 81 Hotel Lodging Rooms • 4 Free-Market Multi-Family Units • 1 Affordable Housing Unit • Underground Structured Parking: 56 Spaces *Approximate Location of Lift One Lodge and Surrounding Park Improvements Gorsuch Haus Aspen, Colorado SUBMITTED February 15, 2019 LIFT ONE LODGE FOOTPRINT* LIFT ONE LODGE FOOTPRINT* SO U T H A S P E N S T R E E T SHADOW MOUNTAIN CONDOMINIUMS MOUNTAIN QUEEN CONDOMINIUMS M O U N T A I N O P E R A T I O N S R O A D CARIBOU CONDOMINIUMS GORSUCH HAUS NORWAY RUN AN S I S E T B A C K Lift Corridor & Proposed Lift Towers Lodge Loading/ Unloading Schuss Gully Ski Run Outdoor Restaurant/ Apres Ski Deck Indoor Restaurant & Bar Relocated Mountain Access Road Expanded South Aspen St. Cul-de-Sac Pedestrian Access Path New Pedestrian Pathway Gorsuch Haus Lodge: • 81 Hotel Lodging Rooms • 4 Free-Market Multi-Family Units • 1 Affordable Housing Unit • Underground Structured Parking: 56 Spaces *Approximate Location Based on Ordinance 38 Series of 2018 Lift Corridor & Proposed Lift Towers 1 Lodge Loading/ Unloading2 Schuss Gully Ski Run3 Outdoor Restaurant/ Apres Ski Deck4 Indoor Restaurant & Bar5 Relocated Mountain Access Road6 Expanded South Aspen St. Cul-de-Sac7 Pedestrian Access Path8 New Pedestrian Pathway9 9 1 6 4 5 2 3 8 7 >U STkEET \ //� SHADOW MOUNfiA CONDOMINIUMS I_J i .r% 7 111 r 3 � WILDFLOWER MIX ...:.Lift Llf aw w wLX .. 711 Aw Job It Wei 7w g *0 pr Ir Ic - --��•. yF.r .. ,.� a piA � � -4 _,,.fir �-i, _ _ !•r"l }.$1t'` •ia ., , , K J . _y q T EMI - _ Jr ti duo lot 40 -AFL--. JL Ask. 4%P ad A jw•.-�. r� 4f -Aw pr : r I 0 --= ...0 I 6 v x SWITCH GEAR RECLOSE R > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >> > > > > > > PLANTER PLANTER TW: 92.52 TW: 93.63 TW: 97.50 TW: 98.00 TW: 98.00 TW: 98.00 TW: 99.55 FUTURE TW: TBD TW: 04.00 TW: 04.00 TC: 93.73 TC: 93.94 TC: 96.01 TC: 95.83 TC: 97.39 TC: 97.50 TC: 00.16 TC: 01.34 TC: 01.01 ME: 93.7'± ME: 91.4'± ME: 90.2'± 15 . 2 % 1 6 . 4 % 4 . 9 % 5 . 0 % 3 . 0 % 2. 0 % 3. 0 % 8. 3 % 8. 3 % 2.0% 2.0% 2.0% 3.5% 3.9% 4.0% 3.5% 3.5% 2.0 % 2.0 % 1 . 9 % 2 . 0 % 2 . 0 % 2 . 0 % 1.0% 2.2 % 2.2 % 2. 8 % 2. 8 % 2. 8 % 2. 8 % 2. 0 % 4.9% 1.4 % 1.2 % 2. 0 % 2. 0 % 2.0% 1.8% 1 . 9 % 1 . 7 % 2 . 0 % 1. 8 % 2 . 0 % 2.0% 2.0%3.0% 3.0% 1 . 8 % 0. 8 % 1. 0 % 2.5 % 0.7% 2. 7 % 1.0% 1.1 % 0.7% 2.1% 4.9 % 2.3 % 1 . 9 % 2. 6 % 2.6% 1 . 7 % 2.0 % 1. 8 % 2.0 % 10 . 3 % 15 . 6 % 15 . 6 % 16 . 9 % 2. 6 % 3.6% TC: 99.36 TC: 99.08 HIGH POINT TOP:7999.08' RIM: 98.87 FFE:7999.10' 2.0% TC: 98.77 RIM: 98.87TC @ HP: 99.50 TC @ HP: 99.50 TC: 99.37 TC: 99.26 TC: 99.30 TC: 99.11 FL: 99.17 TC: 99.32 FL: 99.02 TC: 99.11 TC: 99.20 TC: 99.24 TC: 98.93 FL: 98.47 FL: 98.15 TC: 99.14 TC: 98.74 TC: 98.75 TC: 98.88 TC: 98.75 TC: 98.75 TC: 99.24 TC: 99.24 TC: 98.56 TC: 98.50 TC: 98.50 TC: 98.92 TC: 97.87 TC: 97.06 TC: 92.99 TC: 91.45 TC: 90.22 STA: 1+20.02 TOC:8000.25' CENTERLINE HIGH POINT TC: 99.42 2.0% 2.0% 6.4% 5.7% 2.0% 1.9% 1. 5 % 3 . 0 % TBC: 99.27 TBC: 99.76 TBC: 00.19 TBC: 99.95 TBC: 98.21 TBC: 98.37 TBC: 98.51 TBC: 98.87 TBC: 99.83 TBC: 99.76 TBC: 99.21 TBC: 99.79 TBC: 00.27 TBC: 01.19 TBC: 00.91 TBC: 98.89 TBC: 98.05 TBC: 93.10 TBC: 91.13 TBC: 91.47 TBC: 93.39 TBC: 95.15 TBC: 97.32 TBC: 97.51 TBC: 97.62 TBC: 97.71 TBC: 97.64 TBC: 97.75 FL: 97.31 FL:7997.25' TW: 98.00 RIDGE LINE 2.0% 12.0% 12.0% 2.0% 7990 8000 8010 7992 7994 7996 7998 8002 8004 8006 8008 8012 8014 8016 8016 8016 8018 6.00' SIDEWALK TW: 06.50 FG: 97.05 2.0% 4. 0 % 2 . 0 % 1. 9 % 2.8% 3.5% 4 . 4 % BEGIN MOUNTABLE CURB TRANSITION FROM MOUNTABLE CURB TO 6" VERTICAL CURB 6" VERTICAL CURB 6" VERTICAL CURB PROPOSED SITE WALL (HATCHED) PROPOSED TRENCH DRAIN (ABOVE STRUCTURE) OVERHEAD ROOF SITE WALL EXISTING PLANTER WALL COLUMN (TYP.) PROPOSED TRENCH DRAIN ALONG EDGE OF BUILDING APPROX. LOCATION OF TOWER #4 PROP. FG: 7999.0'± PROPOSED TRENCH DRAIN 0.0 % 2.0% TBC: 02.41 FL: 00.89 8 0 0 0 80 0 0 80 0 0 79 9 8 7 9 9 8 8 0 0 2 8 0 0 2 8 0 0 2 800 0 8 0 1 0 8 0 1 0 80 2 0 0+ 5 0 1 + 0 0 1 + 5 0 2+00 2 + 5 0 3+00 3+ 5 0 3 + 7 3 EP: 3+72.55 PC: 0+51.30 PC: 1+13.97 PC: 3+35.29 PT: 0+97.05 PT: 3+06.34 PCC: 1+58.34 SITE WALL ANTICIPATED WITH LIFT ONE LODGE PATIO TC: 96.27 TC: 98.55 FFE:7999.10' TW: 06.00 TW: 12.38 TC: 00.00 TC: 99.93 TC: 99.42 TC: 99.38 TW: 09.50 FL: 07.43 SILVA CELLS (TYP.) SNOWMELTED CONCRETE 1. 4 % 7996 7998 7998 PROPOSED DEBRIS FLOW WALL (BY OTHERS) 16.00' WIDE MNT. ROAD (RE. TO C.2.04) 4.9 % 4.9 % TW: 08.50 FG: 08.00 TW: 08.50 4 . 9 % FFE:7999.25' FFE:7999.10' 1.6% 2.0% 2.0% 2 . 0 % 1.0% TC: 99.23 TC: 98.96 TC: 98.82 FL: 98.72 TC: 98.55 TC: 98.55 TC: 98.30 FL: 98.22 TC: 98.30 TC: 09.50 TC: 09.50 TC: 15.00 TC: 15.00 TC: 20.50 TW: 24.00 TW: 19.00 TW: 13.00 TW: 19.00 TW: 19.00 TW: 19.00 TW: 19.00 TW: 19.00 TW: 24.00 RIM: 98.00 RIM: 08.70 RIM: 96.80 RIM: 97.76 RIM: 97.40 RIM: 96.00 RIM: 96.86 RIM: 96.84 RIM: 97.13 RIM: 98.01 RIM: 98.08 RIM: 98.18 FG/RIM: 97.87 FG/RIM: 97.50 4 . 5 % FG: 98.75 FG: 97.48 FG: 97.32 FG: 97.15 FG: 97.05 TC: 99.14 TC: 99.05 TC: 98.95 TC: 98.49 THREE (3) 6" STEPS HILL STREET R.O.W. TW: 01.44 TW: 98.18BW: 97.44 BW: 94.18 WAT E R F E A T U R E FLUSH CURB TRANSITION FROM MOUNTABLE CATCH CURB TO MOUNTABLE SPILL CURB TRANSITION FROM MOUNTABLE CATCH CURB TO MOUNTABLE SPILL CURB 5.00 TC: 99.88 TC: 99.96 LANDSCAPE AREA MATCH EX: 02.15 MATCH EX: 00.67 7.7% 8.2% 2.1% 1.9% 15 . 4 % TW: 98.00 TC: 96.22 TC: 96.95 FG: 97.77 FG: 97.83 FG: 97.44 EXISTING: 93.4'±EXISTING: 94.3'±EXISTING: 94.6'±EXISTING: 95.1'± EXISTING: 95.6'± EXISTING: 95.7'± PROPOSED SLOT DRAIN ALONG BACK OF CURB MOUNTABLE CATCH CURB TYPE B BARRIER SPILL CURB COA TYPE A BARRIER CURB (CATCH CURB) TYPE B 6" MOUNTABLE SPILL CURB COA TYPE A 6" MOUNTABLE CURB (CATCH CURB) FLUSH BARRIER CURB 2.0% 2.0% PROPOSED SKIWAY ELECTRIC SPLICE VAULT PROPOSED 4.00 VALLEY PAN PROPOSED 4.00 VALLEY PAN CURB WALL PROPOSED FLAGPOLES (BY OTHERS) ADJUST MANHOLE RIM: 00.20 FL: 00.69 TC: 01.08FL: 01.91 FL: 02.16TBC: 02.66 RIM: 03.83 RIM: 05.38 RIM: 06.23 FL: 00.93 TBC: 00.94 2 . 0 % 2 . 0 % 2.0% ME: 93.6'± 2.0% 2.0% 2.0% 1 6 . 4 % 2 . 0 % FL: 94.82 FL: 99.56 FL: 98.39 TBC: 99.54 TC: 00.83 TC: 00.79 TC: 99.78 TC: 99.62 TC: 00.62 TC: 99.72 TC: 99.62 TC: 99.52 TC: 93.73 EX. TW: 00.27 EX. TW: 00.15EX. TW: 00.22 EX. TW: 01.20 EX. TW: 01.20 EX. INLET RIM: 99.77 TC: 98.50 TC: 98.46 TW: 19.00 TC: 15.00 TC: 15.00 TW: 09.50 TW: 13.00 TW: 06.00 TW: 06.00 TW: 04.00 TW: 13.00 TW: 13.00 TW: 13.00 TC: 09.50 TC: 02.50TW: 04.00 TW: 06.00 EXISTING WALL RESIDING OUTSIDE ROW SHALL REMAIN TW: 05.2± END NEW WALLS W/IN ROW PROPOSED BOLLARD (TYP) FUTURE TW: TBD PROFILE SCALE: HORZ: 1" = 20' VERT: 1" = 10' EXISTING GRADE PROPOSED GRADE PROPOSED GRADEEXISTING GRADE PROFILE SCALE: HORZ: 1" = 20' VERT: 1" = 10' CUL-DE-SAC PROFILE 7982 7985 7990 7995 8000 8005 8010 8015 7982 7985 7990 7995 8000 8005 8010 8015 15.40% -1.62% -0.75% -14.43 % -2.50%-1.00% MATCH EXISTING STA = 0+00.00 ELEV = 7985.12 GRADE BREAK STA = 2+80.08 ELEV = 7997.62 GRADE BREAK STA = 3+72.55 ELEV = 7993.74 GRADE BREAK STA = 1+58.34 ELEV = 7999.42 GRADE BREAK STA = 1+86.62 ELEV = 7999.14 PVI STA: 1+02.00 PVI ELEV: 8000.83 K: 2.79 LVC: 50.00 BV C S : 0 + 7 7 . 0 0 BV C E : 7 9 9 6 . 9 8 EV C S : 1 + 2 7 . 0 0 EV C E : 8 0 0 0 . 2 1 HIGH PT. STA: 1+20.02 HIGH PT ELEV: 8000.30 PVI STA: 3+49.26 PVI ELEV: 7997.10 K: 1.83 LVC: 25.00 BV C S : 3 + 3 6 . 7 6 BV C E : 7 9 9 7 . 2 0 EV C S : 3 + 6 1 . 7 6 EV C E : 7 9 9 5 . 3 0 0+00 79 8 5 . 1 79 8 5 . 1 2 79 8 8 . 9 79 8 8 . 9 7 0+50 79 9 2 . 8 79 9 2 . 8 2 79 9 6 . 6 79 9 6 . 6 7 1+00 79 9 9 . 9 79 9 9 . 5 8 80 0 2 . 5 80 0 0 . 2 5 1+50 80 0 6 . 1 79 9 9 . 6 3 80 0 8 . 8 79 9 9 . 2 6 2+00 80 1 4 . 9 79 9 8 . 9 2 80 1 1 . 1 79 9 8 . 5 2 2+50 80 0 3 . 6 79 9 8 . 1 1 80 0 2 . 8 79 9 7 . 7 1 3+00 80 0 2 . 2 79 9 7 . 4 7 79 9 9 . 5 79 9 7 . 2 9 3+50 79 9 6 . 9 79 9 6 . 6 2 3+73 79 9 3 . 7 79 9 3 . 7 4 DRAINAGE DIRECTION/SLOPE SPOT ELEVATION EXAMPLE: TOP OF CONCRETE @ 7900.00' = BW = BOTTOM OF WALL FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE GB = GRADE BREAK HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING TC = TOP OF CONCRETE TP = TOP OF PAVERS TW = TOP OF WALL SPOT ELEVATION LEGEND XXX:XX.XX' 2.0% TC:00.00' 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 DATE#DESCRIPTION ISSUE DATE: SHEET NUMBER REVIEWED:DRAWN: REVISIONS GO R S U C H H A U S NO R W A Y I S L A N D , L L C . AS P E N , C O L O R A D O W W W . S O P R I S E N G . C O M S e p 1 8 , 2 0 2 0 - 1 : 1 2 p m G: \ 2 0 1 5 \ 1 5 1 0 1 . 0 6 - G o r s u c h H a u s \ C I V I L \ C i v i l D W G s \ P L O T \ C . 2 . 0 0 - C . 2 . 0 1 C U L - D E - S A C P P & S E C 1 5 1 0 1 . 0 6 . d w g CJB JKS C.2.00 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R CUL-DE-SAC PLAN, PROFILE & GRADING 10-10-2019 SD PRICING NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. NOTES: 1.PROPOSED & EXISTING CONTOURS AT 2-FT INTERVALS 2.REFER TO LANDSCAPE PLANS FOR HARDSCAPE PATTERNS 3.REFER TO LANDSCAPE PLANS FOR PLANTING INFORMATION 4.PROPOSED GRADING ILLUSTRATES SUMMER GRADES 5.ALL EXISTING MH'S AND VALVE BOXES TO BE ADJUSTED PROJECT NUMBER:15101.06 1 1-15-20202 DETAILED REVIEW-DRAFT PROJECT DETAILED REVIEW 3-2-20203 DETAILED REVIEW 9-21-20204 DETAILED REVIEW-REVISIONS S W I T C H G E A R R E C L O S E R X F R M R DS DS DS DS DS DS DS DS DS DS DS > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>> > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > 8 0 2 0 80 3 0 8 0 4 0 8 0 5 0 8 0 6 0 8 0 7 0 8 0 1 6 8 0 1 6 8 0 1 8 80 2 2 80 2 4 80 2 6 80 2 8 80 3 2 80 3 4 8 0 3 6 8 0 3 8 8 0 4 2 8 0 4 4 8 0 4 6 8 0 4 8 8 0 5 2 8 0 5 4 8 0 5 6 8 0 5 8 8 0 6 2 8 0 6 4 8 0 6 6 8 0 6 8 8 0 7 2 8010 80 1 0 802 0 80 2 0 80 3 0 80 3 0 804 0 80408040 8 0 4 0 80 5 0 80 5 0 80 6 0 8 0 6 0 80 7 0 80 7 0 LEVEL 3 PATIO 8020.5' AREA DRAINS WITHIN PATIO T.B.D. TOC: 8 0 0 8 . 4 9 ' FFE:7999.50' FFE:7999.10' TOW : 8 0 0 6 . 4 2 ' T W : 1 8 . 0 0 T W : 1 8 . 0 0 T W : 2 2 . 0 0 TW: 22.00 T W : 2 2 . 0 0 TW: 22.00 TW: 32.50 T W : 4 4 . 5 0 TW: 44.50 TW : 4 4 . 5 0 TW: 46.00 TW: 48.50 TW: 53.50 TW: 53.50 T W : 5 3 . 5 0 TW: 53.50 TW: 63.00 TW: 73.00 T W : 6 4 . 0 0 TW: 73.00 TW: 14.39 TC: 10.12 T C : 1 0 . 6 8 T C : 1 1 . 0 0 T C : 1 5 . 2 5 TC: 15.75 F G : 1 5 . 4 7 TW: 32.50 FG: 30.00 TC: 52.00 TC: 62.00 TC : 0 9 . 0 0 TC: 00.00 FL: 15.00 FL: 10.33 RIM: 07.43 F G : 0 8 . 0 0 F G : 6 5 . 0 0 FG: 20.16 FG: 20.40 FG: 29.00 TW: 32.50 FG: 30.50 33.7% 3 2 . 2 % 28 . 9 % 26.4 % 26.5% T W : 3 2 . 5 0 TW: 32.50 LEVEL 3 ENTRANCE = 8020.5' (AREA DRAIN ABOVE STRUCTURE T.B.D.) TW: 22.50 TW: 24.00 T W : 2 2 . 5 0 F G : 3 0 . 3 8 6" STEP @ LEVEL 3 STEPS ALONG EDGE OF PATIO TO ACCOMMODATE SUMMER GRADES FG: 29.50 30" MAX. WALL TC: 99.33 TC: 99.33 T C @ H P : 9 9 . 5 0 T C @ H P : 9 9 . 5 0 TC: 99.10 TC: 99.10 FFE:7999.10' FFE:7999.25' FFE:7999.10' FFE:7999.10' TW : 0 8 . 6 8 10.6% 15.6%FL: 22.30 FL: 31.55 FL: 32.50 FL: 32.98 F L : 3 3 . 3 1 FL: 39.56 FL: 41.73 F L : 4 5 . 9 6 FL: 49.70 F L : 6 0 . 1 9 FL: 67.02 FL: 69.31 FL: 69.65 FL: 69.70 F L : 6 9 . 4 8 F L : 6 8 . 5 2 FL: 64.68 5. 0 % 2. 0 % 10 . 3 % 33.3 % 33.3% 30.6% 30.6% 30.6% 30.6 % 2.6% 2.6% 16.5%18.1%29.8% TC: 04.00 T C : 0 9 . 2 4 TC: 09.50 TC : 1 7 . 5 0 TC : 0 4 . 0 0 RIM: 03.95 RIM: 08.96 RIM: 17.45 RIM: 23.45 RIM: 33.75 TW: 18.50 TW: 24.50 T W : 2 4 . 5 0 TW: 24.50 TW: 26.50 TW: 34.80 TW: 36.50 1.5% 1.1% T W : 1 5 . 5 0 TW: 21.00 TW: 21.00 T W : 2 7 . 0 0 TW: 27.00 TC: 2 3 . 5 0 TC : 3 5 . 5 0 TW : 3 9 . 0 0 TW : 3 6 . 5 0 TC : 2 1 . 0 0 T W : 2 4 . 5 0 TW: 24.50 TW: 28.00 TW: 28.00 T W : 3 6 . 5 0 TW: 36.50T W : 3 6 . 5 0 T W : 3 4 . 0 0 T W : 3 4 . 0 0 T W : 3 4 . 0 0 TW: 34.00 TW: 34.00 TC: 31.00 TC : 3 1 . 0 0 TC : 3 1 . 0 0 RIM: 35.40 RIM: 30.90 RIM: 38.95 RIM: 38.95 RIM: 41.45 RIM: 51.95 RIM: 51.95 RIM: 51.95 RIM: 61.95 RIM: 61.95 RIM: 72.95 RIM: 72.95 TC: 35.50 FG : 1 3 . 0 0 FG: 24.00 FG: 25.00 FG: 33.40 F G : 3 3 . 8 5 FG : 3 3 . 9 0 FG : 3 4 . 0 0 FG : 3 4 . 0 0 FG: 34.50TW: 36.50 TW: 40.00 T W : 4 0 . 0 0 T W : 4 7 . 5 0 T W : 4 7 . 5 0 TW : 4 9 . 5 0 T W : 5 3 . 0 0 T W : 5 3 . 0 0 TW: 53.50 TW: 53.50 TW : 6 0 . 5 0 TW : 6 0 . 5 0 TW : 6 5 . 0 0 TW : 6 5 . 0 0 TW: 73.00 TW: 73.00 T W : 7 3 . 0 0 T W : 7 3 . 0 0 TW: 36.50 TW: 36.50 TW: 36.50 TW: 40.00 TW: 40.00 T W : 4 2 . 5 0 TW : 4 2 . 5 0 TW: 42.50 T W : 4 2 . 5 0 FG: 4 2 . 0 0 T W : 4 7 . 5 0 TW: 47.50 T W : 4 9 . 0 0 TW: 53.00 TW : 5 3 . 0 0 TW : 6 2 . 0 0 TW: 62.00 TW : 7 3 . 0 0 T W : 7 3 . 0 0 T C : 3 5 . 5 0 TC : 3 9 . 0 0 T C : 3 9 . 0 0 TC: 39.00 T C : 4 6 . 5 0 T C : 4 6 . 5 0 T C : 4 8 . 0 0 T C : 5 2 . 0 0 TC: 52.00 TC : 5 2 . 0 0 TC: 31.00 TC: 09.24 TC: 41.50 T C : 5 2 . 0 0 T C : 5 2 . 0 0 T C : 5 2 . 0 0 TC : 6 2 . 0 0 TC: 62.00 TC: 73.00 TC: 73.00 FG: 71.00 F G : 7 1 . 0 6 5.0% 7.2% 1 5 . 6 % 2 . 0 % TW : 2 4 . 0 0 TC: 20.50 TC: 3 1 . 0 0 TC: 62.00 RIM: 72.95 RIM: 72.95 RIM: 61.95 RIM: 61.95 RIM: 51.95 RIM: 51.95 RIM: 51.95RIM: 41.45RIM: 41.45 RIM: 30.91 RIM: 30.91 PROPOSED ROOF LINE (TYP.) PROPOSED BUILDING FOOTPRINT AT GRADE (TYP.) LOT 2 LOT 1 LOT 1 S. ASPEN ST. ROW S. ASPEN ST. ROW SHADOW MOUNTAIN SUBDIVISION LOT 1 LOT 2 LEVEL 1 FFE: 7999.1 LEVEL 2 FFE: 8009.5 LEVEL 3 FFE: 8020.5 LEVEL 4 FFE: 8031.0 LEVEL 5 FFE: 8041.5 LEVEL 6 FFE: 8052.0 LEVEL 7 FFE: 8062.5 LEVEL 8 FFE: 8073.0 PROPOSED BELOW GRADE STRUCTURE (TYP.) SETBACK (TYP.) PROPERTY LINE (TYP.) FFE:8009.30'FFE:8009.40' FFE:8021.00' FFE:8031.00'FFE:8031.00' FFE:8031.00' FFE:8052.00' FFE:8052.00' FFE:8052.00' FFE:8062.00'FFE:8062.00' FFE:8073.00' FFE:8073.00' FFE:8041.50' FFE:8067.70' FFE:8062.00' FFE:8062.00' FFE:8052.00' FFE:8052.00' FFE:8052.00' FFE:8041.50'FFE:8031.00' FFE:8020.50' FFE:8020.50' LEVEL 4 PATIO 8031.0' AREA DRAINS WITHIN PATIO T.B.D. LEVEL 4 PATIO LEVEL 5 PATIO LEVEL 5 PATIO LEVEL 6 PATIO LEVEL 6 PATIO LEVEL 6 PATIO LEVEL 7 PATIO LEVEL 7 PATIO LEVEL 8 PATIO LEVEL 8 PATIO LEVEL 7 PATIOLEVEL 7 PATIO LEVEL 6 PATIOLEVEL 6 PATIOLEVEL 6 PATIO PLANTER PLANTER PLANTER LANDSCAPE LANDSCAPE LEVEL 4 PATIO LEVEL 4 PATIO LEVEL 4 PATIO LEVEL 5 PATIO PLANTER PROPOSED ROOF LINE (TYP.) PROPOSED BUILDING FOOTPRINT AT GRADE (TYP.) SETBACK (TYP.) PROPERTY LINE (TYP.) WEST SWALE (RE. TO SHEET C.2.06) FG: 34.42 FG: 37.00 FG: 46.28 FG: 47.00 FG: 52.00 F G : 5 2 . 3 0 FG: 5 7 . 0 0 FG: 59.53 FG: 63.95 FG: 65.00 FG: 67.07 FG: 71.89 FG: 71.40 FG: 7 0 . 5 4 F G : 7 0 . 6 7 FG : 7 1 . 2 0 STAIRS ST A I R S HATCH PATTERN REPRESENTS PROPOSED TIERED SOIL NAIL WALLS AT 1:1 EQUIVALENT SLOPE; RE. TO C.2.06 FOR PROPOSED SECTIONS R E . T O C . 2 . 0 0 F O R P L A Z A & C U L - D E - S A C G R A D I N G TW : 2 4 . 0 0 TW: 40.00 TW: 49.00 FG : 5 1 . 5 0 FG : 5 1 . 5 0 FG: 5 1 . 5 0 RIM: 51.25 RIM: 51.25 RIM: 51.25 RIM: 51.95 RIM: 47.95 RIM: 46.45 RIM: 41.75 RIM: 41.25 RIM: 30.25 RIM: 30.95RIM: 30.95 RIM: 27.25RIM: 20.95 2.0% FG: 71.00 T W : 7 3 . 0 0 RIM: 67.64 TW : 7 3 . 0 0 TC: 7 0 . 6 7 TC : 7 0 . 7 0 TC: 2 0 . 5 0 T W : 1 0 . 3 2 FG : 9 9 . 7 6 FG: 16.65 FG: 14.64 FG: 11.05 FG: 08.05 FG: 17.80 FG: 26.19 FG: 28.81 FG: 30.84FG: 25.14 FG: 25.37 FFE: 31.00 FG: 60.96 TW: 32.50TW: 33.50 TW: 33.50 T W : 3 6 . 5 0 T W : 3 6 . 5 0 FG: 47.27FG: 42.93 FFE:8041.50' FG: 51.01 TW: 53.50 FG: 41.47FG: 39.63 TW: 46.00 TW: 48.50 TW: 53.50 FG: 42.13 FG: 46.40 FG: 51.66 FG: 33.19 FG: 36.05 DRAINAGE DIRECTION/SLOPE SPOT ELEVATION EXAMPLE: TOP OF CONCRETE @ 8000.00' = BW = BOTTOM OF WALL FFE = FINISHED FLOOR ELEVATION FG = FINISHED GRADE FL = FLOW LINE GB = GRADE BREAK HP = HIGH POINT LP = LOW POINT MATCH EX = MATCH EXISTING TC = TOP OF CONCRETE TP = TOP OF PAVERS TW = TOP OF WALL SPOT ELEVATION LEGEND 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 10 DATE#DESCRIPTION ISSUE DATE: SHEET NUMBER REVIEWED:DRAWN: REVISIONS GO R S U C H H A U S NO R W A Y I S L A N D , L L C . AS P E N , C O L O R A D O W W W . S O P R I S E N G . C O M S e p 1 8 , 2 0 2 0 - 3 : 1 6 p m G: \ 2 0 1 5 \ 1 5 1 0 1 . 0 6 - G o r s u c h H a u s \ C I V I L \ C i v i l D W G s \ P L O T \ C . 2 . 0 3 P E R I M E T E R G R A D I N G 1 5 1 0 1 . 0 6 . d w g CJB JKS C.2.03 OPRIS ES NGINEERING, LLC. CIVIL CONSULTANTS 502 MAIN STREET CARBONDALE, CO 81623 (970) 704-0311 FAX: (970)-704-0313 MEMBER UTILITIES FOR THE MARKING OF UNDERGROUND BEFORE YOU DIG, GRADE, OR EXCAVATE CALL 2-BUSINESS DAYS IN ADVANCE Know what's below. before you dig.Call R CONCEPTUAL PERIMETER GRADING PLAN NOTES: 1.EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 2 FT INTERVAL. 2.PROPOSED CONTOURS ARE AT 2 FT INTERVALS. 3.MUDFLOW MITIGATION WALL EXTENDING 2.3' MIN. ABOVE FINAL GRADES REQUIRED ALONG WESTERN SIDE OF BUILDING. 4.PLAN ILLUSTRATES AREA DRAINS @ PATIOS HOWEVER SLOT DRAINS MAY BE UTILIZED INSTEAD. FINAL DETAILS TO BE PROVIDED @ BUILDING PERMIT. 5.AREA DRAINS ABOVE STRUCTURE TO BE DETERMINED (TBD). 6.EROSION CONTROL MATS REQUIRED FOR ALL SLOPES THAT EXCEED 3:1. 10-10-20191 SD PRICING PROJECT NUMBER:15101.06 1-15-20202 DETAILED REVIEW-DRAFT PROJECT DETAILED REVIEW XX: XX.XX 2.0% TC: 00.00 MA T C H L I N E SE E S H E E T C . 2 . 0 0 NOTE: THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PD DEVELOPMENT PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE. 3-2-20203 DETAILED REVIEW 9-21-20204 DETAILED REVIEW-REVISIONS