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03-20-00 Town Council Packet SNOWMASS VILLAGE TOWN COUNCIL WORK SESSION 03-20-2000 2:00 — 3:55 P.M. MALL TRANSIT PLAZA— MASS AND SCALE -- Joe Kracum.................................. See attached (back of packet) 3:55 —4:00 BREAK .SNOWMASS VILLAGE TOWN.COUNCILmbam......name....as, REGULAR MEETING 03-20-2000 CALL TO ORDER AT 4:00 P.M. Item No. 1: ROLL CALL Item No. 2: PUBLIC NON-AGENDA ITEMS (5-Minute Time Limit) Item No. 3: PUBLIC HEARING —ATUP/SUMMER CONCERT SERIES TO RECEIVE PUBLIC COMMENT ON AN APPLICATION FOR AN ADMINISTRATIVE TEMPORARY USE PERMIT ON FANNY HILL AT THE MALL WITH ACCESS FROM ELBERT LANE, BY THE SNOWMASS RESORT ASSOCIATION TO ALLOW A FREE SUMMER CONCERT SERIES -- Victoria Giannola.............................................................. Page 1 Item No. 4: PUBLIC HEARING AND ACTION — RESOLUTION NO 06 SERIES OF 2000 TO RECEIVE PUBLIC COMMENT ON DRAFT RESOLUTION NO. 06, SERIES OF 2000, REGARDING THE TIMBERS AT SNOWMASS (FARAWAY RANCH SOUTH) PRELIMINARY PUD PLAN SUBMISSION, INVOLVING PARCEL K, FARAWAY RANCH GROSS PARCEL PLAT, AND THE GRANTING OF AUTHORIZATION TO SUBMIT A FINAL PUD PLAN APPLICATION (Public Hearing continued and action tabled from 03-08-00) -- Chris Conrad.................................................................. Page 13 Item No. 5: PUBLIC HEARING AND SECOND READING — ORDINANCE NO 09, SERIES OF 2000 AN ORDINANCE AMENDING THE PROVISIONS OF 16A TO CREATE A PRE-SKETCH PLAN PROCEDURE IN THE MUNICIPAL CODE -- Victoria Giannola............................................................ Page 71 03-20-2000TC Page 2 Item No. 6: PUBLIC HEARING AND ACTION — RESOLUTION NO. 16 SERIES OF 2000 TO RECEIVE PUBLIC COMMENT AND COUNCIL ACTION ON A RESOLUTION APPROVING A MINOR AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR WOODRUN PLACE, UNIT 34, TO PERMIT AN ENCLOSURE OF A DECK RESULTING IN AN INCREASE IN THE FLOOR AREA --Victoria Giannola............................................................... Page 78 Item No. 7: 2ND READING — ORDINANCE NO. 08, SERIES OF 2000 AN ORDINANCE AMENDING THE 1999 BUDGET FOR THE GENERAL FUND FOR THE TOWN OF SNOWMASS VILLAGE -- Marianne Rakowski...................................................... Page 114 Item No. 8: MANAGER'S REPORT -- Gary Suiter................................................................... Page 117 Item No. 9: SEVEN STAR RANCH PUD — REQUEST FOR EXTENSION -- Gary Suiter................................................................... Page 121 Item No. 10: APPROVAL OF WORK SESSION SUMMARIES FOR 02-14-00, 02-23-00 AND 03-06-00 AND THE REGULAR MEETING MINUTES FOR 02-21-00 ................................................ Page 122 Item No. 11: DISCUSSION REGIONAL TRANSPORTATION AUTHORITY -- Mayor T. Michael Manchester.................. No Packet Information Item No. 12: DISCUSSION COMMITTEE REPORT/COUNCIL COMMENTS/STATUS REPORT ......................................................................... Page 136 Item No. 13: CALENDARS .................................................................. Page 144 Item No. 14: ADJOURNMENT NOTE: ALL ITEMS AND TIMES ARE TENTATIVE AND SUBJECT TO CHANGE WITHOUT FURTHER NOTICE. PLEASE CALL THE OFFICE OF THE TOWN CLERK AT 923-3777 ON THE DAY OF THE MEETING FOR ANY AGENDA CHANGES. MK CENTENNIAL 102 SEVENTH STREET I TEL 6701929-8599 ATRIUM SUITE 111 P.O.DRAWER S09 FAX 970/928-8526 peNTHNNIAL EnIOlvaewlrio,INO. GLENWOOD SPRINGS,CO 81602 ■ DATE: March 16, 2000 ■ TO: Snowmass Village Town Council ■ FROM: Joe Kracum, PE ■ SUBJECT: Snowmass Village Transit & Parking Plaza Town Council Package - 20 Mar 2000 Meeting Transmitted herewith are the following documents for the Council Meeting on 20 Mar. Mass and Scale Decisions Memo - Memo identifying the needed decisions on the mass and scale for the project. Mass and Scale - 9 Mar Staff Meeting Notes - Memo detailing the discussions on the mass and scale of the project. Draft design standards revised 9 Mar are attached. Conceptual Design Review - 9 Mar Staff Meeting Notes - Memo describing the 9 Mar direction of conceptual design and discussion of the options and evaluations for Kiss-n- Ride layouts. (Included for background information) Conceptual Design Alternatives H and I Review - Memo describing the alternatives in their current state of conceptual design. Plan sheets are attached. The work session is planned for two hours. I suggest the following agenda: Mass and Scale Design Standards 20 min Design Decisions 20 min Alternatives H and 1 Review- Function & Mass and Scale Issues Transit Plaza Layout 20 min Lower Parking Plaza Layout 20 min Kiss-n-Ride Layout 20 min Upper Parking Plaza Layout 20 min MK CENTENNIAL 102 SEVENTH STREET I TEL 970/928-8599 ATRIUM SUITE 111 P.O.DRAWER 309 FAX 970/928-8526 O�MENNwL efJOlNVawlno,INO. GLENWOOD SPRINGS.DO 37302 • DATE: March 16, 2000 • TO: Snowmass Village Town Council • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Mass and Scale Decisions The following decisions on mass and scale are necessary for advancing the design of the project. According to the project schedule, these questions are posed to the Town Council for decision for the 20 Mar Council Meeting. The decisions have been culled from the 20 Jan Design Decision Memo to reflect the current state of the conceptual design. Notes regarding the specifics discussed at the 9 Mar Staff meeting are attached. 13. What height above existing ground can the parking structure be designed? As the conceptual design progressed to include a parking structure in Lots 4 and 5 as well as one in the upper lots, this question needs to address both structures. 14. Is further analysis wanted on the difference in cost of a parking structure, comparing the costs of a totally underground structure with structure heights above grade of 10 feet, 20 feet, etc.? With the current direction of the conceptual design, this question may be best if left to a later date. 15. What is the maximum retaining wall height on the Brush Creek side of relocated Snowmelt Road? 16. For the current concept, is the size of the overall area for Transit Plaza acceptable? 17. Is the size of the Welcome Center and Pedestrian areas acceptable as in the conceptual design? if not, what size is more suitable? The original (1999) conceptual design of the welcome center has already been addressed in that it was determined that a Welcome Center should be considerably smaller. MK CENTENNIAL 402 SEVENTH STREET I TEL 970/928-8599 -- ATRIUM SUITE Ili P.O.DRAWER SOU FAX 870/928-8528 CCNTeNNIaL eNOINe:ewlNO,INC. GLENWOOD SPRINGS,CO 61602 ■ DATE: March 16, 2000 ■ TO: Gary Suiter ■ FROM: Joe Kracum, PE ■ SUBJECT: Snowmass Village Transit & Parking Plaza Mass and Scale - 9 Mar Staff Meeting Notes A meeting on the mass and scale of the transit and parking plaza was held on 9 Mar and included discussion on design standards, mass and scale parameters, review and discussion on the conceptual design alternatives, and review of the kiss and ride options. Those in attendance included Jack Hatfield, David Peckler, Art Smythe, and Chris Kiley. The intent was to get staff direction on the issues and prepare for the Council Meeting on mass and scale scheduled for 20 Mar. The agenda and Design Decisions are attached to these minutes. The discussion on the conceptual design reviews are under separate memo. Mass and Scale Discussion Each of the draft design standards were reviewed one by one, with the revisions attached to these minutes. The areas of focus to mass and scale issues were as follows, and include a brief of the discussion: Overall Size of the Transit Level - Several concerns were expressed by Jack Hatfield regarding the overall size of the transit area, indicating strongly that the design included too much space for buses, approximately one too many for RFTA and two too many for TOSV. This concern stems from the overall size implications of the plaza as well as the unknowns in the Base Village development. David Peckler strongly objected to under- designing the plaza and not accounting for future growth. It was suggested to continue the design to accommodate the current parameters established for buses and to continue to minimize the overall mass and scale of the project. ADA Parking- Standards call for providing one space for every fifteen. It was suggested to discuss the issue with Challenge Aspen to determine how to best serve the needs in both terms of number of spaces and location. Access to and from the transit level would also be discussed. Snowmass Village Transit & Parking Plaza Mass and Scale - 9 Mar Staff Meeting 16 Mar 2000 Page 2 Parking Structure Height-Major concerns were expressed by Hatfield regarding the overall height of the parking structures. Anything over two decks above grade would be unacceptable in his terms, and attempts should be made to reduce the height even further. This was true for both the structure in Lots 4 and 5 as well as the on in the upper lots. Retaining Wall Height- Major concerns were expressed by Hatfield regarding the overall height of the retaining walls exposed on the Brush Creek view shed. As detailed in the draft design standards, the height above existing ground would be limited to 18 feet, and the height above final grade would be 12 feet. The difference as explained, was that grading and landscaping could be placed so that even if the wall was 18 feet above existing grade, the final exposed retaining wall surface could be limited to 12 feet. Hatfield suggested to minimize the retaining wall exposure over existing grade to less than the 18 feet and that the 12 feet of exposed retaining wall may even be too high. It was pointed out that an existing scar at the curve into the existing bus plaza could be made to look better than it is currently. A suggestion was made of terracing the retaining walls over a certain height to minimize the visual intrusions. While no actual limitation was reached at the meeting, it was determined to continue to strive to minimize the retaining wall heights through good engineering and creative application of landscaping and terracing. Town of Snowmass Village Mall Transit and Parking Plaza 9 Mar 2000 Final Conceptual Design, Field Investigations, Process Management Mass and Scale Staff Meeting Agenda I. Purpose of Meeting II. Review of Draft Design Standards III. Discussion of Mass and Scale Parameters IV. Development of Mass and Scale Design Standards V. Current Status of Conceptual Designs VI. Review& Discussion of Conceptual Designs & Options VII. Review and Discussion of Kiss-n-Ride Option Matrix From the Design Decisions Memo of 20 Jan 2000, the following is reproduced with regards to Mass and Scale: The height exposure above existing grade of the parking structure is an area that needs definition. Conceptual designs have been made where the structure is essentially underground and also where approximately 10 feet above the existing grade.The higher the structure is above ground,the lower the cost of the structure. 13. What height above existing ground can the parking structure be designed? 14. Is further analysis wanted on the difference in cost of a parking structure, comparing the costs of a totally underground structure with structure heights above grade of 10 feet, 20 feet, etc.? In order to relocate Snowmelt Road to accommodate the Transit Plaza,the current concept uses a retaining wall on the Brush Creek side that is approximately five feet in height.Alternative Transit Plaza designs that may be developed in this process could benefit from more extension towards Brush Creek. 15. What is the maximum retaining wall height on the Brush Creek side of relocated Snowmelt Road? The size of the Transit Plaza is mostly a function of the number of bus bays and the circulation. 16. For the current concept, is the size of the overall area for Transit Plaza acceptable? Discussions during the conceptual design provided a design of a Welcome Center and pedestrian area that was designed by Ben Wood that could have multiple uses other than just as a Welcome Center, namely as a gathering area for special events. 17. Is the size of the Welcome Center and Pedestrian areas acceptable as in the conceptual design? If not, what size is more suitable? Discussions will focus on the mass and scale parameter decisions above and the translation of the parameters into design standards. Snowmass Village Transit & Parking Plaza DRAFT Design Standards Revised 9 Mar 2000 Roadways Lane Width 12 It Shoulder Width (paved) 4 ft Max Grade 8 % Max Grade (Snowmelt) 12 % Roadway Cross-Slope 2 % Shoulder Cross-Slope 2-6% (if heated, may be greater) Parking Structures Clearance 8 It 4 in Deck Depth 3 ft (conservative assumption) Space Dimension 9 it x 19 it (900) / 9 ft x 21.5 It (60°) ADA Parking 12 ft - 1 space for every 15 spaces Minimum Turning Radius Cars to 19 ft: 24 ft outside / 13.8 It inside Max Height above Existing 30 ft Max Height above Final Grade 25 ft Minimum Walkway Width 8 ft Transit Level Clearance 13 It 6 in Bus Bay - TOSV 8.5 ft x 30 it (vehicle) Bus Bay - RFTA Coach 8.5 ft x 40 ft (vehicle) Bus Bay - Articulated 8.5 it x 60 ft (vehicle) Bus Spacing 61t Minimum Turning Radius 30 ft TOSV Shuttle 42 it outside /27.8 ft inside 40 ft RFTA Coach 42 ft outside/24.4 It inside 60 ft RFTA Arctic 38 ft outside / 14.0 ft inside Waiting Area 7 - 9 sf per person for up to 500 persons Minimum Walkway Width 6 ft Kiss-N-Ride Turning Radius Cars to 19 ft: 24 ft outside / 13.8 ft inside Minimum Walkway Width 6 ft Pedestrian Access Clearance 8 It 4 in Stairway Width 8 ft Ramp Width 6 ft Max Grade (Ramps) 8.3 % w/ 5 it landing for 2.5 it rise (ADA) Moving Ramp Width 3 ft 3 in Max Grade (Moving Ramps) 21.3% Snowmass Village Transit & Parking Plaza DRAFT Design Standards Revised 9 Mar2000 Page 2 of 2 Loading & Delivery Clearance 13 ft 6 in Turning Radius 40 ft truck : 40 ft outside / 18.9 ft inside Bay Width 10 ft Bay Length 50 ft Dock/ Ramp Width 10 It Max Grade (Roadway) 8 % Max Grade (Ramps) 8 % Retaining Walls Max Height above Existing 18 ft (consider terracing when > 10 ft) Max Height above Final Grade 12 ft (consider terracing when > 10 ft) Max Length of Continuous Run 500 It Structures Max Height above Final Grade 25 ft (two stories) * Coordinate with Challenge Aspen MK CENTENNIAL 102 SEVENTH STREET I TEL 970/928-8599 ATRIUM SUITE 111 P.O.DRAWER 900 FAX 970/928-8526 oeraTerl ra WL enolwecsalruo,INC. GLENWOOD SPRINGS,DO 01602 ■ DATE: March 16, 2000 • TO: Gary Suiter • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Conceptual Design Review - 9 Mar Staff Meeting Notes The review of conceptual alternatives D, E, F, and G was held in conjunction with the mass and scale meeting. This memo details the discussion on the conceptual design reviews. Those in attendance included Jack Hatfield, David Peckler, Art Smythe, and Chris Kiley. Conceptual Design Reviews Alternatives D, E, F, and G were discussed with the intent of narrowing the options down to two alternatives. The differences in alternatives were that two contained variations on the alignment of the Lots 4 and 5 parking structure with Daly Lane, and two variations in transit plaza layout - single vs dual island layouts. During design, it was determined that a maximum of 20 total spaces could be realized by realigning the parking structure with Daly Lane. A loss of three bus spaces on the transit plaza would be lost in this re-alignment. It was determined that the realignment to match Daly Lane was not the best move, as the loss to the transit plaza was far more critical than the gain of 20 parking spaces. It was determined to pursue two alternatives, one with a single island and one with a two islands. Kiss-n-Ride Option Matrix Three alternative kiss-n-ride options were reviewed in the context of an option matrix (attached). The three alternatives are framed around how they are accessed. The first, was perpendicular access off Elbert Lane. The second was for access off Brush Creek Road, similar to earlier designs. The third, a rather novel idea, was to incorporate a circle access off Elbert Lane. After discussion, it was concluded to pursue two of the three in the next set of alternatives, namely the Brush Creek Access and the Circle Access. Snowmass Village Transit & Parking Plaza Kiss-n-Ride/Short Term Parking Option Matrix Consideration Elbert Access Brush Creek Access Circle Access Ease of Access 3 1 2 Ease of Circulation 2 3 1 3 Ease of Exit 2 1 Traffic Congestion on Brush Creek Road 2 3 1 Traffic Congestion on Elbert Lane Extension 3 1 2 Traffic Congestion on Upper Snowmelt Road 2 3 1 Pedestrian Access to/from Pedestrian Level 2 3 1 Pedestrian Access to/from Elbert Lane 3 2 1 Pedestrian Access tolfrom Parking Structure 3 2 1 General Pedestrian Safety 3 2 1 Kiss-n-Ride Opportunities 3 2 1 Parking Structure Management Opportunities 2 3 1 Short Term Parking Opportunities 3 2 1 Vehicle Access to Mall Opportunities 2 3 1 Aesthetics 3 1 2 Cost 1 3 2 1=Best;2=Better, 3=Good s;ell 1 • ,'Coe,F ccc • • / / k1'� 11P �tcVE�l�t !T �L� s �Sk clz 1 JMOHR-- � w � Jam_ I �pEhCYt'w� / .�..6kr:raC 1• � �_ .ti I � 455 • N -�v�•/ \ ---KLLOCAT EDSNOWMEL ROAD _ Z I I� s � I In d �I W ` L� 0 P O EMATCHLI IE O I r- \ � y 'D�, ® � TRP7•�T EVEL W '! g051( 1 ! 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I �❑ -- ' _ N_�_ '�� ALTERNATIVES EdG I SNOWMASS VILLAGE _ - PARKING LOTS 4dS - -__):- _ $NpNMAS VI& TRANSIT AND PARKING PLAZA _ MK CENTENNIAL 402ASEVENTH STREET I TEL 8701928-8599 . ATRIUM SUITE 111 P.O.DRAWER aoo FAX 970/928-8526 OENTENN WL ENOINC®RING.IMO. GLENWOOD SPRINGS,CO 81602 ■ DATE: March 16, 2000 ■ TO: Snowmass Village Town Council ■ FROM: Joe Kracum, PE ■ SUBJECT: Snowmass Village Transit & Parking Plaza Conceptual Design Alternatives H and From the staff meeting of 9 Mar, two alternatives were to be pursued, each showing options for entrance to the transit plaza, transit islands, and kiss-n-ride layouts. Each of these options can be applied on either alternative, but are only shown on one for brevity. The parking structure in Lots 4 and 5 (Lower Parking Plaza) is the same on both alternatives. Note that elevations on the plan sheets are relative only and will be adjusted once the final survey and mapping tasks are completed. Entrance to Transit Plaza Options Entrance to the transit plaza can be made by either a slip ramp off Brush Creek Road or at the intersection of the extension of Daly Lane; both are shown. Either can be made to work and is more of a preference of the transit operators and the interface with commercial vehicles. As the loading and delivery dock has been removed from the transit level with the intent that Parcel C would become a more efficient loading and delivery function, commercial vehicles would enter off Brush Creek Road onto the extension of Daly Lane to access Parcel C. Further tuning of this access will be made once the choice of islands is made. Island Options Discussion continues on whether a single island or a split island transit plaza provides for the best operation. At this point, except for the issue of pedestrians having to cross bus paths, the split island option is becoming more popular with the transit operators. Therefore, both options are included. The single island provides for 2 RFTA articulated buses, 3 RFTA 40 ft. coaches, and 10 TOSV shuttles. The split island provides for 2 RFTA articulated buses, 4 RFTA 40 ft. coaches, and 10 TOSV shuttles. There remains flexibility Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and 1 16 Mar 2000 Page 2 of 4 in assignment of these bus bays. The main advantages of the split island option are flexibility, elimination of RFTA buses circulating the island, and potential accommodation of charter buses. The designs show a straight curb for unloading of buses and a sawtooth for loading. The plaza has been designed to accommodate both, and should a decision be made after the plaza is built, changes can be implemented to provide one or the other. Rough layouts for ramps and an elevator to the Pedestrian Level, enclosed waiting area, restrooms, and a transit information kiosk are shown on the Transit Level for dimensional relativity in accordance with the basic design criteria. These layouts would be fine tuned once the island layout and Pedestrian Level are finalized. Lower Parking Plaza The alternatives were tuned to provide maximum parking spaces in the parking structure in Lots 4 and 5 (Lower Parking Plaza), minimizing loss in Lot 3, all while maintaining the project parameters for transit operations. Access to the Lower Parking Plaza is at the intersection of Campground Lane to Level 1. Level 1 is provided with minimal grading of existing ground and provides some parking, but is more of an access to the levels above, using internal ramps. Levels 2 and 3 provide for approximately 100 spaces each. The top level, Level 3, is not covered. An option remains, which is not shown, to provide for an additional level above Level 3, which would be near the elevation of the Pedestrian Level. The fourth level could either be a full level, accommodating another 100 spaces, or a level extending only to the elevator with an approximate capacity of 50 spaces. With only a partial level, some tuning would be needed to accommodate the internal ramps. Egress from the Lower Parking Plaza would be at Campground Lane. The parking displaced in Lots 3, 4, 5, 6, and 7 by the Transit Plaza and the Lower Parking Plaza amounts to 238 spaces. The Lower Parking Plaza, considering the three levels shown, includes approximately 213 spaces, thereby replacing all of the displaced spaces short of approximately 25 spaces. As the design of the Lower Parking Plaza in is the conceptual stage, a conservative estimate for has been made for the parking spaces. As the design is optimized, more parking spaces will be realized, which could bring the total close to the total displaced parking. Access to the Pedestrian Level from the Lower Parking Plaza is made through an elevator basically at the center of the plaza to the level of the Pedestrian Level. From there, a bridge or deck structure would connect the Lower Parking Plaza to the Pedestrian Level spanning the extension of Daly Lane. This connection could be one of the architectural treatments that provides for an entry statement to the Village. Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and I 16 Mar 2000 Page 3 of 4 Kiss-n-Ride Options Brush Creek Access Option Alternative H shows a layout similar to early designs, which is accessed off Brush Creek Road. This access is also the entrance to the Upper Parking Plaza. Egress from the Kiss- n-Ride would be made through the Upper Parking Plaza, as exiting back to Brush Creek Road would not provide prudence in intersection design. Approximately 34 spaces are shown in the layout for short term parking. The Kiss-n-Ride hugs the curve of Elbert Lane and Upper Snowmelt Road and provides pedestrian access to the Pedestrian Level under an Elbert Lane bridge. Circle Access Option Over the last few months, several concepts have arisen as to the layout of the Kiss-n-Ride. Each of the layouts had their drawbacks in that, access to and from was not efficient, intersection designs were borderline, drop off locations were too far from the Mall, and the concepts just did not have the open air feeling desired as an entry to the Mall. On a few occasions, the circle drop off from years ago would be raised with glimmering eyes. The Circle Option attempts to address all of these issues, and is illustrated in Alternative I. Access to the Kiss-n-Ride would be off a ramp off the extension of Elbert Lane, with options to enter a short term parking lot with approximately 32 spaces, the Upper Parking Plaza, or the drop off area. The drop off area is in a two lane circle, one for parking and one for pass through, which goes under Elbert Lane and onto the edge of the Pedestrian Level. Vehicles could then exit the Kiss-n-Ride on a ramp to the extension of Elbert Lane, circle back across Elbert Lane to enter the short term lot, Upper Parking Plaza, or continue around the circle again. Kiss-n-Ride Evaluation An attempt to evaluate the different options for kiss-n-ride and short term parking was made through an evaluation matrix and submitted under separate cover. Essentially, the Circle Access Option appears to better address access, circulation, egress, congestion, pedestrian access to the Mall, parking management opportunities, and drop off experience better than most other options. In the absence of a detailed cost estimate of each of the two options, it appears that the two options presented may be approximately the same cost. The Brush Creek Access requires a significant hillside cut off Brush Creek Road with retaining walls and requires a pedestrian underpass under Elbert Lane to access the Pedestrian Level. The pedestrian Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and 1 16 Mar 2000 Page 4 of 4 underpass in the Brush Creek Access Option would be designed to allow limited vehicle access to the Pedestrian Level, with a portion of the Pedestrian Level designed to accommodate vehicle loading. The Circle Access requires an underpass to accommodate two lanes and pedestrian walkway under Elbert Lane, ramps to access Elbert Lane and the circle, and the Pedestrian Level along the circle's path would require a design to accommodate vehicle loading. From an overall perspective, these differences may show a wash in cost comparison. Pedestrian Level Only minimal consideration has been given to the shape and extent of the Pedestrian Level at this time. It is intended that once the Transit Level, Lower Parking Plaza, Kiss-n-Ride, and roadway configurations finalized, the Pedestrian Level would then be designed. The Pedestrian Level would provide for access to the Transit Level, Kiss-n-Ride, and Lower Parking Plaza. The Pedestrian Level would be designed to provide for natural light and air to enter the Transit Level, in addition to providing for a cool pedestrian experience. Plan Sheets Attached to this memo are 5 plan sheets and a profile section for each alternative. Elevations are conceptual and based upon the best available mapping at this time and will be verified once the final surveying and mapping is complete in late May. Utility locations and right-of-way issues will be addressed during the survey and mapping stages as well. 099 X98 0�9� `�, CPS 0658 \ 0098 KIS 0 RIrI -- A -� - - HO -lE M - -- K 8 VEL- -Z _ \- WS,O�. Z a it z w I AR AGE �'' / w PEDESTRIAN LEVEI D EXIT w EV. 8600 ARE 1 00 SF I; J � PROFILE•: AT£HLINE IM j I w w w s I ° I{I � - w6D� i` I \`� i� 30' SMI 1 3()'5m - 30'S" I A � RO%D s , UP ER SNOWMEU ; 1 - _ in D � m w SNO a MAL \ J J - w o MK CENTENNIAL DESIGNED DATE �T/r�;"�{s71A��,1 SNOWMASS DRAWN DATE SIY V YY 1Y17 ss VIT 11 A/E CHECKED DATE Jl`Il/YYYYYY 111VVY111tt7111JJ Y 1lboLt1U1: TRANSIT AND P CENTEMJIAL ENOINEERINO•INC CAD OPER. DATE- & _ X59 SBSB_�as8 RE ATE SNOWME 7�ROAD o s wE �a e PEDESTRIAN CCESS _ ' ROAN LOTS 41 AND 5 \ �ELEV. 86 0 iV � INFO K10S i TRAN IT �LEVE ELE�V 858 Ln a R-- RF �h — - SN WMEL ROAD / s LJ - — Ln .S 0 Q co x o a 0h90 U o i f a I I LLAGE No. DATE DESCRIPTION ALTERNATIVE H ING PLAZA PEDESTRIAN LEVEL PROJECT NO. 2249.00 SHEET OF �.: 0 s919 0099 66 S O W N 4l I I " i I ARE 7 000 SF PROFILE ATCHLINE I I 'I W I Ii M I W q J � N I �I ` I O c �I p5I 0 o -- I I _ s ` `° UPPER SNOWMEL RO w W SNO a - a o w IM J Ln I W o I I I � i MK CENTENNIAL DESIGNED DATE ( SNOWMASS DRAWN DATE n��`tn,�,�CC Tm T A/fir _ CHECKED DATE J YYYVVY"IIIVVYIIIttttllJJ Y11(coL1fU1: TRANSIT AND ' OENTENNIAL ENOINEENINO.ANC. CAD OPER. DATE ,0184 r 5958 S8S`°asg RE O ED�oOWM �ROAD ho rao , wo �' LL of � INFO I O KIDS ° i .o 1 RANSIT LEVEL r i i EL V. 8585 � I ash \ RFY 'RF 3- - - ----� SNO WMEL ROAD - CD Ln Z D 'S o� o a 59� ILLAGE No. DATE 1 QESCRIPTION ALTERNATIVE H :KING PLAZA TRANSIT LEVEL PROJECT NO. 2249.00 I SHEET OF S�sBS� -- 0099----�S'6J \\\ ui W W ZZ Q PROFILES ATCHLINE I J Illy a^' _ w m J W J \ i a UP ER SNOWMEUT RO — — -- ' i ° SNO_ M ul MAI 0 °m W m o Iui - MK CENTENNIAL DESIGNED DATE ;;fi�rr SNOWMASS �— CHECKED DATE SNbWIvIASS%AGE TRANSIT AND L OENTENNIAL ENOINEERtNO.IN. CAD OPER. DATE tondo og sFgg ssS& Sy \ 5958 s8`°�gsa RE OQATE ,\�NoOWME BROAD r,,o ,75 �! \ �S gFl5 �n PARKI ELEV. 85✓ 3 \ ,Ln 0 � ro #. - - SN W M E L ROAD j \ o _ W� cs -- - o � \ J L Z \ �S >' =O D C9 4. ILLAGE "° °^T DESCRIPTION ALTERNATIVE H KING PLAZA LEVEL 3 PARKING LOTS 48.5 PROJECT NO. 2249.00 1 SHEET OF 06S8 8 _ - 0099— S6' � z - co` I-- I z co - W I/ ui J PROFILE;; ATCHLINE w m w ld I 1 ohe° UP SN� �T ROljD PER OWME I 4 N / S NO p Mai o i W i o MK CENTENNIAL DESIGNED DATE �f SNOWMASS DRAWN DATE SN&SS Tm i A/�c CHECKED DATE J JJ YllLlot QE TRANSIT AND ' CENTENNIAL ENOINEERiNO,iNO CAD OPER. DATE lOIB!(1p0 sg RE FATED,NOWME T ROAD ti75 Al 0o PARKING LEVEL 2 ELEV. 8 { o i I i - SN ? WMEL ROAD _ x \ c`\ o \, J Z 0 � \ J Z �S 00 o ' 0 CL co i 1 Ln Dnp Q _ W ILLAGE "° D^T DESCRIPTION ALTERNATIVE H ;KING PLAZA LEVEL 2 PARKING LOTS 48,5 PROJECT NO. 2249.00 SHEET OF O9�19 tp 06 0098 -- w CO X W ... w J PROFILE; ATCHLINE W m I � h 0 P � / - 4� C� UP ER SNOWME4�f ROPiD � . N y y / W SNOMAL zd J F- m W W ° MK CENTENNIAL DESIGNED DATE ` SNOWMASS DRAWN DATE C*J6�j'�},CC �ry CHECKED DATE Jl`I ��1111111VVV111HHHJJ GE TRANSIT AND F OENTENNIIA ENOINEERINO.INC CAD OPER. DATE loado _cScE 0; 58---_ _ S\ 'S8s8 °gsg RE ATED�NOWME ROAD by o 'n r aF75 !AOKI Gr LEVEL 1 i� ELENN 9557 QD Ln S- i �- 11 j a -- — -- -- gN WMEL ROAD X z ,S CL o 1 1 mod ', I J Co I --- i ) ILLAGE No. 1 DATE 1 DESCRIPTION ALTERNATIVE H tKING PLAZA w >1 I I } •_ LEVEL 1 PARKING LOTS 485 I PROJECT NO. 2249.00 1 SHEET OF _ 1 i 1 I 1==1 1 1 1 1 =_� i ,_ - I t I== 1 1 I- -F 1 A H 1 1= -= - � �� ��_ —1{J 1 1 1 771 ! ► - 1 dl 1 �T I1 � 11111 `i _ PMGRESS _ - � 1 1 1 1 1 1 1 1 1 1 - 8650 �_ - - W M O. 1 1 -1 1 1 W 1 I =1 1 1 1 1 1 11 1 j- - KISS D !D �j 8.620 HO FERM /SAR IHG=- � , II { }- -, P DE LEVELI 1 P DESfR.!. 8.590 s560 _ - 6,530 1 1 - - 1 I T l -1 1 12 13 14 - -- -15 MK CENTENNIAL DESIGNED DATE �1/r��, VILLAGE SN OWMASS �� DRAWN DATE SNbR'MASS YIY�LAGE CHECKED DATE l,o TRANSIT AND F CENTEMJIAL ENpINEERINp INO. CAD OPER. DATE +U�dO - 1 J ekroc - -off w _ ' - 16 n l8 19 I L L A G E No. DATE DESCRIPTION ;KING PLAZA PROFILE ( ALTERNATIVE H ) PROJECT NO. 22{9.00 SHEET OF S1S8 8 09S� S ID I WS pF SHORT RM ;� IZ q . - PARKING LEVE ELEV. 8600 I,- 11 w PEDESTRIAN LEVEI w 1� EV. 8666 p t Q IJ�T� ARE 1 40 SF i ��1 P E IN r k c, TO AGE \4= � � I T w r i T' i I � i IOCF�j I 30'b 30'SM 0 Bus I i WMEU�T -16 UPPER SN 10 ROp�p `s _1 o N Cc SNO)% X J o F- co w m Ln Wo 1`'. I _"I MK CENTENNIAL DESIGNED oew+enw�.� eNO�r+eewNO ..+c DATE DRAWN DATE I J N O1 VAJ J DATE SAN r ASS � GE CHECKED DATE oado TRANS I T AND r CAD OPER. SSS� s� sagg o�gsg ,E10 CATE SS oOWMEL�,,, D scKE,M,30' -- � 8575� V� PEDESTRIAN ICCESS A r RO LOTS 41 AND 5 OPLn m ELEV. 8600 b IIl n r O: KIDS LL 4NS VEL o I LE 8585 -- - - - SNQWM,EL ROAD - - - - cP Z - � Z `.SS Q 0 w 0 CD o l WQ z No. DATE DESCRIPTION ✓ I ING in PEDESTRIAN LEVEL RKING PLAZA � "� ' PRWECT NO. 2249.00 SHEET OF 06 S8 s —os-p , -- \ 0098 / V ---- ,, co IW— I#t % X w S w I � I ARE 1 300 SF PROFILE T'CJHLINE J i l i w l �p m s w I ° T. _ O,S D,S! i UP6ER- SN�OWME ho ROljD W CU / CU SNOW w MAI _ zd J M w co m w o I MK CENTENNIAL DESIGNED DATE � DRAWN DATE rr SNOWMASS CN ECKEO DATE SNbWMASS AGE % TRANSIT AND ' ce...en v�..� eromeeA�NO.ENO CAD OPER. DATE lomdo r ��8ss °gs RE ATED SNoOWME U F�OAD ha 8575- - ---------- s,o i ro�o INF i KIO r I a z i Ln; j ES 88585 LEVEL SNpWMEL ROAD 1 7 s gym— Go LJ C) :ss o a � co QQ VILLAGE No. DATE scRiPn ALTERNATIVE I a d to .RKING PLAZA W TRANSIT LEVEL PROJECT NO. 2249.00 SHEET OF U -___�S1S8 8 OSSg v� 0099- N F- X - W It�1 ZWZ J I PROFILE i W IM w --- A_ / ate, -__ 0\ UPPER SNOWME11�f ROPID SNO- WL LLJ zd MW \ F. w m I o UJI MK CENTENNIAL DESIGNED DATE SNOWMASS DRAWN DATE C*iAACC` I i AGE �- CHECKED DATE JlY JJ VILLAGE I TRANSIT AND F GENTENNIAL ENGINEENING,ING CAD OPER. DATE IO(81I0 5958 _ ��•, � 1 �sase °�asg RELOEATED SNOWME Ta ROAD w � c75'� j (PARKING LEVEL 3 T l N WMELT ROAD -- S Q -� -__ SAS- \ • J o p Z } p "SS o� �� `) ro i i VILLAGE No. DATE DESCRIPTION ALTERNATIVE I I _ LEVEL 3PA PARKING NG LOTS 485 OF PLAZA PROJECT D 49 SHEET o s�sa °9F9 ZZ `- os9� 0098- 56J \ w i cc F- x Lli zd. i W m J I W V ! �S UPPER SNrOWMEL RO ` --- - -— - - w SNOM o A] J C) I-- W i ui i - MK CENTENNIAL DESIGNED DATE- I SNOWMASS DRAWN DATE CHECKED DATE SN6 LSS%,AGE TRANSIT- AND OEIJ7ENNIAL fiNOINEERINO.INC CID OPER. DATE - /-3P, 1 S8s9 RE QATE SNOWME ROAD CP �►_f �, o ARKING LEI EL 2 ~' o ELEV. 8 i I \ I i — --- - — SN WMEL LJ ` r d - - o ':SS Ln M h�o co e VILLAGE jzj No. 1 DATE ECRPTON - ALTERNATIVE I g '' LEVEL 2 PARKING LOTS 4&5 R K I N G PLAZA R I I PROJECT NO. 2249.00 JS NEET OF V 06Sg 0099 X 96 �� \ r1 W W W a ZZ i Q IN r w m w J i i i `' ° UPPER SNOWMEL RO � o _ , L 1 w SNO� �YVyV M zd AC J m m I W o I MK CENTENNIAL DESIGNED DATE S NOWMAS c S DRAWN DATE CHECKED DATE- SN Ti4'LAGE I i CAD OPER. DATE Imado TRANSIT AND —� —06.98 s ;gam SS58� io r^ \ - �S8S9�asg - RE EATED�NoOWME \_ \ ROAD owa�a srxi..wo yPAR`�EGC 4 F 8557E ; Ln It I Ln Co _ _ - - SN I WM,EL ROAD cp 1 -- w Ln ASS oaf` , ro J I z No. DAT DESCRIPTION VILLAGE s „ n ALTERNATIVE I IRKING PLAZA I' LEVEL 1 PARKING LOTS 485 PROJECT NO. 2219A SHEET OF J-1 - - - 8b50 8.620 _ =-- - £t {_= -- - - - -- - 8.560 8,530 - -- - -- -: - 8500 — — 4__. — f t 1 _ 11 ff - 1 12 13 14 15 MK CENTENNIAL DESIGNED DATE_ DRAWN DATE_ �T� SNOWMASS CHECKED DATE_ SN SS�i�1!AGE i EnE.,A eeoweeRiwo,wc CAD OPER. DATE_ Lo.eao TRANSIT AND r ON MMMMMMMMMMMMMMMM MME No imMIMMEMEMOMMEM m MEMEM MEM M MIMMEMMOMMEMME M M JMMMMMMMMMM MOMEMME I M M ® MOME� EMEMEMMEME MOMMEMEME� MME EMEME ME M M MEMO MENEM MEN ME MEN 0 ® MEMME MEMEME mmmolml MEMO EE MEE ME TraWu- SNOWMASS VILLAGE TOWN COUNCIL �d�C'v� WORK SESSION 03-20-2000 2:00 — 3:55 P.M. MALL TRANSIT PLAZA— MASS AND SCALE -- Joe Kracum.................................. See attached (back of packet) 3:55 -4:00 BREAK ............................................................................... SNOWMASS VILLAGE TOWN COUNCIL REGULAR MEETING 03-20-2000 CALL TO ORDER AT 4:00 P.M. Item No. 1: ROLL CALL Item No. 2: PUBLIC NON-AGENDA ITEMS (5-Minute Time Limit) Item No. 3: PUBLIC HEARING — ATUP/SUMMER CONCERT SERIES TO RECEIVE PUBLIC COMMENT ON AN APPLICATION FOR AN ADMINISTRATIVE TEMPORARY USE PERMIT ON FANNY HILL AT THE MALL WITH ACCESS FROM ELBERT LANE, BY THE SNOWMASS RESORT ASSOCIATION TO ALLOW A FREE SUMMER CONCERT SERIES — Victoria Giannola.............................................................. Page 1 Item No. 4: PUBLIC HEARING AND ACTION — RESOLUTION NO. 06 SERIES OF 2000 TO RECEIVE PUBLIC COMMENT ON DRAFT RESOLUTION NO. 06, SERIES OF 2000, REGARDING THE TIMBERS AT SNOWMASS (FARAWAY RANCH SOUTH) PRELIMINARY PUD PLAN SUBMISSION, INVOLVING PARCEL K, FARAWAY RANCH GROSS PARCEL PLAT, AND THE GRANTING OF AUTHORIZATION TO SUBMIT A FINAL PUD PLAN APPLICATION (Public Hearing continued and action tabled from 03-08-00) — Chris Conrad.................................................................. Page 13 Item No. 5: PUBLIC HEARING AND SECOND READING — ORDINANCE NO. 09, SERIES OF 2000 AN ORDINANCE AMENDING THE PROVISIONS OF 16A TO CREATE A PRE-SKETCH PLAN PROCEDURE IN THE MUNICIPAL CODE -- Victoria Giannola............................................................ Page 71 03-20-2000TC Page 2 Item No. 6: PUBLIC HEARING AND ACTION — RESOLUTION NO. 16, SERIES OF 2000 TO RECEIVE PUBLIC COMMENT AND COUNCIL ACTION ON A RESOLUTION APPROVING A MINOR AMENDMENT TO A PLANNED UNIT DEVELOPMENT FOR WOODRUN PLACE, UNIT 34, TO PERMIT AN ENCLOSURE OF A DECK RESULTING IN AN INCREASE IN THE FLOOR AREA —Victoria Giannola............................................................... Page 78 Item No. 7: 2ND READING — ORDINANCE NO. 08, SERIES OF 2000 AN ORDINANCE AMENDING THE 1999 BUDGET FOR THE GENERAL FUND FOR THE TOWN OF SNOWMASS VILLAGE - Marianne Rakowski...................................................... Page 114 Item No. 8: MANAGER'S REPORT -- Gary Suiter................................................................... Page 117 Item No. 9: SEVEN STAR RANCH PUD — REQUEST FOR EXTENSION -- Gary Suiter................................................................... Page 121 Item No. 10: APPROVAL OF WORK SESSION SUMMARIES FOR 02-14-00 02-23-00 AND 03-06-00 AND THE REGULAR MEETING MINUTES FOR 02-21-00 ................................................ Page 122 Item No. 11: DISCUSSION REGIONAL TRANSPORTATION AUTHORITY -- Mayor T. Michael Manchester.................. No Packet Information Item No. 12: DISCUSSION COMMITTEE REPORT/COUNCIL COMMENTS/STATUS REPORT ......................................................................... Page 136 Item No. 13: CALENDARS .................................................................. Page 144 Item No. 14: ADJOURNMENT NOTE: ALL ITEMS AND TIMES ARE TENTATIVE AND SUBJECT TO CHANGE WITHOUT FURTHER NOTICE. PLEASE CALL THE OFFICE OF THE TOWN CLERK AT 923-3777 ON THE DAY OF THE MEETING FOR ANY AGENDA CHANGES. SNOWMASS VILLAGE TOWN COUNCIL PUBLIC HEARING PUBLIC NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD BEFORE THE SNOWMASS VILLAGE TOWN COUNCIL. THE PUBLIC IS INVITED TO ATTEND AND COMMENT. DATE: 20 March, 2000 TIME: During a meeting which begins at 4:00 P.M. WHERE: Town Council Chambers 2"d Floor, Snowmass Center 0016 Kearns Road Snowmass Village, CO WHY: To Receive Public Comment on an application, for an Administrative Temporary Use Permit, on Fanny Hill at the Mall with access from Elbert Lane, . by the Snowmass Resort Association, to allow a free Summer Concert Series, CODE: The application will be processed as an Administrative Temporary Use Permit pursuant to Section 16A-5-260 of the Town of Snowmass Village Land Use and Development Code. INFO: Additional information regarding the proposal is available for inspection at the Town of Snowmass Village Community Department or by phone at (970) 923-5524 during normal business hours. Written comments may be submitted to the following address: Snowmass Village Community Development Department P.O. Box 5010 Snowmass Village, CO 81615 Attention: Victoria Giannola Printed in the Snowmass Sun on 15 March, 2000 1 COUNCIL COMMUNIQUE Meeting Date: 20 March 2000 4:00 PM in a Regular Meeting Presented By: Victoria Giannola Subject: Administrative Temporary Use Permit on Fanny Hill at the Mall with access from Elbert Lane by the Snowmass Resort Association to allow a free summer concert series Overview: (1) The Snowmass Resort Association held a successful 1. Background summer concert series last year on Fanny Hill at the Mall. 2. Issues (2) The Resort Association desires to hold another free 3. Alternatives summer concert series this summer at the Mall on Fanny Hill. (3) The applicant will need to complete the application form with the following information: • A written description of the proposed temporary use • A written description of how the use shall be appropriate • A written description of how the use shall comply with Town policies and regulations • A written description of the applicant's skill and experience • The use and timing of the event • A description of the site characteristics • A description of how water and restroom facilities will be provided • An answer to whether food and beverages will be served • A descriptions of the provisions for parking and transportation Recommendation: Continuance to the 3 April 2000 Town Council Regular Meeting a MEMORANDUM To: Town Council From: Snowmass Village Resort Association Date: January 11, 2000 Subject: Special Use Permit— Summer Concerts 2000 The consensus at the close of the 1999 concert season was that the 1999 mitigation plan worked quite well. It is therefore the intent of SVRA and the Snowmass Village Community Fund to follow the same procedures in 2000. The 1999 plan is attached below for your review. December 8, 1998 Mitigation Plan for Additional Administration/Security for Free Concert Series - Summer 1999 Since its inception in 1992, the Free Summer Concert Series in Snowmass Village has grown considerably, creating more demands on the Town's infrastructure including transportation and these related activities. Although specifically financed and administered by the Snowmass Community Fund, the Snowmass Village Resort Association has long had an integral role in overseeing the Free Summer Concert Series. Members of the Board of the Snowmass Community Fund, senior staff of SVRA and representatives from the Town of Snowmass Village Police Department have met and agreed upon the following additional services that will be required to operate the Free Summer Concert Series during the Summer of 1999. 1) Snow fencing will be erected on the east side of Fanny Hill, immediately adjacent to the maintenance road with occasional entry/exit lanes provided. 2) Signage will be placed on all perimeters of Fanny Hill, particularly the entry way areas from the Snowmass Mall and Elbert Lane indicating the following: "No dogs allowed on Fanny Hill during concerts" "Alcohol and Open Containers allowed only on Fanny Hill during concerts 3 3) An MC will be designated each week (Seamor) to provide the appropriate educational announcements at the beginning of each concert from the main stage. Four additional security staff will be provided to perform the following functions: - To provide a "meet and greet service" at the beginning of each concert to inform those with dogs that the dogs will be allowed on the other side of the snow fencing on the opposite side of Fanny Hill but not on the hill itself. They will additionally be requested not to bring their dogs for following weeks. - During the actual concert itself, they will help to maintain peace on Fanny Hill by their actual presence. They will not be responsible for confiscating or restricting alcohol or drug abuse. They will, however, be in touch with the police department by radio to call for immediate assistance if required. - At the end of each concert, they will be at the two main egress points (the Mall and Elbert Lane) to stop concert goers from leaving the premises with an open container of alcohol. They will confiscate any open containers with alcohol by simply having them thrown away in trash bins at the exit areas. 4) The Snowmass Community Fund will write to each of the bars and restaurants at the beginning of this Free Summer Concert Series requesting that they provide additional security at their doors to insure that no open containers leave their premises. This is already part of the alcohol use permits for the State of Colorado but should be more strictly enforced, particularly on Thursday nights. 5) Finally, the Snowmass Village Resort Association agrees to place announcements in all of their newspaper and radio advertising for the Free Summer Concert Series, as well as the concert posters, that use of alcohol in open containers is allowed only on Fanny Hill and only during the concerts, and to please restrict pets from Fanny Hill. This mitigation plan will be reviewed by the Snowmass Community Fund, Inc, the SVRA, and the Snowmass Village Police Department periodically during the Summer of 1999 and adjusted accordingly as needed. 2 INDEMNIFICATION The undersigned, as a condition of the ranting by the Town of Snowmass Village of a Temporary Use Permit for `nnJ.Y,e-ss � - ,>,r Berl- &yas zwp hereby agrees to release, discharge, indemnify and hold harmless the Town of Snowmass Village and its officials, employees, agents, and representatives from and against any claim, liability, demand, loss, damages, penalty, judgment, expenses, costs (INCLUDING COSTS OF INVESTIGATION AND DEFENSE), fees or compensation in any form or kind whatsoever for any bodily injury, death, personal injury, or property damage arising out of or in connection with any negligent act, intentional act, error or omission by the undersigned and/or its officials, employees, agents or representatives arising form or in connection with the approval of said temporary use permit and the operation or activities conducted by the undersigned pursuant to said temporary use permit, or for any resulting liability alleged to occur against The Town of Snowmass Village on account of the undersigned's acts, errors or omissions; provided, however, that such indemnities shall not be constructed as an indemnity for bodily injury, death, personal injury or property damage arising from the sole negligence or intentional acts of the Town of Snowmass Village or its employees. The undersigned further agrees to investigate, process, respond to, adjust, provide defense for and defend, pay or settle all claims, demands, or lawsuits related hereto at its sole expense and shall bear all other costs and expenses related thereto, even if the claim, demand or lawsuit is groundless, false, or fraudulent. NAME F. Terry Hunt SIGNATURE ADDRESS Snowmass Resort Association PO Box 5566, Snowmass Village, CO 81615 WITNESS MY HAND AN OFFICIAL SEAL TH I S��DAY O F�,-i�. 2,ADD. MY COMMISSION EXPIRES: lQ Notary Public �J i\ ASPEN SKIING COMPANY- January 20, 2000 Terry Hunt Snowmass Resort Association P.O. Box 5566 Snowmass Village, CO 81615 Dear Terry: This letter is to grant Snowmass Resort Association (SRA) and the Snowmass Community Fund, Inc., approval for the Free Summer Concert Series on Fanny Hill for the summer of 2000, pending further review of the Operational Plan. Each event is to be considered one event. Anything planned in addition to the above event will need their own indemnifications. As a condition of this approval, applicant mast forward a certificate of insurance to the Aspen Skiing Company Legal Department. The certificate should provide general liability coverage in the amount of S1,000.000 per occurrence and 53,000,000 aggregate. The certificate should also name Aspen Skiing Company as additional insured. We look forward to working with you in having a successful summer. Sincerely,, Dou ackenzle General Manager Snowmass Ski Area DM/nc Post Office Box -Aspen,•Aspen, CO 81612 9 .1220 unvi penxonl ®PnrhM on R�ryGBE Pow PIIVIL11al 511.VCV,rnEE . 51LV�RTRBEI >: i? r.: No � ' • � lTi'rl•cBEstr1)1.L V�t4x.LF, f - _ i l S i _.t-,'/' ,' ' ' ' � �� 1 1 >-I��.;� •'y� '{ j- � F111C1� �`V-1 Vr~►i,c,.E �w n � Y oui =� � T>=n1�Rhf�`1 �0.1D1NG�l>VlortD1N� 1ot� Nb PIFRKiNI, DNTt�N/, �YYf 1 tt . � " •... _'-war-. • + • . HfliEL ?�^°L � t I„� _..'ttYHB�S2Ti1)1..L� •t ad CC -.ova--•• �z-fie:. Y• : urN9�r171.t 1rCrncN � FX�8!T • t�s�• "'�oN Cps e:'. ... AREA ,:=:ate?;t ar'•::. -_ CERTIFICATE OF LIABILITY INSURANC ID mj Di11111IDWYY) PRODUCER 9-3 02 Ol/OC _ TMIS C RTIFICATE 161SSUE0 AS A MAT ER OF INFORMATION Aspen-Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 210-CC AABC HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Aspen CO B 1611 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW Phone1970-925-7285 INSURERS AFFORDING COVERAGE Snowmass V*l1age Resort WsuaLRm Fireman'u Funtl Insurance Co Snowm*96 Village Assort W;<VRER B: Aesoo}}at on At at WSJRERC - P O Box $ 6 ._ - Snowmass V llage CO 81615 Ws!IkERri: COVE11RAGE8 IN6URFN E: - -- THE POLICIES OF INSURANCE LISTED BFIOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE DOLICY PERIOD INDICATED.NOTWITHSTANOINO ANY REOUIRFMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY Be ISSUED OR MAY PER INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERM:,EXCLUSIONS AND CONDITIONS D SUCH POLICIES.AGGREGATE LIMIT'S SHOWN MAY HAVE BEEN REDUCED BY PAID CLAMS, TYPE OF INfURANCC PMTbY EFTED C yPIq ON POUCY NVMBER I E MMPl A DATE M Y LIMI GENERAL LIABILRV � _ A X COMMCRGALGENERALLMDILRY 368MZX80717076 FAC140CCURRENCE — 11,000 1000 11/01/99 11/Q1/OQ FIRE UAMAOE(Any One lin) $ 1 Q00 OQO CLAIMS MAIN! I OCgVR 1 iMFi'"PanY.n.w,annl $ 10,00 PERSONAL f AUV IN.IURY_ $ 1,000,000_ (IEN'L AQORCGAIE LIMIT APPLIES PEN. I IrGENERAL AOGREOATC_ $2,000`OO PRO. I FRO(KICTo•COMrVOP AGO $2 AID 1000 P(N-ICV I LOC I — _ _ EAUTONY AU LIABILITY I IE Ben• 1 000 000 ANY AUTO � I I COMWNCD$INGI E lWR —j ALLOW Neo AUlos I(E+Arclanon $ r J IlULCD AUTOS I I BODILY INJURY —IIIII AVrbS - L_ NON-OWNEDAIIIOS I I IBOURY INJURY — I I ryer.cnaele) $ — I I PRM'CRTY OAMAGC LOARAGE LIABILITY i(PAra-xWent) S I (ANY AUTO I I AUTO ONLY.EA ACOVENT f I — OTNFN"IAN CA All f — FEdCESALIABILRY I AUTO ONIP AGO t — -- A Trcua lX�cLNMS MADG XY200074915836 I (GT:MOCCVRRF.NCG_ I S 1100 OOO I 11/01/99 11/01/00 I ACU:RtGATC _ _ $ 1,CLOT,000 j�DF(KICTIRLE I RETENTION f nil WORKERS OOMPENSATIONµD - EMPLOYSRS'LIAWIITY I TORY LL R.v1 R lE L.EACH ACGUENT $ I I E L.OIUEASF•EA EMPLOYE S I OTHEq 1 G 1 DISEASE•POUCV LIMA { — — A ( Commercial Applica 1 968142X80717076 11/01/991 11/01/001 A ( Pro rt Section 966MZX80717076 DESCRIPTION OFOPERATIONSaOCATIONSNEHI CLESIE%CLUSIONS ADDED BY emooSSEMENTWOCIA L PRO SIGNS 1;Z02/00 For the following events:JUne 15-18 Janus Jars Aspen at Snowmass Village, June 23-2S 25th Annual Snowmasa Hot Air Balloon Festival, June 23-Sept 3 9nows"i Village SUZOMOr of Bfusic Series, June 24-25 Snowmasa July 15-16 Snowmas6 Arts 6 Crafts Fair, July 29-30 Snowmass Antique Show, August 5-6 Snowmass Children i Family Festival, Au Antique Show, August 12-13 Snowmaaa Arts CERTIFICATE HOLDER N ADDITIONAL INSURED.INSURER LETTER; CANCELLATION AS9XII1 SHOULDANYOF THE A Cl 06SCMBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE TKBREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 _OAYSWIIITTEN Aspen Skiing Company NOTICE TO THE CERTIFICATE HOLDER NAMED TO TKE LEFT,BUT FAILURE TO DO SO SMALL PO BOX 1240 Impose NO OBLIGATION OR UASILITY OP ANY KIND UPON THE INSURER,ITS AGENTS OR Aspen CO 81612 REPRESENTATIVES. I , ACORD 26.5(7 {/��/�/' $PA RD CORPORATION TEES Rs en R ency lu •ouoyzV9z4� _ NOT PAD-, INSURED'SMAME 9nowmaas V;llsga Resort' sNRES-3 :: DP Ib MJ .:VAOE grid Craft■ Fair, 1►aquet 19 Snowmass Brewers Festival (Hoer served) , August DATE'02/01/i Snowmawaasa Chili Shoot-OUt(8eer 3ernd) , Sept 1-4 Janus Jser Aspen at " Snowmasa Villagso i Sept 23-24 Snowmeas Fall Festival(8eer Served) 10 rrsNen nycnL,y Lu •oUaSZV+rcv7 rC0 t/5 uu 10V0' ND .-UUZ Y .VZ ACORD CERTIFICATE OF LIABILITY INSURANC�;�9?3 �T02/09/00 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Aspen Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 210-CC AABC ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Aspen CO 81611 phone: 970-925-7285 _ INSURERS AFFORDING COVERAGE INSURED INSURER A' Fireman E Fund Insurance-C.P.- _ Snowmass Villayya Resort INSUA- - - • ----- SnormyLSn,V sge Resort NISVRER B: ssoclation ---'" ' s■oolaEiiOO INSUR E:k C: O Box 55 6 .._.. . ..- ... ..- _.. Snowmass Village CO 81615 INSURER D. INSURER F. COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY DE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGOREOATE LBETS SHOWN MAY PAVE BEEN REDUCED BY PAID CLAIMS, rO iff TYPE OF INSURANCE POLICY NUMBER rFX11 IONS LIMITS GENERAL LIABILITY EAUH OUCLNNENCE $1,00O,000 A X COMMERaALOENERALUIDSITY 968MEX80717076 11/01/99 11/01/00 FneDAMAGC(ARYmaTm) S 1 000`000 CLAIMS MADE u OUO RR MED EXP Wy om pmIm) 610,000 % Liquor _-,-, rERSoNAL A ADv IwLmy $ 1,000,000 _ _ GENERAL AGORFGATFs2J000,000 OEML AGGRFGATF I NET APPLIES PER WN()UvIS-cOmiDPAOG 52000,000 POLICY F7 vR(. LOC I Em Son. 1,000,000 AUTOMODRL LIABILITY COMINNFD AYN(11 F LIMIT 1ANYAUTO Fa�uMNO 5 1 AIL OWNFOALITOS Bomy NIJUIIV 5 SCHEDULED AUTOS RWCVLV RIAINY 5 NUH•OWNEU AUI V5 ... 11`N AeRtant .. .._ PROWNTY(AMAOE R' aWdene 5 GARAGE LIABILITY _ AUTO ONLY•CA ACCIDENT 5 ANY AUTO 1 OTHERIRAN CA ACC 5 ... .. . AV IVONLY. AGO 5 9)(OG"UABILITY EACNOCCURAENCE 51,000,000 _ A �(XXVR ®CLAIMS MACE XYZ0007491S036 .11/01/99 11/O1/00 AccacwTE - sl 000.,000 S .. DEDUCTIBLE RETENTION tnil-. 5 WORXERS COMPENSATION AND ._.-`SONY IMIIt Erl EMPLOYERS'LIABILITY _ _ EARN.AL'CNENT .5.. -- --- .._ ___ ICL.DGCA_^uC CAEMPLOYFF S F.1. OLaEASE-T'txICY LIMB 5 OTHER A CoasARrcial. Applies S69MZX90717076 11/01/99 11/01/00 A ProRevtX Section . .S60MEXB0717076 11/01/99 ._12/0110 soR ION of orwTXTwaowTloNwYelscuucXUUaIONS AOITeD sr aNDatstAwlrrAVacML FROVUwNa For the following events:Juna 15-16 Janus Jazz Aspen at Snowmass Village,' June 23-25 25th Annual Snowlnanes Hot Air Balloon Festival, June 23-Sept 8 SnOWMAMn Village Summer of Music Series, June 24-25 Snowman■ Antique Show, July 1S-16 Snowmass Arts i Crafts Fair, July 29-30 Snowmass Antique Showf August 5-6 Snowmass Children 4 Family Festival, August 12-13 Snowmass Arts CERTIFICATE HOLDER IN ADDITIONAL INSURED:INSURER LETTER: CANCELLATION -' - - '" TOHNSVI SHOULD ANY OF THEADOVE DESCRIBED POLICIES DS CANCELLED BEFORE THE ERPIRATIOI DATE"MRBOP,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 45 DAYa WRITTEN Town Of Xnowmase Village NOTICE TO THE CERTIFICATE MOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL PO BOX 5010 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Snowmass Village CO 81615 PAM 8 ATIVES, ACORD 25 S(7/87) vAcORD CORPORATION 1008 T• � ., � .. v-v vv� r .v.. . .. 9NR85-3. .. . . ..PAGE 2 NOTEPAD• iNauRags;wAMe snowmass ?Pillage 3tosprCl LIPID MJ ' DATE 02/09/00 - z s i Crafts Fair, Aug 26 Snowmass Chili Shoot-Out(beer served) , Sept 1-4 Janu Jazz Aspen at Snowmass, Sept 23-24 Snowmass Fall Festival (wine served) . SNOWMASS VILLAGE TOWN COUNCIL PUBLIC HEARING CONTINUATION OF PUBLIC HEARING PUBLIC NOTICE IS HEREBY GIVEN OF CONTINUATION OF A PUBLIC HEARING OPENED ON JANUARY 17, 2000 TO RECEIVE PUBLIC COMMENT ON THE TIMBERS AT SNOWMASS PRELIMINARY PLAN. THE PUBLIC HEARING IS SCHEDULED AS FOLLOWS: WHEN: March 20, 2000 (continued from March 8, 2000) TIME: During a meeting which begins at 4:00 p.m. WHERE: Town Council Chambers 2nd Floor, Snowmass Center 0016 Kearns Road WHY: To receive public comment on draft Resolution No. 06, Series of 2000, regarding The Timbers at Snowmass (Faraway Ranch South) Preliminary PUD Plan submission, involving Parcel K, Faraway Ranch Gross Parcel Plat, and the granting of authorization to submit a final pud plan application INFO: Contact the Snowmass Village Planning Department at 923-5524 for additional information. Trudi Worline, Town Clerk Published in the Snowmass Village Sun on December 8, 1999 Notice of date change posted and published in the Snowmass Village Sun on January 5, 2000. Continuation Posted and Published in the Snowmass Village Sun on February 2, 2000, February 9, 2000, February 23, 2000, March 8, 2000 and March 15, 2000 t3 COUNCIL COMMUNIQUE Meeting Date: March 20, 2000 Presented By: Planning Division Chris Conrad, Senior Planner Subject: Public Hearing and Action: Resolution No. 6, Series of 2000, a resolution regarding the Timbers at Snowmass (Faraway Ranch South) Preliminary PUD Plan submission, involving Parcel K, Faraway Ranch Gross Parcel Plat, and the granting of authorization to submit a Final PUD Plan application. Overview: Staff has amended the resolution in response to direction received during the March 6 Town Council meeting. Staff has also amended Exhibit F of the resolution, being the employee housing proposal, to better clarify the direction received at previous meetings. Exhibit F also now contains a consolidated list of Joe Coffey's recommendations. The engineer's opinion that had been included within the March 6 packet has been supplemented with the enclosed memorandum from CTL/Thompson to clarify the term "hillside" as used in the original opinion. Staff believes that Section 16A-4-50(d)(5) of the Municipal Code, concerning development within areas containing thirty percent (30%) slopes, as been sufficiently addressed to the extent necessary for Preliminary PUD review. The full package of information submitted by the applicant regarding the excavation and shoring wall building permit request is being distributed at this time so that you can begin reading all of it prior to the April 3 Town Council meeting. Please review, however, Section 1 of their package as it contains the most recent construction timeline and explanation of the shoring wall construction procedure. Comments from Lambert and Associates will be provided and discussion of any construction proposal will occur at the April 3 meeting. The complete package of Exhibits could not be finished in time for distribution on Friday but will be provided to you Monday morning. Only the documents included in your meeting packet that are part of Exhibit F have changed from what you have seen previously. Copies of the completed Exhibit Packet will be available Monday at the Town Clerk and Planning Division offices for public review. A supplemental Fiscal Impact report has been prepared by Leland Consulting to show that allowing the sale and occupancy Of four (4) Townhouse units and up to four (4) Club Suites as Whole ownership dwellings would have a negligible fiscal impact to the Town with respect to the overall project. The Applicant would like to discuss simplifying the advertising and/or notification requirement for the sale or leasing of Social Memberships and related parking spaces as specified within Condition t 0(J) of the resolution. Their comments will be provided at the meeting. A colored project map has been placed in your council boxes that was prepared by the applicant to serve as an informational tool to identify the Common Elements and Limited Common Elements as discussed within their condominium documents. Recommendation: Staff recommends adoption of the enclosed resolution. l5 L LELAND CONSULTING GROUP MEMORANDUM TO: Chris Conrad Planning Director Town ofSnowmass Village FROM: Bill Cunningham Leland Consulting Group DATE: 14 March 2000 SUBJECT: Timbers Fiscal Impact Analysis CC: Doug Dotson Martin Mata Attached please find revised fiscal impact figures for the Timbers' latest development program (7 March 2000). The following are changes to the development program that were incorporated into the fiscal impact analysis: — 4 Townhomes that are whole ownership — 4 Club suites that are whole ownership — 32 Club suites that are fractional ownership(8 interests per share) As shown in the attached figures,the impact of the above changes to the development program is neelieible. Table 9-the summary of project revenues and expenditures—shows that the "breakeven"point for the Town is still at about 55%occupancy. Let me know if you have any other questions. 12552 LELAND CONSULTING GROUP Real Estate Economics,Developinent Advisonj Services and Project Management 1760 Platte Street,Suite 100,Denver,Colorado 80202 Plione 303.458.5800 Fax 303.458.5420 '(a Draft As Of 7 March 2000;Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE 1 Development Program Total Floor Area Floor Area #of Bedrooms Bedrooms #of Persons Population Units Per Unit Total Per Unit Total Per Unit Total Club Portion Townhomes-Whole Ownership 4 3,586 14,344 4 16 5 20 Suites-Whole Ownership 4 3,586 14,344 4 16 5 20 Suites(Club Membership--8 Shares/Unit) 32 2,128 68,096 3 96 4 128 Common Area -- -- 18.500 -- -- -- -- Club Portion Total 40 — 115,284 -- 128 4.20 - 168 Parking J Surface 7 Townhome Garages 8 Underground Garages 135 Club Portion Total 150 Parking Spaces/Bedroorn 1.17 Affordable Housing Portion Flats(Large) 9 1,120 10,080 2 18 3 27 Flats(Small) 9 560 5,040 1 9 1.5 14 Townhomes(Small) 0 1,064 0 2 0 2.25 0 Townhomes(Large) 0 1,660 0 3 0 3 0 Affordable Housing Portion Total 18 — 15,120 — 27 — 41 Parking Surface 41 Covered 0 Affordable Housing Portion Total 41 Parking Spaces,/Bedroon 1.52 Source:Leland Consulting Group. Ow ft As Of 7Alardt 2000,Subject To Rerision 714E TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE3 Develo tuent Timin Markel\'aloe Year AMA 2002 21,3 2"4 2005 2006 2001 2008 20" Not 2011 CONSTRUCTION OF IRUTS Club Portion Towohomes-\\'hole Ownership 4 4 0 0 0 0 0 0 0 0 0 Swns-59holeC ueodup 4 4 0 0 0 0 0 0 0 0 0 Sudes(Club Membership-8 Shares/Unit) 32 32 0 0 0 0 0 0 0 0 0 Club Portion Cmanlatire Total 40 40 40 40 40 40 40 40 40 40 Affordable Hu-nig Portion Flat,(",ge) 9 9 U 0 0 0 0 0 0 0 0 Flats(Small) 9 9 0 0 0 0 0 0 0 0 0 Tuwmhomes(Smalb 0 0 0 0 0 0 0 0 0 0 0 Towmhomes(Large) 0 0 0 0 0 0 0 0 0 0 0 AfforMble HOnsmg Porlimr Cmnalalirn Total 18 18 18 )8 is 18 18 Is 18 18 SALE OF UNTTVAIEMBERSIUPS Club Portion Townhomes-Whole Ownership $1,54h),000 4 0 0 0 U U 0 0 0 0 Souris-Whole Ownership 51.500,000 4 0 0 0 0 0 0 0 0 0 Cluborrob Memhership—B Shane,/Ump $290500 128 128 0 0 0 0 0 0 0 0 Club Membership Resales 50% 1 13 13 13 13 13 13 13 13 13 Club Pa.non Cmm..labor Total 143 2&1 297 310 324 337 350 363 3 76 390 Affordable Housing Portion Flan(Lo") $150000 9 0 0 0 0 0 0 0 0 0 Flats(5ma11) $",U0) 9 0 0 0 0 0 0 0 0 0 Tawnhomes(Snull) $120,00 0 0 0 0 0 0 0 0 0 0 TownhUmes(Urge) 5154000 0 0 0 0 0 0 0 0 0 0 Affodable Hous ing Portion Cunurlative Total is 18 18 18 Is 18 38 18 IS 1P MARKET VALUE OF UNIT/MEMBERSHIP SALES Club Portion Ton'nhomes-t\hole Ownership $1,500.000 $6,000,00 $6"'" $6,000,"0 56,0040" 56,0001000 $6,000,000 $6,000.000 $6.000,000 56500.000 360IX1,0" Sultts-Whale Ownership 51,500,000 56,000,000 $6,00(%000 E6,000,00O $6500.000 56,"4000 56,0430,0" $6,001 56.000,00) $6,00,000 56,000,000 Suiles(Club Warbership-8 Shares I Una) 5290,000 537,120,000 474,240,000 574,240,000 $14240,000 $74,240.000 $14,240,000 514,240,000 $24140,000 $4,240.000 574,240.000 Club Atemlrenhrp Resales(%of Sales) 5300.000 SEN0,000 $3,960,00 $3.9(-0,000 $3,960,00 $3,964009 $3,9",()W 53,964000 S3,960,000 $3,964000 43,960.000 Club Partimr Cumnbtirc Total $51.160.000 590.200.000 590200.000 $94200,000 $W,2W,0" $90,200,000 $90.200,00 $90,200,000 $W,2W,0" $90.200,000 Af ni-sable Hnusing Partial Flats(",,) $154IXU $1,350,"0 51350,000 31150,000 51,350,000 51350,000 $1.350.000 $1,350.000 $1,350."U ;13546" 41100.010 Fiat,(5ma10 IN." $720,"0 4120,000 520," $7' Ilm $720,000 520.000 520,000 $20,000 $720,W0 $205" TownhUmes(Sma10 5120,0" $0 SD 50 so So 50 $0 50 so so Townhomes(Lorge) 5150,000 50 50 so So SU $0 50 S0 So $0 Affordable Uousing Ptah—Cmnulalue Tn4d 52,70000 $2.0 70.000 52,14"0 $2,0705W $2.0115" 520-10,000 52,741000 52,070!000 42,0-WAO 4_'.0105" TOTAL PROIECTMARKETVALUE 553,2"," 592,214000 5921224,000 592270,00 592,210,1100 $92,210,00) 592.270," 592270,000 592270,000 S9ATl1,Wp %un,Leland CUnsulnn G,u. Draft As Of 7Alarc62000,Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE4 Occupancy By Unit Tyr Vear Total 2002 211x3 2001 1005 '_1X16 21aY.' 2008 2009 2010 21111 II1411 AVERAGE DAILY OCCUPANCY Club Pertlon Tow nhomee-W hole U%nership 550% 11 II ❑ 11 II II Il 11 II Il Suites.whole Ownership 55.0% ll 11 11 11 11 11 11 11 II 11 States(Club Membership-85hans/Gout 550% 35 70 70 70 70 70 70 70 70 70 AffmAu6le Iloasing Perlin. Flats(Large) 95.0% 26 26 26 26 N, 26 26 2e Ili 'n Flat,(Sma10 95.0% 13 13 13 13 13 13 13 13 13 13 Townhomes(Small) 950% 0 0 0 0 0 0 0 0 0 0 Townhomes(Urge) 95.0% 0 0 0 0 0 0 0 0 0 0 ANNUAL GUESTNIGHTS• Club Porfiox Townhomes-Whole Ownership 4,015 4,015 4,015 4,015 4,015 4,015 4,015 4,015 4015 4015 Suites-Whole Ownership 4,015 4,015 4,015 4,015 4,015 4,015 4,015 4,015 4,015 4,015 ill w 51ites(Club Membonlip-8 Shares/Gnit) 12,818 25,6% 25,6% 25,6% 25,6% 25,6% 256% 256% 25,6% 25,e96 ^/1 I■ A/foMn4le Nursing Fortiori Hats(Urge) 9,362 9,362 9.362 9,362 9,362 9.362 9,362 9,362 1r, 4362 Flats l5mall) 4,681 4,681 401 4.681 4,681 4,681 4,681 4,681 4681 4691 Townhomes(Sma11) 0 0 0 0 0 0 0 0 0 0 To,ohomes(Large) 0 0 0 0 0 0 0 0 0 0 TOTAL PROJECT ANNUAL GUFST NIGHTS 3,921 42,269 47,769 47,769 49,769 42,769 47,7119 47,269 47,769 47,769 Nnm6 ofarahs,X persons per more X nos.annual uccV,uuy X 365 Source:lzlan4Conmhin Gmu I Dra f a As Of 7 March 2000,Subject To Revision THE TIMBERS CLUB FISCAL IMPACP ANALYSIS TABLES Pmpefty Tax Revenue Estimtes Assnmpion year FxEer 2002 Z00 2001 2005 2006 20P/ 2008 10" ID10 2011 SIARREI VALUE ESTIMATES Cheb Portion Townhomes-Whole Ownership 56,0",000 Sam" $6,000.000 56,000,000 56,"0,000 56.000.000 56,8"." 56.".00 $6,000,000 Se,",000 suites.N'hdeOwnership Sb,",000 56," m 16,","0 S6,(1","0 56,",00 56,000,000 M,000,000 56,0 m) %,0","0 $6. '" Suites(Out,Membership-B Shares/Umt) $31,120,000 $74,240,000 $74,240.000 514,240"0 524,240,000 574,240,00 $14,240,000 $74,240,000 474,240,000 $74240,00 Club Personal Property(Amenities) 1005- 54,912,000 $8.624,00 $8A24," 58.624," $8,624,000 58,624,000 50,624,000 $8,624,000 S8b24,000 58,624,000 Ct.b Portion C.m.latioe Totd 554,032,000 594,8641000 S91b64,000 $94,864,00 $94,861,00 $N4 Em $94,864," 5941864,000 $94907," $949641000 Af Anhle Honed,Portia. Flats(large) 51,350," $1.350.000 51,350.000 $1,330,00 51,350000 41.350.000 51,350,"0 51,350,00 $1,350,000 $1,350.000 Flab(Smal0 $720,0" 5710,000 5720,00 $720.0" 5720,0N) 5]20,000 572010" $720,0" STHI," $7200" Towrdbu.(Small) SD S4 SO $0 50 SO 50 50 $0 $o Townhomes(large) SO So 50 $0 50 SO 50 10 SO $0 Affordable lloasin,Portion Camainetae Total 52,070,0" 5,010,0" $2.070,000 52,070," $2,070,000 $Z070,(W $2,070." 52,070,000 $2.010.000 $2.070.000 ASSESSED VALUE ESTIMATES OCl Tuann. Clu b Townluhomes/Suites 924. ",184,288 $8,399,7/6 58,399.76 58,399,776 $8.393,7/6 $8 399,7,6 58,399,i'i6 38.399176 $8,399.'16 $8-99,T6 Club Personal Propem(Amenities) 29.0% SEAMAN 12,5",9" 52.5".960 $2,5",9" 5;800960 5;500,%0 52.500,960 $2,5".960 $2,5",960 52,5",960 Ciab Pae1,.AavalTdd 56,206,268 $10,9",7% $1019",7i6 530.900,7% $10,9",736 $1019",T16 510,9w,7i6 $10,9",136 $10.9",7, $10,9",716 AJf,d.Ne Hoasira Portia. Flats/Townhomes 29.0% $600,3" $6",3" E6",3" $600,300 5600.300 5600300 $600300 56003" $6",3" $6003" Affordable Broad rg POrtioa Aaaaal Total $6",3" S6",300 %WM $600300 S6",3" %07,3" 5600.300 M.5w 56"•300 $600'3" TOTAL PROJECT ASSESSED VALUE 56,809,068 $11,501,036 511-01,036 51115011036 - 511,`,1,036 511.5011036 $11,501,0% $11,501,06 511,501.036 $11,501,036 PROJECTPROPERTFTAXREVENUES' 0."0901 SO 36,142 530.374 $10,374 $10,324 $10,324 $10,374 510,374 510,374 $10,374 R Pens orn-year 1,in rrorrrty tax assessment. Note:As an art Mthe TABOR arrrrndrranp the inemased r""ty 6a unit.,SrnrmtrA 6y the Prolurt mill 6,nefit ocher pmlrrty omnen and piNir agendrs uill not re¢iee funds. So-LeWad Can-],. G.. Draft As Of 7 A/arch 2000,Subject To Rez rsion THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE Sales Tax Revenue Eslisnales Assump= Year Ex4a, 2002 2000 2004 20W 2006 200] 2008 2009 mlo 2011 RCTAIL SALE£STIMAITS Clwb POrtka Tovn1umres-Whok Owmmhip 550.00 5200,750 $200,750 $200.)50 5200,)50 $200,150 3200,)50 $M.750 S2W,750 5200,;50 $M'750 Suites-Whok Osvn hip S50A0 lm,150 5200.150 S20i'm S=,750 3200,]50 $2W,750 5200,250 5200,150 SM.750 $200,750 Suiles(Oub Meat rship-8 Shares/Unit) SSO.W wz4 51,284,800 $1,284,800 $1184,800 $1,284,800 $1194,800 S1 mmo $1184A0 $I.N4," S1,2S4,800 Club Portion Amr.wl710.1 $1,043,9W 5106,300 51.686.300 511686.300 51,6863W S1.6 ,300 $1,686,300 51,686300 51,w,3W $1.6863W Afj rAnble Howling Portia. Ma (Large) SSW 546.811 546,811 $46.811 $46.811 $4011 $46,811 5461811 $4011 516.811 $46811 Flats(54.11) SSW 523.400 529.406 $23,406 $23,406 52,1,406 513,406 $23.406 513,406 523,406 $23.406 T..h..(Sma11) SSW SO SQ $0 $0 $0 $0 $0 50 SO w T.sv Mmes(large) 55.W SO 50 $0 SO $0 SO $0 50 SO 50 Affordable H..ixg Portion Ann.al TOm1 $50117 $70,217 90117 $:0111 570,217 $70,217 $70,217 $70.217 $10:11 $70.217 SALES TAXR£P£NHE ESTIMATS-.TOSV Club Portion Amr.al TOMI 1.00% 510,439 516,863 $16,863 $16.863 $16,863 $16.863 $16,863 $16.863 $16.6b3 51w80 Affordable H.ft Portion Amr.1 Total IW% $M 902 902 $702 $702 $702 $M2 $%2 $702 902 — P Xa Annna/Tom1 $11,141 517,565 $17.565 517,565 $11,565 $11,565 $17,565 $ll$65 511.65 $11,565 SALES TAXREVENUE ESTIAUTES--PH'KW COHHIY Club Portiow,bm.al Total 2.19 $22.861 596.930 436.930 S%,930 $36.930 S%,930 $36,930 $36,930 $36,930 536,930 Afval.bk HOwsmg Portion M..al Total 2.19 51.538 $11538 SLSM 31,538 $1,538 $11538 51,538 $1,538 $1.538 511538 P jeet Ananal Total $24,399 538.468 Sm,w $Ml50 $38,468 $38,468 $38,468 $38.468 $M,468 538.468 PROIECTSALESTAXREVENUES 535,540 556A33 M033 356,033 556,033 $56,033 556,033 556.017 556,033 $56,033 Source lrlarM C—ltmg Crou . I f Draft AS Of]March 2000,Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE Sales Tax Revenue Estimates A4famp14on Ynr Fxtat 2002 223 202 2005 2006 2m) 1009 202 mo 2011 RETAIL SALE ESTIMATES club Pardon Townhomes-Whole Ownership SWW $200.750 S=m $M,750 5200,750 5200,1150 $2110,150 5200,750 $200.750 $2W1750 $200.150 5uites-WWhe Ownnshlp ISOM 322)50 $200150 5200.150 S2m,750 3200,750 $200,150 $200,750 52WM $2110,750 S2W50 Saa,(0.1,Membership-8 Shares/Unip - 550.00 $M2AW $1,284,800 $1,284,800 512,84600 $1284.Bm $1,2B4,800 $1,2MXG $1284,82 S12M.Sw $1.284,800 Clab Portion Axnxal Total $1.041900 51,686,32 $1,686,300 51,6863(10 51,686,300 St,686,3W $1,686,300 $1.6$6.300 $1,686,W0 $7.686.300 Affordable HOxsing Portion Flat,(Large) 55m $46811 $46,811 546,811 $46611 $46,811 $46.811 $16,811 $46,811 $461811 516.811 Rats(Small) SSW 523,406 $23,406 323,406 sn,A 523,406 523.406 $DA06 $23,406 523.406 $23.406 Townhomes(Small) $S.W $O $0 50 $0 SO $0 w SO $0 $0 Townhones(Large) SSW SO SO So SO SO $0 $0 $O 50 $0 AffoMable Haxairg Portion Arm.xl l'otol $70.217 $70.217 570,217 $70,217 $70.217 570,117 ,40.217 $70,217 470.217 $:0.217 qJ SALES TAXREVEN ESTLMATES--TOSV Cl.b Portion A..al Tatnl 1.W% $10,439 $16.863 516,863 $16,863 $16,863 $16.863 $16,863 $16.863 $16.603 Si"63 Affordable Honsirsg Pmtlmr Armenl Toed 1.00% 5102 $702 $M2 $700 5102 5702 $102 $702 $702 5102 Pro%mt Axmel Total $11.141 $17.565 $17$65 $17,565 $17.565 $17,565 $17.565 517,565 .$17.565 $17,565 SALES ord A.... ESHMATES--PITKA'COIA'IY Clxb Portion Mx.nt Tatnt 2,19 $22.,401 $36,,430 536,930 $36.930 538.930 $381900 $3ti,9W $36.930 S3n,930 $36.930 Affordable Hmuing POrtimr Armxal Total 219 SISM 511538 5115M 51,538 51.538 $1.538 SUM $1,538 511538 $1,538 Project Annartl Total $24,399 $38.46$ $MAM 5MAM 538,468 $38.468 538,468 $38.468 $38.468 538.468 PROIECTSALESTAXREVENHES 535540 556)033 556,033 556.23 556)033 $56,033 $56,033. 5561033 $56,33 556,033 Source:Let and ca-Wa Gmu . Draft As Of 7March 2000;Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE 7 Other Revenue Estimates- 1998 Service Revenue- Project Service Annual Budget Factor Ratio Factor Revenue Service Factor Used OTHER REVENUE ESTIMATES Other Taxes Specific Ownership $55,400 2,543 $21.79 41 $882 Permanent Residents/Employees Franchise $234,100 3,857 $60.69 58 $3,520 Peak Period Units Other $50 3,857 $0.01 58 $1 Peak Period Units Licenses and Permits Building Permits $192,000 — — -- — Charges for Services Offset Costs Other $54,500 3,857 $14.13 58 $820 Peak Period Units Intergovernmental WCigarette Tax $38,700 2,543 $15.22 41 $616 Permanent Residents/Employees Highway Users Tax Fund/Other $117,500 $1,000 Independent Calculation County Road k Bridge $25,600 — — — $1,317 Independent Calculation Chargesfor Services Planning/Building $154,600 — — — — Charges for Services Offset Costs Solid Waste $282,100 — — -- — Peak Period Units Other $174,100 3,857 $45.14 58 $2,618 Peak Period Units Fives and Forfeitures $51,300 11,713 $4.38 200 $876 Peak Period Population PROJECT TOTAL ANNUAL OTHER REVENUES $11,651 Source:Leland Consulting Group, i Oraft As Of 7 March 2000;Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLES Project Expenditure Estimates Buz1998 Service Expendihve % Adj.Expend. Project Service Annual Factor Ratio variable Ratio Parlor Expenditures Service Factor Used BUDGET EXPENDITURE ES77AIATES Geuentl Found Town Council $572,100 11,713 $1884 50.0% $24.42 200 54,887 Peak Period Population Town Manager $202..3W 11,713 $17.27 50.0% 58.64 200 $1,728 Peak Period Population Town Clerk $567,900 11,713 548.48 50.0% $24.24 200 $4,851 Peak Period Population Finance 5414,900 11,713 535.42 5110% $17.71 200 $3,544 Peak Period Population Plnaning nrul Building Administration $180,IW 11,713 $1538 50.0% $769 200 $1,538 Peak Period Population Zoning and Planning $179,600 11,713 $1533 100.0% 51533 200 53,068 Peak Period Population Town Parks&Trail Maintenance $223,900 7,685 $29.13 100.0% 529.13 122 $3552 Residents/Guests Natural Resources Management $126,400 7,685 $16.45 100.0% $16.45 122 $2,005 Residents/Guests Building Services $131,700 11,713 $11.24 0.0% $O.W 2W $0 Offset by Charges for Services Recreation Program $29,900 2,543 $11.76 100.016 511.76 41 $476 Permanent Residents/Employees Public Stfity $818,600 11,713 $69.89 1m.0% $69.89 200 $13,985 Peak Period Population Publio Works Administration $133,700 11,713 $1TU 50.0% $5.71 2W $1,142 Peak Period Population Transportation $1,634,400 11,713 $139.54 90.0% $125.58 200 $25,129 Peak Period Population Road Maintenance 5658,100 11,713 556.19 50.0% $28-09 200 55,621 Peak Period Population Solid Waste 5415,3W 11,713 53546 15.0% $5.32 200 $1,064 Peak Period Population Shop $348,600 11,713 529.76 90.0% $26.79 200 $5360 Peak Period Population PROJECTTOTALANNUAL BUDGET EXPENDITURES $T,950 Souse:Leland Consulting Group, Draft As Of 7 Mard,2000;Subject To Revision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE 9 Summary Revenues and Ex nditure5 Yeu M2 2003 2001 MIS 11106 2W] 2008 2009 mlo 2011 PROJECT REVENUES Sala Tax Revenues-TOSV $11,141 $17,5n5 S17,565 517,%5 $17,%5 $17,5n5 $17,565 $17,%5 517,565 517,565 Satn Tax Re venues-Pitkin County 524.399 538.468 538,468 SmAm $38,468 5361468 $38,468 538,468 $38,468 338,468 Properly Tax Revenues $0 $6,142 $10,374 $10,374 510,374 $10,374 $10.374 $10,374 310,374 $10,374 Olher Tax Revenues $11,651 $11,651 $11,651 $11.651 $11,651 $11,651 511,651 $11,651 511,651 $11.651 TOTAL PROJECT REVENUES 547.191 514,825 $78.057 $7, ,057 56.057 58.057 $8,057 S78A57 $78.057 578,057 PROJECT=NDRURES 57.950 $7,%() 57.950 57950 $ 7.950 $7.950 57950 ST,950 57-50 $",950 PROJECT NLT REVLNIffS ($30,:59) (51125) $107 5107 $10 $107 Sir 5107 $107 $107 Note:As an Pea of Ore TABOR anauJmrnr,Bmin.. pro)vrty tanrnrnurgenyrnmJby the prjeamill hnefit otherpropurty eumarsamdpuhlirgesties will not re.enefrur.6. Souse 4 m Comulrin Gecu i i Draft As Of 7March 2000;Subject To Rerision THE TIMBERS CLUB FISCAL IMPACT ANALYSIS TABLE IO Pro'ect Impact on Other Funds Yeu 2002 =3 1009 2005 1006 20112 2008 2009 2010 7,m] OTHER FUNDS =Fuwd1 Prajecl Annual Saks H7,]30,OW $41.W W $3,%0.000 51%0.000 S319W.W0 $3,%0,000 $3,950,000 53,W.OW $3,960,000 $3,960000 RM Revenues 1.0% 5472-300 S4108W $39.600 5393600 $",W $0 SO SO SO f0 CunnukOve RLTTRevenues H 22,300 5883,100 $9227W $962300 51,001,900 31,001.900 SLW1.9W 51,001,900 31,001,900 51,001,900 Road Fand• Prord A,Sn Value 56,BW,068 511,501,036 $11,501,036 511,501,036 $I'S01,036 511,501,03" 5411501,036 $11,501,036 511,501,0336 511,5111,030 Property Tax Revenues OW171B 30 $11.766 S19,874 $19874 $19.824 $19,874 $19,874 $19,874 $19,874 219,814 Cumulative Road Posh Revenues SO 511,766 531,610 $51,514 371787 591.261 $111,135 $131809 $150883 5170,756 Debt Seevue Fwd•• Projmt Assessed Value S36,BW,068 511.501,036 511,501,036 511,501,0% $11,W1,0m 51'5011036 511,501,0% $11,5411,036 5ll.M1rD36 511,501,036 P,.,C ,Tax Revenues 0.W1801 Sd 512284 $10,748 $20,748 220,748 320,748 120,748 $20,748 $20,'48 $10748 Cumulative Dela SeroR,Fund Re,otooa SO $12281 $33,031 553.7n' 374,517 595,275 51161023 512161m $157,519 $178,87 OTHER FUNDS TOTAL 5472,3W mm,110 580711 380,222 $80,122 SW,6= $10,621 540,622 5401622 5401621 PRO/EL7 LTA112L .OTHER FUND TOTALS $4723W 59P7,]W 550117,372 SLU67$93 51,147,815 $1,188,436 51729855 $1769,680 517101301 511350,921 Although not mdijtf to Ox TABOR umondlo nf,fhe Road Fund is histonaly inoma d by the,ni onl of roe D,xtv,B.Wer CPI. TheMorq if is(July Owt fin Town i.td not nVllt in,thin this unrwmp but usmW rather to.the mill levy. •'TlsTown only m11M5enough menu"ropeyfhe debt srmirerelatedrothisJunJ. V...ton ,it llelytlmtfhe Totem ovoid not rollM nwrc Oran this..nfv butnanldrnOrz.lour,it,mill hmy_ Soune IeYM Comulun Omu . TOWN OF SNOWMASS VILLAGE TOWN COUNCIL RESOLUTION NO. 6 SERIES OF 2000 A RESOLUTION REGARDING THE TIMBERS AT SNOWMASS (FARAWAY RANCH SOUTH) PRELIMINARY PUD PLAN SUBMISSION, INVOLVING PARCEL K, FARAWAY RANCH GROSS PARCEL PLAT, AND THE GRANTING OF AUTHORIZATION TO SUBMIT A FINAL PUD PLAN APPLICATION. WHEREAS, Faraway South LLC submitted a Sketch Plan Application for a project referred to as the Faraway Ranch South Specially Planned Area to the Town for review and consideration; and WHEREAS, said Sketch Plan was approved by the Town Council on January 18, 1999 in Resolution No. 3, Series of 1999 ('Resolution 3"); and WHEREAS, Resolution 3 conditionally authorized SM Partners, LLC, as the Sketch Plan Applicant, to submit a Preliminary Plan application for the Project; and WHEREAS, the Planning Commission and the Town Council of the Town of Snowmass Village provided Faraway South LLC with direction in Resolution 3 related to the development of the property and identified specific information and studies which were necessary to properly review a Preliminary Plan application for the Project; and WHEREAS, SM Partners, LLC had submitted on behalf of Faraway South, LLC and The Timbers at Snowmass, LLC (the "Landowners") a request for Preliminary Plan submission review of the Faraway Ranch South Specially Planned Area (SPA) involving Parcel K and N, Faraway Ranch Gross Parcel Plat, as recorded in Plat Book 17 at Page 5 in the records of the Pitkin County, Colorado Clerk and Recorder; and WHEREAS, the application was reviewed for completeness and accepted by the Town of Snowmass Village Planning Director ('Planning Director") for review on April 13, 1999; and WHEREAS, Parcel N was subsequently conveyed to the Town of Snowmass Village (the 'Town") and withdrawn from the Project at that time; and WHEREAS, The Timbers at Snowmass, LLC (the "Applicant'), which acquired the controlling interest in the Project from Faraway South LLC, continued with the Preliminary Plan Application to the Town for its review and a� TC Reso.00-06 The Timbers Prelim.Plan Page 2 approval of a project then renamed from "Faraway Ranch South Specially Planned Area (SPA)" to "The Timbers at Snowmass" (the "Project"); and WHEREAS, Faraway South LLC has consented to the Preliminary PUD Application by Applicant on its behalf; and WHEREAS, the submission also involves: 1) a request to rezone the property from SPA-1, Specially Planned Area, to MU-PUD, Mixed Use PUD; 2) subdivision of the parcel: and, 3) a Subdivision Exemption application to permit condominiumization (including a time share regime) of the project; and WHEREAS, the Planning Director had previously determined that the proposed Project qualified for review as a Major Planned Unit Development ("PUD") application in accordance with the procedures specified within Section 16A-5-300(b) of the Snowmass Village Municipal Code (the "Municipal Code"); and WHEREAS, said procedure requires an initial Public Hearing and Preliminary PUD Plan review by the Planning Commission; and WHEREAS, posted, mailed, and published notice of public hearings held before the Planning Commission on June 9, July 14 and August 18, 1999 were provided in accordance with the public notice requirements of Section 16A-5-60 of the Municipal Code; and WHEREAS, the Planning Commission reviewed the Project at public hearings which commenced on June 9 and August 18, 1999 for the purpose of receiving public comment; and WHEREAS, the Planning Commission conducted their review of the Project between June 9 and September 1, 1999 to consider all relevant materials and testimony in order to evaluate whether the Project application complies with Section 16A-5-300(c), General Restrictions; and Section 16A-5- 310, Review Standards of the Municipal Code and whether the preliminary plan submission by the Applicant has responded to the direction given by the Town as stated within Resolution 3; and WHEREAS, on September 1, 1999, the Planning Commission adopted Planning Commission Resolution No. 16, Series of 1999, which contains their findings and conditional recommendation for approval of the Applicant's Preliminary Plan submission; and TC Reso.00-06 The Timbers Prelim.Plan Page 3 WHEREAS, upon receiving the Planning Commission's recommendation, the Town Council, in accordance with the posted, mailed and published public hearing notice requirements of Section 16A-5-150 of the Municipal Code, commenced a public hearing before the Town Council on September 7, 1999, to receive written and verbal public comment on the Project and to provide due process in accordance with the Municipal Code; and WHEREAS, the public hearing remained open and additional public testimony was received during the October 4, October 18, November 1, November 15 and December 6, 1999 Town Council meetings; and WHEREAS, in addition to reviewing the application, receiving public comment and recommendations from the Town staff and consultants on the above dates, a site visit and work session occurred on September 13 and additional work sessions were held on September 27, October 11, November 18, December 13, and December 20, 1999 as well as on January 3 and January 10, 2000; and WHEREAS, the Planning Commission, at the request of the Town Council, provided further review and comments during their November 17 meeting concerning the changes that occurred to Buildings A, D, L and M subsequent to their review and the overall architecture, colors and materials that were proposed within the applicant's November 8 submission packet; and WHEREAS, following receipt of a more detailed and consolidated set of submission documents on November 29, 1999, the public hearing was closed on December 6 and a new public hearing was scheduled for January 17, 2000 to receive public comment regarding the updated application; and WHEREAS, in accordance with the posted, mailed and published public hearing notice requirements of Section 16A-5-150 of the Municipal Code, a new public hearing commenced before the Town Council on January 17, 2000, to receive written and verbal public comment on the amended Preliminary Plan application; and WHEREAS, the further review of the application and receipt of public comment continued during public hearings and/or work sessions held before the Town Council on February 7, 14, and 21 and March 6 and 20, 2000; and WHEREAS, the Town Council closed the public hearing and completed it's review of the Preliminary PUD application for the Project on March 20, 2000, a� TC Reso.00-06 The Timbers Prelim.Plan Page 4 and, in doing so, has fully considered the recommendations of the Planning Commission, Town staff, independent consultants hired by the Town to assist in the review of the Project and the relevant written and verbal testimony provided by the public during the course of their review of the Project application. NOW, THEREFORE, BE IT RESOLVED by the Town Council of the Town of Snowmass Village, Colorado, as follows: Section One: General Findings. The Town Council finds generally as follows: 1. The Applicant submitted the Application for Preliminary Plan review of the Project in accordance with the provisions of Chapter 16A of the Municipal Code. The Planning Director accepted the Preliminary PUD Plan application after determining that it provided the "Minimum Contents" required pursuant to Section 16A-5-40(b), and included written and graphic materials pursuant to Section 16A-5-350, in sufficient detail to deem the application complete for review. Supplemental information had been submitted by the Applicant during the review process in response to staff, public and Town Council requests, comments, and concerns. To the extent, if any, that the original submission was different from the information used by the Town Council in the preparation of this resolution, the amended submission material had been reviewed and accepted by the Planning Director as meeting the intent and satisfying the requirements of Chapter 16A of the Municipal Code. 2. The Town Council finds that all Municipal Code requirements concerning the provision of public notice related to the project and public hearings thereon, including publication, posting, and mailing of notices, have been satisfied and that all Preliminary PUD application materials have been made available to the general public within a reasonable time to permit adequate review of the project. The Town Council further finds that the changes made by the Applicant during the Preliminary PUD review process were generally in response to directions and suggestions offered during the Public Hearings and that the public, Planning Commission and Town Council had ample opportunity to consider such changes. 3. The Town Council, during the Preliminary Plan review, considered alternative development layouts, architectural schemes and impact mitigation solutions for the property. These alternatives included: 1) 30 TC Reso.00-06 The Timbers Prelim.Plan Page 5 Snow melting Faraway Road; 2) Removing the top floor of Building D to improve northerly sight lines from the Phase I Ridge Condominiums; 3) Eliminating the town home units and surface garages within Buildings L and M to be replaced by condominium four-plex buildings utilizing underground parking; 4) Creating a visually appealing water course and waterfall feature along the northerly perimeter of the Project; 5) Improving trail linkages and bus stops within the Project area; 6) Considering different color and materials schedules to lessen the visual nature of the project; and 6) Investigating whether to participate in the creation of the employee housing in order that the project be owned and managed by the Town. It was determined at the December 6, 1999 meeting not to proceed with the Applicant's offer to snow melt Faraway Road. 4. The amended Project, which was considered by the Town Council at the conclusion of the Preliminary Plan review and determined to be most consistent with Section 16A-5-300(c), General Restrictions, and Section 16A-5-310, Review Standards of the Municipal Code is as generally described below. The specific location of the structures and more detailed development parameters for the Preliminary Plan are shown and more fully described in Exhibit A of this resolution and the larger scale file documents and plans retained within the Planning Division records. A. Free Market Residential and Related Support Structures: 4 Four bedroom Townhouse units @ approx. 3,586 S.F. ea.: 14,344 S.F. 36 Three bedroom suites @ 2,000 S.F.: 76,634 S.F. Circulation, Service& Common Area: 44.472 S.F TOTAL: 150,617 S.F. B. Free Market Residential Parking: 85 Underground parking spaces for Regular Club Members, Employees and Vans 50 Underground parking spaces for Social Members 8 Parking spaces in town home two car garages 0 Surface apron spaces in front of town home garages 7 Surface plaza spaces (Short Term/Time Restricted Parking) 150 TOTAL Free Market Parking Spaces C. Restricted Employee Housing: 9 One Bedroom Units @ 557 S.F. 5,013 S.F. 9 Two Bedroom Units @ 1,057 S.F. 9.513 S.F. 18 Units (27 Bedrooms) TOTAL: 14,526 S.F. 3 � TC Resu.00-06 The Timbers Prelim.Plan Page 6 D. Restricted Employee Housing Parking: 34 Parking Spaces (1.26 spaces per bedroom) 5. The subject area is identified on the Comprehensive Plan Environmental Sensitivity Map as being within the Brush Creek Impact Area. As such, the Applicant submitted a report that evaluated the potential impacts of the development on Brush Creek and its associated riparian habitat and wetlands. The Town Council has reviewed the report and evaluated the recommendations to determine whether consistency exists with the development evaluation standards found in Section 16A-4-30 of the Municipal Code. Specifically, the Town Council finds: a) Section 16A-4-30(e)(1) of the Municipal Code states that development shall not take place within twenty-five (25) feet from the channel of Brush Creek or the edge of any riparian or wetland areas; however, certain exceptions are permitted. The small stream channel that traverses the site has been previously altered and has historically transported sediment from the areas uphill from the Project to Brush Creek. The Applicant intends to enhance the stream condition by relocating and installing underground detention facilities to better regulate spring run-off flow rates and contain sedimentation so as to mitigate impacts onto Brush Creek. The proposal addresses existing off-site impacts beyond what would strictly be the sole responsibility of the applicant. In this regard, the Town Council finds that the applicant's proposal will be beneficial to Brush Creek and that the twenty-five (25) foot setback should be permitted to be varied to achieve the described development objectives. Specifically, the Town Council finds that the overall enhancement and restoration measures related to Brush Creek will substantially aid the improvement of the water quality and aquatic habitat of Brush Creek and replace the impacted wetland with more and better quality wetland elsewhere on site and in the community than would have resulted from strictly adhering to the setback requirements of the Municipal Code. b) The original proposal was to pipe a segment of the stream underground within the area between Building "A" and the ski slope, return to the surface to create a water feature/pond near the Woodbridge Bridge and then be piped underground to the existing discharge pipe which outflows into Brush Creek. The stream 43a TC Reso.00-06 The Timbers Prelim.Plan Page 7 segment between Building "A" and the ski slope has now been brought to the surface. In addition, a pond has been created within the interior Club project area and a waterfall feature has been added proximate to the Brush Creek/Faraway Road intersection. The Town Council finds that these aspects of the enhancement plan to be desirable. c) The Applicant's US Army Corps of Engineers ("Corps") Section 404 permit application has been approved and the Applicant has agreed to mitigate the loss of approximately 0.13 acres that cannot be restored on site with 0.25 acre of wetlands within Brush Creek. The Corps permit allows the mitigation to occur through participation in one of the Town creek restoration projects in the Brush Creek watershed or alternatively, through the purchase of 0.25 acre of wetland credit from the Rocky Mountain Institute wetland mitigation bank. The actual final amount of wetlands that must be mitigated may be different with the final PUD design. The final mitigation amount, however, will remain at a 2:1 ratio and shall occur, subject to Town Council and Corps approval, as part of a Town stream restoration ro'ect _ that is beneficial to wetlands located within the Town boundary. The Town Council finds that the Applicant's wetland mitigation contribution to the Town should be at a rate of $80.000.UU per acre of the final mitigation amount u to a maximum of U-0,000.00. d) The Town Council has, to the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review, determined that the application is generally consistent with the provisions of Section 16A- 4-30, Brush Creek Impact Area, and that development could be permitted to take place within twenty-five (25) feet from the channel of Brush Creek and subject riparian/wetland areas by granting the setback exception permitted within Section 16A-4-30(e)(1) of the Municipal Code. These findings are subject to the Applicant satisfying the applicable conditions and Staff Recommendations contained within Section Three and Exhibit G, respectively, of this resolution. 6. The current zone classification for the Subject Property is SPA-1 Specially Planned Area. Section 16A-3-40(5) of the Municipal Code discusses the general purpose for the Specially Planned Area (SPA-1 and SPA-2) zone districts and specifies that development proposals 33 . TC Reso.00-06 The Timbers Prelim.Plan Page 8 within those districts are to be submitted and reviewed pursuant to the provisions of Article V, Division 3, Planned Unit Developments, and that those provisions will apply to establish and define the zoning parameters for the development. General Restriction No. 3 of the PUD regulations, however, states that "The land uses permitted in a PUD shall be limited to those uses that are allowed, or are allowed by special review, in the underlying zone district." Planning Commission Resolution 3 stated that the appropriate zone district for the proposed project was MU-PUD, Mixed Use PUD; however, Town Council Ordinance No. 11, Series of 1999, amends Chapter 16A of the Municipal Code such that the Project may not be rezoned to that zone district. As a result of Ordinance No. 11, Series of 1999, the Town Council finds, and the Applicant agrees, that the Project should be rezoned to the MF, Multi-Family, zone district in conjunction with any Final PUD approval. The MF zone district permits all of the uses now proposed in The Timbers Preliminary PUD application, either as permitted uses or accessory uses customarily found in connection with a project of this type, including multiple family dwelling units, associated office, recreation, ski related facilities and services provided for the members, other related membership uses, and the associated underground parking which will be limited to the multiple family uses and Social Memberships. The rezoning of the Project to MF zone district will be approved at the time the Town Council approves the Final PUD plan for The Project. Additionally, the Town Council finds it appropriate that the Applicant's offer to provide the "open space" areas, as shown on Exhibit E, be secured by a conservation easement, or equivalent "non-disturbance' easement, to preserve the open space within the MF zone district. The final easement agreement, as further described in Section Three below, will be provided for Final PUD review and approval. 7. Chapter Six, Future Land Use Plan, of the Comprehensive Plan identifies the subject area as the Faraway Ranch South (Parcel K & N) Comprehensively Planned Area ("CPA"). As such, the preferred development plan identified these elements: a) Employee housing could be included. b) Low-density, high occupancy, multi-family residential housing units could be included. c) A mixed-use recreation center at the base of Assay Hill could be included. . � TC Reso.00-06 The Timbers Prelim.Plan Page 9 d) Enhancement of the skier and pedestrian trails shall be included. e) Faraway Road/ Brush Creek Road intersection improvement shall be included. f) Grouped development that provides for the maximum preservation of open space shall be included. g) Connection to the Snowmass Center and the Base area shall be included. Section 16A-3-40(6)(b) of the Municipal Code specifies which of the above elements of the Comprehensive Plan shall be accommodated in the development of the Faraway Ranch South (Parcel K & N) CPA, namely: (1) enhancement of the skier access and pedestrian trails; (2) Faraway Road/Brush Creek Road intersection improvement; (3) clustered development that provides for the maximum preservation of open space; and (4) connection to the Snowmass Center and the Base area. The Town Council finds that the Project will accommodate these elements as described above, subject to the Applicant agreeing with the conditions in Section Three below relating to the pedestrian trails and Ridge Condominium owner's ski slope access. 8. Section 16A-3-40(6)(b) of the Municipal Code also identifies elements of the Comprehensive Plan that could be considered in the development of the Faraway Ranch South (Parcel K & N) CPA, namely: (1) Low density, high occupancy, multi-family residential housing; (2) Mixed use recreation center at the base of Assay Hill; and (3) Employee Housing. The Town Council finds that these are not required elements that must be provided but notes that the Project will accommodate elements 1 and 3. Low density is defined within the Comprehensive Plan as being up to ten (10) units per acre. The free market residential component of the project will be 4.1 units per acre. 9. The "Comprehensive Plan" Build Out Analysis identifies the potential for up to 50 free market and 50 Affordable Housing units on the subject property if the PUD complies with Section 16A-5-300(c)(6), Community Purposes for PUD's, and other applicable provisions of the Municipal Code. The development proposal involves far less than 85% and, therefore, no benefits are required except as may be needed for the height variation request. �5 TC Reso.00-06 The Timbers Prelim.Plan Page 10 10. Article IV, Division 4, Restricted Housing Re uirements, of Chapter 16A of the Municipal Code, provides the methodology for determining the amount of restricted housing which must be provided by the Applicant to sufficiently mitigate the employee housing impact of the proposed development. The methodology in force and effect at the time this Preliminary Plan application was submitted requires: CLUB FACILITIES (tc "CLUB FACILITIES") 1,022 S.F. Office Area X 3.78 jobs per 1,000 S.F. = 3.86 jobs 3,456 S.F. Ski Locker Area X 1.47 jobs per 1,000 S.F. = 5.08 jobs 2,955 S.F. Health Club Area X 1.47 jobs per 1,000 S.F. = 4.34 jobs 40 Multi-Family Units X 0.5 0 jobs per unit = 20.0 jobs TOTAL: 33.28 jobs 33.28 Jobs Divided By 1.3 Jobs per Employee = 25.6 Employees 25.6 X 411 sq. ft. per employee = 10,522 sq. ft. Restricted Housing Required. The Applicant proposes to construct a minimum of 14,526 sq. ft. (not including storage units) of restricted housing, as further described in Exhibit A. Of that amount, 10,522 sq. ft. will be constructed in fulfillment of the Applicant's obligation to mitigate the employee housing impacts of the Project. The remaining 4,004 sq. ft. are offered as a "Community Benefit" in connection with their height variance request. The Town Council finds that the Applicant can sufficiently meet the employee housing mitigation requirements of the Municipal Code for the Project. The Town Council has reviewed the Applicant's employee housing proposal but finds it to be in the best interest of the community to publicly participate in the creation of the housing and to proceed with structuring an agreement with the Applicant whereby the Town ultimately owns and manages the eighteen (18) employee housing units proposed by the developer. In the event that the Town and the Applicant do not enter into a contract to purchase the employee housing or the Town does not close on the purchase of the employee housing as contemplated in Paragraph 2 of Exhibit F then the employee housing plan shall be as provided in Paragraph 4 of the Exhibit. Ao TC Reso.00-06 The Timbers Prelim.Plan Page 11 . The Applicant has agreed that all materials fixtures appliances and quality of construction will meet or exceed the specifications used for the Mountain View Phase II Employee Housing project as described in that proiect's April 20, 1998 Project Manual and that the recommendations of Joe Coffey, Town Housing Director, included within Exhibit F of this resolution, will be applied to the Applicant's Employee Housing design submitted with the Final PUD application. To the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review, the Town Council and Applicant have agreed that the final employee housing plan submitted as part of any Final PUD submission shall comply with the requirements and procedures specified within Exhibit F of this resolution. 11. The Town Council was requested by staff to provide their interpretation of Section 16A-4-400, Purpose, of the Municipal Code which states: Recognizing the shortage of adequate housing for persons of low, moderate or middle income, adequate provisions for comfortable and affordable housing in suitable locations shall be made to accommodate such persons and their families employed as a result of the construction, operation or use proposed in a subdivision, PUD or special review application. The Town Council finds that this section of the Municipal Code should be interpreted to apply solely as the preamble to the regulatory provisions, being Section 116A-4-410, Restricted Housing Requirements, and Section 16A-4-420, Methods of complying with requirements, that follow and that the "Purpose" section has never been applied and should not be interpreted to mean that any required employee provided by the developer pursuant to the above sub-sections are to be made available exclusively or on a first priority basis for employees of the development in the manner which the applicant describes within their application. Further, the Town Council feels that the legislative intent of the "Purpose" section was simply to express the basis or reason for adopting the regulations that follow which specify the manner in which additional affordable housing is to provided by developers within the community. 12. The Town Council has, to the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review, determined that the application is generally consistent with the provisions of Section 16A-5- 300(c), General Restrictions, of the Municipal Code ("Restrictions"), as discussed below and/or subject to satisfying the applicable conditions 3� TC Reso.00-06 The Timbers Prelim.Plan Page 12 contained within Section Three of this resolution. Although one (1) of the primary purposes of the PUD regulations is to provide flexibility in the land development process, the Restrictions are intended to define the limits of that flexibility. The following Restriction warrants comment: A. Dimensional Limitations and Community Purposes. Only certain dimensional limitations may be varied within the PUD process. The Applicant has requested approval to exceed the thirty-eight (38) foot maximum allowable height limit, as specified within the MF zone district, for Club Building "A". All other buildings proposed will comply with this dimensional limit. One of the review criteria for allowing the variation is that the Project must achieve one (1) or more of the applicable purposes listed in Section 16A-5-300(6), Community Purposes for PUD's. The "purposes" achieved are often referred to as "Community Benefits". The Town Council finds that more than one (1) of the purposes specified within Section 16A-5- 300(c)(6) will be achieved. The Applicant has offered to provide 4,004 sq. ft. restricted housing in addition to the amount required to mitigate their employee housing impacts. In addition to the housing, other Community Benefits, as more fully specified within the variance request (see Section "L" of the November 29 application packet), are being offered in connection with their height variance request. The Applicant must also demonstrate that granting the height variation is "necessary for that purpose to be achieved." The Applicant relates the need to exceed the height limit for Building A as being necessary in order to accomplish an intended purpose to '.encourage better design". The Applicant has cited the underground parking and their desire to incorporate roof forms that are compatible with mountain design concepts. A lesser factor involves the evolution of the project to reduce the number of larger stand-alone town homes and converting the town home "units" into smaller condominium suites contained within four buildings. The first fundamental question before the Town Council is whether the additional height being granted for Building A is reasonable and appropriate for the better architectural design that is being achieved and to accomplish the other community benefits proposed. It is felt that the intent and purpose for granting any height variation should relate directly to the purpose being achieved and not entirely on the Community Benefits being provided by the Applicant. 38 TC Reso.00-06 The Timbers Prelim.Plan Page 13 The second question is whether the Town Council should accept the recommendation of the Planning Commission regarding the manner in which building height will be calculated within the Project. The Municipal Code defines grade as the elevation of the ground in existence prior to the initiation of development or if it is determined that the existing grade has been altered prior to an application for development, then the Planning Director shall establish what had been the existing grade prior to the alteration. The Town Council finds that this site has been altered substantially over time. Detailed studies show that the majority of the 30 percent slopes which now exist on the site are, in fact, man made. The Town Council has determined that there is inadequate data to accurately establish and define the topography which would have existed on the site prior to its alteration. The Town Council and the applicant agree that the real issue relating to height is what the project will look like from various vantage points. For this reason the applicant submitted a substantial amount of computer generate imagery to demonstrate the related mass and visual impact of the project. The Town Council, based on Planning Commission and public input, has determined that the visual impact of the project now described in the Preliminary PUD application and the building height diagram attached as Exhibit D, identifying the defined maximum building roof ridge elevations, is acceptable and consistent with the community and neighborhood image and character. Therefore, for the purposes of calculating height and related variance request, the Town Council finds that it is appropriate to use the topography which existed on the property at the time of Preliminary PUD application. B. With regard to the height variance request, the Town Council finds: 1) The request to exceed the height limit for. Building A, as specifically shown in the Preliminary PUD application, is reasonable. The building is situated on top of the underground parking structure, which is considered to be a desirable feature of the project. The pad created by the parking structure is above the existing grade of the site, thereby adding additional height to Building A. 2) While the height of the building could be reduced by lowering the pitch of the roof, the Town Council finds that the proposed roof pitch is more characteristic of traditional mountain design. 39 TC Reso.00-06 The Timbers Prelim.Plan Page 14 3) The project includes smaller scale buildings in the foreground, as viewed from Brush Creek Road and the Woodbridge neighborhood which provides the appearance that the overall design will step up to hillside and that the height of Building A will be minimized by the placement of 38 foot tall buildings in the foreground. 4) Although Building A will exceed the 38 foot height limit, the Town Council finds that this is the appropriate location for additional building height within the property and the proposed design will, as is shown in computer imagery provided with the Preliminary PUD application, protect the desirable view planes from surrounding residential projects. 13. The Town Council finds that the project will provide certain improvements that, under Section 16A-5-300(c)(6) constitute benefits to the community. These benefits are as follows. a) The project will provide either enclosed or underground parking for the 40 free market units. While this is a benefit to the project, the elimination of surface parking does produce a certain level of visual benefits to the community and surrounding neighborhood. b) The Timbers project will provide a number of infrastructure enhancements that will be directly applicable to assisting the development of the Town's employee housing site on Parcel N, including the extension of utilities and roadway and intersection improvements that mitigated the impact of not only The Timbers project but also mitigated the impact of the Parcel N employee housing. c) The Project will relocate the Brush Creek Road transit stop and shelter, now located on the west side of the intersection, to a more suitable location east of the intersection. Relocating the facility for the purposes of improving sight distance and providing an adequate space for the Town and RFTA is a mitigation requirement. The project will, however, provide an enhanced shelter and landscaping as an aesthetic improvement and community benefit. d) The Project will establish a suitable kiss and ride facility to serve the surrounding residential neighborhood. The facility will ensure that, in the future, all drop-offs and pick-ups can occur off of the public road. �O TC Reso.00-06 The Timbers Prelim.Plan Page 15 The drop off and pick up activity now occurs on private property. e) The Project will enhance the pedestrian trail system which crosses the property and provide crucial trail connections to help enhance the community and neighborhood trail network and provide better access to the Base Village area. These trails include: (1) The Brush Creek Trail will be realigned near the Faraway Road- Brush Creek Road intersection. A Class I trail right-of-way will be established and the trail reconstructed to the standard of 8 feet. The relocation will move the point of the Faraway Road crossing further from the intersection, thereby improving safety. Environmental and landscape enhancements will improve the aesthetic qualities that now occur along this section of trail. (2) A Class I trail will be provided along the hillside adjacent to the southerly side of Faraway Road, as generally shown on Exhibit H, connecting The Ridge neighborhood to the town shuttle stop area and the Brush Creek Trail. This trail, however, will be evaluated as part of the Final PUD submittal as to where such a paved trail could be constructed into the hill side: 1) without requiring undesirable retaining walls; 2) so as to not adversely affect slope stability or surrounding property; and 3) be extended through The Ridge Condominium parcel. The trail, as proposed, involves obtaining an easement from the Ridge Condominium Association. The Applicant shall also investigate creating the hillside trail within the right-of-way and Project parcel so as to avoid their property. In the alternative, the Applicant shall construct a sidewalk adjacent to Faraway Road within the right- of-way. (3) A Class II unpaved summer use trail will be established along the Ridge Condominiums finalized ski egress trail, pursuant to Condition No. 17 below, to the westerly property line. This trail will be only for pedestrians, bicycles, and equestrians. Non-skier use will be prohibited by the landowners during the ski season to the extent necessary to ensure that the trail continues to provide proper ski egress for The Ridge Condominiums and does not interfere with the Aspen Skiing Company's winter operations on Assay Hill. An agreement ensuring that a trail easement will be provided to the Town by the Applicant, or successors, enabling the trail to extend westerly through the Aspen Skiing Company All TC Reso.00-06 The Timbers Prelim.Plan Page 16 ("ASC") ski easement, when authorized by ASC, will be provided with the Final PUD submission. The Applicant agrees to build this trail through the ASC ski easement provided that the Town can secure an easement from the ASC within three (3) years of the effective date of the Final PUD approval. The Applicant shall Provide a suitable connection for this trail, extending east from the westerly portion of the Property so as to connect to the Proposed trail Paralleling Faraway Road by either connecting across The Ridge property through an easement provided by The Ridge owners or along the Proiect southerly property line. The AppliGant shall a169 myestigate an f) The Timbers at Snowmass will undertake significant improvements to the site drainage, which has undergone major alteration over time. The improvements are required to not only mitigate the on-site development, but also help to control the adverse impacts on water quality caused by previous improper development practices that actually occur off-site and above the Project. g) The Project will remove the existing railroad tie retaining wall near the Brush Creek-Faraway Road intersection. The project will provide significant aesthetic improvement at this location, including boulder walls, water feature, and enhanced landscaping as requested by the Planning Commission and Town Council. This will be a desirable aesthetic enhancement to that area. h) The Project will provide restricted employee housing in an amount that exceeds the requirements of the Code. The Developer will construct 14,526 square feet, thereby exceeding the requirement by 4,004 square feet. 14. The applicant has also requested approval of a required parking variation in order to obtain authorization to reduce the number of parking spaces required by Section 16A-4-310 allowing the required parking for the 36 Club Suites to be reduced from one (1) space per bedroom (3 spaces per unit) to a maximum of two (2) spaces per unit and to permit the required parking for the Employee Housing to be reduced from 1.5 spaces per bedroom to 1.26 spaces per bedroom (34 Parking Spaces). 41Z TC Reso.00-06 The Timbers Prelim.Plan Page 17 With regard to this request, and given the level of community benefits provided by the project, the Town Council finds the following: A. The applicant has provided parking data obtained from similar fractional ownership interest projects to satisfactorily indicate that the number of parking spaces required by the Municipal Code likely exceeds what will be the actual amount of parking necessary to support the free market portion of a project of this type. B. The Town Council finds that a certain number of Social Member parking spaces are acceptable provided that: 1) adequate assurances are made to review and reduce the number of Social Member parking spaces as necessary to ensure that adequate parking for the thirty-six (36) Club suites provide, four (4) Townhomes, employees, and vans; and 2) Social Member spaces are allocated in a manner which helps to minimize traffic impacts on the public roadways within the Town. C. The applicant was requested to increase the interior width of the individual Employee Housing units and to provide a laundry room within that portion of the project. To successfully accomplish this necessitated the elimination of parking spaces. The Town Council finds that a parking ratio of 1.26 spaces per bedroom within the Employee Housing project should be sufficient based upon: 1) past experience with employee housing projects within the Town, including the Mountain View Phase II project; 2) the fact that approximately one-third (1/3) of the units will be occupied by employees working at the Timbers Club; and 3) the proximity of the project to the ski area and public transportation. D. To the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review, the Town Council and Applicant have agreed that the final parking program submitted as part of any Final PUD submission shall comply with the requirements of the conditions of the Preliminary PUD Plan approved, as described in Section Three of this resolution. 15. The Town Council has, to the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review, determined that the application is generally consistent with the provisions of Section 16A- 5-310, Review Standards, of the Municipal Code ("Standards"), as discussed below and/or subject to satisfying the applicable conditions � 3 TC Reso.00-06 The Timbers Prelim.Plan Page 18 contained within Section Three of this resolution. a) The Preliminary Plan generally identifies land uses that are consistent with the Town of Snowiness Village Comprehensive Plan (the "Comprehensive Plan") Future Land Use Map in that the subject area is identified as being intended for Open Space/Conservation and Multi-Family Residential uses. The "Club Facility" and the associated parking would be appropriate accessory uses customarily found in connection with a development of this type. b) It is believed that Building D does partially extend into the area shown as being Open Space on the Comprehensive Plan Future Land Use Map; however, the Applicant has committed a southerly portion of the parcel to Open Space, as shown on Exhibit E, that is larger in area than what has been identified for "Open Space/Conservation" on the map. The Applicant needs to provide a copy of the conservation easement document and supply sufficient information within the Final PUD application to demonstrate to the satisfaction of the Town Council that there will be no net loss in Open Space from the amount currently identified on the Future Land Use Map. Although not a requirement to the processing of the application, the Town Council will then direct that the Future Land Use Map be amended to be consistent with the Final Plan approval. 16. The Town Council finds that the proposed project generally complies with the directions established by the Town in the Sketch Plan approval resolution and with subsequent guidance from the Planning Commission during Preliminary Plan review, as discussed below and/or subject to satisfying the applicable recommendations contained within Section Three of this resolution: a) Retaining Walls/Finished Grading. Considerable discussion has occurred regarding the manner in which the Applicant should handle the boulder/grade/landscape placement within the areas currently shown on the site plan as being vertical boulder walls. The Applicant has received verbal direction during the meetings and visual examples and written comments have been provided within the Exhibits E and I of this resolution defining what needs to be provided as part of their Final PUD submittal. Rather than to rely entirely upon site detail and section drawings, it is reasonable to expect that TC Reso.00-06 The Timbers Prelim.Plan Page 19 a majority of the work will involve "field judgement and placement" of materials by the contractor. The Town Council needs to also receive a descriptive outline of the criteria and specifications to be used in the field by the contractor; however, subject to a descriptive outline of the criteria and specifications to be used in the field by the contractor, which shall be consistent with the Preliminary PUD Plan and which shall be submitted by the Applicant for final approval with the Final PUD application, the Town Council finds that "field judgement and placement" of materials by the contractor is appropriate provided provisions are included for field inspection by the Town during construction. b) Geotechnical, Groundwater and Drainage. The Town Council retained the professional services of Lambert and Associates ("Lambert"), a geotechnical engineering firm located in Montrose, Colorado, to review the geological materials prepared by CTL/Thompson for the Applicant's Preliminary PUD submission. Their report was presented to the Town Council at their January 17, 2000 meeting and the Applicant was directed to respond to the comments, questions and issues outlined within their report. The CTL/Thompson response was provided to the Planning Division on January 7 and was forwarded to Lambert for review and comment. Additional geotechnical information, including the Engineer's Opinion required pursuant to Section 16A-4-50(d)(5) of the Municipal Code and attached as Exhibit I of this resolution, was provided on February 26. This was promptly forwarded to Lambert and Associates as well. Following ArARAWAF; And review of the geotechnical information provided by the Applicant, including the Engineer's Opinion. the Town Council finds that the provisions of Section 16A-4-50 of the Municipal Code, concerning development within areas containing thirty percent (30%) slopes, have been satisfied to the extent necessary for Preliminary PUD review. No development is intended to occur. including the commencement of any excavation or construction of the shoring wall, until such time as final comments have been received from Lambert following their review of the aeotechnical material submitted. Any Town Council authorization to make building permit application would be by separate ordinance following review of the final Lambert report L4 TC Reso.00-06 The Timbers Prelim.Plan Page 20 c) Town Shuttle and RFTA Pullouts. The Applicant amended their November 29 material concerning the down-hill Faraway Road TOSV Shuttle Stop and west-bound Brush Creek Road RFTA pull-out, as shown in Exhibit G, in response to direction received by staff and the Town Council. The Town Council finds the proposed facilities and improvements will enhance the over-all ability of the Town and RFTA to provide public transportation within that area of the Town. d) Fractional Ownership. The Town Council finds that the fractional ownership nature of the project will help ensure a relatively high occupancy level within the Project. The Project satisfactorily complies with the requirements of the Municipal Code with regard to fiscal impacts. The Town Council finds that the Applicant has used generally conservative assumptions in the fiscal impact report provided with the Preliminary PUD application. As a result, the Town Council has determined that, with no more than a fifty-five percent (55%) occupancy rate, the project will generate sufficient revenue, in the form of taxes, fees and other revenue sources, to offset the readily identifiable fiscal impacts that it creates on the community. Any higher occupancy level was found to produce a net positive benefit to the community. The Town Council finds it to be in the public interest to establish Club provisions that may further help ensure high occupancy. Of ewnemhip er,cmpaRey d996 net FReet the fifty five peFGGRt o- Analysis. The Applicant proposes to allow the owners of interest in the Project, by simple majority vote, to determine whether units, or interests therein, may be rented on a short term basis to individuals not owning fractional interests in the Project. The Town Council finds this to be a desirable provision to ensure the higher occupancy rates. The Applicant has stated that its desire is to sell all units under the fractional interest scheme identified in the application. However, due to economic uncertainties. the Applicant has requested authority to allow a certain number of units to be sold and occupied as whole ownership units The Applicant's request was to allow, at the discretion of the Applicant the sale and occupancy of four (4) Townhouse units and up to four (41 Club Suites for whole ownership dwellings. TC Reso.00-06 The Timbers Prelim.Plan Page 21 With regard to this request the Town Council finds that: 1) the Comprehensive Plan requires that the project sufficiently promote short-term occupancy 2) the Applicant has indicated that all reasonable efforts will be made to provide the greatest degree of fractional interests in the project: 3) that limiting whole vs. fractional ownership to no more than four (4) Townhouse units and four (4) Club Suites would still retain a substantial maiority of the project for the desired short-term occupancy and 4) the Applicant has submitted sufficient information to indicate that permitting whole ownership o these units would have a negligible fiscal impact to the Town with respect to the overall project. 17. The Town amended the Land Use and Development Code in Ordinance No. 11, Series of 1999, which will affect the manner in which floor area is calculated for the project. While the Planning Commission and Town Council have thoroughly reviewed the amount of floor area proposed in the Preliminary PUD application, the Town Council recognizes that the applicant will be required to provide with the Final PUD application revised floor area calculations that are consistent with the amendment to the Code approved under Ordinance 11. 18. The Town Council considered the applicant's proposed options related to improving the lower portion of Faraway Road. One option included providing a wider driving surface and a second option included a narrower pavement width with a snowmelt system. The Town Council has determined that the narrower pavement surface and snowmelt system is not appropriate. The wider pavement surface with all related improvement described in the Preliminary PUD application is the most desirable traffic mitigation solution. 19. The Town Council finds that the applicant's request for a subdivision exemption for the purposes exempting a condominiumization and time share estate from the subdivision regulations of the Town is appropriate, except as discussed below. The Code defines a time share unit as "the ownership or use of which is subject to an arrangement . . . . . which provides for or allows the exclusive use or occupancy of the dwelling unit by one (1) or more co-owners or co-users during any annually recurring period of time if said agreement is in any way binding or effective on any assignee or future owner of the unit or any fractional interest therein." The Timbers at Snowmass request approval of an exemption from subdivision regulations of the Town for the purposes of: 1) condominiumizing thirty-six (36) Club Suites and four (4) Club qI TC Reso.00-06 The Timbers Prelim.Plan Page 22 Townhome units; 2) creating a time share estate, including a total of up to 3G2 320 fractional ownership interests in the thirty-six (36) Club Suites and four (4) Club Townhome units; 3) condominiumizing parking spaces within the parking structure, as specifically described in the Preliminary PUD application; and 4) condominiumizing the individual employee dwelling units. The Town Council finds the proposed condominiumization of the thirty- six (36) Club Suites and four (4) Club Townhome units and timeshare regime is appropriate. The condominiumization of parking spaces within the underground parking garage also is appropriate but only to the extent that the condominiumization furthers the specific parking program described in Section Three of this resolution. The Town Council does not find that the condominiumization of the employee dwelling units is appropriate at this time. Further, the Town Council finds: a) The Applicant may be afforded the opportunity to offer the town home units as whole interest rather than fractional interest units within the ' GendeFAiRium units withiR the Timbers Club at Snowmass Owners Association, Inc. ("Timbers Master Association"). b) All— The four (4) town homes may Bret be either wholly or fractionally owned and either part of or separate from the timeshare regime. c) Up to but not exceeding four 4 condominium suite units may be offered as whole interest rather than fractional interest units within the timeshare regime of the Club concept_ d) The subdivision exemption request, except as noted above, is consistent with the goals of the Comprehensive Plan and is necessary to further the objectives of the PUD plan and will be finalized in conjunction with the Final PUD Plan. 24- The Town Council finds that to the extent necessary for and pertinent to a Preliminary Plan level of evaluation and review. the Applicant's proposed condominium documents, including: 1) Condominium Declaration; 2) Purchase Agreement; 3) Disclosure Statement; 4) Club Rules and Regulations; and 5) Parking License, are appropriate and '49) TC Reso.00-06 The Timbers Prelim.Plan Page 23 meet all requirements related to Preliminary PUD Plan approval. The G9nd9Fn*n!,_lrA der-imeRts will be the Final PI 19 PIAR Section Two: Action. To provide for the welfare and safety of the public and to ensure that the development proceeds in accordance with community goals and objectives, the Town Council hereby grants authorization to The Timbers at Snowmass, LLC to% apply for Final PUD Plan development review of The Timbers at Snowmass project, as described within Exhibit A and incorporated herein by this reference as if set forth at length, subject to the requirements of Chapter 16A of the Municipal Code, the findings stated within Section One above and the conditions specified within Section Three below. The Project use, density, and development configuration, which is described in the Preliminary PUD Plan, includes the following Land Use and Development Program: A. 36 three bedroom Multi-family Units B. 4 four bedroom Multi-family Units C. Interior common area, lobby and service space. D. Parking and other misc. space within building footprints E. Office and Club administrative uses F. Health Club G. 9 one bedroom employee units H. 9 two bedroom employee units I. 7 plaza level parking spaces: -2 Surface Shuttle Parking Spaces -5 Surface Short Term Parking Spaces J. 8 enclosed townhome parking spaces K. A minimum of 150 underground parking spaces L. 34 employee housing surface parking spaces M. Trails and sidewalks N. School bus and RFTA kiss and ride drop-off O. Exterior pool and spa P. Open space Q. RFTA and TOSV Shuttle stops including shelters Section Three: Conditions for Final PUD Submission. 1. The Final PUD Plan shall comply with the revised Preliminary PUD application approved pursuant to this resolution, except as otherwise noted in these conditions. qq TC Reso.00-06 The Timbers Prelim.Plan Page 24 2. The floor area approved-in the Preliminary PUD plan was intended to be consistent with the provisions of Ordinance 11, which amended the procedure for calculating floor area during the period of the Preliminary PUD review. The revised floor area calculations shall be included in the Final PUD application. Because of the complexity of the project, the Planning Director and the applicant shall review and agree upon the floor area calculations included with the Final PUD application. 3. The building heights for all buildings shall be as now described in the Preliminary PUD application and as further described in Exhibit D. The maximum building elevations shall be documented in an appropriate manner in the Final PUD approval. Elevation 100' on all Sopris Engineering and Stryker/Brown drawings equals 8315' MSL (Mean Sea Level Elevation) and the "Project Benchmark" (Assumed Elevation 1020.33') per Note # 8 on Sopris Sheet C1 (Improvement Location Survey and Topographic/Existing Conditions Map), would be 120.33' Stryker/Brown & Sopris elevation or 8335.33' MSL elevation. Any reduction in the plaza surface elevation as part of the Final PUD submission requires a commensurate reduction in building height. 4. The project shall maintain a 22 foot unobstructed emergency access through the project. The project shall also comply with the requirements of the Snowmass-Wildcat Fire Protection District, as described in project review memorandum dated December 9, 1999 attached as part of Exhibit I. 5. The Timbers Master Association shall provide four (4) vans, as described by the Applicant in the Preliminary PUD application, to provide twenty- four (24) hour on-call complimentary transportation service for the benefit of the Club Members, including but not limited to transportation to and from the Pitkin County Airport. The Timbers Master Association shall in its Reservation Policies and Procedures include a notice to all club members and guests regarding the availability of Club and public transit options. 6. The applicant has agreed to convey a "Non-disturbance" Easement to the Town that limits the use of that portion of the property located above The Ridge ski egress trail, as shown on Exhibit E, to open space, passive open use recreation, trails, utilities, landscaping, and the Deerbrook access in existence on the date of the Final PUD approval. No development, as defined within Section 16A-2-20 of the Municipal Code, may occur within that area except as specifically authorized within �0 TC Reso.00-06 The Timbers Prelim.Plan Page 25 the Final PUD approval and/or final non-disturbance agreement. The "non-disturbance" easement shall be conveyed by the applicant in conjunction with the Final PUD approval in a format acceptable to the Town. 7. The Applicant shall mitigate the project's wetland impacts in accordance with the Corps 404 permit for the project, as may be amended to reflect their Final PUD proposal. The applicant shall provide off-site wetland mitigation at a ratio of two (2) acres of off-site mitigation for each acre of wetlands lost within the Project and said mitigation has been previously authorized by the Corps to occur through participation in one of the Town creek restoration projects in the Brush Creek watershed or alternatively, through the purchase of 0.25 acre of wetland credit from the Rocky Mountain Institute wetland mitigation bank. The actual final amount of wetlands that must be mitigated may be different with the Final PUD design. The final mitigation amount, however, will remain at a 2:1 ratio and shall occur, subject to Town Council and Corps approval, as part of a Town stream restoration ra oject• The Applicant's wetland mitigation contribution to the Town shall be at a rate of $80.000.00 per acre of the final mitigation amount up to a maximum of $20,000.00. The money will be escrowed until applied to T-the Town's mitigation project which must be completed within two (2) years of the date of the final Corps 404 permit authorizing commencement of the wetlands proposal adopted within the Final PUD, or as may be authorized by the Town Council and Corps. 4 8. All site lighting sources will be appropriately shielded from view. While up directed accent lighting may be permitted during Final PUD review, it shall be minimized to as not to create an excessive amount of light pollution. Exposed wall-pak lighting and other similar fixtures are prohibited. TC Reso.00-06 The Timbers Prelim.Plan Page 26 9. In order to minimize the level of traffic impacts from this project, the Town will not issue resident parking permits for the public parking lots to the members of this project. 10. There shall be a minimum of 184 parking spaces provided in the project, including 34 employee housing parking spaces and 150 Club and Social Member parking spaces. The actual number of parking spaces may be up to 194 depending on and subject to the final engineered design of the interior of the parking structure. The term 'Timbers Master Association" . when used in the context of garage or external parking space ownership means that the ownership is as a common element, owned in common by the Association members and regulated by the Association. The following restrictions shall be applied to the parking. A. With the exception of the two (2) plaza-level van parking spaces provided near the porte-cochere, exterior parking will be owned, time restricted and controlled by The Timbers Master Association. B. The Applicant shall maintain one (1) space per bedroom for the four (4) Town homes. The owners of each town home will own the two (2) spaces in the garage that is attached to the dwelling unit. The Timbers Master Association will own and provide two (2) of the four (4) related spaces per town home unit within the parking garage for use by the Town home owners. C. The Timbers Master Association will own and provide, within the parking garage, two (2) parking spaces for Club vans and eight (8) parking spaces for employees. D. The Timbers Master Association will own and provide two (2) spaces per unit for the thirty-six (36) three (3) bedroom Club suites. E. The garage parking spaces identified within paragraphs AT B, C and D above will be included as one (1) condominium unit. F. In order to ensure that adequate parking will be available for the thirty-six (36) three (3) bedroom Club suites, the Applicant will provide an additional thirty-six (36) parking spaces. These spaces will continue to be owned by the Applicant. Of this number, the Applicant shall lease eighteen (18) spaces to the Timbers Master Association for only the prorated cost of maintenance and liability � a TC Reso.00-06 The Timbers Prelim.Plan Page 27 insurance during the parking evaluation period described below. During the evaluation period, The Timbers Master Association will retain control over the leased 18 space to ensure that adequate parking is available for the 36 Club Suites. The Applicant may chose to lease, on an annual basis, the remaining 18 parking spaces to Social Members in accordance with the procedures for allocating Social Memberships. The spaces identified here shall comprise 36 condominiumized spaces. G. A three (3) year parking evaluation period shall be established for the purposes of reviewing and determining the specific parking needs of the 36 Club Suites. The evaluation period shall commence on the date of the issuance of the final certificate of occupancy for the 36 Club Suites. The intent of this evaluation is specifically to ensure that there is adequate parking for the owners of these 36 units. The Applicant or Timbers Master Association shall not impose any restrictions or limitations upon Club members that would affect the Town's ability to accurately assess what the true parking demand will be. During this time, the Applicant shall implement and conduct the parking management program and, with the Planning Director, coordinate parking data collection in order to accurately project the parking needs for an individual Club Suite. H. If during or at the end of the parking evaluation period it is determined by the Town Council that any or all of the 36 parking spaces retained by the Applicant, as described in paragraph F above, are required to meet the parking needs of the 36 Club Suites, then the Applicant shall convey the specific number of spaces required to the Timbers Master Association, which shall then own and control said additional spaces for the benefit of the owners of the 36 Club suites. Based on the determination of need, the Town Council shall specify the amount of the reduction necessary. Any or all of these spaces not required may be converted into additional Social Member spaces for sale or annual lease at the discretion of the Applicant. f. The Applicant may initially provide a minimum of 24 and up to a maximum of 34 Social Member parking spaces, depending on the total number of parking spaces allowed by the final design of the underground parking garage which, at the Applicant's discretion, may be leased or sold to Social Members. These spaces shall 53 TC Reso.00-06 The Timbers Prelim.Plan Page 28 not be encumbered in any manner by the restrictions described in paragraphs F, G and H above. The spaces identified here shall comprise between 24 and 36 individual condominium spaces, depending upon the final parking garage design. J. Following the issuance of the Certificate of Occupancy ("C of O") for the parking garage structure, the Applicant shall allocate, whether for lease or sale, each space made available for a Social Member on the following basis: 1) The Applicant will, after providing a 30 day notice from the date of issuance of the C of O, including advertisement in the newspaper of local circulation and by U.S. mail, offer such Social Memberships and related parking spaces at rates/prices established by the Applicant to owners of property, including tesatedin any of the Ridge Run subdivisions and The Ridae Condominiums, whose sole or primary means of accessing Brush Creek Road is via Faraway Road ("Faraway Road Property"). 2) After the number of spaces sold or leased to Ridge Run prepeft Faraway Road Propert y owners is determined, the Applicant will make any remaining Social Memberships and related spaces available to any owner of property within Snowmass Village. These memberships and related spaces shall be offered at rates/prices established by the Applicant for a period of 30 days. 3) After the number of spaces sold or leased to Snowmass Village residents is determined, then the Applicant, at its discretion, may offer to any remaining Social Memberships and related parking spaces to any property owner within the Roaring Fork Valley or others. K. The Timbers Master Association will assign within the parking structure one (1) parking space per Club Suite and two (2) parking spaces per town home. The location of the assigned spaces will be based on proximity of the parking space to the unit. All other required Club Suite parking spaces will not be assigned. TC Reso.00-06 The Timbers Prelim.Plan Page 29 L. The condominium documents shall be amended in a manner to ensure that if a Social Membership and related parking space are sold by a purchaser to third party, the advertisement of said Social Membership and related parking space shall be advertised through the Timbers Master Association to ensure that the resale of the Membership complies with the advertising and priority allocation provisions established in paragraph J above. 11. The Applicant shall provide reasonable security in the development improvements agreement to guarantee the construction of four (4) bus shelters. The design of each bus shelter shall be approved with the Final PUD Plan. A determination will be made during Final PUD review whether a shelter is appropriate at the west-bound Brush Creek Road RFTA pull-out. 12. The applicant shall use a textured and/or colored concrete, as recommended by staff, at each bus pull out location to differentiate the pull out from the roadway. The final details shall be approved with the Final PUD Plan. 13. The engineering plans related to all roadway, intersection, retaining, and drainage shall be consistent with the Preliminary PUD application and as further described in Exhibit A. The final engineering details shall be approved in conjunction with the Final PUD Plan. 14. The landscape plan shall be consistent with the Preliminary PUD application and as further described in Exhibit I. The final landscape details shall be approved in conjunction with the Final PUD Plan. 15. The Final PUD application shall include the final designs for the uphill and down hill bus stops on Faraway Road, RFTA east and west bound Brush Creek Road pull-outs and the kiss and ride facility as shown on Exhibit F. The related pathways shall be in compliance with the plan provided in Exhibit H and the final landscaping plan shall be in compliance with the plans in Exhibit A or as may need to be amended to respond to comments contained within Exhibit I. The kiss and ride facility will be conveyed to the Town as part of the employee housing parcel or as a separate parcel, as described in Exhibit F, and the Town will be responsible for controlling parking at that location. An easement shall be established for the purposes of allowing the Timbers Master Association to maintain subsurface drainage structures/improvements that will occur within this parcel. 4$00015 TC Reso.00-06 The Timbers Prelim.Plan Page 30 16. The PUD Guide Plan submitted as part of the Final PUD application will contain sufficiently detailed use provisions defining the Projects approved operational plan and functional structure such that it would violate the terms and conditions of the Final PUD Plan to amend the Condominium Documents in the future so as to nullify the ability of the Timbers Master Association members to create, by simple majority vote, a short term rental program within the Project. 17. The applicant has moved The Ridge ski egress trail in a manner that is consistent with the Preliminary PUD application. If it is determined during the 1999-2000 winter ski season that the trail can or should be improved from the now current alignment and/or grade, the applicant shall make such improvements prior to the commencement of the 2000- 2001 winter ski season. Working with the Ridge Condominium Association, the Applicant shall again "field adjust' the new trail following the 2000-2001 ski season if necessary in order to develop the best trail design solution. 18. The representations made by the Applicant during meetings with the Town Council as well as the recommendations of Town staff and consultants, attached hereto as Exhibit I and incorporated herein by reference, shall be considered as conditions of approval and must be fully addressed or satisfied within the Final PUD submission, to the extent that such recommendations do not conflict with any findings or conditions specifically stated herein. 19. The Class I trail along the hillside adjacent to the southerly side of Faraway Road, as generally shown on Exhibit H, will be evaluated as part of the Final PUD submittal as to where such a paved trail could be constructed into the hill side: 1) without requiring undesirable retaining walls; 2) so as to not adversely affect slope stability or surrounding property; and 3) be extended through The Ridge Condominium parcel. The trail, as proposed, involves obtaining an easement from the Ridge Condominium Association. The Applicant shall also investigate creating the hillside trail within the right-of-way and Project parcel so as to avoid their property. In the alternative, the Applicant shall construct a sidewalk adjacent to Faraway Road within the right-of-way. 20. The Class II unpaved summer use trail is to be established along The Ridge Condominiums existing ski egress trail to the westerly property line for pedestrians, bicycles, and equestrians. It is not intended for public TC Reso.00-06 The Timbers Prelim.Plan Page 31 use during the ski season. An agreement ensuring that a trail easement will be provided to the Town by the Applicant, or successors, enabling the trail to extend westerly through the Aspen Skiing Company ("ASC") ski easement, if authorized by ASC, will be provided with the Final PUD submission. The Applicant agrees to construct this trail through the ASC ski easement provided that the Town can secure an easement from the ASC within three (3) years of the effective date of the Final PUD approval. The Applicant shall provide a suitable connection for this trail, extending east from the westerly portion of the property so as to connect to the proposed trail paralleling Faraway Road, by either connecting across The Ridge property through an easement provided by The Ridge owners or along the Project southerly property line. 21. The retaining walls, finished grading and landscaping design submitted with the Final PUD application shall address the issues, comments and direction received from the Town Council during the meetings and as described within the visual examples and written comments within Exhibits E and I of this resolution which further define what needs to be provided as part of their Final PUD submittal. Rather than to rely entirely upon site detail and section drawings, it is reasonable to expect that a majority of the work will involve "Feld judgment and placement' of materials by the contractor. Therefore, the Town Council needs to also receive a descriptive outline the criteria and specifications to be used in the field by the contractor. 22. Utilities will be extended to the locations of Buildings E and F (the employee housing) within three (3) months of the issuance of an excavation permit. The Town shall be given appropriate assurances that the utilities will be installed and sized in a manner that the Town can extend the utilities from Building F to serve its employee housing project in Parcel N. 23. The Applicant will include a reclamation bond in an amount sufficient to cover the reclamation any unfinished portion of the site should the construction of the Club project located west of Faraway Road terminate prior to completion as described in the Preliminary PUD documents dated November 29, 1999. If construction ceases for a period on one year, the applicant shall restore the site, including the placement of dirt in a manner that approximates topographic conditions prior to the commencement of construction and revegetation. In this case, the term "unfinished" refers to all buildings identified, parking structure shoring wall, and finished grading and drainage improvements. 61 -­ ­ ­___- TC Reso.00-06 The Timbers Prelim.Plan Page 32 24. The applicant shall submit a subdivision plat with the Final PUD application that provides for the re-aligned Faraway Road right-of-way and identifies two parcels east of Faraway Road, in addition to a single parcel on the west side of Faraway Road. The easterly parcels shall include: a) the kiss and ride parcel and b) the employee housing parcel. Proper access, utility and trail easements shall be established on the plat. The kiss and ride parcel shall be conveyed by the Applicant to the Town immediately upon final inspection by the Town Engineer of the constructed improvements within that parcel. 24. The applicant shall submit with the Final PUD application a proposal for a development improvements agreement. The agreement shall be consistent with the provisions of Section 16A-5-370(5) of the Municipal Code. The agreement also will include a guarantee that the Applicant shall obtain a building permit and commence construction of Buildings E and F (18 restricted employee housing units and related improvements) within two (2) years of the issuance of any building permit. The guarantee shall be a letter of credit or a bond in a form acceptable to the Town. The amount shall be 115 percent of the cost of project construction, less the purchase price to be paid by the Town to the Applicant, as described in Exhibit F. 25. eeeiment", All land areas within Parcel "K", Faraway Ranch Gross Parcel Plat (the "Property"), not containing improvements specifically described "within the condominium documents as being a "Unit" or "Limited Common Element" shall be considered "Common Elements" owned as an undivided interest by the unit owners. 26. The Applicant has agreed to quitclaim or by Bill of Sale to the extent it may be personal property release to the Town whatever right, title or interest it may have in the Woodbridge Ski Bridge, without warranty, and to dedicate to the Town the land within theProject upon which the bridge is located A reasonable maintenance easement. which may extend beyond the trail easement will also be granted to provide access to repair, maintain or replace the bride as necessa in the future. The document(s) will be provided as part of the Final PUD application. 27. The Town Council determined it to be in the best interest of the community to publicly participate in the creation of the employee housing and to proceed with structuring an agreement with the Applicant whereby TC Reso.00-06 The Timbers Prelim.Plan Page 33 the Town ultimately owns and manages the eighteen (18) employee housing units proposed by the developer as described in Exhibit F of this resolution In the event that the Town and the Applicant do not enter into a contract to purchase the employee housing or the Town does not close on the purchase of the employee housing as contemplated in Paragraph 2 of Exhibit F then the employee housing plan shall be as provided in Paragraph 4 of the exhibit. 28. The Applicant has agreed that all materials fixtures appliances and quality o construction for the Employee Housing will meet or exceed the specifications used for the Mountain View Phase II Employee Housing project as described in that project's April 20 1998 Project Manual and that the recommendations of Joe Coffey, Town Housing Director, included within Exhibit F of this resolution, will be applied to the Applicant's Employee Housing design submitted with the Final PUD application. INTRODUCED, READ AND ADOPTED on this 20th day of March, 2000 by the Town Council of the Town of Snowmass Village, Colorado on a motion made by Council member seconded by Council member by a vote of_to TOWN OF SNOWMASS VILLAGE T. Michael Manchester, Mayor ATTEST: Trudi Worline, Town Clerk HAShared\Clerk\resoAc\TC 00.06 The Timbers Prelim PUD Draft07 Exhibit A: The Applicant's Development Proposal. Exhibit B: Parking Management Plan. Exhibit C: Construction Management Plan. Exhibit D: Building Height. Exhibit E: Conservation Easement. Exhibit F: Employee Housing Proposal. Exhibit G: TOSV Shuttle Stops and RFTA Pull-outs. Exhibit H: Ski and Pedestrian Trails. Exhibit I: Staff and Consultant Recommendations. Exhibit J: Geotechnical Engineer's Opinion EXHIBIT F. Employee Housing Plan In conjunction with the Final PUD approval, the Town shall approve an employee housing plan that complies with the following core requirements and procedures, as follows: 1 . The Applicant shall submit an application for subdivision approval along with the Final PUD application, the purpose of which will be to subdivide Parcel K into two parcels. Parcel 1 shall contain that portion of the property on which the employee housing will be located on the east side of Faraway Road and Parcel 2 shall contain The Timbers Club which is located on the west side of Faraway Road. 2. The Town Council has determined that the Town will purchase the employee housing as contemplated by the provisions of Section 16A-4-420 (1) b. of the Municipal Code. Prior to the granting of a Final PUD Plan approval, the Applicant and the Town shall enter into a contract for the sale and purchase of the employee housing incorporating the following terms and conditions: a. The Applicant shall construct the employee housing in accordance with the site plan, architectural plans, and specifications which are attached to this Exhibit, all as to be approved with the Final PUD Plan. These plans and specifications require comparable furnishings and detail as exist on the Mountain View Phase 11 employee housing. All such plans and specifications shall be subject to the approval of the Town. b. The Applicant must obtain a building permit and commence construction of the employee housing on or before September 1, 2002. The Applicant shall provide a letter of credit, bond or other monetary security in a form acceptable to the Town as security that the employee housing will be constructed in accordance with approved plans. The amount of such security shall be 115 percent of the construction cost of the employee housing project less the Town purchase price currently estimated to be $855,000.00. c. Closing on the Town purchase of the employee housing shall occur at a mutually agreeable time at Pitkin County Title within 7 days following the issuance of the certificate of occupancy for the employee housing: The purchase price shall be the amount which can be financed by a mortgage revenue bond amortized 20 years and serviced by the available net project operating income. The Applicant and the Town Council have agreed upon the estimated annual budget for the employee housing, including operations, maintenance, and capital reserve needs, as attached to this Exhibit. For the purposes of projecting the net operating income for the project, rent for one and two bedroom apartments shall be equal to the estimated amount of rent that will be charged by the Town for the Mountain View Phase II units at the time of the Final PUD approval, plus ten (10) percent. A final budget and the purchase price shall be agreed upon by the Town and the Applicant prior to Final PUD approval. 3. At the closing, the Town will enter into an employer lease with the Timbers Club at Snowmass Owners Association, Inc. in a format similar to the lease format currently utilized by the Town for an employer lease at the Creekside Project. The lease will be for a 1 year term and will require that qualified employees as defined by the Town Housing Department must occupy all units. The Association shall have the ability to obtain a renewal lease for a maximum cumulative term of 20 years. Each lease shall encompass a maximum 3 one bedroom units and 3 two bedroom units within Building E of the employee housing project. In the event the Association does not enter into a lease for the maximum number of units, upon renewal of the lease, the Association shall have the option to lease the maximum number of units on a space available basis. 4. In the event that the Town and the Applicant do not enter into a contract to purchase the employee housing or the Town does not close on the purchase of the employee housing as contemplated in Paragraph 2 hereof, then the employee housing plan shall be as follows: a. The Applicant will submit a request for subdivision approval along with the Final PUD application, the purpose of which will be to subdivide that portion of the property on which the employee housing is located from the Kiss-and- Ride parcel, which is also located on the east side of Faraway Road and from The Timbers Club parcel with is located on the west side of Faraway Road. b. Upon Final PUD approval, the Applicant shall construct the employee housing in accordance with the site plan, architectural plans, and specifications which are attached with this Exhibit and approved with the Final PUD Plan. c. The Applicant must obtain a building permit and commence construction of the employee housing within two (2) years of the issuance of the first building permit a residential structure for The Timbers Club project. The Applicant shall provide an adequate guarantee in the Development Improvements Agreement that the employee housing will be constructed in accordance with approved plans. The Applicant/Developer shall provide a letter of credit or bond in a form suitable to the Town as security, the amount of which shall be 115 percent of the construction cost of the employee housing project. d. Prior to issuance of a certificate of occupancy for any of the employee housing units, the Applicant shall record a deed restriction to the benefit of the Town which limits the use in perpetuity of each unit within the employee housing project to affordable employee housing, including the rent and occupancy guidelines set forth in this Section. The deed restriction shall be approved by the Town prior to recording. e. The Applicant will retain ownership of the employee housing project, unless conveyance to a third party is approved by the Town. f. The employee housing units will not be condominiumized. But, the employee housing parcel will be a single condominium unit and shall remain part of the Condominium Association. The Association shall, through the Condominium Declaration, retain authority to ensure that the exterior appearance of all structures, improvements, and landscaping of the employee housing project is maintained in suitable condition, regardless of whether the rents collected by the employee housing owner are sufficient to cover the common assessments allocated to the employee housing project. g. There shall be maintained a suitable capital reserve account, which is funded annually by the rents generated by the project. The capital reserve account shall be comparable to the estimated capital reserve budget. h. The Condominium Association shall retain for the life of the project the priority use of three (3) one bedroom units and three (3)two bedroom units within Building E of the employee housing project. The Applicant and the Town shall enter into an agreement at the time of Final PUD approval specifying those units for which The Timbers will be granted priority use. If The Timbers Master Association is unable to place an employee that otherwise qualifies for employee housing under the Town guidelines in units, then the unoccupied unit(s) will be made available to the Town for the purposes of permitting any employee(s) that qualifies under the Town guidelines to occupy the unit(s). The Town shall not lease the priority unit(s) for a period exceeding one year, which in all instances shall terminate on or before October 31st of each year. At the end of the lease period, The Timbers shall regain the priority use of the unit(s) if it can place a qualified employee in the unit. L The Condominium Association shall make the remaining twelve (12) employee housing units available to any employee(s) that qualifies for restricted employee housing under the Town guidelines. The employee housing owner will select occupants from a pool of qualified employees provided by the Town Housing Department or, if there is no pool, then from an advertisement in a newspaper of general circulation in the Snowmass �3 Village area. j. The rents charged by the owner of the employee housing shall initially be equal to the amount of rent that will be charged by the Town for the Mountain View Phase II units at the time of the Final PUD approval. The owner of the employee housing, at its option, may institute annual rent increases in an amount that is comparable to that Consumer Price Index used by the Town to establish employee housing resale prices or an amount comparable to those instituted by the town for Mountain View II annual rent increases or other Town employee housing projects. k. Leases will establish procedures in the event of a violation of the rules and regulations and termination of the lease. The intent shall be to give employees an appropriate opportunity to comply with the rules and regulations before termination of a lease. Leases made available to employees will be for a one year period. I. The owner of the employee housing shall be responsible for leasing, managing, enforcing the rules and regulations of the employee housing project, and providing on-going maintenance for the project, except as otherwise delegated to the Condominium Association. 44 March 8, 2000 Timbers Club TOSV HOUSING OFFICE REQUIREMENTS - per Joe Coffee Stryker/Brown Architects GENERAL APARTMENT RECOMMENDATIONS 1. Soundproof walls and ceilings - do not place a living room in one apartment next to a bedroom in the apartment next door. Include resilient channels. 2. A storage closet for each apartment is a necessity for bicycles, skis, snow tires, etc. Provide light. 3. Phones should be wired to each bedroom and kitchen. 4. Cable TV should be wired to each bedroom and living room. 5. A garbage disposal should be provided for each apartment. 6. Kitchen and vanity cabinets need to be good quality to last in rental apartments. 7. Solid core interior doors require less repair and are more soundproof. 8. Moen or Delta plumbing fixtures are low maintenance fixtures. 9. A good quality smooth finished tub and enclosure will clean much easier than the ones with the textured surfaces. Glass shower doors are not recommended for rental apartments. One-piece tub/shower enclosure. 10. Each bathroom should have an outdoor exhaust fan. 11. A good grade of carpet and vinyl is recommended to last five to ten years. Darker colors will not show dirt as much as the lighter colors. Provide vinyl or the in entryway. 12. Strong closet shelves and clothes rods are recommended over the lightweight wire closet storage systems. Particle Board with steel rod. 13. All interior paint should be latex semi-gloss enamel. 14. Schlage locks are low maintenance. Storage, laundry &front doors to be keyed together. 15. General Electric or Hotpoint appliances are recommended for parts availability. 16. Self-cleaning ovens are a necessity for rental apartments. 17. A washer and dryer closet should be provided for all 1 bdrm. and 2 bdrm. apartments. A side by side standard washer and dryer closet is preferred over a stackable closet system when possible. Rough-in only. 18. A double basin kitchen sink with a sprayer is necessary. 19. Metal window blinds work well in the kitchens and bathrooms. Drapes are lower maintenance window coverings on all other windows. Mini-blinds at all windows & drapes at sliders. 20. Programmable heat thermostats will reduce energy usage. 21. Each kitchen should have a range hood fan with an outdoor exhaust vent. 22. Use light fixtures that require a standard incandescent light bulb. No deco light bars. 23. No flat roofs. Pitch roofs to sides. Provide,/loor drains to daylight in front of Storage units. GENERAL APARTMENT BUILDING AND SITE RECOMMENDATIONS 1. Apartment buildings with one main entrance and enclosed or partially enclosed stairways or walkways will reduce snow removal expenses. No open-board decks. Gutters throughout- with heat tape at North sides. 2. All outdoor stairs and landings should be galvanized steel with serrated edges. Snow collection space below is necessary. 3. Outdoor stairways must be elevated to allow for snow accumulation under the stairs. 4. Covered outdoor stairways are best but are usually expensive for employee housing complexes. 5. Snow storage areas along all walkways is mandatory. Inadequate snow storage will require the snow to be removed twice. Flair out retaining wall at east side for snow storage. 6. The parking lots should be designed for easy snow removal and have plenty of room for snow storage. 7. An enclosed dumpster shed with extra space for recycling containers will be necessary. 8. All building, walkway, and parking lot lights should be wired to a photo-cell switch. 9. One central laundry room currently works well for the existing employee housing complexes. 04 10. The laundry room should have a wash basin, laundry soap machine, soda machine, and a one dollar change machine for the residents. Provide 4 washers, 4 dryers & 8x8 maintenance shop. 11. All buildings will have a backtlow preventers which must be inspected once a year by a qualified inspector. The backflow preventors should be located to provide easy access for inspection and service work. 12. All buildings should have an exterior crawl space entrance. Entering the crawl space through an apartment is not recommended. Domestic water with irrigation controls, cable TV, telephone etc. to be in outdoor,2'x6'min. closet. 13. An irrigation system will be necessary for the new landscaping. 14. Twenty year asphalt shingles or a standing seam metal roof is recommended. 15. Two courses of ice and water shield at the roof eave lines. This will prevent water damage from ice dams. .Single course remaining entire roof. 16. Roofs need to have adequate overhangs to prevent water from running down the siding. 17. Gutters are necessary over all walkways. 18. Attic access will be required. Each bay with attic frrewalls. 19. Hot water circulated heat is recommended for lower utility bill to the residents. 20. The exterior paint scheme should be no more than two colors to reduce future re-painting expenses. ADDITIONAL NOTES: (meeting notes gfJan.26, 00 and other J.Coffee input items are shown in italic) a. central boiler b. Include handicap accessible units- quantity to be determined. c. Provide window coverings. d. Patio doors to decks and balconies. e. Aluminum windows—not white. f. Utility lines to accommodate Parcel N. g. Acrylic latex paint at exterior timbers. h. Bi pass or double hung windows i. Hog wire railings w/slats that partially obscure personal items on the balconies. j. Apartment entry doors to be insulated metal type. k. Metal doors at storage units. 1. Kitchen countertops to have breakfast bars where possible. m. Each unit to have washer/dryer hookups for tenants who bring appliances. n. Bedroom doors to be .solid core. o. Kitchen and bathroom cabinets to solid wood. p. Double kitchen sink w/sprayer and garbage disposal. q. Exhaust vents to exterior. r. Omen or Delta plumbing fixtures. s. GE appliances throughout. Self-cleaning ovens in stoves. t. Sound insulation on both party walls. Resilient clips on ceilings. u. Bi pass or dbl. Hung windows- no.casements. v. Telephone to each Brm. & Kitchen. TV to each Brm. & Living Rm. w. Vinyl& carpet finishes to have 10 yr. Life expectancy. Vinyl at entry door. x. Lighting: Interior light fixtures to be simple surface mounted w/std incandescent bulb. Exterior to be low wattage fluorescent w/low temp. ballast where possible. Exterior light'g to inc. parking lot and walkways on bollards to photocell switch. y. No flat roofs. No roofs.should shed on to balconies or walks. Roof to have adequate overhangs. Gutters discouraged. z. Outdoor stairs& landings are lobe perforated galv. Steel w/serrated edges. ,Stairs to be elevated for snow accumulation below. aa. Each building to have backfow preventer that is easily accessible. bb. 20 yr. Asphalt shingles 'textured'grade o fill ice and water shield w/dbl layer at eaves. cc. Exterior paint scheme to be no more than three different colors for both buildings to reduce future maintenance costs. Exterior wood to be acrylic latex painted. Interior paint to be latex semi-gloss enamel. dd. Irrigation system for exterior landscaping. ee. Synthetic window sills. ff: Architect to verify quantity of dumpster required by San. Dist. gg. Architect to verify quantity Handicap Units required. VL� To: Chris Conrad From: Joe Coffey Date: March 13, 2000 Re: Appliance models for Timbers Employee Housing - Parcel "K" The General Electric models listed below were used for the Mountain View Phase II apartments. The same models should be used for the Parcel "K" apartments. A lesser grade or style of appliance will not be acceptable. General Electric Appliances Refrigerator TBX 14 SAB Dishwasher GSD 2000 Z Range JBP 21 BY Range Hood JV 327 X Disposal GFC 290 Y The coin operated laundry machines used in the Mountain View Phase II laundry room are listed below. Whirlpool Washer Model# WCCB2050T Whirlpool Gas Dryer Model #DCCB330GT The Coin change machine model number is listed below. American Changer- AC 1002 High Security Telephone# 954-772-5363 If any of these models are not available then the appliance that replaced this model should be substituted. Exhibit J Geotechnical Engineer's Opinion. March 9, 2000 NOM: tf+IS WC.&Mbl►o WIT* orfm Snowmass Village .EWA1NB6as Gp1N 01%.1 f Building and Planning Department w0Vtaso " F.4tweir P.O. Box 5010 T Wtr14 I N rWr16 M49614 Snowmass Village, CO 81615 TOWN t,o11NG11. ?AG99T Attention: Mr. Chris Conrad Subject: Clarification of "Hillside" Item 3-c Engineer's Opinion The Timbers Club Snowmass Village, Colorado Job No. GS-2940 Gentlemen: We have been asked by the Town of Snowmass Village attorney, Mr. Steve Conner to clarify the meaning of the word "hillside" used in the first paragraph on page 1 of our February 25, 2000 letter addressing Item 3-c Engineer's Opinion published under our Job No. GS-2940. "Hillside" is the sloped ground surface with an upper boundary that occurs between Faraway Road above Ridge Condominium Building No. 1, the access road to Deerbrook Condominiums and the property on which Deerbrook Condominium is located and a lower boundary of Brush Creek Road. The "hillside" does include the properties on which Ridge Condominium Building No. 1 and the lower Deerbrook Condominium building are located. Very truly yours CTLfT O C. Jo a ing, P.E. B ch Manager M:cd CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER GLENWOOD SPRINGS, COLORADO 81601 ■ (970)945-2809 SNOWMASS VILLAGE TOWN COUNCIL PUBLIC HEARING PUBLIC NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD BEFORE THE SNOWMASS VILLAGE TOWN COUNCIL. THE PUBLIC IS INVITED TO ATTEND AND COMMENT. DATE: 20 March, 2000 TIME: During a meeting, which begins at 4:00 P.M. WHERE: Town Council Chambers 2nd Floor, Snowmass Center 0016 Kearns Road Snowmass Village, CO WHY: To Receive Public Comment on an Amendment to the Town of Snowmass Village Land Use and Development Code. CODE: The proposal would create a new Section 16A-1-55 that would allow for an optional submission of a Pre-Sketch plan prior to the Sketch plan process. INFO: Additional information regarding the proposal is available for inspection at the Snowmass Village Community Development Department or by phone at(970) 923-5524 during normal business hours. Written comments may be submitted up to one week prior to the public hearing to the following address: Snowmass Village Community Development Department P.O. Box 5010 Snowmass Village, CO 81615 Att: Victoria Giannola Re: Conceptual plan Printed in the Snowmass Sun on I March 2000 COUNCIL COMMUNIQUE Meeting Date: 20 March 2000 at 3:15 PM in a Regular Meeting Presented By: Victoria Giannola, Steve Connor Subject: Second Reading of Ordinance No. 09, Series of 2000 - An Ordinance Amending the Provisions of 16A to Create a Pre- Sketch Plan Procedure in the Municipal Codes. Overview: 1.) Town Council has requested that staff develop new Land 1. Background Use and Development Code language for a plan process 2. Issues prior to submission of a Sketch Plan. At the Town Council 3. Alternatives work session of 21 February 2000, Council provided staff with a list of provisions for this process. During the Town Council regular meeting of 6 March 2000, a first reading of the ordinance occurred at which time the Council requested several modifications to the language for clarification of procedure and submittal requirements. 2.) Staff is now referring to this process as a Pre-Sketch Plan. Attached is the revised language of the Pre-Sketch Plan process for second reading. 3.) Staff structured the new Land Use Code language to be both flexible and simple as directed, yet adhere to necessary provisions for a valid plan submission. This new Pre-Sketch Plan process would be inserted as a new Section of the Code labeled Section 16A-1-55. Recommendation: Adoption of Ordinance No. 09, Series of 2000. TOWN OF SNOWMASS VILLAGE TOWN COUNCIL ORDINANCE No. 09 SERIES OF 2000 AN ORDINANCE AMENDING THE PROVISIONS OF 16A TO CREATE A PRE-SKETCH PLAN PROCEDURE IN THE MUNICIPAL CODES. WHEREAS, amendments to Chapter 16A contained in this Ordinance are being processed under the provisions of Section 5-210.C.7 of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council directed the Planning Staff to propose amendments to Chapter 16A of the Municipal Code, and to prepare this Ordinance to formalize the amendments; and WHEREAS, the Town Council referred the amendments to the Planning Commission after first reading for comment; and WHEREAS, the Town Council reviewed the recommendations of the Planning Commission meeting held on April 5, 2000; and WHEREAS, notice of a Public Hearing to be held on March 20, 2000 was published in the Snowmass Sun, in accordance with the provisions of Sections 5-60 B.1. and 5-210 C.6. of Chapter 16A of the Municipal Code; and WHEREAS, Town Council continued the hearing to 17 April 2000. WHEREAS, the Town Council received comment from the public at the Public Hearing held in accordance with the provisions of Section 5-210 C.6. of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council has considered the application, all relevant support materials, the report of the Town Staff, the Planning Commission recommendations, and public testimony given at the Public Hearing; and WHEREAS, the Town Council finds that this Ordinance complies with the provisions of Section 5-210 E. of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council finds that the procedure and requirements set forth in Section 5-210 of Chapter 16A of the Municipal Code have been satisfied; and WHEREAS, as to the provisions of this Ordinance that do not amend Chapter 16A, the Town Council has review the provisions and has received the recommendation of the 73 Ordinance No. 09, Series of 2000 Page 2 Town Staff and comments from the public; and WHEREAS, the Town Council finds that the adoption of this Ordinance is necessary for the immediate preservation of the public health, safety, and welfare. NOW, THEREFORE, BE IT ORDAINED, by the Town Council of the Town of Snowmass Village, as follows: 1. Amendment to Article 1. Section 16A-1-55 General Provisions of the Municipal Code is hereby created, as follows: Sec. 16A-1-55 Pre-Sketch Plan (a) Purpose.The Town Council is authorized to conduct sessions to provide an opportunity for informal discussion among developers, public officials, and the public on various issues relating to the use of land in the Town and the relationship of its use to the overall operation and economic stability of the Town. (1) Allow discussion. The sessions are for the purpose of discussion and education and are not intended to result in any formal action or decision- making. Under no circumstances can the Planning Commission or Town Council be estopped to deny approval of any development proposals, or other matter for which approval is required pursuant to the provisions of this Chapter, because of the participation of members of the Planning Commission and/or Town Council in such sessions. (b) Pre-Sketch Plan review procedure. The Pre-Sketch Plan process is an optional step prior to the submission of a sketch plan. The process is a joint planning effort with the applicant and the Town Council. The Town Council may determine that additional input from the Planning Commission is needed. The Town Council and the Planning Commission's participation in the process is informal and non-binding (1) Steps in the Pre-Sketch Plan process. An applicant may utilize the Pre-Sketch Plan process more than once for a single site proposal. No 074 Ordinance No. 09, Series of 2000 Page 3 prioritizing or entitlements for the proposed project would occur as a result of going through this process. (2) Submission of an application. The applicant shall submit a pre-sketch plan and narrative as an application to the Community Development department at least two weeks prior to a scheduled Town Council meeting. Applications will be scheduled before the Town Council subject to available time during a work session. (i) The applicant shall include in the application the name of all property owners. (ii) The application shall include a plan displaying the existing improvements, as well as the pre-sketch development proposal, for the entire property. (iii) The applicant shall submit a narrative describing the proposed uses and activities. (iv) If the applicant is not the owner of the subject property, then the applicant shall include either evidence that the property is under contract or a letter containing the written consent of the landowner to the submission of the pre-sketch plan application. (v) No public notification is required of the applicant; however, the Town will notice the item in a newspaper of general circulation in the area. (3) Public meeting. A complete copy of the application shall be forwarded to the Town Council. The application shall be scheduled for a public meeting to present the initial proposal to Town Council. Town Council shall schedule the discussion during a Work Session at their discretion. Town Council may determine that the application shall be forwarded to the Planning Commission for their review and comment. (4) Town Council comments. Town Council shall comment on the proposal and such comments shall be reflected in the minutes of the public meeting. Ordinance No. 09, Series of 2000 Page 4 (5) Modified proposals submitted in response to Town comments. Re- submission of proposals shall be scheduled at the next available Town Council Work Session or after two weeks following the Community Development Department's receipt of a revised application, at the discretion of Town Council. Section 16A-2-20. Definitions. The following term shall be included in the Definitions section of the Land Use and Development Code to have the following meaning when used in the Code Pre-Sketch Plan means a narrative and plan proposal submitted to the Town for non-binding comment prior to the submission of a Sketch Plan. 3. Severabilitv. If any provision of this Ordinance or application hereof to any person or circumstance is held invalid, the invalidity shall not affect any other provision or application of this Ordinance which can be given effect without the invalid provision or application, and, to this end, the provisions of this Ordinance are severable. READ, APPROVED AND ADOPTED by the Town Council of the Town of Snowmass Village on First Reading on March 6, 2000 upon a motion by Council Member Hatfield, the second of Council Member Mercatori s, and upon a vote of 4 in favor and 0 against. READ, APPROVED AND ADOPTED by the Town Council of the Town of Snowmass Village on Second Reading on April 17, 2000 upon a motion by Council Member the second of Council Member and upon a vote of_ in favor and_against. TOWN OF SNOWMASS VILLAGE T. Michael Manchester, Mayor ATTEST: Ordinance No. 09, Series of 2000 Page 5 Trudi Worline, Town Clerk 11 TOWN OF SNOWMASS VILLAGE TOWN COUNCIL PUBLIC HEARING WHEN: MONDAY, MARCH 20, 2000 WHERE: SNOWMASS VILLAGE TOWN COUNCIL CHAMBERS 0016 KEARNS ROAD 2ND FLOOR SNOWMASS CENTER BUILDING WHY: TO RECEIVE PUBLIC COMMENT ON: TOWN OF SNOWMASS VILLAGE RESOLUTION NO. 16, SERIES OF 2000, APPROVING A MINOR AMENDMENT TO WOODRUN PLACE, UNIT 34, TO PERMIT AN ENCLOSURE OF A DECK FOR AN INCREASE IN THE FLOOR AREA TIME: AT A MEETING WHICH BEGINS AT 4 : 00 P.M. THE EXACT TIME OF THE HEARING WILL BE DETERMINED BY THE AGENDA. INFO: 923-3777 Trudi Worline, Town Clerk Published in the Snowmass Sun on 03-08-2000 http: //www. tosv.com clerk @tosv.com q78 COUNCIL COMMUNIQUE Meeting Date: 20 March 2000 5:00 PM in a Public Hearing Presented By: Victoria Giannola Subject: Resolution No.16, Series of 2000 — Public Hearing, Woodrun Place Unit 34 Minor PUD Amendment to enclose a deck of 86.4 square feet resulting in an increase in the calculable floor area. Overview: (1) Ordinance 14, Series of 1989, amended the Woodrun Place 1. Background P.U.D. to allowfor an additional 2,000 square feet of 2. Issues calculable floor area in the development for future improvements. Seven units have undertaken improvements 3. Alternatives since 1989 totaling 797 square feet. To date, 1,203 square feet remain of the original total. (2) Ron Chandler, owner of Unit 34, has applied for a Minor Amendment to the Woodrun Place Final Planned Unit Development (PUD) to allow an increase of the calculable floor area for of 86.4 square feet to enclose a deck. Deck areas in the Woodrun Place development are considered common elements of the Woodrun Place Homeowners Association. The applicant has obtained the approval of the Homeowners Association of Woodrun Place. (3) The application was scheduled for a public meeting before the Planning Commission on 15 February 2000 at 4:00 P.M. The Planning Commission prepared a resolution of recommendation of conditional approval for Council use. Recommendation: Conditional approval based upon the three items of conditions as listed below. -1- This approval is for the specific structural improvements depicted in the application. No additional structures may be improved without further amendment approval. -2-The applicant shall apply for and obtain a building permit prior to commencement of work. -3- The applicant shall adhere to the architectural design requests of the Woodrun Place Homeowners Association to leave the deck railing in tack and to inset the wall enclosure back by six inches. -4- The owner shall formalize an agreement with the Woodrun Place Homeowners Association to allow for the enclosure of the deck area. �v v TOWN COUNCIL STAFF REPORT MEETING DATE: 20 March 2000 STAFFF REPORT BY: Victoria Giannola SUBJECT: Resolution No.16, Series of 2000 — Public Hearing, Woodrun Place Unit 34 Minor PUD Amendment to enclose a deck of 86.4 square feet resulting in an increase in the calculable floor area. OVERVIEW: Ron Chandler has applied for a Minor Amendment to the Woodrun Place Final Planned Unit Development (PUD) to allow an increase of the calculable floor area for Unit 34 of 86.4 square feet. Deck areas in the Woodrun Place development are considered common elements of the Woodrun Place Homeowners Association. The applicant proposes to enclose a deck, in addition to removing the internal stair thereby utilizing the stair opening, as additional calculable floor area. See Figural, Application Submission. Public Noticing: There are no public noticing requirements per the Town of Snowmass Village Land Use and Development Code for the public meeting before the Planning Commission. However, public notice was posted in the Snowmass Sun on 9 February 2000 for the Planning Commission public meeting. Public noticing is required for the Public Hearing before the Town Council. As such, public notice was posted in the Snowmass Sun on 9 February 2000 for the Council hearing. The has been no public objections to this proposal. See Figure 2, Snowmass Village Town Council Public Hearing, Posting of Property, and Letter of public notice, and Figure 5, Letters from the public. HISTORY: Ordinance 14, Series of 1989, amended the Woodrun Place P.U.D. to allow for an additional 2,000 square feet of calculable floor area in the development for future improvements. To date, 1,203 square feet remain of the original total. Seven units have undertaken improvements since 1989 totaling 797 square feet. In addition, one lobby expansion has occurred which is not a part of the 2,000 square foot allotment. See Figure 3, Ordinance 14, Series of 1989 Town of Snowmass Village, and Figure 4, Planning Department calculation sheet. Code Section: Section 16A-5-390 of the Snowmass Village Municipal Code allows for minor amendments to PUDs if the application meets all of the following procedures and standards: 1. Pro-application Conference: The applicant's consultant attended a mandatory pre- application conference on 18 January 2000. 2. Submission of Application: The applicant submitted a complete application on 2 February 2000. sr 3. Staff Review: The staff of the Planning Division completed its review on 9 February 2000. 4. Action by Planning Commission: The application was scheduled for a public meeting before the Planning Commission on 15 February 2000 at 4:00 P.M. The Planning Commission received a copy of the application and the staff review, and prepared a resolution of recommendation of conditional approval. See Figure 6, Snowmass Village Planning Commission Resolution No. 03, Series of 2000. 6. Public Hearing: A public hearing before the Town Council has been scheduled for 20 March 2000 after 5:00 P.M. for final action. 6. Recording of an Amended Plan: The applicant will be required to file the amended plan and documentation for recording pending Town Council rendering a favorable decision on the application. 7. Review Standards: a. Consistent with the Original PUD: The proposed amendment is consistent with the original PUD. The proposal to enclose the deck is consistent with the prior submissions for other units within the Woodrun Place development to increase calculable floor area within the confines of the allotted 2,000 square feet to allow such improvements. b. No substantially Adverse Impact: The proposed amendment will not have a substantially adverse effect on the neighborhood surrounding the land where the amendment is proposed, or a substantially adverse impact on the enjoyment of land abutting on, or across the street from, the subject property. Because the existing deck is covered at the present time by a roof, and because the applicant has agreed to abide by the Woodrun Place Homeowners Association's design criteria, the enclosure of this deck area will not result in a substantial change to the appearance of the fagade. C. No Change in Character: The proposed amendment will not change the basic character of the PUD or surrounding areas. The proposed enclosure of the deck will be undertaken with material that is consistent with the original architectural style of Woodrun Place. In addition, the applicant has obtained the approval of the Homeowners Association of Woodrun Place. d. Comply with Other Applicable Standards: The proposed application submittal complies with all of the standards as contained within Section 16A-5-390. STEP 1: The Planning Commission made a recommendation through Resolution 03 to the Town Council of conditional approval. STEP 2: Town Council shall render a final decision through resolution based upon the recommendation of the Planning Commission, a review of the staff report, and application submittal. STAFF RECOMMENDATION: The Planning Division of the Community Development Department recommends that the Town Council put forth a recommendation of conditional approval based upon the three items of conditions as listed below. 1. This approval is for the specific structural improvements depicted in Exhibit A only. No additional structures may be improved without further amendment approval. 2. The applicant shall apply for and obtain a building permit prior to commencement of work. 3. The applicant shall adhere to the architectural design requests of the Woodrun Place Homeowners Association to leave the deck railing in tack and to inset the wall enclosure back by six inches. 4. The owner shall formalize the lease of the deck area from the Woodrun Place Homeowners Association. $ 3 FIGURE 1 January 31, 2000 Dave Ellis Town of Snowmass Village P.O. Box 5010 Snowmass Village, CO 81615 Dear Dave Ellis; I have authorized T. Michael Manchester & Associates to pursue an amendment of the final P.U.D. for my property at Woodrun Place Unit 34. The purpose of the proposed amendment is to allow the enclosure of deck space and the conversion of a stair opening to floor. Sincerel 'Ronald D Chandler, Trustee of the Ronald D Chandler Declaration of Trust, dated 7-1-87 FIGURE 1 P.O.Box 6027 WoWrun Place Snowmass Village,CO 81615 (970)923—5392 phone Association (970)923-5426 January$8,2000 T. Michael Manchester&Associates P.O. Box 6573 25 Lower Bridge Road Snowmass Village, CO 81615 Dear Mr. Manchester. Your firm is hereby authorized to pursue an amendment to the PUD on behalf of the Woodrun Place Condominium Association and Mr. Ron Chandler to extend his unit into the limited common area of the upstairs balcony. Sincerely, Michael R. George 0 Manager cc: Jeff Hall Woodrun Place Board of Directors seS FIGURE 1 TOWN OF SNOWMASS VILLAGE PUD MODIFICATION APPLICATION PLANNED UNIT DEVELOPMENT (PUD) MODIFICATION IS AN ADJUSTMENT. RELCASE, OR REMOVAL OF CERTAIN PROVISIONS OF A FINAL PUD PLAN OR SPECIALLY PLANNED AREA PLAN. A MODIFICATION OF FLOOR AREA, HEIGHT, REQUIRED PARKING SPACE, SETBACK REQUIREMENTS AND OTHER MINOR ADJUSTMENTS MAY BE PERMITTED IN ACCORDANCE WITH THE REVIEW PROCEDURES OF THE SNOWMASS VILLAGE MUNICIPAL CODE (THE "CODE"). ANY OWNER WITHIN AN APPROVED PUD OR SPA MAY..APPLY TO THE TOWN FOR MODIFICATION. RELEASE OR REMOVAL OF THE PROVISIONS OF SUCH PLAN AS APPLIED TO THE APPLICANT'S PROPERTY. IF THE PROPOSAL CONSISTS OF MODIFICATION,RELEASE OR REMOVAL OF ZONING LAWS WITH RESPECT TO SINGLC-FAMILY AND DUPLEX RESIDENCES WHICH WERE GRANTED AS PART OF A PUD OR SPA PLAN, SUCH REQUEST SHALL BE PROCESSED IN A MANNER OF A VARIANCE,AS DESCRIBED IN SECTION 16 OF THE CODE. ' " GENERAL DATA REQUIREMENTS ate:p7_+ d I� 200rJ Name of Owner: WOX-�,DR UN p� N7ME OW N09-PS iGSSCL-, . Address:PD.gyp}( 7 ' e \)(-A) Phone: C12_7- lj?�. q`L Name of Applicant(if different than owner): �pN Gl�h%Of.e/� 4 'r M1C4AACL-MA Address: 'RO, pie X &5.73 5KNp MfiF�i V' Phone: C1 2' I I Address/Location of Property: 4,'26 WCt")•p CL p SNDI,U MAS5 V LGg U I )I'r 3 W t7007�V N EXISTING CONDITION INFORMATION Original PUD Approval D e: ' Present Zoning( Lot Area(so.ft.): Building Setbacks Allowable Floor Area Ratio per Zoning or PLC Plan: 20?9 1-;r Square Footage of All Areas Calculated as Floor Area by LU_C: Square Footage of Exempted Area . Existing Building Height: J of Parking Spaces and/or Parking Space/Bedroom Ratio: Percent Open Space: PROPOSAL DATA Zoning(if requesting changes): UA Proposed Building Setbacks: Proposed Floor Area Ratio: - Proposed Total Square Footage of Improvements: '; Proposed Square Footage of Exempted Areas: A Proposed Building Height: . Proposed# of Parking Spaces and/or Parking Space/Bedroom Ratio: - Proposed Percent Open Space: �� PAGE ,� v 4i /-' I FIGURE 1 . en- ENERAL DESCRIPTION OF PROPOSED DIODIFICATION(S): T'ji� Pf�o�os�o MOpit- iG.�TlONS lK1Gi,Up� E�'.1GLOSIN�'�� _�C(SYINC� t��Gi�, WFiIGI�}' is LiM1T�D Cp/VIMON A2a✓A AND THE REMC G of A S7,zi1z 7HL),3 1NG1 A�✓l1�Yai. THE i%cciao 4t P Fay INeil.i.INGI '-Me STAIR OF'�NIN SUBMISSION DATA REQUIREMENTS `1 1. Completed application, including statements of consistency with the applicable review standards. ✓ 2. Base Application Fee (see Fee Schedule). The base fee is the minimum fee for the type of review. The actual fee will be computed by the Planning Department based upon a staff hourly rate determined by the Town Planner to be an estimate of the fully allocated hourly cost of review of the application by the Town staff, plus the actual costs incurred by the Town in employing consultants, including attorneys & engineers performing services for the Town directly related to the application. The applicant shall reimburse the Town for such amounts in excess of the base fee as determined by the Town Planner. Snowmass Village Municipal Code, Section 16-1. p s6(i'C�.ct' I— Z3. Certificate of title and letter of consent from the owners in fee simple of the property to be revealed. O1 Affidavit of mailing and posting, copy of information mailed and the names and addresses of the owners to whom said information was mailed. /t 5. 'Improvement Survey prepared by a licensed surveyor within the last two years. 6. Site plan, including existing features. contours at 2' intervals. existing improvements, setbacks, building 77 envelopes,property lines. general location of vegetation. 7. Development plan including proposed improvements, access, parking, landscaping, property lines, walkways, etc. V 8. Building and floor plans, sections,elevations, and roof plan. '09 Verification that the proposed improvements are not in primary constraint areas. ADDITIONAL INFORMATION MAY BE REQUESTED BY THE PLANNING DEPARTMENT TO MAKE A FAIR AND WELL INFORMED DECISION. NO APPLICATION WILL BE PROCESSED UNTIL ALL REQUIRED INFORMATION IS PROVIDED. �� PAGE? FIGURE 1 ' KiablooniK' `. is Snow nass Condominiums. • k, `.. A Top of the Village i Latehouse•�' tR ' Conclommmms . ,.3 Top of the Village 3l..•_ Lmgerhne :t LOnd OT, iu n and Lodge - r Int if e { � 1 Cod mmms T 1 Laur rl r 1 eCon s '3,'� Q# 5 'S mass fleal'EState on nhoulsys=> C rid ums t t„°7";- " s, y sa Company v a of s'I^ s W Idwy A z _ £.r Woodrun VTOwnnomes _ xL.•Getks)de 4y Fhases I&II "ecn nom- M untam ` foMl Pok r 3 ca Ch let -i e > m.. ✓ _ .n } y i, 'Shado rpokCente m}y Mo otai t. " �✓.p( r�y ` 'Condom iums_. ' tT rraSen ' ` newt= " l w Wogdrun iSto bridge'' N/oodrun V Con omm ums a Sarrmgeway $t,;,.rs 1WoodrunV -Tosvnhomes lovJer palisad"'. Homes gt,ase ul _ _ . . = r.- Cresrvocd Lich nheartk� Chamonsa Condom n ums " Con ommlmns S <,a at.Voodrun ? {p 1 sM1Pxni - r! skin C A amarack f The End, lwris w naoe TOwnnouses - v c a .g xr rr ,k u � YiOage � r } Y $nllwmirl AlOnt Snn. 4 MMw�Clinu sank _'•H �a1@ju . Parking , To.nnook t. Townnomes sno.m xtenar r�+A, n`6 The Ridge_. ¢3 Condominiums Parking od u _ �rro ,^ R a'S f.. 1 `Woodbridge Condominiums. - - . o _ :a sj Sno umdss Mountain ' To dwl0ke'+AC Condominiums Mkid.Runcn swwnu,club Count,Clue TewnnwnW;ip, Seasons Four sndena,R.n.n To Condominiums - av111TM.. sn...n w1o, Amafrt:SVn:la.—k. lwo Cree4 ..nene.d O son.+.o.b.,L...Cxn, nv ones one a.nm OM Cree[Townnemef nour.A.." e.Run iW1.1een VIC.1QN!"t'� Mfg V ]CvJ� IG RE. 1 Town of Snowmass Village Building Department P.O. Box 5010 Snowmass Village, CO 81615 (970) 923-5524 Date L!r Received of Knr nl C_ h ti. A low- Check No. $ 0520 Plan Check Fee $ Clean Up Deposit Building Permit _ Occupancy Assess. Electrical Permit Contractor License Plumbing Permit Invoice No. Mechanical Permit Appeal Fee Fire Protect Permit Other Excavate Permit Planning Sign Permit � Owner Location Address Valuation $ Permit No. 14121 BASLLT PRIMING �y.���ny Rel.NO'.G01961%92 �9 Adjacent Property Owners Mailing List Larry Dempsey The Crestwood P.O. Box 5460 Snowmass Village, CO 81615 Homeowners Assoc Chamonix P.O. Box 6286 Snowmass Village, CO 81615 Doug Mackenzie Aspen Skiing Company P.O. Box 1248 Aspen, CO 81612 Woodrun Five Homeowners Assoc P.O. Box 6148 Snowmass Village, CO 81615 Mike George Woodrun Place Homeowners Assoc P.O. Box 6077 Snowmass Village, CO 81615 IV FIGURE 1 February 1, 2000 fJ TAO _ �. e purpose of a proposed en ment to the final P.U.D. is to allow the enclosing of an existing exterior deck, and the increase of floor area by removing a internal stair and in-filling the stair opening. We are designing and completing the work in accordance with the review standards set fprth in Section 16a-5-390. P. The variance or modification is consistent with the efficient development and preservation of "e goals, objectives and standards of the particular cone district or planned unit development plan. The original PUD was modified in 1989. This modification set up a floor area pool of 2000 square feet for which the Homeo wners Association could use to rectify some specific design problems that were discovered after the building was built. Most of these areas have been addressed and there is 1203 square feet remaining of this floor area pool. There have been several other units not listed in the original amendment that have completed remodels and I some ef tha�o areajust as we are proposing. a2. The variance or modification will not affect, in any substantially adverse manner, either the oyment of land abutting upon or across the street f•om the property in question, or the public interest. The remodel of the exterior of this unit will not affect the footprint of the existing building. The proposed deck enclosure is on the second floor and is covered by an ex ttng to f. The,.Reneral appearance of facade will be maintained. 0The variance or moth+ ation, if granted, will not alter the essential character of the locality. �/' The remodel of the exterior of this unit will be done in a manner that uses elements of the existing "Architecture" to complete in a manner consistent with the character of the building. The Home Owners Association has approved the design being presented. We are maintaining the railing, beams, materials, and colors of the existing structure. 91 FIGURE 1 �{ 7he reasons given for the variance or modification request by the applicant are unique to the vapplicants property and do not generally exist for other properties in the general area. The remodel of the existing interior space and the addition of floor area will remedy the current circulation path problem. The only current access to the upper bedroom is up the stairs which are accessed through the kitchen or through an adjoining bedroom and bath. UThe variance or modification, if approved, will not impair an adequate supply of light or air to adjacent property, or increase the danger offre or otherwise endanger public safety, or substantially diminish or impair property values within the neighborhood. The remodel will not affect the supply of light, air, or access to the property or any adjacent property. PA 6 The modification, if approved, will not increase any of the maximum limits or decrease any of the minimum limits established is section 16-175 of the Chapter. No. N J{, 7. A variance or modification shall not be granted to permit retaining walls, entrance columns, driveway lights,parking platforms, guardrails, minor street address identification signs, and other minor structures in a required setback and within ten (10)feet of a public road unless it is found that their installation will not hinder road maintenance and snowplowing operations and the owner indemnifies the Town against and damage that may occur to said structures. None of the above structures are apart of this application. N f�8. No variance or modification will be approved that permits the construction of enlargement of and building, or decks and related structures, in a primary constraint area as provided in Article X of this Chapter, or for any use prohibited in the Z-one district offinal planned unit development plan in which the use is located. d 74 The building is not in a primary constraint area. WA 9. No variance or modification will be approved unless it is found that there are hardships, difficulties, or exceptional conditions that render the strict application of the requirements of this Chapter or the final planned unit development plan unreasonable. The original PUD was modified. QA 10. No variance or modification will be approved unless it is found that the alleged difficulty, hardship of exceptional condition was not created by an intentional action of any person presently having an interest in the property. The current Iowner was not responsible for any previous remodels to the unit. CIA FIGURE 1 Box 6077,$nowmass Village,CO 81615 (970)923.3232,Ext.Phone • '_ (970)948-6414 Cell (970)923.5741 Fax CO pany m-9eo rgeQsnowmasslodging_C2 Fax To Ron Chandler From: Mike George 4' Fax: 310-541-5176 Pages: One Phone: (Click here and type phone number] Date: 1/18/00 Re: Woodrun Place 34 Modification Proposal cc: Kevin Heath 923-4414 ❑ Urgent ❑ For Review ❑ Please comment ❑Please Reply ❑ Please Recycle Please consider this fax as confirmation that the Woodrun Place Board of [!rectors approved the proposal of Mr. Ron Chandler to expand his unit to incorporate the second floor balcony into the airspace of unit#34 at its telephone conference on January 17,2000. Two conditions that the Board placed upon this approval are that the exterior balcony be maintained outside of the new exterior wall and that a second window be included in the sec and floor elevation, so that the exterior appearance of this building wall with two windows will have the same appearance as before the expansion. The Board recognized that the sliding doorwall in the sect nd floor will have to be replaced with a single,large window. �3 g 7 Page: FIGURE 1 CERTIFICATE OF TRUST EXISTENCE AND AUTHORITY The undersigned, Ronald D. Chandler, is the Trustor of the Ronald D. Chandler Declaration of Trust dated May 7, 1997. The Trustee is Ronald D. Chandler. Upon the death, resignation, inability or refusal of the original Trustee to serve,Robyn L. Chandler is named as Successor Trustee. Upon the death, resignation, inability or refusal to act of Robyn L. Chandler, J. Timothy Kennoy is named as Successor Trustee. Upon the death, resignation, inability or refusal to act of J. Timothy Kennoy, Edwin W. Schneider is named as Successor Trustee. The Article in the Trust entitled POWERS OF TRUSTEE grants to the Trustee the power to sell (for cash or on deferred payments), convey, grant options to purchase, exchange or lease any of the assets of the trust estate upon such temts and conditions and for such considerations as the Trustee deems advisable. The Trustee further has the right to borrow money, encumber and hypothecate trust assets and to invest and reinvest all funds from time to time available for investment or reinvestment in any kinds of property, real or personal, including stocks (either outright or on margin), bonds, interest in any amount in common trust shares, mortgages, and such other property as the Trustee shall deem proper. The Trustee is authorized to open any number of bank, savings and brokerage accounts for the Trust Estate in such manner that funds may be withdrawn from any such account upon the signature of the Trustee or any person designated in writing by the Trustee. The signature of the Trustee or any such person designated by the Trustee shall be sufficient to endorse any check or other payment which may be received for the account of the Trust, and such endorsement shall be a sufficient receipt to the person giving such check or payment to the Trust. The Trustee is authorized to open a safe deposit box or boxes for the use of the Trustee in such a manner that the Trustee or any person designated by the Trustee in writing acting alone may have access to such safe deposit box or boxes. This Certificate is made by the Trustor and Trustee in order to certify that as of the date of this Certificate, the Trust is in existence and that the Trustee has broad powers under the Revocable Living Trust. This Certificate shall affirm that the Trustee is acting as a qualified Trustee, and shall be sufficient on its face. No person shall be put to any further inquiry concerning the right of the Trustee to so act. Photocopies of the original Certificate shall be deemed to be an original counterpart of this Certificate. Dated: May 7, 1997 Ronald D. Chandler, Trustor and Trustee STATE OF CALIFORNIA ) COUNTY OF ORANGE ) On May 7, 1997, before me, the undersigned, Notary Public, personally appeared Ronald D_ Chandler, personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person or the entity upon behalf of which the person acted, executed the instrument. Witness my hand and official seal. - DONNATOWON PUNIM v COMM.q 1102550 a � No ws w< O�rICOUNTY Signature of Notary rMtam�ep.arCtm Ve,:K TO SE GoN To L-Ilj I (A SPA soo FC C)(ISTI NG STAIR F i opFpa1NCy To SE wa H � x � X ' W � 6V8 PATIO BUILDING 5EGTION 1/4' = V-0' ♦11TY��!11 W 11 1 •• w s� BVRM 1 O sue► 2 ® 202 EXTERIOR LK DECK L) - - - E H W W fx H a X COHMON ERM HALL W W w RA '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E%E OF 5LA8 EXISTING ENTRY LEVEL PLAN 1/4' = P-0' MAINTAIN FIRE SEPARATION NEW FLOOR AREA REQUIREMENTS 13ETYEEN UNITS 20.4 SQUARE FEET RE-ROUTE BATH VENT — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — O � � NEW T.V. :7T — —O BA H w LINE OF EXI5TIN6 WALL BDRM I O O NEW FLOOR AREA X H 200 66 SQUARE FEET ww NEW BORM ENTRY EXI5TIN6 RAIL GOMdON ENTRY HAIL A NE Pq kLL - - - - - - - - - - - - - - - - - - - - - - - - - - - LOGKABLE 5TORA6E PROP05ED ENTRY LEVEL PLAN 1/4" = 11-01 I I ,( > ►, mL UNIT 34 e ROOF I - i VERTICAL WALL i I ROOF I I I I I I f I I I I — I I a I I H I a � v( w I 1 L-1 1 I L - I I I I I I EXI5TING ELEVATION 1/4' ,e�3 _fie ' s R °.��• �� F UNIT 34 i ROOF I I VEMnL wnLL I 1 { I ► `s ROOF r: is 1 f I i 1 a { K4 r F I ' 1 Is I 1 ; I: { I 1 < I I I I PROP05ED ELEVATION 1/43 = P-0' FIGURE 2 SNOWMASS VILLAGE TOWN COUNCIL PUBLIC HEARING PUBLIC NOTICE IS HEREBY GIVEN THAT A PUBLIC HEARING WILL BE HELD BEFORE THE SNOWMASS VILLAGE TOWN COUNCIL. THE PUBLIC IS INVITED TO ATTEND AND COMMENT. DATE: 20 March, 2000 TM E: During a meeting, which begins at 5:00 P.M. WHERE: Town Council Chambers 2°d Floor, Snowmass Center 0016 Kearns Road Snowmass Village, CO WHY: To Receive Public Comment on an application by Ronald Chandler for a Planned Unit Development Amendment for Unit 34 of Woodrun Place, to allow an enclosure of a deck totaling 86.4 square feet. CODE: The application will be processed as a Minor Amendment to a Final Planned Unit Development pursuant to Section 16A-5-390 of the Town of Snowmass Village Land Use and Development Code. INFO: Additional information regarding the proposal is available for inspection at the Snowmass Village Community Development Department or by phone at (970) 923-5524 during normal business hours. Written comments may be submitted up to one week prior to the public hearing to the following address: Snowmass Village Community Development Department P.O. Box 5010 Snowmass Village, CO 81615 Att: Dean Stahman Re: Unit 34 Woodrun Place M'mor PUD Amendment A public meeting will be held first before the Planning Commission for which public notice will be issued. Printed in the Snowmass Sun on February 9, 2000 C16 FIGURE 2 February 1, 2000 Larry Dempsey The Crestwood P.O. Box 5460 Snowmass Village, CO 81615 Dear Mr Dempsey; Public notice is hereby given that a public hearing will be held before the Planning Hearing Officer of Snowmass Village on February 16', 2000 in a meeting beginning at 330 pm. The meeting will be held in the Planning department conference room, located on the second floor of the Snowmass Center addition. There will be another meeting to be held in front of the town council on March 20", 2000. The meeting will be held in the Planning department conference room, located on the second floor of the Snowmass Center addition. The purpose of the hearings will be to receive public comment on the application of Ron Chandler for unit 434 in Woodrun Place in accordance to section 16A-5-390 of the land use code. The purpose of the proposed amendment to the final P.U.D. is to allow the enclosing of an existing exterior deck. and the increase of floor area by removing a internal stair and infilling the stair opening. If there are any questions please contact the Building and Planning Department at(970) 923-5524 Sincerely Kevin Heath T. Michael Manchester& Associates 17 FIGURE 2 �as-R Ar L04:70 uN F::Clv. u 16 FIGURE 5 rtr�e� cmestwooa A CONDOMINIUM HOTEL February 21, 2000 Town Council Town of Snowmass Village P. 0. Box 5010 Snowmass Village, CO 81615 Gentlemen, Regarding the application of Ron Chandler for Unit #34 in Woodrun Place to enclose an existing exterior deck and remove an interior stairwell as proposed in plans sent to us with a letter from the office of T. Michael Manchester & Associates dated February 7, 2000, the Crestwood Condominium Association has no objection. Sincerely, Zvi Larry/ empsey, kinmrAssociation,esident Crest 00d Cond Inc. cc : Kevin Heath Ron Chandler Box 5460.400 Snowmass Village,Colorado 81615 970/923.2450•Fax 970 51cw®rof.net•http://www.thecrestwood.com FIGURE 5 WOODRUN V TOWNHOMES CORPORATION P. O. Box 6148 Snowmass Village, CO 81615 February 21, 2000 Snowmass Village Community Development Department P.O. Box 5010 Snowmass Village, CO. 81615 Atten: Dean Stahman RE: Unit#34 Woodrun Place Minor PUD Amendment This is to notify you that Woodrun V Townhouses has reveiwed the plans submitted by T. Michael Manchester&Associates in association with this amendment process. Woodrun V has no objection to the work being presented in this application from Ron Chandler. Truly, Wa a Floyd Association Mgr. Wfls cc: T. Michael Manchester Ron Chandler /00 970-923-5021 FIGURE 5 IRECEIVED MAR 0 A 2000 Snowmass Village • Building � Aamoni Planning � March 4, 2000 T. Michael Manchester& Associates, Inc. Box 6573 25 Lower Woodbridge Road Snowmass Village, CO 81615 Re: Woodrun Place 434 Remodel Dear Mr. Heath: Please be advised that the Chamonix Homeowners Association has no objections to the remodel proposed by the owner for Woodrun Place #34 and described by you in your letter of February 2000. Sincerely, "�4 � Andy Cole, President Chamonix Homeowners Association P.O. Box 6286 • Snow eVill e, Colorado 81615 • (303) 923-5543 FIGURE 3 Y TOWN OF SNOWMASS VILLAGE TOWN COUNCIL ORDINANCE NO. 14 SERIES OF 1989 AN ORDINANCE APPROVING AN AMENDMENT TO THE WOODRUN UNIT V PLANNED UNIT DEVELOPMENT _FOR THE PURPOSE OF ALLOWING=ADDITIONAL ,SQUARE FOOTAGE .IN WOODRUN PLACE` WHEREAS, the Woodrun Place Condominium Association, (Applicant) has submitted a request to amend the Woodrun Unit V Planned Unit Development to increase the allowable floor area in order to permit the enclosure of existing deck areas on Units 48 , 49 and 52, to expand the existing lobby and to permit the enclosure and use of other minor areas within the project; and WHERE.'�S, the application to amend the PUD was submitted =n accordance wit: Section. 10. 050.8. 10 of the Town of Snowmass V`_'_-lace Land Use Code; and W?:E3EAS, the Planning Commission of the Town of Snowmass Vil'_age has reviewed the application and recommended approval subject to conditions; and WHE_MAS , the Town Council has heard a resentation by the A:_ icar.t and the recce-dat_cn of the Torn star; and Wr:EL,S , acccr^=nce with pot.. O'ritter and ^.:.dished rctice, a public 'rearinc was held before the Town Council on vu_!! 3 , 1989 to receive public ccmment on the Apnl_can.:' s rec•_est. :+C'Q, T:_..-_ BE I. OROA_`NED '^_. tae _own Counc'_1 of the Town of Snow--ass 'pillage, Colorado: Section One: Fin__m= _. .he apcl±cation was submitted in accordance : ith the rovisions and requirements of the Town of Snowmass V_llace Land Use Code. 2. The architect of Wocdrun place hz:; ac1-now_edged a design error with the three units in cP ion. The lavoat of the units is not typical of W.-:d=un Place. The _.Iv_ng room layout, partially due to . ts size, creates safety prc'-.:ems due to the necessary close prcxia�� of furniture to the fare place Finally, althoi. :h. not a major concern, the layout has created marketing problems for the threw units. /OZ ' FIGURE 3 Ord. No. 14 , 1989 Page Two 3 . That the proposed additions are minor in nature and should not alter the Planned Unit Development as originally approved by the Town Council. the side of the building on which the three deck enclosures is located in not as visually intrusive as other sides of Woodrun Place. Further, the side on which the proposed deck enclosures is located is not a monolithic as other sides of Woodrun Place. 4 . Although comments were submitted at the Public Hearing by individuals of the Woodrun V Townhomes, there were no objections to the proposal. 5. The Town Council is very concerned about the enclosure of deck on Wcodrun Place. Given the above findings, the impacts on the building design should be marginal. The Town Council finds that the articulation is vital on the remainder of the building and, therefore, it discourages any further deck enclosures. 6. The development =rcncsal submitted by the applicant is consistent with the provisions of to Town of Snowmass Village .Master Plan. - 7. The ^r pcsal as submit is not design ed to beref_ a sin c'a V owner as much as it is to resolve existing proble=s. 8 . The prcpcs:l does not affect in a substantially adverse manner the public interest c the enjoyment of land ab: :t:n g the property. Section T:.c: Act'_cn The Town Council hereby approves the an amendment to the Woodrum Unit V Planned Unit Development to increase the floor area for Woodrun Place to .permit the enclosure of existing deck areas in Units 48 , 49 and 52, as shown on the attached exhibit, and to expand the existing lobby area and permit minor enclosures and use of space subject to the following conditions. section Three: Conditions 1. Each individual deck enclosure shall not exceed 74 square feet in size. 2 . Each unit on which a deck is enclosed shall maintain some c_en deck area. \ 3 . Large slic__.: windows shall be install in the area 103 FIGURE 3 Ord. No. 14, 1S•89 Page Three affected by the enclosure. 4 . The existing lobby area may be expanded. However, the expansion shall not alter the existing building footprint. S. Minor enclosures may be made within the building in order to make certain- spaces usable. The enclosures shall not be permitted for the purposes of enclosing decks, other than the three permitted above, any exterior area or any other portion of the building that is a2 necessary part of the building articulation. Finally, no such enclosure shall increase the existing building footprint. The enclosures shall not be undertaker, for the purposes of adding additional bedrooms, bat=ooms or kitchens. Said enclosures shall not exceed a total of 2, 000 square feet. 6. in any i.^.stance where_ additional square footage is added to the building, materials and colors similar to those which new exist on the building shall be used. IN=GDGC D, LAD AND ADOP'-D on fi=st reading by the Town Council of the Town of Sncwmass Village, Colorado on the 17th day of July, :969 bV a vote of t0 0 IV: ODtCID, . . AD AND ADOPT= on second reading by the Town Cc,-,ncil of the Town of Sncwmass V_'_laga, Colorado on the 7th day of August, 19a9 by a vote of 7 to 0 TOirti' OF NOSv zS VTI.iAGE, COLORADO Jamey Hooke_ , maycr Pro Tem A=.._ST; Aber ha:.-:n, Town Clerk ` FIGURE 4 JOB e'-- 1-4 =5 e ia.r )-io / f 89 TOWN OF SNOWMASS VILLAGE SHEET Hd�OaIVC r' 14 �lu ce of BUILDING & PLANNING DEPARTMENT P.O. Box 5010 • 0016 Kearns Road CALCULATED BY DATE SNOWMASS VILLAGE, COLORADO 81615 (970) 923.5524 • FAX (970) 923-1861 SCALE D BY !/�t DATE SCALE f /9 8 p,• vn a, (os s��aeckJ c� 57 e52/ lo$ (cleok� q�::14z P 30 rvl�S/�tS 3Q7S S� C�Jee / ¢¢ ��Ss�• tea' 4{-0177 371 -C nt41 K C'�-z 3 Sf ,Lobby ek�.r� �.�Gy�.d S�4o 10 _ FIGURE 6 SNOWMASS VILLAGE PLANNING COMMISSION RESOLUTION NO. 03 SERIES OF 2000 A RESOLUTION APPROVING AN INCREASE IN THE FLOOR AREA FOR LOT 34, WOODRUN PLACE TO PERMIT THE ENCLOSURE OF A DECK THAT IS A COMMON ELEMENT OF THE WOODRUN PLACE HOMEOWNERS ASSOCIATION. WHEREAS, Ron Chandler, owner of Lot 34, Woodrun Place, has applied for a Minor Planned Unit Development Amendment to permit enclosure of a deck and removal of an internal stairway, as shown on Exhibit A; and WHEREAS, a public meeting was held before the Planning Commission on February 16`h, 2000 to receive public comment; and WHEREAS, said Minor Amendment to a Final PUD request was considered by the Planning Commission pursuant to Section 16A-5-390 of the Town of Snowmass Village Municipal Code ("Municipal Code"); and WHEREAS, the Planning Commission has reviewed the application and heard the recommendations of the Town Staff. NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the Town of Snowmass Village, Colorado: Section One: Findings 1. The applicant has submitted sufficient information pursuant to Section 16A-5- 390 of the Municipal Code to permit the Town Staff and the Planning Commission an adequate review of the proposed deck enclosure and resultant increase in the calculable Floor Area. 2. All public notification requirements, as specified within Section 16A-5-60(b) of the Municipal Code, have been satisfied. 3. The proposed amendment has been found to be consistent with the original PUD. 4. The proposal will not change the basic character of the PUD or the surrounding area. FIGURE 6 PC Reso. 00-03 Page 2 5. The proposal will not have a substantially adverse effect on the neighborhood surrounding the land where the amendment is proposed, or have a substantially adverse impact on the enjoyment of land abutting on, or across the street from, the subject property. 6. The proposal is in harmony with the purposes and intent of the Town of Snowiness Village Land Use and Development Code and the intent of the underlying zone district. 7. Subject to the conditions specified below, the application is consistent with the applicable review standards specified within Section 16A-5-390 of the Code. Section Two: Action. The Planning Commission hereby approves the amendment request for Lot 34, Woodrun Place Subdivision to permit enclosure of a deck and removal of a stairway, as shown on Exhibit A, subject to the three conditions in the Section below. Section Three: Conditions 1. This approval is for the specific structural improvements depicted in Exhibit A only. No additional structures may be improved without further amendment approval. 2. The applicant shall apply for and obtain a building permit prior to commencement of work. 3. The applicant shall adhere to the architectural design requests of the Woodrun Place Homeowners Association to leave the deck railing in tack and to inset the wall enclosure back by six inches. INTRODUCED, READ, AND ADOPTED on the motion of Planning Commission member Arnie Mordkin and the second of Planning Commission member Doug Faurer by a vote of 4 in favor and 1 against, on this 16'h day of February, 2000. TOWN OF SNOWMASS VILLAGE CAMy Documents\Plans\WoodrunPlace.00\WoodrunPlaceUnit34NEnoIPUDAmendmentResolution3Final.F00.doc 'O� FIGURE 6 PC Reso. 00-03 Page 3 PLANNI COMMISSI N George Huglyns, Chairm46 / ATTES Carrie Podl, P rnng Commission Secretary CAMy Documents\PlamkWoodrunPlace.00\WoodmnPlaceUnit34MinorPUDAmendmentResolution3Final.F00.doc jog loo Tb Sf✓ GOP Tp LIv I NGI S Pam SDRM I FWL q \ / b q —CXISCINCy S7P1fz \ / H W p l LA,ar) I N H W k. 6Y8 PAtd� O BU I LIB I NG 5EGT I ON 1/40 11-00 MAINTAIN FIRE SEPARATION REQUIREMENTS 13ETV EEN UNITS NEW FLOOR AREA RE-ROUTE BATH VENT 20.4 SQUARE FEET -- — — — O � NEW T.V.GAB BPS o LINE OF EXISTING WALL W BDRM ( O O 66 Fc �EFE T i 200 $DRM 2 j w HEW B"ENTRY 202 t EXISTING RAIL GO"vN emz(HALL O IN- - �� NE L �b - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IOGKA8LE5TORME 5ED ENTRY LEVEL PLAN P�ZOPO � . 1/4' = I' ON 4 TOWN OF SNOWMASS VILLAGE TOWN COUNCIL RESOLUTION No. 16 SERIES OF 2000 A RESOLUTION APPROVING AN INCREASE IN THE FLOOR AREA FOR UNIT 34, WOODRUN PLACE TO PERMIT THE ENCLOSURE OF A DECK THAT IS A COMMON ELEMENT OF THE WOODRUN PLACE HOMEOWNERS ASSOCIATION. WHEREAS, Ron Chandler, owner of Unit 34, Woodrun Place, has applied for a Minor Planned Unit Development Amendment to permit enclosure of a deck and removal of an internal stairway, as shown on Exhibit A; and WHEREAS, the Woodrun Homeowners Association agrees to the modification of the common deck area. and WHEREAS, a public meeting was held before the Planning Commission on February 16", 2000 to receive public comment; and WHEREAS, said Minor Amendment to a Final PUD request was considered by the Planning Commission pursuant to Section 16A-5-390 of the Town of Snowmass Village Municipal Code ("Municipal Code"); and WHEREAS, the Planning Commission has reviewed the application, and heard the recommendations of the Town Staff, and drafted a resolution; and WHEREAS, notice of a Public Hearing to be held on March 20, 2000 was published in the Snowmass Sun, in accordance with the provisions of Sections 5-60 of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council received comment from the public at the Public Hearing held in accordance with the provisions of Section 5-390 of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council has considered the application, all relevant support materials, the report of the Town Staff, the Planning Commission recommendations in resolution form, and public testimony given at the Public Hearing; and WHEREAS, the Town Council reviewed the recommendations in resolution form of the Planning Commission meeting held on 16 February, 2000. WHEREAS, the Town Council finds that this Ordinance complies with the provisions of Section 5-390 of Chapter 16A of the Municipal Code; and WHEREAS, the Town Council finds that the procedure and requirements set forth in Section 5-390 of Chapter 16A of the Municipal Code have been satisfied; and NOW, THEREFORE, BE IT ORDAINED, by the Town Council of the Town of Snowmass Village, Colorado, as follows: Section One: Findings 1. The proposed amendment has been found to be consistent with the original PUD. 2. The proposal will not change the basic character of the PUD or the surrounding area. 3. The proposal will not have a substantially adverse effect on the neighborhood surrounding the land where the amendment is proposed, or have a substantially adverse impact on the enjoyment of land abutting on, or across the street from, the subject property. 4. The proposal is in harmony with the purposes and intent of the Town of Snowmass Village Land Use and Development Code and the intent of the underlying zone district. 5. Subject to the conditions specified below, the application is consistent with the applicable review standards specified within Section 16A-5- 390 of the Code. Section Two: Action The Town Council hereby approves the amendment request for Unit 34, Woodrun Place Subdivision to permit enclosure of a deck and removal of a stairway, as shown on Exhibit A, subject to the four conditions in the Section below. Section Three: Conditions 1. This approval is for the specific structural improvements depicted in Exhibit A only. No additional structures may be improved without further amendment approval. 2. The applicant shall apply for and obtain a building permit prior to commencement of work. 3. The applicant shall adhere to the architectural design requests of the Woodrun Place Homeowners Association to leave the deck railing in tack and to inset the wall enclosure back by six inches. 4. The owner shall formalize an agreement with the Woodrun Place Homeowners Association to allow for the enclosure of the deck area. READ, APPROVED AND ADOPTED by the Town Council of the Town of Snowmass Village on First Reading on March 20, 2000 upon a motion by Council Member the second of Council Member and upon a vote of_ in favor and _ against. READ, APPROVED AND ADOPTED by the Town Council of the Town of Snowmass Village on Second Reading on April 3, 2000 upon a motion by Council Member the second of Council Member_ and upon a vote of_ in favor and _ against. TOWN OF SNOWMASS VILLAGE T. Michael Manchester, Mayor ATTEST: Trudi Worline, Town Clerk X13 COUNCIL COMMUNIQUE MEETING DATE: March 20, 2000 BY: Marianne Rakowski STAFF: Marianne Rakowski SUBJECT: Ordinance No. 08, Series of 2000. An Ordinance amending the 1999 budget for the General Fund for the Town of Snowmass Village. OVERVIEW: Attached is Ordinance No. 08, Series of 2000, amending the 1999 budget for the General Fund. The purpose of revising the 1999 budget is to include the Droste bond proceeds, the Pitkin County Open Space proceeds, plus the expenditures for the Droste property including the bond issuance costs. This will bring us into compliance with budget law. FINANCIAL SUMMARY: Exhibit "A" includes the new budget summary for the General Fund. STAFF RECOMMENDATION: Approval of Ordinance No. 08, Series of 2000. SNOWMASS VILLAGE TOWN COUNCIL ORDINANCE NO.08 SERIES OF 2000 AN ORDINANCE AMENDING THE 1999 BUDGET FOR THE GENERAL FUND FOR THE TOWN OF SNOWMASS VILLAGE. WHEREAS,the Town Manager,has caused to be prepared a 1999 Revised Budget for the General Fund;and WHEREAS,the 1999 budget,revenues and expenditures have varied from budgeted amounts; and WHEREAS,the Town is required to account for the bond proceeds,revenues and bond expenditures related to the Droste property;and WHEREAS,the Town of Snowmass Village Home Rule Charter requires adjustments to the budget when circumstances change relating to the budget. NOW,THEREFORE,BE IT RESOLVED by the Town Council of the Town of Snowmass Village,Colorado: Section One: Revised Budge That the General Fund 1999 budget be adjusted to the 1999 revised budget,a true and accurate summary of which is attached hereto. Section Two: Appropriation That the 1999 revised budget revenue is hereby appropriated for expenditure during the 1999 budget year. Section Three: Effective Date This Ordinance shall become effective upon adoption in accordance with Article X, Section 9.11 (e)of the Home Rule Charter. INTRODUCED,READ AND ADOPTED on first reading by the Town Council of Snowmass Village, Colorado on the 6th day of March,2000 with a motion made by and seconded by and by a vote of_in favor to_opposed. INTRODUCED,READ AND ADOPTED on second reading by the Town Council of Snowmass Village, Colorado on the 20th day of March,2000 with a motion made by and seconded by and by a vote of_in favor to_opposed. A roll call was taken,those in favor were those opposed were TOWN OF SNOWMASS VILLAGE T.Michael Manchester,Mayor ATTEST: Trudy Worline,Town Clerk I I� TOWN OF SNOWMASS VILLAGE GENERAL FVND BVDGET SVMMARY 1999 mW 1949 1999 1999 f moo f mot zaoz zaW mo9 x9ofEr a]RIA3ARV AQIAE V YdBE +� SUDGET ROM BEGI6lRY.CARRYOV[Jt f 3,9/8,99/21 $ 1203.TM.W $ 4.203.]0.0] $ - f 5,]51,338./9 $ 1.51?59042 f 5,617,113.19 $ !/90]83/9 3 3.015./ V f 11",901.49 REVE69JE5 $ 7.195006.M $ 1,633,M1W f 7,633.01.00 f - 3 8.26,016.00 f 02,599.0 $ 7./2988100 $ 1b65,%5.W f 181321?W 3 8.092.130.00 OPEilATRJ6 EJOENDITURES $ (6,355561.52) f (].090.]10.00) $ (7,080.710.0) $ - S (1.101.00500) $ (623,295.00) $ (1,8]3,691.00) $ (9141,016.00) f (8,496112.00) S (8,816.136.0) OM E%PEIIDIT S: C06U1L9IIfY PARK $ (13.937.26) $ - $ - $ - f (110.00.00) $ (110,000.0) $ - $ - RODEOPAR2 f (5.31029) f - f - 3 - $ - f - $ - $ - C6PEQl1�RE5ERVE $ (565.14950) $ (13002100) $ 030021.00) S - f (3",966.0) $ (265,91200) $ (682!17.00) f (lOW2M.W) $ (661.362.0) S (4n.M.W) - IOVSOJ6LMD PlMOl49E $ - f (3/9)63100) $ (]19)631 W) 3 - f - S 319.63100 $ - $ - f - f - W1 nLN-DRR41ASE2B0 "STS $ (1.615949.33) $ (76159/633) OROSn 6'OND PROCEEDS $ ?150151.]5 $ ].150.10.]5 - q 5nARP31103Y aPFN SPACE COMRBTN f ZOW.4M,n f 7.IW,4W5 s NETS $ 251.15326 f 73,08200 $ 1,5,59012 f 1,111,50612 $ 033,92500) $ (1,68151512) $ (1.126)630W) $ (1.4M.319W) f (26655?00) $ (1237,892.00) 3 SM LEASE INC03AE $ 113.689.m $ ]29.]55.0 S ]29.]5500 $ - $ 136m3.0 $ 10,018.0 $ ]41.]50.00 $ ]395]800 $ 739.15100 $ 139,61 7,W 1RAIdSFER OVI.DEBT SFRVIM FLM $ (713.689&1) f (129.155.00) $ (129.15500) S - f (139,803.00) $ (10.018.0) $ (741,350.00) $ (739.518.00) $ (]]9.151.00) $ (731,611.00) Bl0Il1G CARRYOVER S 1,m3.71801 $ 12]68300] 3 5,15133819 $ 1111,508.49 $ 5.617,11399 $ (133925.00) $ 419078319 $ 3,015,/6/.19 $ 11M.90719 $ 511,01519 OVOSET APPROPRIAnONS 1999 2000 1998 1999 1999 f 2000 f m01 2002 20W 2001 ACTVAL 35T1i€ REM 1 BtA6EI 9y1 FI pE5 no115AES Ws: 71WEMORY $ 115.59 M f M=w f mmw f - $ IwaW.W $ - $ M.0 .W s 1w,mw $ 1M.o w $ 1w,W0.W 18®40 EXFE66ES $ 33.63149 $ wm w $ W,a M $ - $ W.aW.W $ - $ W.WO.W s WIMM $ W=w $ Wmw ECONOMIC DESERVE $ 3M.OW.49 $ 376138.00 S 316.IMW $ - $ 328390.W $ (11.7".00) $ 328390.00 $ 328,390.00 $ 32839000 $ 32639000 EMEROBJCYCONTIBGENCY f 211,910.51 $ 223,862.00 S 223862.0 $ - f 211,610.00 3 47.149.0 $ 211.610.0 $ 21.610.W $ 21.610.0 $ 211,61000 [ TKEQMID SekV - $ 1815.021.00 f 2316231.00 S 2.37623100 $ - S 2,631,028.0 3 257,6,00 $ 2551951.0 $ 2,167811.00 $ 2226562.00 $ 2,551,129.00 COMA"w PARK $ 9 7500.00 $ 110,00000 $ 110.00000 $ - S - $ (110.00000) $ - $ - $ - $ - Ton.ETREPIKE� $ 10.749.52 3 - $ - $ - f - $ - $ - $ - $ - $ - sV/IMuNINGN01. $ IM.W.W f 290.0000 $ 290.00000 f - $ 110.00.W $ IW.=W f 530000.00 $ 650.0000 S 20.WO.W $ 890.00.0 IgUS[N64ESFRVE $ - $ - f - f - $ 100.000.00 f IW,00 m f 100.00000 f 100.00.0 3 1W,OW.W $ 10000000 DROsn 60605 S - $ - $ 1,49082032 $ 1,490820.32 S S TOTAL APPROPRIATIONS 3 2.e2,1M.51 f 3,566231.W $ 5.01].5132 $ 1.160,82032 $ 3,931,013.W $ 367841W 3 3976"IW $ 3,]O1,814 W f 3.888.582.0 f 1,3.31,129.W f N SAVA11d3W: S 1.326249.53 $ 710.599.01 f 149281.17 $ (631190) f Ib33,33549 $ 916W8.32 3 515.83249 3 (692.3/9.51) f (2,139)61151) f (3823,113.51) 3 TOTAL AI4ROAIIdnONSd Pi1NDS AVAllA6lE $ 1203.]18.0) f 1216.8300] f 5,Ti1338A9 f 1111,508.12 S 5b17,113.49 f (133.925.W) f 1.190,18319 f 3015491.19 $ 1.149.901.49 $ 511,015.9 TO: SNOWMASS VILLAGE TOWN COUNCIL FROM: GARY SUITER, TOWN MANAGER RE: MANAGER'S REPORT DATE: MARCH 17, 2000 ttww«t«x«««t«wttwtwwwwwww«wwx«t«t«w««ttttwwwxxx««««««xw«wwwwwwwwx«xxxxxx«««xxx«««««wx«www««w««««wwww««www«w "COUNCIL RETREAT I would like to schedule a day-long Council Retreat before the end of ski season. This will be important in order to refine our goals, focus Council and more effectively utilize staff resources. I expect this retreat to focus upon developing a list of prioritized projects and tasks for this year and next. Please let me know which day works best for you and we will make arrangements accordingly. Keep in mind we have the Town meetings on April 4'" and April 5'". STAFF RETREAT Last week, staff held a day-long retreat at the Conference Center, at which we addressed both organizational matters and longer-term projects and goals. I will provide a report to Council at your April 3rtl meeting, outlining our findings and recommendations. RFRHA & RTA UPDATES Attached are the summary updates from recent RFRHA and RTA meetings. Please review these and let me know if you have any comments and/or concerns. CULTURAL ARTS FORUM Our own Arts Advisory Board hosted the First Annual Cultural Arts Forum at Anderson Ranch Arts Center last Wednesday. There was great discussion and many intriguing ideas. I will provide you with a summary report of this meeting when it becomes available. "MOUNTAIN TRAVEL SYMPOSIUM The 25 Annual Mountain Travel Symposium will be held in Snowmass Village from April 2 n through April 9'". Town Council has been invited to attend this Symposium and will receive a complimentary registration. Please let me know if you are interested in attending and we will register you for the Conference. p'.JeMreNCleW.enage!xedrepoale.mOr/0320 00 RFRHA BOARD ACTIONS 2000 As of 3/1-100 January 19, 2000 1. The RFRHA Board approved Resolution 1-2000, a list of meeting dates for 2000: • Wed., January 19`h 9:00 am, Carbondale Town Hall • Thurs., February P, 3:00 pm, Carbondale Town Hall • Thurs., February 24`h , 3:00 pm, Carbondale Town Hall • Wed., March 15'h, 9:00 am, Basalt Town Hall • Wed., April 19'h , 9:00 am, Carbondale Town Hall • Wed., May 17'h, 9:00 am, Carbondale Town Hall • Wed., June 21, 9:00 am, Basalt Town Hall • Wed., July 19'h, 9:00 am, Carbondale Town Hall • Wed., August 16", 9:00 am, Carbondale Town Hall • Wed., September 20, 9:00 am, Carbondale Town Hall • Wed., October 18'h, 9:00 am, Carbondale Town Hall • Wed., November 8`h, 9:00 am, Basalt Town Hall • Wed., December 13'h, 9:00 am, Basalt Town Hall 2. The RFRHA Board approved Resolution 2-2000 supporting changes to the state Rural Transportation Act. The resolution requests that additional revenue raising powers be provided, including a visitor benefit fee, growth impact fee and a raise in the sales tax ceiling from .4 to .75 of a cent; that non-contiguous communities are able to join a RTA once it is formed; that differential sales tax rates be allowed within a district; that the TABOR spending base would be measured at the start of the first full fiscal year; and that the Intergovernmental agreement proposing the district can be amended after the formation election provided that the amendment provisions are followed. 3. The RFRHA Board approved the Interim Trail Plan proposed by Pitkin County Trails and Open Space and appointed the Executive Director to oversee the project on RFRHA's behalf. The Board also instructed the Executive Director to pursue using the trail construction as a "local match" of state or federal grants for future trail projects on the corridor. 4. The RFRHA Board conducted an executive session concerning contract negotiations. There was no action taken after the executive session. February 3, 2000: 1. This meeting was held primarily to conduct a work session on the Comprehensive Plan. After discussing the draft plan, the RFRHA Board accepted the Comprehensive Plan with the changes recommended at the meeting. Those changes were in direct response to comments received on the draft Comprehensive Plan by member and local governments. 118 2. The RFRHA Board conducted an executive session concerning contract negotiations. There was no action taken after the executive session. February 29, 2000: 1. This meeting was rescheduled to February 29`h because of the inability to gather a quorum on February 24`h. 2. The consideration of a citizen at-large RFRHA Board member from Pitkin County was added to the agenda. 3. The RFRHA Board directed the Chair to sign Resolution 3-2000 that affirms the completion of the Comprehensive Plan and to allow until April 30`h, 2000 for each of the RFRHA member governments to ratify the Comprehensive Plan. 4. A draft Memorandum of Understanding (MOU) between RFTA and RFRHA was tabled until March 15`h. Although it was agreed that combining RFRHA and RFTA into a RTA made the most sense in the long-term, the RFRTA board tabled this matter in order to give RFRHA and RFTA staff the ability to jointly review the MOU and possibly modify it based on the review. The RFRHA Board also wanted the results of discussions on this matter by the RTA Policy Committee at their March 9`h meeting to be considered before approving the MOU. 5. The Board approved the General Management Plan (GMP) for RFRHA. The GMP consists of an organization's mission statement, a long-term strategic plan and an implementation plan for the upcoming year. 6. The RFRHA Board approved a weed control plan for the railroad corridor, provided that progress reports on the plan are given to the Board at the upcoming board meetings. 7. The RFRHA Board appointed Charlie Tarver as the at-large citizen Board member for Pitkin County. 8. The RFRHA Board conducted an executive session concerning contract negotiations. Following the executive session, the Board directed the Chair to sign a letter of intent with Great Outdoors Colorado as amended. March 15, 2000 1. The corridor weed plan and federal Corridor Investment Study (CIS) process was discussed. 2. The Board approved a presentation proposal for the Rail-Volution conference to be held in Denver this October. 3. A memorandum about the issues concerning consolidation of RFRHA into a Rural Transportation Authority (RTA) was discussed. It was agreed to send the memorandum to the RTA Policy Committee for their next meeting on March 22nd 4. Citing the excellent progress of the RTA process through the RTA Policy Committee, the Board determined that there wasn't a need to discuss the draft Memorandum of Understanding between RFRHA and RFTA. April 19, 2000 9:00 AM at Carbondale Town Hall. I Decisions made at March 9 2000 RTA Policy Committee Meeting la. The Policy Committee reaffirmed the earlier decision about jurisdictional boundaries as listed above in #11, with two conditions: 1) although jurisdictional boundaries would be limited to the Roaring Fork Valley, the RTA is committed to providing service to the communities in the Colorado River Valley. 2) the IGA will make it as easy as possible for additional areas to join once the RTA is initially formed. 15. The RTA will be authorized to provide the following functions/services: Raise and allocate new sources of funds; provide enhanced trunk service; make new local service available; conduct ongoing transit planning; conduct regional long term planning and set policy. 16. The RTA will not be responsible for the following functions: Develop and implement transportation demand management programs; develop and implement mitigation programs; and provide a funding source for other transportation needs. 17. The Policy Committee will wait until the relationship between the RTA, RFTA, and RFRHA is discussed to determine whether the RTA will manage the publicly owned railroad corridor and develop and manage a regional trail. Definition of Terms: Trunkline transit service: includes service on Highway 82. Brush Creek, and along the I- 70 corridor. �O COUNCIL COMMUNIQUE MEETING DATE: March 20, 2000 BY: Gary Suiter, Town Manager STAFF: SUBJECT: Seven Star Ranch Final PUD Extension OVERVIEW: This development review has been extended, at the applicant's request, until March 20, 2000. Attached is a letter from Joe Wells requesting an additional extension while negotiations for access continue. STAFF RECOMMENDATION: Staff recommends Council approve the extension per the applicant's request. p:/shared/clerk/manager.xsdcmq.2000/ �zI SNOWMASS VILLAGE TOWN COUNCIL WORK SESSION SUMMARY 02-14-2000 COUNCIL MEMBERS PRESENT: Mayor T. Michael Manchester, Mark Brady, Douglas Mercatoris; Jack Hatfield arrived at 4:30 p.m. COUNCIL MEMBERS ABSENT: Kevin Costello was absent. STAFF PRESENT: Gary Suiter, Town Manager; Hunt Walker, Public Works Director; Steve Connor, Town Attorney; Chris Conrad, Senior Planner; Craig Thompson, Community Development Director; Leslie Klusmire, Assistant to the Town Manager; Rebecca Harlowe, Secretary/Records Clerk PUBLIC PRESENT: Carolyn Sackariason, Doug Dotson, David Burden, Mark Norris, Martin Mata, John Dresser, Don Schuster, Bill Kane, Bob Purvis, David Myler and other members of the public interested in today's Agenda items. The Work Session began at 2:10 p.m. TIMBERS AT SNOWMASS (FARAWAY RANCH SOUTH) PRELIMINARY PUD DISCUSSION Chris Conrad summarized the content of draft Resolution No. 06, Series of 2000. He also provided information concerning the applicant's Employee Housing Proposal. Timbers' representatives submitted revised building configurations based on new width parameters. Council, Staff and Timbers representatives discussed details and modifications concerning building height, retaining walls and building configurations, details of the language included in the applicant's Employee Housing Plan and ownership issues related to the Timbers priority-use units as shown in Exhibit "F" of the Resolution. The applicant proposed an offer to guarantee Employee Housing with a bond or Letter of Credit. The Town Attorney advised them to submit a Letter of Credit as soon as possible and to attribute ownership of Timbers units to the Association rather than to the Limited Liability Company (LLC). Mayor Manchester suggested that a revised site plan be resubmitted before the end of the Preliminary Review process. Council discussed language within the Resolution relating to Phase ll, the possibility of a 1-year lease, square footage adjustments, changes to the number and allotment of the proposed parking spaces, the number and size of bus stops and shelters, as well as the Ridge ski egress trail. They also discussed Town ownership of the pick-up and drop-off location and the replacement or mitigation of wetlands within Town limits, directing staff to assure that wetlands mitigation is completed by the two-year deadline. 122 02-14-00ws Page 2 The applicant agreed to advertise availability of extra parking spaces in the local newspaper. Council reiterated that the new ski-lift access trail must be as easy or easier to negotiate than the original trail. A Council member stressed the importance of a pedestrian connection between the Timbers project and the neighborhoods above it. Members of the public stated concerns regarding certain aspects of Resolution No. 06, including rent collection, the ski access trail, parking and geotechnical aspects of the project. The draft Resolution will be revised and further discussed at the February 2151 Town Council Work Session. LAND USE CODE DISCUSSIONS Council reviewed the discussion of February 7`h concerning Employee Housing and requested minor changes. They requested that staff provide additional data concerning full-time equivalents (FTE) and agreed on 1.3 as the average number of jobs per person. Council discussed specific mitigation requirements for redevelopment projects versus new development projects and expressed concerns that, mitigation requirements, as they exist today, are functioning as a disincentive to renovation. KRABLOONIK REQUEST FOR USE OF TOWN PARKING LOT FOR PLANNING PURPOSES David Myler explained the history of Krabloonik's use of the Snowmass Village Parking Lot in question. He commented that the lot seems to work well as a shared facility since day skiers use the parking lot during daytime hours and Krabloonik's use is primarily during evening hours. After further discussion, Council agreed to allow Krabloonik to continue using the parking lot on a temporary basis but recommended that they develop a contingency plan for parking if the need should arise for the Town to utilize the lot area for other purposes. RURAL TRANSPORTATION AUTHORITY (RTA) UPDATE Mayor Manchester reported that he and Council Member Mercatoris attended the first Policy Committee Meeting of the Rural Transportation Authority (RTA) held on February 10, 2000. He will inform Council of discussions and decisions concerning the RTA Intergovernmental Agreement (IGA) and the nine main topics contained therein. Five additional meetings are scheduled with the goal of providing answers to the questions listed in the RTA handout, which he submitted during today's Work Session. Also scheduled is a series of interviews between individual Policy Committee members and Walter Kieser, the consultant hired to conduct the process. Mr. Kieser will discuss the RTA process with Council during a Work Session scheduled for February 23, 2000. The next Policy Committee meeting will be held February 24, 2000. The Town Manager commented that Staff member Leslie Klusmire is the primary point person, attending the various transportation meetings and is providing summaries of the meetings. Roaring Fork Railroad Holding Authority (RFRHA) representative Hunt Walker, will also be involved in transportation issues. Council directed the Town 113 02-14-00ws Page 3 Attorney to research the initiative process necessary to allow placement of the RTA question on the ballot, if it proves to be necessary in the future. The Work Session ended at 5:54 p.m. Submitted by: Rebecca Harlowe Secretary/Records Clerk � z� SNOWMASS VILLAGE TOWN COUNCIL WORK SESSION SUMMARY 02-23-2000 COUNCIL MEMBERS PRESENT: Mayor T. Michael Manchester, Jack Hatfield, Kevin Costello, Mark Brady, Douglas Mercatoris COUNCIL MEMBERS ABSENT: All members were present. STAFF PRESENT: Gary Suiter, Town Manager; Hunt Walker, Public Works Director; Dave Peckler, Transportation Manager; Art Smythe, Chief of Police; Rebecca Harlowe, Secretary/Records Clerk PUBLIC PRESENT: Carolyn Sackariason, Snowmass Sun; Walter Kieser, Jim Heywood, Ted Grenda, Bill Burwell, Dan Blankenship, and other members of the public interested in today's Agenda items. The Work Session began at 3:08 p.m. INTERVIEW RURAL TRANSPORTATION AUTHORITY (RTA) CITIZEN ADVISORY BOARD APPLICANTS The Mayor explained that the RTA Citizen Advisory Board would have no specific political agenda. The Council agreed that RTA's purpose is to provide viable valley- wide transportation. The Citizen's Advisory Board will be following a parallel course in their efforts to solicit more input from a wider range of members of the Community. Joanie Klar, Ted Grenda and Jim Heywood have volunteered to serve on the Board. The Town Manager explained that the Board is to be made up of two representatives from each entity. Grenda explained that he was interested in exploring the possibilities of Valley-Wide bus transportation but clarified that he did not plan to abandon his position against a rail alternative. Mr. Heywood stated that he had been asked to participate and expressed his interest in the complexity of challenges that the Board would face. Manchester reiterated that the RTA was not about technology, i.e., rail versus bus transit. Its goal is to set up regional transportation that functions throughout the valley and is equitable in terms of funding and service provided. It will also concern itself with the management of operational aspects of what will be the second largest transportation system in Colorado. RTA DISCUSSION 12.5 02-23-00ws Page 2 Gary Suiter distributed copies of the RTA Decision-Making Framework handout. Walter Kieser stated that this was the first of seven meetings he would conduct with the Councils and Boards of the various jurisdictions throughout the Valley. He explained the Policy Committee format and clarified the nine main concerns to be addressed. In response to an inquiry from Council, Kieser outlined optional funding sources. He further outlined other key issues including jurisdictional boundaries, composition of the Board and how the Board will make decisions. The notion of objectives, specifically objectives for Snowmass Village, was considered. Mr. Kieser summarized the timeline for preparation of the Intergovernmental Agreement (IGA). The Mayor clarified that the boundaries for the RTA district and the boundaries of the service area are not necessarily the same. Several boundary options were discussed as outlined in the "RTA Decision Making Framework" document. Council discussed the need to investigate the initiative process protocol in order to allow placement of the RTA question on the ballot if it should become necessary. Council agreed that the RTA should be the umbrella transportation planning organization for the region, while individual jurisdictions should be responsible for their own decision-making and funding concerning local transportation needs. Council discussed the functions and composition of the RTA as well as RTA's relationship with existing and future local transit services. Flexibility and diversity in application and one vote per jurisdiction were favored by members of the Council. Other topics of discussion included how the Board will make decisions, by straight majority or super majority, the possibility of incorporating a visitor's fee and possible funding questions on upcoming ballot(s). The Work Session ended at 4:50 p.m. Submitted by: Rebecca Harlowe Secretary/Records Clerk i �� SNOWMASS VILLAGE TOWN COUNCIL WORK SESSION SUMMARY 03-06-2000 COUNCIL MEMBERS PRESENT: Mayor T. Michael Manchester, Jack Hatfield, Kevin Costello, Mark Brady, Douglas Mercatoris COUNCIL MEMBERS ABSENT: All members were present. STAFF PRESENT: Gary Suiter, Town Manager; Hunt Walker, Public Works Director; Hunt Walker, Director of Public Works; Dave Ogren, Solid Waste Foreman; Marianne Rakowski, Financial Director; Joe Coffey, Housing Manager; Rebecca Harlowe, Secretary/Records Clerk PUBLIC PRESENT: Carolyn Sackariason, Snowmass Sun; and other members of the public interested in today's Agenda items. The Work Session began at 2:10 p.m. YARD WASTE Hunt Walker summarized that during the 2000 Budget Process last September/October staff recommended that the Town discontinue the Yard Waste Program for the following year and that there was no guarantee that the yard waste in question would be composted. As an alternative, Walker and the staff suggested a clean-up time when residents could dispose of yard waste with Pitkin County crediting the Town $10,000.00 in tip fees. Council and staff discussed current and future costs. Council mentioned that this is not currently a budgeted expense and that sales tax revenues would probably be down about 20% through the end of January. Council agreed to a specified clean-up time of 2 to 10 days in the Spring and in the Fall. They requested a Public Notice be posted, as well as an ad in the paper, to notify the Public. HOUSING RESALE GUIDELINES Joe Coffey, Housing Manager, summarized his key concerns with Council, which included Crossings Resale Guidelines with particular attention to income and asset guidelines, Deed-Restricted Purchase Priority Categories, Family Priority and Resale Inspections/Price Reductions. Coffey explained that currently only 11 of the Crossings homes are subject to income and asset guidelines; he suggested that all be subject to the same guidelines. Council agreed that some adjustment of guidelines may be necessary. Council also agreed to maintain the guideline that purchasers can not own another property in the Roaring Fork Valley Drainage Basin. Concerning Resale 121 02-23-00ws Page 2 Inspections/Price Reductions Council decided on a combination of Options 1 and 3 with a Housing Department follow-up to make sure repairs/upgrades are completed. The Town Attorney noted that enactment will require an Ordinance explaining the new procedure and why it's necessary. LAND USE CODE DISCUSSION Victoria Giannola summarized the details of the newly proposed pre-sketch "Conceptual Plan" and explained that it will be written into Section 16A-1-55 of the Land Use Code. Council will revisit this issue during the Regular Meeting. Council was concerned that some of the language was vague or misleading. They suggested renaming it "Pre- sketch Plan" and suggested stating clearly that it is a voluntary step in the process and that "no public notification is required." However, the Town will notice the item in a local newspaper. The Work Session ended at 4:00 p.m. Submitted by: Rebecca Harlowe Secretary/Records Clerk 128. SNOWMASS VILLAGE TOWN COUNCIL REGULAR MEETING 02-21-2000 Mayor T. Michael Manchester called to order the Regular Meeting of the Snowmass Village Town Council on Monday, February 21, 2000 at 6:16 p.m. Item No. 1: ROLL CALL COUNCIL MEMBERS PRESENT: Mayor T. Michael Manchester, Doug Mercatoris, Jack Hatfield, Mark Brady, Kevin Costello COUNCIL MEMBERS ABSENT: All Council Members were present. STAFF PRESENT: Gary Suiter, Town Manager; Steve Connor, Town Attorney; Chris Conrad, Senior Planner, Craig Thompson, Community Development Director; Victoria Giannola, Planning Director; Trudi Worline, Town Clerk PUBLIC PRESENT: Bob Purvis, Jim Hooker, Bill Boineau, Carolyn Sackanasm, David Beiiack, Don Schuster, Michael Craig, John Dresser, Sarah Chung and other members of the public interested in today's Agenda items. Item No. 2: PUBLIC NON-AGENDA ITEMS (5-Minute Time Limit) Jim Baker, Chairman of the Arts Advisory Board (AAB), explained that the AAB will hold an Annual Public Meeting on Wednesday, March 15, 2000, 4:00 p.m. until 5:30 p.m. at Schermer Meeting Hall, Anderson Ranch, in an effort to assist Council with future planning decisions. Purpose of the meeting is to begin a dialogue among non-profit, community, resort and government leaders to develop an understanding and identify a direction for strengthening the economic viability and cultural health of the community. Representatives from each group of non-profits within the Village will be invited to answer specific questions regarding future planning for their organizations and provide an update of future plans. The Mayor and Town Manager will be invited to speak as representatives of the Town. For those who cannot attend, a summary of the meeting will be provided. Baker further explained that the AAB is attempting to serve an even stronger purpose for the Town and community and urged Council Members to attend. � 2`j 02-21-00tc Page 2 Horse Ranch Letter— Rodeo Meetings The Town Clerk submitted a letter recently received by Council from Pat Smith, President of the Horse Ranch Homeowners Association. She explained that the letter is in response to a previous request from Council that the owners of the Rodeo Company and its neighbors work towards an agreement concerning the operating parameters of future rodeo events. The letter outlined the outcome of discussions between the Rodeo Company and the Homeowner's Associations of the Crossings and Horse Ranch concerning complaints of disturbance. Smith requested that the letter be submitted and entered into the record of today's Council Meeting. Wireless Service Bill Boineau, a member of the Aspen Community Technology Forum, informed Council that a wireless Internet broadband service provider would be locating an antenna in Snowmass Village. The Forum is a group that has come together to determine the most appropriate means of infrastructure for the Valley. The antenna, approximately seven feet in height, will provide line-of-sight opportunities and will be located on top of the Snowmass Center Building. Boineau explained that additional antennas might be necessary as the demand from the Village increases. He informed Council that with no Communications Master Plan in affect, there are no restrictions on locating antennas within the Village. Item No. 3: PUBLIC HEARING — DRAFT RESOLUTION NO. 06 SERIES OF 2000 TO RECEIVE PUBLIC COMMENT ON DRAFT RESOLUTION NO. 06, SERIES OF 2000 CONCERNING THE TIMBERS AT SNOWMASS (FARAWAY RANCH SOUTH) PRELIMINARY PUD PLAN SUBMISSION, INVOLVING PARCEL K, FARAWAY RANCH GROSS PARCEL PLAT, AND THE GRANTING OF AUTHORIZATION TO SUBMIT A FINAL PUD PLAN APPLICATION (Continued from 02-07-2000) Mayor Manchester opened the Public Hearing at 6:30 p.m. He explained that this Public Hearing was continued from the February 7, 2000 Regular Town Council Meeting. There being no public comment, Mayor Manchester stated that this Public Hearing would be continued to the March 6, 2000 Regular Town Council Meeting scheduled to begin at 4:00 p.m. Item No. 4: FIRST READING - ORDINANCE NO. 01, SERIES OF 2000 AN ORDINANCE AMENDING THE PROVISIONS OF ORDINANCE NO. 9, SERIES OF 1994 CONCERNING OBLIGATIONS OF THE ASPEN SKIING COMPANY ARISING FROM THE APPROVAL OF THE BURNT MOUNTAIN EXPANSION OF THE SNOWMASS SKI AREA RELATING TO A 130 02-21-00tc Page 3 TRANSPORTATION MITIGATION FEE AND CONSTRUCTION OF MITIGATION EMPLOYEE HOUSING The Town Manager explained that staff has conducted a thorough review of Ordinance No. 9, Series of 1995, which approved the Burnt Mountain Expansion of the Snowmass Ski Area. He further explained that since approval of the 1995 Ordinance, the method for calculating the transportation mitigation fee has been modified by agreement between the Town and the Aspen Skiing Company (ASC). Also, the timing for construction of the employee housing mitigation has been changed by several ordinances and is now in technical default. This Ordinance amends the formula for calculation of the transportation mitigation fee and returns the timing for construction of employee housing to that of Ordinance No. 9. Mercatoris made a motion to approve First Reading of Ordinance No. 01, Series of 2000, seconded by Brady. The Town Attorney explained that a correction will be made to the formula and a typographical error will be corrected before Second Reading of this Ordinance. Mercatoris requested that the mitigation fee per skier be corrected to read $.91. After further discussion, Mercatoris made a motion to amend the Ordinance, adding language to provide an extension of time for the construction of the employee housing mitigation to June of 2002, in order that ASC can meet the requirements outlined in Ordinance No. 9, Series of 1995. Hatfield seconded the motion. The motion to amend was approved by a vote of 5 in favor to 0 opposed. There being no further discussion, the motion to approve the Ordinance as amended, was approved by a vote of 5 in favor to 0 opposed. Item No. 5: FIRST READING - ORDINANCE NO. 02, SERIES OF 2000 AN ORDINANCE ESTABLISHING THE PROCEDURES TO ASSESS AND COLLECT THE LIMITED EXCISE TAX ON IMPROVEMENTS IN EXCESS OF THE MAXIMUM ALLOWABLE FLOOR AREA FOR A LOT AS APPROVED BY THE ELECTORS OF THE TOWN ON NOVEMBER 2, 1999, IMPLEMENTING THE SAME BY AMENDMENT TO CHAPTER 4 OF THE SNOWMASS VILLAGE MUNICIPAL CODE. (Tabled from 02-07-2000) Mayor Manchester stated that First Reading of this Ordinance was tabled from the February 7, 2000 Regular Town Council Meeting. Costello made a motion to approve First Reading of Ordinance No. 02, Series of 2000, seconded by Mercatoris. Mayor Manchester explained that additional information from the County Assessor, determined to be necessary information for completion of the taxing formula, will be included in the Ordinance for Second Reading. After further discussion, First Reading of the Ordinance was approved by a vote of 5 in favor to 0 opposed. 131 02-21-00tc Page 4 Item No. 6: RESOLUTION NO. 02, SERIES OF 2000 A RESOLUTION APPROVING THE ENTRANCE INTO AN INTERGOVERNMENTAL FIRE CODE ENFORCEMENT AGREEMENT WITH THE SNOWMASS-WILDCAT FIRE PROTECTION DISTRICT Brady made a motion to approve Resolution No. 02, Series of 2000, seconded by Manchester. There being no further discussion, the motion was approved by a vote of 5 in favor to 0 opposed. Item No. 7: RESOLUTION NO. 11, SERIES OF 2000 A RESOLUTION APPROVING THE ENTRANCE INTO AN INTERGOVERNMENTAL AGREEMENT WITH PITKIN COUNTY, COLORADO FOR NOXIOUS WEED MANAGEMENT Mercatoris made a motion to approve Resolution No. 11, Series of 2000, seconded by Brady. Manchester requested that an Ordinance be drafted in the near future to allow the Town stand-alone enforcement capabilities on this issue. After further discussion, the Resolution was approved by a vote of 5 in favor to 0 opposed. Item No. 8: RESOLUTION NO. 14, SERIES OF 2000 A RESOLUTION APPOINTING PATRICK KEELTY TO THE BOARD OF APPEALS AND EXAMINERS Mercatoris made a motion to approve Resolution No. 14, Series of 2000, appointing Patrick Keelty to the Snowmass Village Board of Appeals and Examiners. Brady seconded the motion. There being no further discussion, the motion was approved by a vote of 5 in favor to 0 opposed. Item No. 9: MANAGER'S REPORT RTA Citizens Advisory Committee The Town Manager requested a motion from Council to appoint Ted Grenda, Jim Heywood, and Joanie Clar to serve on the Regional Transportation Authority (RTA) Citizens Advisory Committee. In response to a request from Hatfield, Council agreed that the three applicants come before Council for a brief interview before formal appointment. Staff will arrange the interviews to be held at a Council Work Session scheduled for Wednesday, February 23, 2000. Brush Creek Homeowners Association Meeting Council determined that they would attend the Brush Creek Homeowners Association Meeting to address their concerns and discuss the Town's proposed sign to be constructed at the intersection of Highway 82 and Brush Creek Road. 131 02-21-00tc Page 5 John McCarty will attend the meeting to provide information regarding the proposed sign. Landscape Architect The Town Manager stated that an offer has been made to Bernadette Barthoelenghi to fill the position of Landscape Architect for the Town. Council requested that staff provide Barthoelenghi's name and background highlights to them via e-mail. Item No. 10: APPROVAL OF WORK SESSION SUMMARIES FOR 01-17-00, 01-31-00 AND 02-07-00 AND MEETING MINUTES OF 02-07-00 Mercatoris made a motion to approve the Work Session Summaries and Minutes as listed above. Costello seconded the motion. Mercatoris requested that only those Minutes, which have been sent to Council for review via e-mail, are to be included in the Council Meeting Packet for approval. Hatfield requested that the names of Council Members voting in favor and against an issue be included in future Minutes. He also requested that the comments of Council Members voting against an issue be included in the Minutes or Summaries. There being no further additions or corrections, the Minutes and Work Session Summaries were approved by a vote of 5 in favor to 0 opposed. Item No. 11: DISCUSSION COMMITTEE REPORTS/COUNCIL COMMENTS The Draw Parcel The Town Manager reported that he met with Steve Lamar and Richard Shaw to discuss preliminary planning concepts for Faraway North. Council directed the Town Attorney to address any existing restrictions that may affect the Town's future plans for the property. The Town Attorney will investigate and provide the costs to Council in the near future. Repeat Application Hatfield stated his concern regarding an application from a Fox Run Homeowner for a Minor PUD amendment to increase Floor Area Ratio (FAR) square footage. This same application was submitted and acted on by Council within the last year. The Town Manager explained that the Municipal Code does not address this issue and there are no restrictions disallowing an applicant to submit an application more than once. Council requested that potential restrictions be addressed during upcoming Land Use Code amendment discussions. ASC Environmental Advisory Committee In response to an inquiry from Hatfield, the Community Development Director explained that the ASC has requested that the Town's Wildlife Official, Dawn Keating, be a participant on their Environmental Advisory Committee. The letter � 33 02-21-00tc Page 6 of request to Keating included a list of others who have been asked to serve on this Committee. Hatfield requested a copy of the letter. He will contact ASC regarding his interest in participating on the Committee. Divide Road Guardrail In response to an inquiry from Hatfield, the Public Works Director explained that the Town installed approximately 600 feet of guardrail along what was determined to be a dangerous section of Divide Road. A 400-foot gap currently exists between this guardrail and the guardrail that previously existed. He reported that an investigation of the area with the Chief of Police revealed that the open area is not a safety issue and that it is not necessary to connect the two sections of guardrail. Council Retreat In response to a comment from Hatfield regarding plans for a Council Retreat in the near future, Council determined that this topic will be discussed at a Council Meeting during the month of March. Impaired Vision Manchester stated that he received a letter from Paul Eckel regarding an issue of concern to the homeowners in the Village Run Circle and Woodrun of impaired vision for drivers on certain corners in this area. The Public Works Director will investigate and make recommendations. Council requested that staff respond to Mr. Eckel in writing. Town Meetings Manchester reported that citizens have requested some of the upcoming Town Meetings be scheduled during the daytime hours, enabling night workers to attend. Council discussed the issue and agreed to schedule the next Town Meetings on Tuesday, April 4 during lunchtime and Wednesday, April 5 at 6:00 p.m. Council requested additional advertising for the upcoming Town Meeting, including larger advertisements, a poster or sandwich board near the Post Office, and include a list key topics to be discussed at the Meetings. Item No. 12: CALENDARS This item was not discussed. Item No. 13: ADJOURNMENT There being no further business, Hatfield made a motion to adjourn the meeting, seconded by Mercatoris. The motion was approved by a vote of 5 in favor to 0 opposed. The meeting adjourned at 7:29 p.m. 1134 02-21-00tc Page 7 Submitted By, Trudi Worline, Town Clerk 13� Smff-Qhanges March 29 20 Status Report $Y 5 P.M.N Bullets in Italics have been previously listed State of the Town March 20, 2000 Town Council/ Town Manager Activit Mall Transit Plaza ■ Two designs are being developed for review. Gary Suiter, Town Manager ■ Architectural meeting moved to May 151 to allow more time for renderings. Entryway Planning Project ■ Awaiting memo from Town Engineer. Gary Suiter, Town Manager Offices at Snowmass ■ Woodbridge is demanding zoning enforcement by Gary Suiter the Town. Victoria is reviewing the case. Town Manager's Office Activities ■ Need to reschedule Council retreat. Gary Suiter ■ Held a staff retreat to formulate objectives and tasks for this year. Will report to Council April P. Town Attorney Town Attorney General Activities ■ Stipulation approved by all parties. A stipulated Steve Connor, Town Attorney dismissal is expected to be entered by the court. Public Works Manager Brush Creek Transportation ■ Open space and trails working on property Corridor ownership in lower valley. Hunt Walker ■ Request for planning on 31912000 EOTC agenda. Wood Run Dumpster ■ Gary Ross is drawing a conceptual site plan. Hunt Walker 136 Housing Activity/Staff M41nager Status Housing Department Activities ■ Creekside#G-12 2-bedroom $115,110 and Joe Coffey Mountain View#914 2-bedroom $125,730 are currently for sale. ■ Robert Sinko and Phil McKeague declined Crossings#18 home lottery. George Gordon is currently negotiating a contract with John Nevols. ■ Staff continues to check apartment smoke alarms and complete apartment condition records. ■ Patrick Folan has been selected for the Building Maintenance Mechanic II position. He will start work on March 200'. Parcel N. Employee Housing ■ Dean Gordon will prepare an engineering proposal Joe Coffey for Parcel "N". ■ Scott and Joe continue to review floor plans and building designs. ■ A Council meeting will be scheduled in April to discuss Parcel "N". Finance Activity/Staff Manager Status Finance and Personnel Activities ■ Closing December financial statement. Marianne Rakowski ■ Preparing annual solid waste homeowner's billings. ■ Reviewing pay classification report. ■ Input budget allocation numbers by month. ■ Reviewing year-end reports. ■ Preparing for change over from Novell server to Windows NT. ■ Preparing for January close. Web Page Enhancement ■ Added survey question and feedback page. Nick Tucker ■ Updated transportation (Phase 1)to include large map w/hot buttons to individual maps. ■ Updating community development web site w/maps/closure/wildlife, etc. ■ Updating public works to include recycling information brochures. ■ Updating entire interface. 1 72 Town Clerk Activity/StalT Manager Status Town Clerks Office Activities ■ Completed making arrangements for citizen Trudi Worline hotline installation, management,and public awareness. • Completed investigating CD's to store archival information. • Cross checking all 1999 documents with computer files and council packets. • Organizing 2 town meetings at Anderson Ranch. • Training new front desk secretary. • Updating central file computer program. Police Activity/Staft' Manager Status Police Department Activities ■ A job offer has been extended to longtime local Art Smythe,Police Chief Paul "Huff'Hufnagle to fill our open police officer position. He will be attending the next session of the State certified police academy which begins May 15". Community Development Department Community Development Director ■ Sign Code amendment will come before Pitkin Activities County Planning and Zoning Commission on 4/4. Craig Thompson ■ Bernadette Barthelenghi joined the Department on 3/13 as Landscape Architect. Environmental and Wildlife Activities Activity/StaffManager Status Brush Creek Field Guide ■ Staff to present funding recommendation at Dawn Keating 4/3/2000 TC meeting. Snowmass Sun article on 3/15 had numerous errors that staff will clarify with Council on April 3. ��� 3 SLC and ASC WEMPS April 17, 2000 meeting scheduled for Council to Dawn Keating review annual WEMPS. Staff will provide comments. Snowmass Nature Center ■ Staff analyzing Divide site per Council direction. Dawn Keating Community Enhancement Projects Activity/Staff Manager Status Owl Creek Trail ■ Appraisal completed. Dean Stahman ■ Dave Will (PitCo Open Space)preparing letter with offer for Peter Gruber. ■ Letter to be sent within next two weeks. Plans & Policy Development Activity/Staff Maiiager Status Affordable Housing Mitigation ■ Staff pursuing accurate employee figures for land Leslie KlusmirelJoe Coffey uses in mitigation formula. Census 2000 ■ Complete survey. Attended a meeting on tourism Victoria Giannola and economic development with Pitkin County on February 25. Conference Center ■ Met with SVRA on November II for pre-application Victoria Giannola on Conference Center Expansion. Comprehensive Plan ■ Edit transportation and housing maps. Editor Victoria Giannola updated text and is printing 50 copies for binding. Floor Area Excise Tax ■ Preparing finalized Ordinance 2 mailout to Victoria Giannola interested potential applicants. GOCO Grant ■ GOCO grant application due 3/3 for stream Dean Stahman restoration trail/park at four seasons condos. ■ Grant pending. ■ Need easement agreement with Seasons Four. Greenway Master Plan ■ Received approval from GOCO to extend Craig Thompson completion date to 612000. ■ Revising proposal for completion ofproject from support consultant. 131 Land Use Code Amendments ■ Oversee staff and planning commission comments Victoria Giannola on Article V and Article IV. Article 1 ■ Article 2 ■ Rezoning Clarification ■ Tourist Oriented Business ■ Misc. Comp Plan Integration ■ go Properties w/o zones ■ " Permitted Use Chart ■ MM Home Occupations ■ Floor Area & Height Area ■ Article 4 ■ Compatibility Criteria ■ Minor Modification Criteria ■ Public Notice/Application ■ Review Process 00 Zoning Enforcement Provisions ■ Developer/staff Information ■ Timing Build-out criteria ■ Zone District Map ■ FAR Variance Criteria ■ am Employee Housing Impact ■ Mitigation Sign Code Amendments ■ Y Design Review ■ Watershed Management Plan ■ Scoping for Phase II ofproject has been completed. John McCarty ■ Final sampling event will occur in March. Major Development Review Update Project / Manager Update The Timbers at Snowmass ■ Town Council to adopt draft resolution March 20. Chris Conrad Geotechnical info for shoring wall distributed to Town Council March 17. First reading of ordinance to authorize permit to commence limited work prior to final PUD scheduled for April 3. ■ Material distributed to Town Council March 17`h. Ordinance first reading April 3. Seven * Ranch ■ Extension granted to March 200. Council action Gary Suiter/Steve Connor needs to be taken on 20 on another extension. � q0 Minor Development Review Update Project / Manager Update Fos Run ■ Prepared staff report regarding request for Victoria Giannola additional floor area and scheduled for April 17 Town Council meeting. Nature Center ■ 151 reading of ordinance accepting the wildlife Chris Conrad report and adopting mitigation and enhancement plan to occur April 3. Tamarack Minor PUD Amendment . Minor addition to create new office space and Chris Conrad improve pool locker rooms. Pre-application conference occurred. Application to be submitted shortly. Administration Modification, SUP, TUP, Variance Project / Manager Update Administrative Modifications ■ Lot 47 ,Pines ■ Lot 36,Two Creeks. Administrative TUP ■ Mountain Dragon Chinese New Year ATUP. Complete final letter of conditional approval. Special Review • Sprint Spectrum Cells Site at Rodeo Grounds special review app for outdoor transmitter equipment area and arena light pole antenna attachment scheduled for PC April 5. • Sprint Spectrum Cells Site at Rodeo Grounds special review app for transmitter equipment room addition and concealed antennae attachments to restaurant scheduled for PC April 5. Variances ■ Lot 61, Horse Ranch-PC approval 10120. Revised plat amendment submitted. PC granted 60- day extension. • Lot 64,Horse Ranch Notice published for public hearing on a building envelope adjustment. • Lot 24,Ridge Run 4-continued to 4/5. • Lot 44,Two Creeks-PC Hearing on 3/15. • Lot 44,Pines-Planning Commission 4/19. • Lot 50,Ridge Run III—Planning Commission 4/5. ' q '6 Enforcement Update Project / Manager Update ASC Control Building Compliance IN SPA amend. Application is incomplete. Dave Ellis Gracie's Cabin PUD & Plat ■ Staff report prepared on vesting date for Town Dave Ellis Council March 6. ■ Preparing final Subdivision Improvement Agreement with extension of vesting date. Research • Determine zoning status of Cafd Inc. cart on mall. Detective Chris Conrad • Determine Zoning status of popcorn wagon and service area on mall. • Determine use status and provisions regarding dumpster/compactor at Conference Center. • Determine outstanding PUD's & Building Permit matters regarding Snowmass Chapel. Pending Update Project / Manager Update ASC Ski School Building IN SPA Amendment. Dave Ellis ■ Application received& deemed incomplete 8119. ■ Waitingfor title certificate and owner consent. ■ Follow-up request 1119. AT & T Cell Site @ Timberline ■ Pre-application conference held. Maintenance Building ■ Amended lease required, Town-owned land. Chris Conrad ■ SPA modification. ■ AT&T will submit app when survey is completed. Design Workshop ■ Attended meeting with Gary Suiter on 2/9/2000. Victoria Giannola Snowmass Real Estate Expansion ■ No application received at this time. Chris Conrad ■ Applicant considering whether to submit sketch plan application. q 2.7 Snowmass Water& Sanitation ■ Possible re-zoning of all Water& Sanitation Chris Conrad parcels to PUB—Public along w/possible employee housing project ■ Preliminary discussions occurred—No application received at this time. ■ Prepare staff review and report on plan processing of application for employee housing. Timberline Meeting Room & Pool ■ Below grade facility adjacent to pool. Facilities Building ■ Staff researching past approvals and establishing Chris Conrad correct process for review—no application received at this time. Wildcat Ranch ■ Preliminary discussions occurring involving Chris Conrad employee housing and maintenance facilities within ranch manager's parcel ■ No application received at this time. Project Update Coordination-Gary Suiter 923-3777 ext. 206 Public Works-Hunt Walker 923-5110 Housing-Joe Coffey 923-2360 Community Development-Craig ThompsonNictoria Giannola/Chris Conrad/Dawn Keating/Dave Ellis/Kaye Gaunt 923-5524 Town Clerk -Trudi Worline 923-3777 Finance-Marianne Rakowski 923-3796 Police Chief-An Smythe 923-5330 Sunday I Monday I Tuesday I Wednesday Thursday Friday Saturday March 2000 1 2 3 4 5 6 7 8 9 10 11 2:00PM -TC WS 4:OOPM -TC Reg. 12 13 14 15 16 17 18 2:OOPM-TC ANNUAL EOTC WS CULTURAL MEETING ARTS PUBLIC ASPEN FORUM COUNCIL ANDERSON CHAMBERS RANCH 4PM SCHERMER ROOM 19 20 21 22 23 24 25 2:OOPM-TC CAST Mtg. CAST Mtg. WS Denver Denver 4:OOPM-TC Reg. 26 27 28 29 30 31 Mall Partners Mtg. CONF. CENTER Sunday Monday Tuesday Wednesday I Thursday Friday Saturday 1 April 2000 2 3 4 5 6 7 8 2:OOPM—TC WS TOWN MTG. TOWN 4:OOPM—TC NOON— MEETING 5:30 Reg. ANDERSON P.M.— RANCH ANDERSON EOTC AT RANCH TOSV 4:OOP.M. 9 10 11 12 13 14 15 2:OOPM—TC JOINT MTG. WS WATER& SAN. 2:OOP.M. 16 17 18 19 20 21 22 2:OOPM—TC WS 4:OOPM—TC Reg. 23 24 25 26 27 28 29 30 I _._ Cc 3/za/00 'Ki- e'1`� Joseph Wells Land Planning, Inc. U 602 Midland Park Place Aspen,Colorado 81611 Phone:970.925.8080 Facsimile: 970.925.8275 e-mail Address: jwells@sopris.net March 9,2000 Gary Suiter, Acting Planning Director Steve Connor, Town Attorney Town of Snowmass Village 16 Kearns Road Snowmass Village, Colorado 81615 Delivered by Facsimile to 923-6083 and 925-9199 Dear Gary and Steve: I am writing on behalf of Seven Star Residential Partners,Ltd.,Snowmass Land Partners,Ltd. and Snowmass Partners,Ltd., owners of Seven Star Ranch. I reqquest that the Town Council continue its review of the Seven Star Ranch Final PUD Application for an additional 30-day period,from March 20,2000 until no later than April 19,2000, in order to give the Town Council more time to consider an ordinance regarding the Seven Star Ranch Final PUD Application. A y, P-4� Joseph Wells, AICP cc John Sullivan Gideon Kaufman MK CENTENNIAL 102 SEVENTH STREET I TEL 9701928-8599 -- ATRIUM SUITE 111 P.O.DRAWER 606 FAX 970/928-8526 OQwrGNNwL QrvowQQrawo,wo. GLENWOOD SPRINGS.CO !1602 ■ DATE: March 16, 2000 • TO: Snowmass Village Town Council • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Town Council Package - 20 Mar 2000 Meeting Transmitted herewith are the following documents for the Council Meeting on 20 Mar. Mass and Scale Decisions Memo - Memo identifying the needed decisions on the mass and scale for the project. Mass and Scale - 9 Mar Staff Meeting Notes - Memo detailing the discussions on the mass and scale of the project. Draft design standards revised 9 Mar are attached. Conceptual Design Review - 9 Mar Staff Meeting Notes - Memo describing the 9 Mar direction of conceptual design and discussion of the options and evaluations for Kiss-n- Ride layouts. (Included for background information) Conceptual Design Alternatives H and I Review - Memo describing the alternatives in their current state of conceptual design. Plan sheets are attached. The work session is planned for two hours. I suggest the following agenda: Mass and Scale Design Standards 20 min Design Decisions 20 min Alternatives H and I Review- Function & Mass and Scale Issues Transit Plaza Layout 20 min Lower Parking Plaza Layout 20 min Kiss-n-Ride Layout 20 min Upper Parking Plaza Layout 20 min MK CENTENNIAL 402 SEVENTH STREET I TEL 970/928-8599 ATRIUM SUITE 111 P.O.DRAWER 909 FAX 970/928-8526 CINTHNNIAL ENOINECii1N0.INC. GLENWOOD SPRINGS,DO 91902 ■ DATE: March 16, 2000 ■ TO: Snowmass Village Town Council • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Mass and Scale Decisions The following decisions on mass and scale are necessary for advancing the design of the project. According to the project schedule, these questions are posed to the Town Council for decision for the 20 Mar Council Meeting. The decisions have been culled from the 20 Jan Design Decision Memo to reflect the current state of the conceptual design. Notes regarding the specifics discussed at the 9 Mar Staff meeting are attached. 13. What height above existing ground can the parking structure be designed? As the conceptual design progressed to include a parking structure in Lots 4 and 5 as well as one in the upper lots, this question needs to address both structures. 14. Is further analysis wanted on the difference in cost of a parking structure, comparing the costs of a totally underground structure with structure heights above grade of 10 feet, 20 feet, etc.? With the current direction of the conceptual design, this question may be best if left to a later date. 15. What is the maximum retaining wall height on the Brush Creek side of relocated Snowmelt Road? 16. For the current concept, is the size of the overall area for Transit Plaza acceptable? 17. Is the size of the Welcome Center and Pedestrian areas acceptable as in the conceptual design?If not, what size is more suitable? The original (1999) conceptual design of the welcome center has already been addressed in that it was determined that a Welcome Center should be considerably smaller. r w MK CENTENNIAL 402 SEVENTH STREET I TEL 970/928-8599 ATRIUM SUITE 111 P.O.DRAWER 309 FAX 9701928-8528 CONTCNNIAL ENGINEERING.INC. GLENWOOD SPRINGS.CO 37302 • DATE: March 16, 2000 • TO: Gary Suiter • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Mass and Scale - 9 Mar Staff Meeting Notes • meeting on the mass and scale of the transit and parking plaza was held on 9 Mar and included discussion on design standards, mass and scale parameters, review and discussion on the conceptual design alternatives, and review of the kiss and ride options. Those in attendance included Jack Hatfield, David Peckler, Art Smythe, and Chris Kiley. The intent was to get staff direction on the issues and prepare for the Council Meeting on mass and scale scheduled for 20 Mar. The agenda and Design Decisions are attached to these minutes. The discussion on the conceptual design reviews are under separate memo. Mass and Scale Discussion Each of the draft design standards were reviewed one by one, with the revisions attached to these minutes. The areas of focus to mass and scale issues were as follows, and include a brief of the discussion: Overall Size of the Transit Level - Several concerns were expressed by Jack Hatfield regarding the overall size of the transit area, indicating strongly that the design included too much space for buses, approximately one too many for RFTA and two too many for TOSV. This concern stems from the overall size implications of the plaza as well as the unknowns in the Base Village development. David Peckler strongly objected to under- designing the plaza and not accounting for future growth. It was suggested to continue the design to accommodate the current parameters established for buses and to continue to minimize the overall mass and scale of the project. ADA Parking- Standards call for providing one space for every fifteen. It was suggested to discuss the issue with Challenge Aspen to determine how to best serve the needs in both terms of number of spaces and location. Access to and from the transit level would also be discussed. Snowmass Village Transit & Parking Plaza Mass and Scale - 9 Mar Staff Meeting 16 Mar 2000 Page 2 Parking Structure Height-Major concerns were expressed by Hatfield regarding the overall height of the parking structures. Anything over two decks above grade would be unacceptable in his terms, and attempts should be made to reduce the height even further. This was true for both the structure in Lots 4 and 5 as well as the on in the upper lots. Retaining Wall Height- Major concerns were expressed by Hatfield regarding the overall height of the retaining walls exposed on the Brush Creek view shed. As detailed in the draft design standards, the height above existing ground would be limited to 18 feet, and the height above final grade would be 12 feet. The difference as explained, was that grading and landscaping could be placed so that even if the wall was 18 feet above existing grade, the final exposed retaining wall surface could be limited to 12 feet. Hatfield suggested to minimize the retaining wall exposure over existing grade to less than the 18 feet and that the 12 feet of exposed retaining wall may even be too high. It was pointed out that an existing scar at the curve into the existing bus plaza could be made to look better than it is currently. A suggestion was made of terracing the retaining walls over a certain height to minimize the visual intrusions. While no actual limitation was reached at the meeting, it was determined to continue to strive to minimize the retaining wall heights through good engineering and creative application of landscaping and terracing. Town of Snowmass Village Mall Transit and Parking Plaza 9 Mar 2000 Final Conceptual Design, Field Investigations, Process Management Mass and Scale Staff Meeting Agenda I. Purpose of Meeting II. Review of Draft Design Standards III. Discussion of Mass and Scale Parameters IV. Development of Mass and Scale Design Standards V. Current Status of Conceptual Designs VI. Review& Discussion of Conceptual Designs & Options VII. Review and Discussion of Kiss-n-Ride Option Matrix From the Design Decisions Memo of 20 Jan 2000,the following is reproduced with regards to Mass and Scale: The height exposure above existing grade of the parking structure is an area that needs definition. Conceptual designs have been made where the structure is essentially underground and also where approximately 10 feet above the existing grade.The higher the structure is above ground,the lower the cost of the structure. 13. What height above existing ground can the parking structure be designed? 14. Is further analysis wanted on the difference in cost of a parking structure, comparing the costs of a totally underground structure with structure heights above grade of 10 feet,20 feet, etc.? In order to relocate Snowmelt Road to accommodate the Transit Plaza,the current concept uses a retaining wall on the Brush Creek side that is approximately five feet in height.Alternative Transit Plaza designs that may be developed in this process could benefit from more extension towards Brush Creek. 15. What is the maximum retaining wall height on the Brush Creek side of relocated Snowmelt Road? The size of the Transit Plaza is mostly a function of the number of bus bays and the circulation. 16. For the current concept, is the size of the overall area for Transit Plaza acceptable? Discussions during the conceptual design provided a design of a Welcome Center and pedestrian area that was designed by Ben Wood that could have multiple uses other than just as a Welcome Center, namely as a gathering area for special events. 17. Is the size of the Welcome Center and Pedestrian areas acceptable as in the conceptual design? If not, what size is more suitable? Discussions will focus on the mass and scale parameter decisions above and the translation of the parameters into design standards. Snowmass Village Transit & Parking Plaza DRAFT Design Standards Revised 9 Mar 2000 Roadways Lane Width 12 it Shoulder Width (paved) 4 ft Max Grade 8 % Max Grade (Snowmeit) 12 % Roadway Cross-Slope 2 % Shoulder Cross-Slope 2-6% (if heated, may be greater) Parking Structures Clearance 8 ft 4 in Deck Depth 3 ft (conservative assumption) Space Dimension 9 ft x 19 it (900) / 9 ft x 21.5 it (60°) ADA Parking 12 ft - 1 space for every 15 spaces ' Minimum Turning Radius Cars to 19 ft: 24 ft outside/ 13.8 It inside Max Height above Existing 30 ft Max Height above Final Grade 25 ft Minimum Walkway Width 8 ft Transit Level Clearance 13 It 6 in Bus Bay - TOSV 8.5 ft x 30 ft (vehicle) Bus Bay - RFTA Coach 8.5 ft x 40 ft (vehicle) Bus Bay - Articulated 8.5 ft x 60 ft (vehicle) Bus Spacing 6 It Minimum Turning Radius 30 it TOSV Shuttle 42 ft outside /27.8 ft inside 40 ft RFTA Coach 42 ft outside / 24.4 ft inside 60 ft RFTA Arctic 38 it outside / 14.0 It inside Waiting Area 7 - 9 sf per person for up to 500 persons Minimum Walkway Width 6 It Kiss-N-Ride Turning Radius Cars to 19 ft: 24 ft outside / 13.8 ft inside Minimum Walkway Width 6 ft Pedestrian Access Clearance 8 ft 4 in Stairway Width 8 ft Ramp Width 6 It Max Grade (Ramps) 8.3 % w/ 5 ft landing for 2.5 ft rise (ADA) Moving Ramp Width 3 ft 3 in Max Grade (Moving Ramps) 21.3% Snowmass Village Transit & Parking Plaza DRAFT Design Standards Revised 9 Mar 2000 Page 2 of 2 Loading & Delivery Clearance 13 ft 6 in Turning Radius 40 ft truck : 40 ft outside / 18.9 ft inside Bay Width 10 ft Bay Length 50 ft Dock/ Ramp Width 10 ft Max Grade (Roadway) 8 % Max Grade (Ramps) 8 % Retaining Walls Max Height above Existing 18 It (consider terracing when > 10 ft) Max Height above Final Grade 12 ft (consider terracing when > 10 ft) Max Length of Continuous Run 500 ft Structures Max Height above Final Grade 25 It (two stories) * Coordinate with Challenge Aspen MK CENTENNIAL 402 SEVENTH STREET I TEL 9701928-8599 _-- ATRIUM SUITE 111 P.O.DRAWER 900 FAx 970/928-8526 OIE VENNIAL GNOINHHRINO.INC. GLENWOOD SP ill 01GG2 ■ DATE: March 16, 2000 • TO: Gary Sutter • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Conceptual Design Review - 9 Mar Staff Meeting Notes The review of conceptual alternatives D, E, F, and G was held in conjunction with the mass and scale meeting. This memo details the discussion on the conceptual design reviews. Those in attendance included Jack Hatfield, David Peckler, Art Smythe, and Chris Kiley. Conceptual Design Reviews Alternatives D, E, F, and G were discussed with the intent of narrowing the options down to two alternatives. The differences in alternatives were that two contained variations on the alignment of the Lots 4 and 5 parking structure with Daly Lane, and two variations in transit plaza layout - single vs dual island layouts. During design, it was determined that a maximum of 20 total spaces could be realized by realigning the parking structure with Daly Lane. A loss of three bus spaces on the transit plaza would be lost in this re-alignment. It was determined that the realignment to match Daly Lane was not the best move, as the loss to the transit plaza was far more critical than the gain of 20 parking spaces. It was determined to pursue two alternatives, one with a single island and one with a two islands. Kiss-n-Ride Option Matrix Three alternative kiss-n-ride options were reviewed in the context of an option matrix (attached). The three alternatives are framed around how they are accessed.The first, was perpendicular access off Elbert Lane. The second was for access off Brush Creek Road, similar to earlier designs. The third, a rather novel idea, was to incorporate a circle access off Elbert Lane. After discussion, it was concluded to pursue two of the three in the next set of alternatives, namely the Brush Creek Access and the Circle Access. Snowmass Village Transit & Parking Plaza Kiss-n-Ride/Short Term Parking Option Matrix Consideration Elbert Access Brush Creek Access Circle Access Ease of Access 3 1 2 Ease of Circulation 2 3 1 Ease of Exit 2 3 1 Traffic Congestion on Brush Creek Road 2 3 1 Traffic Congestion on Elbert Lane Extension 3 1 2 Traffic Congestion on Upper Snowmelt Road 2 3 1 Pedestrian Access to/from Pedestrian Level 2 3 1 Pedestrian Access to/from Elbert Lane 3 2 1 Pedestrian Access to/from Parking Structure 3 2 1 General Pedestrian Safety 3 2 1 Kiss-n-Ride Opportunities 3 2 1 Parking Structure Management Opportunities 2 3 1 Short Tenn Parking Opportunities 3 2 1 Vehicle Access to Mall Opportunities 2 3 1 Aesthetics 3 1 2 Cost 1 3 2 1=Best;2=Better, 3=Good �tcQ'tG 1� 7 ��L�so�xLt�-rt' 1 . My t_ �Lt�i s �tosk cR�s t Do E R-- �oSy� i ��� Y f � r `• ._ A ' yj/1��J�• ��. ' J . 1 .:I r = M 41 • �ISti • N - ��bE- / EL,CAT D SNOWM °°` OAD El R I iF 10 H 0) P O E MATCHLI I E o I TRAM F�VEL ELEV. 585 � 7 9 J 1 J W KIOSK i SNOWMELT ROAD woo. Bus L s za Ho- UPPER SNOWMEL'T ROAD \ J i 'SNOWMASSS W MALL m ALTERNATIVE D SN GMA�S VLAG SNOwMASS VILLAGE MbR�.�--- TRANSIT LEVEL_ ,.: " TRANSIT AND PARKING PLAZA " _ / _ _ OCAT SNOWMEL GAD i % le w n PEDESMRIAN ACCESS a ZZ FROM LOTS 4 AND 5 0 P E MATCHLI I i SNOWMELT ROAD s s UPPER SN,OWMEII ROAD J w m I SNOWMASS N x 'I z _ MALL o o. o cf I (D I / � - ,,��,, SNOWMASS VILLAGE £ ALTERNATIVE D I SAWS V LAG PEDESTRIAN LEVEL i _ �� TRANSIT AND PARKING PLAZA . EI�CATED SNOW \ ROAD � c- •�g i I W \ Y X W to W _ P OFILE TCHLINE NpSN \ I J • w RANSIT LEV \= ELEV.8585 'V / <� SNOWMELT ROAD j BUS L � UPPER SW MEb ROAD J \\ / z \ ISNOWMASS j _ MALL a ' a I -'6 a) - v ALTERNATIVE E SNOWMASS VILLAGE - TRANSIT LEVEL_— _ --_. SN &q-S V&LA& TRANSIT AND PARKING PLAZA ELOCATED�,$HOW MEL, 'OAD EDES IAN EVEL � W # I DESTRIAN ACCESS d i ! .n F OM LOTS 4 AND 5 r _ I � P OFILE TC LINE I r v o I o J J j •\ I, - % ROAD :► / >; - UPPER SNOWMELT ROAD ! ;SNOWMASS. x j; 1 MALI o \\ a \ � I \ J ' I ALTERNATIVE E �,�Myy r� SNOWMASS VILLAGE PEDESTRIAN LEVEL__ - =j SNOAMRJS V&LRa TRANSIT AND PARKING PLAZA XI SNOWMELjRp I ' I T o ', P920FILE IM CHL IN „J� I J1III9 ® eF\� II J \ i I 1 SNOWMELT ROAD - 4m Bus s \ i _ UPPER SNOWMECT ROAD ` - A� Z \ ISNOWMASS MALL I m ALTERNATIVE F SNOWMASS VILLAGE �ARB�ppg(� TRANSIT LEVEL SNAUS V&La AAj TRANSIT AND PARKING PLAZA \ \ \ OCAT oo,rk w �SNOWMELT pqp '�a # \ 1 EDEST IAN L VEL PEDEMMAN ACCESS r 'I \ FROM LOTS 4 AND 5 PROFILE M CHUN , O wo O qo\\ J J W O K ' Cam] ..+► SNOWMELT ROAD / jF BUS UPPER SNOWME V J / m SNOW MASS ! \ \ MALL o a cc ALTERNATIVE F _ 9F SNOWMASS VILLAGE PEDESTRIAN LEVEL SNOGMAJS V�A TRANSIT AND PARKING PLAZA - ��•�-= ELOCATED�SNOWMEL . ROAD w is •u• I ~ TRNEV r5 LEVEL ELEV. _ G W a n 8 I ji o m P O '•ILE\M L E O II ~O O W \ Im u \ � ay � � � I i � � �► SNOWMEI*-RGtB- j BUS l a;r U PPER SNOWMEN ROAD �\ \ �d \ 1`-� I o Z J s \ Z ! \ \1\ n 1 /" \ J SNOWMASS; MALI � I ALTERNATIVE G — — -- SNOWMASS VILLAGE TRANSIT LEVEL _ $NOBMA $ V klA TRANSIT AND PARKING PLAZA _ MAR$gz000 --- a_ • - - ..,,-. -- - =v= y — E1�CAT SNOWM EL OAD � EDES IAN EVELI j ow x X T WSIT LEVEL / w LEV.8585 \ \ w z 3F DESTPoAN ACCESS a I I F OM�L0T94AN0 5 r I PROFILE M L E _ A SNOWMEL���`�• � �► i /4— BUS L UPPER SNOWMEN ROAD ? J 1 r / $ SNOWMASS w MALL ED J \ ----- - - _-- SNOwMA55 VILLAGE _ - ALTERNATIVE G - - �---°AR-0"9-2pOp--- PEDESTRIAN LEVEL S MASS V�La - - -. _ TRANSIT AND PARKING PLAZA ---- -- - RELOC TEO SNOWMELT ROAD '741, '. _ J i w \ TMTMTTrl Il P FI E MATCHLI I 1 0 ,.per LEA` } J ELEV.asas I p m / l SNOWMELT ROAD ROAD UPPER SNOWMEL � ` B � •�. \ i SNOWMASS/"-� \ ! 0 \ ) A / a< 'I MALL o - J U I I 1, 0. _. , -- -- ALTERNATIVE D&F SNOWMASS VILLAGE PARKING LOT'S_-4d5__ -. SNOAWSY&LAG TRANSIT AND PARKING PLAZA Iy, - -- —=-- - :>__ RELpCAT 0 SNOWMEL OAD °°"""p/' i• z � I PNWNG LEVEL 2 / W # 11 ELEV.8570 J J i SNOWMSIT ROAD y. WMELf I � _ UPPER St�O \ � 1 z o MALL o ys m 3 J r :^�_._- ALTERNATIVE D&F ,� SNOWMASS VILLAGE --J PARKING LOTS 485 �� TRANSIT AND PARKING PLAZA = ��•-�� --='=` EI`CA7ED SNOWMEL ROAD I \^ SS y LEVEL t EV. kY855) Q, P 0, E MATCHU E J O �I w I \ Iw _ SNOWMELT ROAD < - UPPER SNOWMELT ROAD iN J m 1 0 I 'SNO MASS Y \ MALL o a to \ I _ ALTERNATIVE D&F ,� SNOWMASS VILLAGE = PARKING LOTS SNOGNA�S V&LAAGL TRANSIT AND PARKING PLAZA _—�� __:. •_°—_-- '-<" �r e r G M7 ..+•r rr .- Ogg MINE Effim ' 4'✓•1C IIJ ELOCATEO SNOWMEL;T OAO r \� ILET.I L /E 0 4 i i I J i J \ P LEVEL ] a• � SNOWMEL��—' j f ^\ ens , ROAD ME� zd •a q - W SN�0 � �•� UPPER \ J O � SNOWMASS MALL p 0 \ J U \ co I I � A LTE RNATIVE E&G SNOWMASS VILLAGE NAR-0 PARKING LOTS SNO&SY&LAG �,, TRANSIT AND PARKING PLAZA - - �� ELOCAT SNOWMELTROAD I I m _ � I'r , P O ILE\M L E / O LE Z I 657 EV. \ I SNOWMELi-� ? l 8s \ s � UPPER SNOWMEN ROAD � s I o r � I �SNO MASS MALL cr ' 1 03 I I � I I� i s:= ALTERNATIVES E8G ! : - __ — aa SNOWMASS VILLAGE � �MAy- —I PARKING LOTS 485 j S NMAJS V�LA�G�F� TRANSIT AND PARKING PLAZA - -.__ .,-- --- OCATE � SNOWMEL\ ROAD . 1 P O ILE L E i O � O � - SNOWM,EL*-R9AB". UPPER SL ROAD / �¢ o x iSNOWMASS� _ MALL SNOWMASS VILLAGE ' -�'—� ALTERNATIVES EdG q PARKING � `� TRANSIT AND PARKING PLAZA -- - - i MK CENTENNIAL 402 SEVENTH STREET I TEL 970/928-8599 ATRIUM SUITE 111 P.O.DRAWER 300 FAX 970/928-8526 OINTINNIAL ENOINEEfi1NO. INC. GLENWOOD SPRINGS,CO 01602 • DATE: March 16, 2000 • TO: Snowmass Village Town Council • FROM: Joe Kracum, PE • SUBJECT: Snowmass Village Transit & Parking Plaza Conceptual Design Alternatives H and 1 From the staff meeting of 9 Mar, two alternatives were to be pursued, each showing options for entrance to the transit plaza, transit islands, and kiss-n-ride layouts. Each of these options can be applied on either alternative, but are only shown on one for brevity. The parking structure in Lots 4 and 5 (Lower Parking Plaza) is the same on both alternatives. Note that elevations on the plan sheets are relative only and will be adjusted once the final survey and mapping tasks are completed. Entrance to Transit Plaza Options Entrance to the transit plaza can be made by either a slip ramp off Brush Creek Road or at the intersection of the extension of Daly Lane; both are shown. Either can be made to work and is more of a preference of the transit operators and the interface with commercial vehicles. As the loading and delivery dock has been removed from the transit level with the intent that Parcel C would become a more efficient loading and delivery function, commercial vehicles would enter off Brush Creek Road onto the extension of Daly Lane to access Parcel C. Further tuning of this access will be made once the choice of islands is made. Island Options Discussion continues on whether a single island or a split island transit plaza provides for the best operation. At this point, except for the issue of pedestrians having to cross bus paths, the split island option is becoming more popular with the transit operators. Therefore, both options are included. The single island provides for 2 RFTA articulated buses, 3 RFTA 40 ft. coaches, and 10 TOSV shuttles. The split island provides for 2 RFTA articulated buses, 4 RFTA 40 ft. coaches, and 10 TOSV shuttles. There remains flexibility Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and I 16 Mar 2000 Page 2 of 4 in assignment of these bus bays. The main advantages of the split island option are flexibility, elimination of RFTA buses circulating the island, and potential accommodation of charter buses. The designs show a straight curb for unloading of buses and a sawtooth for loading. The plaza has been designed to accommodate both, and should a decision be made after the plaza is built, changes can be implemented to provide one or the other. Rough layouts for ramps and an elevator to the Pedestrian Level, enclosed waiting area, restrooms, and a transit information kiosk are shown on the Transit Level for dimensional relativity in accordance with the basic design criteria. These layouts would be fine tuned once the island layout and Pedestrian Level are finalized. Lower Parking Plaza The alternatives were tuned to provide maximum parking spaces in the parking structure in Lots 4 and 5 (Lower Parking Plaza), minimizing loss in Lot 3, all while maintaining the project parameters for transit operations. Access to the Lower Parking Plaza is at the intersection of Campground Lane to Level 1. Level 1 is provided with minimal grading of existing ground and provides some parking, but is more of an access to the levels above, using internal ramps. Levels 2 and 3 provide for approximately 100 spaces each. The top level, Level 3, is not covered. An option remains, which is not shown, to provide for an additional level above Level 3, which would be near the elevation of the Pedestrian Level. The fourth level could either be a full level, accommodating another 100 spaces, or a level extending only to the elevator with an approximate capacity of 50 spaces. With only a partial level, some tuning would be needed to accommodate the internal ramps. Egress from the Lower Parking Plaza would be at Campground Lane. The parking displaced in Lots 3, 4, 5, 6, and 7 by the Transit Plaza and the Lower Parking Plaza amounts to 238 spaces. The Lower Parking Plaza, considering the three levels shown, includes approximately 213 spaces, thereby replacing all of the displaced spaces short of approximately 25 spaces. As the design of the Lower Parking Plaza in is the conceptual stage, a conservative estimate for has been made for the parking spaces. As the design is optimized, more parking spaces will be realized, which could bring the total close to the total displaced parking. Access to the Pedestrian Level from the Lower Parking Plaza is made through an elevator basically at the center of the plaza to the level of the Pedestrian Level. From there, a bridge or deck structure would connect the Lower Parking Plaza to the Pedestrian Level spanning the extension of Daly Lane. This connection could be one of the architectural treatments that provides for an entry statement to the Village. l ' Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and 16 Mar 2000 Page 3 of 4 Kiss-n-Ride Options Brush Creek Access Option Alternative H shows a layout similar to early designs, which is accessed off Brush Creek Road. This access is also the entrance to the Upper Parking Plaza. Egress from the Kiss- n-Ride would be made through the Upper Parking Plaza, as exiting back to Brush Creek Road would not provide prudence in intersection design. Approximately 34 spaces are shown in the layout for short term parking. The Kiss-n-Ride hugs the curve of Elbert Lane and Upper Snowmelt Road and provides pedestrian access to the Pedestrian Level under an Elbert Lane bridge. Circle Access Option Over the last few months, several concepts have arisen as to the layout of the Kiss-n-Ride. Each of the layouts had their drawbacks in that, access to and from was not efficient, intersection designs were borderline, drop off locations were too far from the Mall, and the concepts just did not have the open air feeling desired as an entry to the Mall. On a few occasions, the circle drop off from years ago would be raised with glimmering eyes. The Circle Option attempts to address all of these issues, and is illustrated in Alternative I. Access to the Kiss-n-Ride would be off a ramp off the extension of Elbert Lane, with options to enter a short term parking lot with approximately 32 spaces, the Upper Parking Plaza, or the drop off area. The drop off area is in a two lane circle, one for parking and one for pass through, which goes under Elbert Lane and onto the edge of the Pedestrian Level. Vehicles could then exit the Kiss-n-Ride on a ramp to the extension of Elbert Lane, circle back across Elbert Lane to enter the short term lot, Upper Parking Plaza, or continue around the circle again. Kiss-n-Ride Evaluation An attempt to evaluate the different options for kiss-n-ride and short term parking was made through an evaluation matrix and submitted under separate cover. Essentially, the Circle Access Option appears to better address access, circulation, egress, congestion, pedestrian access to the Mall, parking management opportunities, and drop off experience better than most other options. In the absence of a detailed cost estimate of each of the two options, it appears that the two options presented may be approximately the same cost. The Brush Creek Access requires a significant hillside cut off Brush Creek Road with retaining walls and requires a pedestrian underpass under Elbert Lane to access the Pedestrian Level. The pedestrian Snowmass Village Transit and Parking Plaza Conceptual Design Alternatives H and I 16 Mar 2000 Page 4 of 4 underpass in the Brush Creek Access Option would be designed to allow limited vehicle access to the Pedestrian Level, with a portion of the Pedestrian Level designed to accommodate vehicle loading. The Circle Access requires an underpass to accommodate two lanes and pedestrian walkway under Elbert Lane, ramps to access Elbert Lane and the circle, and the Pedestrian Level along the circle's path would require a design to accommodate vehicle loading. From an overall perspective, these differences may show a wash in cost comparison. Pedestrian Level Only minimal consideration has been given to the shape and extent of the Pedestrian Level at this time. It is intended that once the Transit Level, Lower Parking Plaza, Kiss-n-Ride, and roadway configurations finalized, the Pedestrian Level would then be designed. The Pedestrian Level would provide for access to the Transit Level, Kiss-n-Ride, and Lower Parking Plaza. The Pedestrian Level would be designed to provide for natural light and air to enter the Transit Level, in addition to providing for a cool pedestrian experience. Plan Sheets Attached to this memo are 5 plan sheets and a profile section for each alternative. Elevations are conceptual and based upon the best available mapping at this time and will be verified once the final surveying and mapping is complete in late May. Utility locations and right-of-way issues will be addressed during the survey and mapping stages as well. sus°61 °9sa X99 Oi�� ;, 0659 A 0099 l<'S D--R-I- - -- - H R - VE - - ) ws,or - - z « o / ARAGE w PEDESTRIAN LEVEI D EXIT W EV. 8600 Ifj ARE 1 00 SF PROFILE ATCHLINE II J n W PO mI � Li w s I 1 N � I 30' SM 30'S. �o ) = - - Bs -LAt, CAS- I --' �� 0 o SNOWME �- ROD .� UPwER 1 - - -__ - Lo / f cNO / SNO W AI J o o ~ W co I Ln J O W I / MK CENTENNIAL DESIGNED DATE SNOWMASS DRAWN DATE- CHECKED CHECKED DATE SNbWMASS VILAGE TRANSIT AND ' OENTENNIgL ENOINEERINO.INO CAD OPER. DATE- obsa �� szsg� s —558 - S5S8� S'Sm -/ 59SL N R9 �\ - ---- s8s=�ssg RE \ � EDNOWME ROAD D -- a' PED STRIAN CCESS ROUT LOTS 41 AND 5 oon ELEV. 8610 ..p INFO �i n R�bGE l ,- OKi OS TRA\ IT LEVE I I ELE(V. 858 �� Ln L •,�R 'RF - ---SN WMEL ROAD a - - _ Ld ) Q3 i Z , :SS J � I � O IJ� 111 D VILLAGE o No. I DATE I DESCRIPTION I AL TERNAT I VE H I IRKING PLAZA PEDESTRIAN LEVEL I I PROJECT NO. 224900 I SHEET OF v' Jysg S1S0 �S 016 9g 9� �� � 06S8 \— S98 A 009A— 56-- \ 9� O Sul S,0/ 0 _ S W � it i ARE 7 000 SF 'N I J � PROFILE : ATCHLINE i m ols IS! N � CS ��hQ� UPPER SN�OWMEL RO / SNOW' 7d' MA J o � W \ m w o l 1 � MK CENTENNIAL DESIGNED DATE /t� )r� SN OWMASS DRAWN DATE- SNV YY1T1riSS AGE CHECKED DATE TRANSIT AND CEMTENNIRL ENOINEERINO�INO CAD OPER. DATE- r S S9, ' 1 I `s8s`9 RE OgATE oOWME T�ROAD - - -1--,�c5� 'S,0 tr �O 1 i INFO 1 KIOS $ - \ �n J Yi - 1 i RAN IT�-LEVEL r LL 1 b EL V. 8585 � I 0 Ln RPT -- =- -- - SN?WMEEL ROAD J \ O ' CIL O O ' o ! 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DATE IE ovs8 sg ,f,` `S`O8 rao� RE OFAT Dl) NOW ill E ROAD PARKING LE EL 2 0 ~ w ELEV. B m m SNOWMEL ROADf Zd • cP J � n z1 RS 0 o a C) 59 1 � � V DDa - / ILLAGE N N °ATE DESCRIPTION ALTERNATIVE H RK I NG PLAZA ao VE o• 249PARK PARKING LS-HE OTS 4&5 S1SB`sg� p �_S O�yg o�, �•� cP �� O�gg� 0099 Ld l/ � I X w w i PROFILE'. ATCHLINE w m w �X) 1 ' i 0 `O s UP ER SNOWMEL�i ROPiD Ln Qo w SNOMWAL UJ m J o w MK CENTENNIAL DESIGNED DATE— DRAWN DRAWN DATE SN6&ss Alec —� CHECKED DATE J l/ JJ YIIYoLt Q TRANSIT AND P GENTENNiI.L ENOINEERINO.ING CAD OPER. 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Q o ° Z ASS Q3 Lo ° a 1 � a - i d aID Q z No. DATE DESCRIPTION VILLAGE , p ALTERNATIVE I IRKING PLAZA =1 PEDESTRIAN LEVEL PROJECT NO. 2249.00 SNEET OF 0 SLSB S8 O9 0688 9g � ----- Zg9 i<� `t`t1 l; S ' S 0 w ul iARE 1 300 x I HLINE m I w I o s 01 s I O's 0,S I UPPER SN�OWMEI ROP1D -' 1 - -- - --- i w SNOW/ AI J o F- w W m J Ln W i / l I MK CENTENNIAL DESIGNED DATE SNOWMASS DRAWN DATE CHECKED DATE SA r ASS%AGE TRANSIT AND CENTENNIAL ENOINEERINO.LNG CAD OPER. DATE 6559 S� �/—�--5958 �SBSB- RE EAT�NoOWME T-,,� IROAD +,w P U 5 s,0 Ln co _ I � 1 Y/ LL I INFb i KIDS I V 4 I Ln tr 4NS T LEVEL LE 8585 SNOWMEL ~ROAD CD J o Z ASS cc o a_ , a / ` o co � 59 � w � 0 i Lo v VILLAGE o No. DATE scHiPn ALTERNATIVE I IRKING PLAZA p d �� J TRANSIT LEVEL PROJECT NO. 2249.00 SHEET OF l \\ \ S1S8 R\ 5x 9 OS•919 - - W PROFILE 'M 'T _ X II J w Q _- ,�; "o UPPER SN�OWMELi RO�P�D - G uj SNOW i J i \1 0 W m Wc c - MK CENTENNIAL DESIGNED DATE �T /' p SNOWMAS` DRAWN DATE SN SJ AG �- CHECKED DATE J1V YYYYYY111VVV111/l1111JJVI Ltomdo TRANSIT AND GENTENNII.L ENGINEERING,INO CAD OPER. DATE � . 58-g,g g RE OEATE SNOWME�� ROAD ana►r sc ..�a � 1 w cP I � C � i - ' PARKING LEVEL 3 — � L V 8 - -- SNOW MEL ROAD i W o J Z ASS 0 o cL CL Lo U I I I VILLAGE " DATE oescRiPnaN ALTERNATIVE I ^RKING PLAZA W LEVEL 3 PARKING LOTS 4&5 rc PROJECT NO. 2249.00 1 SHEET OF a S6���\ 8 ;n --- - _.- W W Z Q k PROFILE :M TdHLINE m J W ' O� r l UP�ER SNTOWMEL�f RO � s L N ° SNO_ yV� UJ A tj o - MK CENTENNIAL DESIGNED DATE- DRAWN /' SNOWMAS`_ DRAWN DATE SNV SS AGE -� CHECKED DATE J YYlYlf1JJVI�L UU1l TRANSIT AND CENTENMAL ENCiNEEAll INC. CAD OPER. DATE IO(EAO V^ -- gs I, e� sg REtO ATE SNoOWMET�ROAD arom Sam&" o F ARKING LE IEL 2 J ELEV. �cn" II � ; I i - - SN , WMEL F ROAD - C) 1 ASS Ln 0 p m C7 In a h�o v J No. DATE E CRIPTION VILLAGE z� ALTERNATIVE I IRKING PLAZA LEVEL 2 PARKING LOTS 48.5 PROJECT NO. 2249.00 SHEET OF Z_ , OaP9 96 Ld W � m J I- 1 x w Lwd r - - - w m w I 0 m UPPER SNOWMEL RO� - C i - - ' i w SNOW \ J o ~ w �m ' W I I I MK CENTENNIAL DESIGNED DATE_ ,fir DRAWN DATE- SN SS AGE SNOWMAS° CHECKED DATE- T R A N S I T A N D ocv+crv« evovee..vo,mo CAD OPER. DATE_ ���� `SBSB °�ssg RE O�ATE ,�NOWME4 :D ROAD rwo �� � ° 1 �T�j'PARKI�G 1,EVEL 1 �p a -—ELEV.!J)557 i °j o Ln � Iq . _ I � ! -- -- - - S -6WMEL ROAD 0 -ou - --- S W Ln 7dJ o � Z \ `•. IASS l CL � �h90 c) `n D d VILLAGE o No. DATE DESCRIPTION ALTERNATIVE I 5] ^RKING PLAZA " LEVEL 1 PARKING LOTS 4& PROJECT N0. 2249.00 SHEET OF _ J Z t -1- 8b5o =r—— __— I 8b20 ARK - + i= — -- — - PEOE EL PfDE57� - - - - -- 8,590 - - - - - - 8-W - i- -_.- --_ ----- --- -- - -- - .__ 1 1 - 8,530 71 r 7_. c 8500 f _{ - - — --- -.- -- L�- � r- _ 111 r I -I 1 i- - L[ LJI { -I- 1 t-4d 12 /3 14 /5 MK CENTENNIAL DESIGNED DATE DRAWN DATEI C*i�� l�Tt (�C I SNOWMASS CHECKED DATE_ Jl`I SS YlY•LAUli CEMENNiAL ENO�NEER�NO�ANC CAD OPER. DATE_ lorado TRANSIT AND mmmmmmmmm �® E ME M ®MM M oil ONE I MEElm M ION 0 ME ME MN �i�,A T -- PROFILE PROJECT NO. 2249.00 NN W00 (� r CONDOMINIUMS AT THE BRIDGE AND LIFT #6 C`= J March 8. 2000 VIA FACSIMILE 923.1861 Mr. Chris Conrad Town of Snowmass Village PO Box 5010 Snowmass Village, Colorado 81615 Re: Timbers: Brush Creek/Faraway Westbound Bus Stop Dear Chris: Thank you for the description and basic design plan of the above mentioned bus stop. In our review of the plan we are pleased to note that the bus stop remains in the ROW and does not encroach onto the greenbelt. In an effort to preserve the important goals of the greenbelt and the Brush Creek restoration project we would like to suggest that the following conditions be included in any approval of the development of the bus stop: 1) Any redesign or relocation of the bus stop remain exclusively in the ROW easement: 2) All construction work on the improvement should be initiated from south side of the bus stop thereby minimizing any impact on the greenbelt or Brush Creek: 3) Any disturbance to the greenbelt. landscaping or Brush Creek shall be restored to the condition prior to the disturbance at a minimum and at best provide an enhanced buffer between the bus stop and the greenbelt: 4) A structure is Inappropriate at the site because (a) the bus stop principally serves as a drop-off location and not for pick-up and (b) any structure would significantly reduce the aesthetic quality of the greenbelt both from the view from Brush Creek Road and from the perspective of users of the greenbelt; 5) Additional in-fill should not be required unless recommended by John McCarty: 6) Any approval regarding the improvement shall include the endorsement of John McCarty as to the improvement's acceptable impacts to Brush Creek and greenbelt landscaping. Thank you for your consideration. Please call me with questions and comments. Yours very truly. WOODDBRRIDGEE CONDOMINIUM ASSOCIATION. INC. �0� J. Lance Burwell Attorney Snow ass Village,Colorado 81816 Box 6160 Managed by Village Property Management,Inc 970-9234360 W ® - �' �' • s ®4 Brm. units and their LCE ®3 Brm. units and their LCE Social units and their LCE a ® The Timbers Club Plaza Level CE apurtenant to all three above y Project Mop (no scale) �y J i a I IM 49M 4D A . MR Im V" Im JIM �4 Brm. units and their LCE 3 Brm. units and their LCE F7 Social units and their LCE The Timbers Club Parking Level CE apurtenantto all three above Project Map (no 5r o l e) Balcony/ Terrace 3 Bedroom unit This diagram is for building '13'. It is intended to represent the ® Limited common elements appurtenant to specific unit general condition of buildings A, B, C, D, L & M with respect ® Limited common elements appurtenant to 3 brm units to the common elements appurtenant to these buildings. The Timbers Club Typical Building --3 Brm. units Project Map (no scale) � PD Gas NA a CAP.8256.91 60 •55.4 -- 7OW ,i• AVW �1 B re of 0• i LOG , Y9 f ° i TOW _ •� SASE 68 44 ' T 84.0 BASE _)/ B2.0 TOW 60 °�_ .)4.0 BASE 67 W SE 4 ! - RAN TO 91 r BABE 88 '.. TOW. 8.0 B •0 TOW 91 1 � BAY 80 TOW BB % FARA BASE 74 {\Y Tow B6 BA RD• TOW 86 BAY 80 Y 74 TOW 86 BAY 84 BASE 82 l -� 72 TOW 02 TOW So '..TOW e . -' _ BAY T TOW B BAY 74 BAY 74 TOW 91 TOW 91 - BAY TOW89 _. BAY.BS i. BASE 85 . -BAY DB - TOW BB BABE 62 - - TOW 97,, TOW 108 JIASf 95 \ BABE 105 _(y_ � FlAl IENGTN .CS/F 6' %• stryler vbrerr.CMwuon / ^ A A C H I T E C T 6 r IVCM1 .0250.06 - \ 1RA+r+rwNgtt)rz.er----- - n �-6'eOWC'ILti'��_ \- " _. � mrexs-roar)aOVmroa . .. tzeW` OMVELABFP D�. - PARCEUN' CAp - Tow. - BASE 61 k REPAINING WALL ` rv"LE) rm-. `\. BASE.69 �u TOW.]B _. .SOW N BASE..69 ,- RELOCATE GUARD M" - •.� -. 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I _ � Bllbyp WEST ELEVATION +�I Tsa TZIAZZ" Cxvs DAM 186UB: 26 E1.1R0119A PROAL R¢V@W 9M1B 1999 PBBIM.B[:VIgW 60ffiMTC 61N101PB 16MYIM SQ Tlc UMYIM 80® m FAQ 11J I _ — rreTAl woriw eNDV6 Mlm Drsxai ul JLIJI "D6®.AMlm PPaGBB6 m JljA myY PBOCR m UPB w"y m PPOGP6 m ���IIIIIIItIfI�lAl %— IXPoBFD.IFAW TBBIFA 7U ltQ M PROIXe m BTO J u u �1 1. T G .mmbh n4.npp d l.� ybl tle lw�6a.F.M^n Ngly btNm..Ntlpy1 0 Uao.gb/Mww AROD'leClS O SOUTH ELEVATION nv nwN E fn,OYEE HOUSING ELEVAnONS _ SCALE:IF-,o° AF-3.2 •20 Go//% Building Permit Submittal #1 • Site Work and Site Retainage%: Permit'/\/l/^�\\v\ U V y 8 "x 11"Documentation � � Op E Section I of 3 sections U u r Submitted 2-26-2000 F i The Timbers Club S N O W M A S S V I L L A G E C O L O R A D O Building Permit # 1 Application February 26 , 2000 . Friday, February 25, 2000 Chris Conrad Senior Planner Town Of Snowmass Village Chris, Please find enclosed The Timbers Club submittal for building Permit#1. The table of Contents describes in detail all of the documents included in this package. We are submitting this for consideration by the town council for authorization to commence construction activities immediately after Preliminary Review Approval is given. This application is for installation of the following work: 1. Mobilization and site access. 2. Fencing, staging and construction trailer set-up. 3. Interim erosion control measures. 4. Interceptor trench drain uphill of proposed soldier pier wall. 5. A combination of temporary and/or permanent creek diversion. 6. The soil nail retaining wall system at buildings J, K and A. 7. The soldier pier retaining wall system at buildings K, B and C. 8. Un-tapped underground utility lines to parcel 'N' The town stated that any work done before final approval is granted may be at some degree of risk and has also requested that a performance bond be implemented by the 3 applicant for a portion of the work described in this application. We feel that the exact ✓ extent of work to be bonded and the degree of risk can best be determined during the review process after the town council and staff has a better understanding of the work that is proposed in this application. Thank you for your help in preparing 'this application. Please let me know if you require additional information. Sincerely, Martin Mata The Timbers Club 2-25-0 Building Permit Submittal#1 Table Of Contents Section One-8-1/2 x 11 Documentation ----- o ------ -------- .. - -A. Table of Contents B. Cover Letter -_.-..._.-- --..---- -- - C Construction- -- Management Plan D, Adjacent Property Inspections -- -- ----._.__ -- ---- - --------- E, Parcel `N' utility lines memorandum F Safety an During Shoring Wall Excavation ---- -- .-..----.. --- - ---- G, Excavation Bracing Diagrams — Section Two=Geotechnical Information _. ..-.. .-----.-..-9-4---- A. GS-2-9-40- 940 Engineer-s Opinion g GS-2940 Response to item#6 Chris Conrad memo 2-17-2000 C, GS-2940 Supplementary Slope Stability Analysis ------------ ----- - --D. GS-2755 Revised Drilled Pier Criteria - --- - - E, GS-2940 Interceptor Drain - - — - --- -------- ---- ........... . .. - -- _..-- F, GS-2940 Lambert& Associates Review G GS-2755 Response to TOSV Comments -- - - - --- - -- -- H, GS-2703 Ground Water Dewatering Evaluation ------------ ---— - - -..-- -- - �, GS-2616 Geotechnical Investigation Section Three-24 x 36 Drawings A Erosion And Sediment Control Plan(Sopris Engineering C-12) B Excavation Bracing(Coggins& Sons XBS-1 through XBS-10) Table of Contents 02-25.doc and ASSOCIATES me. General Contractor Custom Homes . Commercial Date: February 25, 2000 To: Town of Snowmass Village From: Paul Broome,Norris and Associates Re: The Timbers Club at Snowmass, Construction Management Plan The total construction duration for the project will be approximately 30 months. We are anticipating starting construction around April 1, 2000. (Please see the attached bar chart schedule for details.) The following is a brief description of the activities: Notice to proceed • Once a notice to proceed is given to Norris and Associates,we will mobilize within two weeks. Mobilize to the site (duration 2 weeks) • A construction office trailer will be set east of the model unit and south of the existing pedestrian path. This trailer will stay in this location until fall of 2000. • Earihwofks Construction will bring in heavy equipment as needed for excavation. • Coggins & Sons will bring in a drill rig with related equipment Staging(duration 2 weeks) • We plan on staging construction trailers and most of the materials on the employee-housing site. • 4' Orange safety fencing will be placed around the perimeter of the site Erosion Control and Dewatering (duration 2 weeks) • Filter trenches, holding ponds and silt fencing will be placed along Faraway Road. This work will be completed prior to any mass excavation. The trench drain will handle on site sub- surface water. Sub-surface `clean' water will discharge into the existing culvert at Faraway Road. See Sopris Engineering drawing and Geotechnical reports for additional details. aConst man plan 2-25.doc Page 1 of 3 BCMI Curtain Drainage Trench (duration 3 weeks) • A trench drain will be installed uphill of the shoring wall. This drain will be built by drilling a series of 36"diameter holes adjacent to each other. The drain will collect and capture the ground water from above the main site retaining wall alignment. The water will then go to a settlement pond and then released into the existing creek during construction. This work will start after the ski area closes. Temporary Creek Diversion (duration 2 week) • The existing creek will be diverted around the site in hard pipe. The pipe will discharge into the existing culvert that runs under Faraway Road. This work will start after the ski area closes. Access Roads (duration 2 weeks) • Access roads will be constructed to allow trucks to enter and exit the site safely. • Mud racks (a short stretch of roadway with clean fill)will be placed at each exit of the site. The haul trucks will stay on a firm and clean driving surface. Shoring Wall (duration 6 weeks) • A bench area will be cut into the hillside at the shoring wall location. From here the drill rig will drill 42" dia. holes through the upper soils and into the bedrock at 8'0"on center along the wall. These holes will be filled with concrete and steel immediately after excavation. Once the piers are set, timber shoring and tie-back anchors will be placed as soil is removed. This process will continue until we reach the design grades. Soil-Nail Wall (duration, during shoring wall above) • A bench area will be cut into the hillside at the soil nail wall location. Soil will be removed in incremental vertical lifts as soil anchors and the facing of the wall is installed from the top of the wall down. This process will continue until we reach the design grades. Excavation (duration 6— 8 weeks) • Most of the excavated dirt will be removed from the site via trucks. The trucks will leave the site and go down Brush Creek Road to a dumpsite. We will schedule the trucks to operate between 8:00 AM and 4:00 PM. Flag persons will be used as needed to assist the trucks entering and exiting the site. We will take steps as needed to minimize dirt and debris on the streets. Daily clean up will be done as needed. We will not haul off any dirt until the ski area closes. Building Construction Garage Structure and finishes • Anticipated start date will be 5/5/00 • Total duration will be 12 months • Building A o Anticipated start date 515100 o Total duration will be approximately 12 months o Receive a certificate of occupancy after all building, fire and life safety issues are complete • Building K o Anticipated start date 11/6/00 o Total duration will be approximately 7 months aConst man plan 2-25.doc Page 2 of 3 BCMI • • Building B o Anticipated start date 11/6/00 o Total duration will be approximately 9 months • Building C o Anticipated start date 12/4/00 o Total duration will be approximately 9 months o Occupancy anticipated 6/26/01 Building M • Anticipated start date 7/31/01 • Total duration will be approximately 8 months • Occupancy anticipated 3/27/02 Building L • Anticipated start date 7/17/01 • Total duration will be approximately 8 months • Occupancy anticipated 3/13/02 • Building E • Anticipated start date 7/1/01 • Total duration will be approximately 6 months • Occupancy anticipated 12/28/01 • Building F • Anticipated start date 7/17/01 • Total duration will be approximately 6 months o Occupancy anticipated 1/11/02 • Building D o Anticipated start date 7/3/01 6 o Total duration will be approximately 11 months o Occupancy anticipated 5/28/02 • Building J • Anticipated start date 7/3/01 • Total duration will be approximately 6 months • Occupancy anticipated 12/28/01 aConst man plan 2-25.doc Page 3 of 3 BCMI NOrrt seed Associates The Timbers CFA Thu 2/14/0 Sche" at Snowmass umdwt§j 3rdCwslsr 4M Qm~ 1st Quw%r 3W om ID 0 Took mb m O..S Sort Fkfth Pradecaasora Jun Jal n JJ 1 ® Submit for$oli"W"per" 1 day Fd 7/25100 Fri 225100 S ® No1ba to proowd 1 dry Fri 3117/0 Fri 3117/00 I Tknbars i Moab 10 days Mon 121M Fri 331100 5 ® AN Subs 2 ® Sdmd for g g parmR 1 day, Vow 12100 1 hu MOM b ® SybmNfor butlohDAPemiB 1dq *Imr 3ll300 Thu323100 Is"Wairo«m I ' 4 ® Parrrit issued far so9 nsNh+p t day Moo 127000 Mon 327/0 IFS+20 days I I Town of Snowmgp 7 Shoo 10 days Mon 127100 FA 42!00 8F5-5 days p8 AN S� 10 ErOebm control 10 days Mon 4r" Fri 4114/0 8 ♦� EsrlMrOrlt 17 Arses roads 10 days• Mon 4A 01001 Fri 4f21/0 10FS-S days ftmwo em 12 Inam 901 rllnp wag IOMya' Mon 4/0100 Fd If21/0 4.1�Sd days - ® 13 Enavatbm bu&Wq A 15 drys Mon 4M7/0 Thu 514MO 4.10,12FS-5 days ®Eadhworks 14 ® ._Ski area closes 1 day Sun 4123000 Sun 4723/001 ` I Snwrarsa Sq Mae; mass wo 16 Te WWW ae*&mrw m 10 days Mon 424/0 Fit 57500 5,14 (` j 16 Qntsin drain 15 days Mon 624/00 Fd 5/17/00 6.11 i coviiiins 8 Pramit issued for 9tlsDs 1 day' Thu 427/0 Thu 027000 2FS+25 days I Town of snowmaasi 9 perm*issued for buMlnp A 1 day Thu 1127/0 Tbu 4127/0 3FS+25 days I Town W SnOwrnassj - i f 17 Qvw Pods 10 days Fd Sam Thu 5M8/00 8,13 ® ! i 16 fdA". 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Mon 215001 Fd 318101 55FS8 dap 83 _SO&*B d" 10 days Mon 2MM1 F(12/16M 71 e � 44 Buldiq Bwlndows 10 dap' Mon 2!5101 Fri 2116/01 171 128 Binding A mwft t0ps 20 dap Mon 215W7 Fri Y2/01 101FS10 dap - 86 &"V K atmdaal sax" 10 dap Mee 9!12/01. 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Mon 212691 Fd 319101 9WS-5 days f I 9• &MM Catorwwmk 20drys: Man 22601 Fri 3@3101 96MIOdays ® j 100 Ba9dh9 B stun 1600• Mon 228101 Fd 3M69/ 78 101 -Carpe intros Md"91 Mon 228!01 Fd 5401 59 192 &" 8 insuh0m 10 days TWO 2!27191 Moe 3M201,112FS-S days ® 1 in 'Bu00h8 K dryin 5 days Man 3/5101 Fd 319101 92 1 ' 107 BuMdirp K widows S days Mon 316101 Fri 319001 92 1p BWdrg K stonework 15 days Mon 3/5101 Fd 3023101 98FSb days 109 BWdhO C Bryan 10 days Mon 315101 Fri 3118101 87 110 Bu0din0 C Windom 10 days Mon 315!01 —Fri 301601.87 111 Bulft C Ou M Mdsr rydem 15 days Mon 30527 Fri 3713/01 89FS10 days 112 Sutdlp 6 raghan Moped" 1 dry Mon 305101 Man 305101 64.60.73.75.91 t i 136 Bolding A suds 8 Wsh 20 days Mon 305101 Fri 3!30007 tOSFS 40 days _ 413 Buidrg Bdrywall 20days Toe 316R/1 Mon•0201 102FS.Sdays I� 11a &dit K mu9hin low w>Ra9e S days Mon 3112031 Fri 3010101 118 8u'Mip K wdeMr apknln9 S days Mon 311201 Fri 3018/01 !b 110 EDtOft K real shWum 10 days• Mon 3fl2)1 Po 3f23p1 106 'I! 117 C rw9h-h br vola9s 10 days Man 3/12A1 Fd 372310t 82 lit ; C rodxbr atsinkg 10 de" Mon 3/12A1 Fd 383101 96 ftied xhedle Pape 5 BCMI Norde NO A890ciMn TV*Tam"Ckb "TW serrvle sa wrre a snOW nqa ues2ar 3rd QU~4tn amrbr lat O ID O Tank Naar• OweuOn 3M FkrhA Pred•owepa Jul oti J•n 112 INA&p K kw stbn 10 drys Tue Y13A1 Mon 32W 12,FS5 days 121 BWk"K mur"h ha7etft 1 day Mon 3119101 Mon 3719A)1 81,89,9395,1 U 132 BuBdMq C rod shfkes 15 days Mon 3/19/01` FM 4001 109 ® - 143 JEA A9owwadnpe 20 drys Mon3H9A1 Frf 4M3101 80,101,105,120 144 dryNN Bnhn 20 days Mon 3119401 FA 4113101 80FS10 days.1381 t Two 3lJOA 1 Mon 40M 119F33 5 d2ya 113 Kayare may+ 1 24 Bs2deg C kOdObOn lode" Tue 320101 Mon 1!2^01 128F83dsys 126 BW M K stup>o 15 deys Mon 328101 Fd 4/13101 106 j 126 80"C rapTan hmp°db, 1 day' Mon 326!01 Mon 328Af 77,82,89.111,117 127 &A**C alr0oo 15 days- Mon 328101 Fri 4!13101 99 128 SW1erp Cdryrrs9 20 days Tue=7101 Man 423101`124F53 M1s - 122 BrAM"B aAedar dope 10days Tue 413A1 MonI116W, 113 130 Buddbp Bye work 15 da" Tus 413A1 Mon4J23W1 113 i 131 Buidarp B mBaork 25 days Tus 4/3101 Man 517A7 t 13 132 Bulft K eMrbr dogs 5days Tue 4HOA1 Mon4/18W1 123 133 BWdaq K ys wank 10 days 7=411010i Mon 423A1 123 134 &AMV K ne2n0rk 20 Gya, Tre 4110101 Man 5710, 123 136 Bua0inp8mwlMtoq 15days Tue 411010,! Mon 413QW1 130FS10 days ! ',, 156 A spp8aeop 10 deya Mon 4119W1 Fd427101 1 1143 _ 1ST Bulrm A pMMM VVO 15 days' Man4AB101 FdWW 143 ' 188 BuNdhip A M eprbkYr►tn 10 drys Mon 4118101 Fri 427101 1M r 10 Mon 4/16101 Fd 4MI01 1M A M1rr 2'k*r days ,q sharp .oldga jj ,44 I A analaltdm 15 days, Mon 4!16'07�• Fd 511101 . • ip BrlMkrp '. 16 Man 4/1601 Fd 5/4A1 '144 181 Bu8db9 A HVAC Zan days' PmIW selredub Page 5 BcMI N 0 0 • Nonis wW modelse The TNnhem Club Thu 24100 Sanpb SdAGM at Srww urbr Std Geetto 4tlr Qur7at 1st*W*l 3rd 00 0 Teak Marne Mna6oe SM FYaeh Pwduo umews Jan Jul Oct Jul 137 13u06np K EaWn 1aDe IO days T ue 1/17101 Non 47!0101^133FS-5 days 436 pyq K Mliah 15 days Tw 412401 Mon 75W/7101 El SFS-10 drys 130 BMYq C aeon 10 drys Tue 42401 Non 6 to sm ahg c Ms wa* 15 deys Tw 4724!07 Mon 5!14101 1 126 ® ' 1M Bu6asp C MO Mk 2S deya Tw 424121 Nan 5126101 1128 742 B"Ov a stain 6 kith 15 days Tw 424101 Mon 5174005 131fS10 drys 746 Bu6akrp C ccug t tops 15 days Too 577001 Mon 5121101 14OFS-10 days 146 Qw ps su6sla w eoarpletan 1 del Mon SII1M Rio a 617101 i 773 BoOdMrp A m*ffWvBA eamplMtO, 1 dry Mon 47107 Non 517101 757,460,160,160,1 "7 Bu1dNq K lbor 5 days Tw 516101 Non 11401.123,133,134,137 1p M N&V 8 1ba wwhP t0 days Tue WD'1 Mon 521!01 113,130,131,135 149 Bu6aN9 K app6arroas 3 days Tw 5115701 Thu 5A7/D7 547 I ' i i 760 Bukkv K pwnfty tram 5 days Tw 5115001 Non 521701.147 ' 1S/ 0 u60hrp K drywW 6n98h 10 days Tue 5115001 Mon 52401 123.136 162 8u—a C sha 6 Mrish 15 days Tus 5/15101 Mon 674001 141 FS•10 days /SS &Mbv 8 drywa4 Mush is days Tw SM5671 Non 874005 113,142 j i 160 BWaNq B app6rrces 5 days Tub 522/01 Mon 528101 146 1 166 Bulft B pmviwp trim 10 days Tw 522107'4 Man 004001 i 148 I 162 -BW*,g K MVAC On 2 days Tw 52Wi Wed SOM 151 163 Bu6aiap K Me spYader sin 2 days: Tw 50MOI Wed 5730007 151 I I 164 Buft K eacWcW Mm 3 days Tue 529001 Tlw 5731101 151 ' 1� ev"K bw volhpe trim 3 days Tw 5121007 Thu 5131101;151 ' 1M t7u0aYq C6sor oosernOs 15&"l Tug 529001 MonSM8001 126,140,141,145 167 ftM"K suWAmW cOmpls/o 4 day FI 6H001 Fri 6M001 160,762,163,164,1 f i Projed sdwdde Par 7 BCM6 W • 9 0 - HoreN and AswcWea TV*TmVns Club Thu 22400 Sampw sdwAft K snowrnaas rrrW 3rd C namr:4th Cuartar bl Crrar1s12nd 710 ro O Tau Nrrrs Dmatlon SYR Fk,6h Prsdsomem I m 166 Buidsq Cdrywdl BnNh 15drys Tw816101 Mon 8123/01 128,152 ®. 1N Buaduq s Bra sprk4dar vim 8drys Tue 875101 Mon&11/W 1S3 170 :Budding S law roliaps trim S dap TWO 8/8 m Nan 8MIM 153 '. I 1r1 BuadNp B skrddcd Vim 10 drys Tw 815N1 Mon 871&01'153 - Ii 172 ,Buadiq s WAC kin 10 days Tue 815101 Man8718R1 157 ® ; 174 BWlerg C appaanws 5 drys Tw BA9/0'I Mon 8175101 188 qo Bto*qcoj.6h Vin 10drys Tw GAWG1 Man 72M1 186 176 BwNr s a svbhnBM cosrpMBo 1 dry Tus 611MO1 Trw e191W 754,188,1x9,170,1 l i ITT &Aft C Bre wwdw Vin 5 Drys Tw 826701 Mon 712/01 188 ' 176 BrradirD C bw wsape Vin 5" Tw 828701 Man 717/01 168 1T1 Bu9dhq C elatAlnl kin 10 days Tw 828101 Non 71W 188 top B mum C FiVAC Vim 10 drys Tw 828101 Man 7"1 188 I , IN ® 'Skin Pkasa 2 1 dry Mon 719A1 Man 72!01 i 107 &A*V D(11 manihs) 238 dap Tw Traw Tue 5261D2 181 164 'BA"E(8 rrnrg s) 129 dap Tue 7P,9W Fri 1228N1 181 i too BWWG J(6 nrordks) 129 days Tw 713A1 Fri 12r M1'181 I � 102 Bu"Ov C WAGWO W OmapMb t dry Tao 711001 Tug n1ol91 176,17r,176,179,1 i 100 OW"F(6 mon9rs) 129 dap Tue 7117MI Fd lntrg2 161F5�10 days i toy .9uldN0L(8 rtrvdln) 172 drys Tue 71171W- Wad3113702.181FS•104ays l too &dld'nr9 M R montlrsl 172 dap Tw 7131101 Wed 327102:181 FS*20 drys Praj4Q aclreduN Page 8 BCtrtr 1 II ASSOC1 TES i= General Contractor Custom Homes . Commercial Date: 2/26/00 To: Chris Conrad, Town of Snowmass From: Paul Broome, Project Manager Re: The Timbers at Snowmass, Adjacent Property Inspections The Timbers Club has contracted Sage Construction Consulting (SCC) to assemble documentation about the condition of the properties and terrain adjacent to the Timber project prior to and during the project construction. SCC will complete the following: • Thoroughly document the existing conditions of the Ridge and Deer Brook Condominiums 15 o Install crack gauges within existing cracks in the structural foundation walls o Take photographs of the interior walls condition above every exterior door and window o Take photographs of the foundation wall system from inside the basement and crawl spaces • Monitor earth shift • Install 5 surveyor monuments on the slope immediately above the site and on 2 locations in the roadway right-of-ways. The monuments will be installed at least 30 days prior to the start of construction. Sopris Engineering will set these monuments. • The monuments will be measured twice prior to construction and during construction until the parking structure is structurally stable. • Prior to the start of construction, CTL Thompson will install and initialize monitoring of three (3) inclinometers above the main site retaining wall. • Site condition observation o Perform site conditions observation at the start of construction, during the excavation process and as needed until the earthwork is completed. It is the intent of these inspections is to provide an independent observation and documentation of conditions prior to, during and subsequent to the earthwork on the site. aMemo 2-21 Town Sage.doc Page 1 of 1 BCMI ASSOCIATES General Contractor Custom Homes . Commercial Date: 2/26/00 To: Chris Conrad, Town of Snowmass From: Paul Broome, Project Manager Re: The Timbers at Snowmass, Parcel "N" The Timbers Club at Snowmass will install the water and sewer lines through parcel "K"to the property line of parcel "N"prior to parcel "N' start of construction. 16 • aMemo town 2-21 parcel N.doc Page 1 of 1 BCMI nod ASSOCIATES General Contractor Custom Homes . Commercial Date: 2/26/00 To: Chris Conrad, Town of Snowmass From: Paul Broome, Project Manager Re: The Timbers at Snowmass, Safety Plan during the shoring wall installation Prior to starting construction we will install a minimum of three inclinometers above the main site retaining wall at The Timbers Project. The inclinometers are to allow monitoring of the hillside for movement. Inclinometer readings will be made at scheduled intervals. If continued movement occurs, we have two plans of action. 1 • Coggins and Sons will keep a drill rig on site during the installation of the shoring wall. This rig would be able to install additional tiebacks to bedrock to stabilize the site. • Earthworks Construction will have earthmoving equipment on site during the installation of the shoring wall. We will keep an adequate amount of soil on site that could be placed back into the excavation to stabilize the site. i aMemo town 2-25 safety plan.doc Page 1 of I BCMI Excavation Bracing Diagrams The following diagrams are included here to conceptually illustrate the construction of two types of soil retaining methods to be incorporated in Permit#1. The two retaining IQ wall types described are 1] Soldier Pier Retaining Wall and U 2] Soil Nail Retaining Wall. The following diagrams are for discussion purposes during the town's review process. The documents to be used for construction are included in this applicatiun in Section 2—Geotechnical information and Section 3--24"06" Drawings. low THE T YB E R S CLUB EXISTING RETAINING WALLS TO REMAIN TEMPORARILY EXCk ATION BRACING DIA M PERMIT#l, FEY 000 — 10 (1000) AREA OF INITIAL 90(990) / 1101(1010) EXCAVATION Bottom of Excavation EI=77'-0" _� 80(980) SKI EASEMENT \ � THE j RIDGE NEW ; OUT-BOUND SKI TRAIL j BANDONED \ _ i SKI TRAIL / ZONE FOR TRENCH DRAIN LOCATION –EXACT PLACEMENT TO BE DETEI3WNED IN FIELD BASED ON EXISTING TOPOGRAPHY AND SITE CONDITIONS ERBRO `�EXISTING IN-BOUND SKI TRAIL i DIAGRAMMATIC SITE PLAN (SUPPLEMENT TO Ret-l(p-17);n11_29-99 preiminasy revkw application) SEE CtM DRAWING C-4 FOR GRADING INFORMATION gasage(&wwings/Ret-lAdwg _ THE TIMBERS CLUB EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB.2000 II' I EXISTING UPPER SOILS i -5 I� EXISTING GRADE ---_III- -I -� EXISTING -III -III ---III--III -i _III WEATHERED BEDROCK -III-III-! . I_I -III- =1 I-_I 1I- . EXISTING BEDROCK I I 1 . EXISTING CONDITION BEHIND 'B' 'C' & 'D' i T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB. 2000 i I EXISTING UPPER SOILS EXISTING GRADE -1 -III -III INTERCEPTOR DRAIN -III III- III-III EXISTING -i III--III=III- =III- WEATHERED BEDROCK ii - III, ,III- � �- : � , i Ii i VIII- -- � 'I ' III. I -III, EXISTING BEDROCK Iti I 2. INSTALL INTERCEPTOR DRAIN SYSTEM N THE TIMBERS CLUB ! EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB.2000 i BUILT-UP STEEL COLUMN CONCRETE SOLDIER PILE ENLARGED PLAN DETAIL OF EXISTING SOLDIER PILES UPPER SOILS EXISTING GRADE li - - '---I ! -- INTERCEPTOR DRAIN EXISTING ! ' WEATHERED -III :--III-I - BEDROCK - i_I -' II I I_ TT j III . I III III - l I EXISTING BEDROCK SOLDIER PILES k - _ �I 1 = IT I I 3. INSTALLATION OF SOLDIER PILES I I I ' II T H E T I M B E R S C L U B I EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB. 2000 I PORTION OF CONCRETE PILE REMOVED TO ATTACH LAGGING AND INSTALL ANCHORS i BUILT-UP STEEL COLUMN I I ANCHOR WOOD LAGGING ATTACHED TO J CONCRETE SOLDIER PILE STEEL COLUMN ENLARGED PLAN DETAIL OF EXISTING SOLDIER PILES UPPER SOILS EXISTING GRADE —i —i INTERCEPTOR DRAIN !, ! FIRST EXCAVATION WITH —III_-III - -I = —� — -' EXISTING 1st LINE OF ANCHORS _ —� _� �i I, WEATHERED BEDROCK _ � - II I =_- ! I —11 i� —11 1=11 EXISTING BEDROCK SOLDIER PILES — — ' — - - -III ANCHOR I 4. INSTALLATION OF 1st. ANCHORS � N I T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB. 2000 I i I PORTION OF CONCRETE PILE REMOVED TO ATTACH LAGGING AND \ INSTALL ANCHORS i BUILT-UP STEEL COLUMN I I ANCHOR WOOD LAGGING ATTACHED J CONCRETE SOLDIER PILE TO STEEL COLUMN ENLARGED PLAN DETAIL OF EXISTING SOLDIER PILES UPPER SOILS —Iii- EXISTING GRADE INTERCEPTOR DRAIN EXCAVATION WITH _ — -_III i__ 1— _ li I EXISTING 2nd LINE OF ANCHORS WEATHERED BEDROCK TEMPORARY DE-WATERING OF EXISTING BEDROCK CLEAN GROUND WATER TO CREEK �I I_II _; ! _ _ STEEL DRAIN PIPE SOLDIER PILES " ' - 1 ANCHOR I 5. INSTALLATION OF 2nd. ANCHORS II � T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB. 2000 PORTION OF CONCRETE PILE REMOVED TO ATTACH LAGGING AND \ INSTALL ANCHORS BUILT-UP STEEL COLUMN I TIE-BACK ANCHOR — — — — \ I WOOD LAGGING ATTACHED J CONCRETE SOLDIER PILE TO STEEL COLUMN ENLARGED PLAN DETAIL OF EXISTING SOLDIER PILES UPPER SOILS - EXISTING GRADE j INTERCEPTOR DRAIN EXCAVATION WITH — EXISTING ALL ANCHORS WEATHERED I I I-III-III=; I I-! I I=1 I �__I ! 1=1 I � _ � TEMPORARY DE-WATERING OF U`I — - — L- I% BEDROCK CLEAN GROUND WATER TO CREEK EXISTING BEDROCK III=III-^lip' STEEL DRAIN PIPE L_Tt ! 1 - I ANCHOR SOLDIER PILES - 6. SHORING WALL READY FOR BUILDING CONSTRUCTION (Extent of Bjilding Permit #1) N T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB.2000 l it EXISTING UPPER SOILS THIRD -1 I- EXISTING GRADE INTERCEPTOR DRAIN SECOND III—III —III -- -III-: EXISTING - i WEATHERED -- —I i— _ — BEDROCK PLAZA j", I—�I — � �y� I EXISTING BEDROCK I� �I I� PARKING — y' L STEEL DRAIN PIPE i ANCHOR PERMANENT DE-WATERING SYSTEM ' UNDER GARAGE SLAB SOLDIER PILES i i 7. SHORING WALL WITH BUILDINGS , 'C' or 'D' (Subsequent Building Permits) iI sarest/draa�ns.hhmms-0iagama.dwg _ - _ _ _ T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#I, FEB.2000 i I - EXISTING GRADE w =� III-III lit==111,1 I ! -111-111-I EXISTING BEDROCK l i i l-III=1 I I l i I--III 1I - - -I -I 1= 1! 1= III_ - A. EXISTING CONDITION---AT SOIL NAIL AREA I T H E T I M B E R S C L U B EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB.2000 i �I I i EXCAVATION WITH II EXISTING GRADE 1st. LINE OF SOIL NAILS \ I I-III- I I ;=1 I ' I . 11=� ! I���IIi� � �ill� � �lll-ICI-III -III-ill VIII �! EXISTING BEDROCK I I B. INSTALLATION OF 1st. ANCHORS I I i THE TIMBERS CLUB EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB. 2000 i I i EXCAVATION WITH EXISTING GRADE ALL SOIL NAILS � III_III-III III III i � - � , I- I11-1II-i1i.__ III � I, II�-W= lip=III- Ili =1II�IL�II1-! I ! _Ii I i� - - -� EXISTING BEDROCK TF '- I C. SOIL NAIL WALL READY FOR BUILDING CONSTRUCTION (Extent of Building Permit #1) n THE TIMBERS CLUB EXCAVATION BRACING DIAGRAMS PERMIT#1, FEB.2000 Ili THIRD I SECOND d I I_l EXISTING GRADE -M-Hl = PLAZA III PARKING LEVEL D 1 I—III= —11 - I ' EXISTING BEDROCK III III-; III 1 I-III III III=III=I I ' I I !� I I I I I I ,� III-1 L�- I I I i D. SOIL NAIL WALL WITH BUILDING 'A' (Subsequent Building Permits) praW&wwhgWsho-gdi w—dwg .rte EXCAVATE — UNSUPPORTED OUT — — — — 1 TO 2M (3 TO GFT) NIGH STEP t EXCAVATE SMALL CUT STEP 2 DRILL HOLE FOR NAIL • STEP I INSTALL AND GROUT NAIL STEP i. PLACE DRAINAGE STRIPS. INITIAL SHOTCRETE LAVER & INSTALL BEARING 2 PLATES/NUTS 7 s — 9 = 4 = STEP S. REPEAT PROCESS TO STEP ON PERMANENT FIIVALLBI CING FINAL GRADE • Figure 1. Typical Nall Wall Construction Sequence. 2 CURS AND GVITER. F SPECM sNGTCI�sTE KXCAVATICN SEOUENCE 1 L.�vN 1 07 L.vN 2 0426*"PI 3 S/ Cr FACING Lewl 7 SOL NAL "I P" �OFOOOWPOSRG DRAIN STRIP. - F SPEOFM LFOOTNG DRAIN Figure 2. Typical Section Through Vertical Wall. 3 UNBALANCED LATERAL PRESSURES j RESIST UNBAIARM IATWL PRESSURES FOSIED STRUCTURE The following figure shown permanent tie- I BALL backs used to support unbalanced earth pressures which result whey. a building is constructed on sloping site or into a I hillside. If permanent tiebacks were not used, temporary a}t sheeting and tiebacks would still be required in order to build W;ORARY r at this site. -In addition, the entire building and its four- - S1EETate dation would have to be designed to resist the unbalanced lateral pressures. When a peranent tied-back wall is used I instead of temporary sheeting and tiebacks, the tiebacks are SURFACE designed to support the unbalanced lateral pressures and are structurally connected to the permanent wall. The only extra TEMPORARY , for this t o f ersmment tied-back welt compared to TEBACKS costs P type conventional constructive arising axe: Chose B from additional monitoring or iastronentdtion requirements, the corrosive protection of the tiebacks, and the addition of extra tiebacks for long-term loading conditions. The" coats normally are en A. Structure Oeaigned to Resist Unbalanced rm wren l less than the cost of constructing a foundation and structure designed to support large lateral forces. Lateral Pressures faS"M STRUCTURE i. T TEMPORARY .. n, ORIWAL PERNA1EW TEBACKS i B. Permanent Tiebacks Used to Resist Unbalanced Lateral Pressures W RETAINING WALL IN SOIL II. APPLICATIONS 30L EKCaifiTDt1 w; The tiebacks Were first used to anchor AND BACKFEt j. atructurea in rock. One of the first recorded ,,anent rock # SOL tieback appllcatloas was at Cheurfas Dam, Algeria. in 1933 ) : ,_ s-�;;: ^;. x�'" "'p 7 (Portier, 1974). In Germany in 1958, Bauer developed the '+.�• TEMPORARY ,"sure In acted sell tieback (Ostermayer, 1975). TIEBACKS Scbabel Foundation Company, recoseends "ins permanent tiebacks in rock and soils where there is ao risk RETAPtffG VYJIt .� •' # �?:•.. i of anchor creep. -" "•tea} permanent tiebacks offer the engineer a +'• „ �tj'-��,•{ '^r•.t new technique to solve a variety of problems. The following figures and text describe applications for permanent tiebacks and the advantages they offer over conventional construction. FOL�TIONN I/ 7/ I f [I T TNARY U 1/ U b u RETAIIfING WALLS A. Conventional Rejoining Wall j The following figures show a comparison between conventional retaining wall construction and per- assent tied-back wall construction in sail and in rock. %oGrWSOL;? .o Permanent tied-back walls completely I eliminate foundation piles. large footings, and backfill. In p TIEBACKS addition, the quantity of excavation and concrete are reduced i when a tied-back wall is used. The savings resulting from pEBWANBtT WAIL elimination or reduction of these items far exceeds the cost of installing the permanent tiebacks in most situations. j One of the figures slows a comparison between conventional depressed roadway construction and de- i pressed roadway construction wing permanent tied-back wails. This figure shown that tied-back walls do not require wide construction easements. Only a aarra temporary easement is ZTFHF=Nnecessary for the construction of permanent tied-back walla since they do not have a footing. B. Permanent Tied— Back W011 i UW OUTLET LDCAPON FOR WATER FEAURE A �.e• IS• kFRE NHDLE W%Vt 1A'q REeAB s•oc e-B01H WAn nF DQIBLE LATER N UD 54.4- y 'sa REINFORCED CONCRETE CONJt REINFORCED CONCRETE COYER 0' REBM e•OC 05 BEAM e•M BOTH WAn nP BOTH NAYS 2 2- 2. Ae' PCP SO'RCP °• INE AND AT NIEIS 2• 2 DIX AR . ... ..._.__.....'"___.S .. . .. ._.... DOUBLE RING AT NLETS(TYPI 34 FRONT 24•SEALED YMNDLE CDYM S E 0�CONCRETE NEENAH T R-B F OR EQAYALENT DOUBLE R B�R TE CO WTO NCRETE ♦♦♦p���R WIg////z DOUBLE 1J• n REAR ALL AROIND @OVA;p•1 tuc 8 SCI f E Y 51EP5 AS AEWtlIFD !� mNt`,��a' e.e• Ae tQ e• TW. 2, ( GENERAL NOTES CONCRETE SHALL BE CLASS A OR B. NUT MAY BE CAST-W-PLACE W PRECAST. =PS WALL BE PRONOED N ACCORDANCE NW AAWTO Mlee. 10-Irn) FUME QIRE7 LOCATION yyJEW A—AA—A FDA FA FA fFA URE REWFO tlNO BMS 9 N1 BE WORMED ANO MALL ALAN A 2 MWWW 512E TO BE DEIERWNED CLEARANCE /S aEBAR-r OG 1Y M ALL SIDES ALL MNTS AND SEAMS TO BE SEALED,MMMUM HEAD ID FEET. CONCRETE DIVERSION STRUCTURE N.T.S. Building Permit Submittal #1 Site Work and Site Retainage Permit 0 8%2"x 11"Documentation (Supplement 1 civil Information—This is a reduction of an i original 11x17 document as is not to scale) E F Section I of 3 sections d s F Submitted 3-6-2000 Over sizemoo b 0 CJ40L M4eA+ � 5 February 25, 2000 a Building Permit Submittal #1 Snowmass Villa o g Site Work and Site Rctainage Permit V Building and Planning Department P. O. Box 5010 Geotechnical Information(9 total reports and/or letters) a Snowmass Village, Colorado 81615 H Section 2 of 3 sections Attention: Mr. Chris Conrad r Submitted 2-26-2000 h Subject: Item 3-c Engineer's Opin The Timbers Club Snowmass Village, Colorado Job No. GS-2940 Gentlemen: The following discussion is to address our opinion that significant retention systems are required to mitigate the risk of slope movement caused by construction of the project. Installation of these systems should maintain or possibly enhance the stability of the hillside. In any project there is always some risk that movement will occur even with carefully designed and constructed retention systems. This risk is also possible for the existing slope. The site is a large area and includes slopes both natural and man-made at varying steepness. There were no tension cracks, scarps or other indications of recent instability. CTUThompson, Inc. conducted stability evaluations on the portions of slope judged to be critical. The area of greatest steepness occurs in approximately the middle of the site below an access road to Deerbrook. This is believed to be one of the critical locations. At the east side of the site in the vicinity of Building D near the Ridge Condominiums is an area judged critical because of property boundary considerations. Less steep conditions occur on the west side of the site near Deerbrook. This area is planned for a soil nail retention system. The other portions of the site are planned with a permanent anchored retention system. These retention systems are installed using a top-down construction process to limit the risk of large ground movements. Within the site, soil nailing is planned to allow cuts near buildings A, J and K. Goggins and Sons, the shoring contractor, has prepared detailed designs for the slope retention systems. CTUThompson, Inc. performed global stability analysis of the slope to provide Coggins with design anchor loads per foot of wall in the critical sections. Design of the soil nailed portions of the excavation was by Coggins and Sons. The site is believed to be stable in its current condition. The relative stability is judged by mathematical comparison of the forces tending to cause movement to the forces resisting movement. This ratio is called the Factor of Safety (FOS). In our opinion,the FOS is lower in the period March through August of each year because CTUTHOMPSON, INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE • DENVER,COLORADO 80204 • (303)825-0777 of elevated ground water levels that occur because of snowmelt. This high ground water condition was used in global stability analyses. Surveys, studies, borings and similar activities have defined the geometry of the slope, ground water levels, types and thickness of soil, and depth to bedrock. Strength of the various layers of soil and rock is the most difficult parameter to judge. Because of the gravels and sands, obtaining good quality samples is limited. Sand or gravel inclusions in samples tend to distort laboratory tests. The laboratory tests were used to aid in selection of strength values. However, the recommended design values were selected by making numerous comparative analyses with different values of the strength parameters cohesion (c) and angle of internal friction (m). This is called a sensitivity analysis (parametric analysis). By comparing the computed FOS against different values of c and m. a judgment is made regarding the appropriate strength values based on the estimate of existing FOS. The combination of c and m judged to be representative was used to determine the required anchorage to allow excavation. During the process of these multiple trial analyses, it became apparent that the strength parameters assigned to the layer of weathered bedrock controlled the calculated FOS. Water levels also have a dramatic influence but are much more readily established. Residual strength, softened strength, and peak strength are descriptors of different deformation conditions when considering the strength of a clay or shale. Peak strength is measured at relatively low strain. Residual strength is at very large strain and is used when analyzing an existing slide surface. The softened strength presumes considerable strain but the strength is greater than residual. CTUThompson, Inc. analyzed the slope at the Timber's project for strength conditions judged to be representative of residual and softened strength as design considerations. Our report of supplemental stability analyses presents a detail discussion and FOS for a number of different possibilities. Our analysis indicates the FOS for the anchored slope will be equal to or greater than the existing condition for the parameters used to model the slope. The proposed slope control system (retention) includes both permanent drainage and permanent anchored or soil nailed walls. The primary difference between anchors and soil nails is the pre-loading that occurs during installation of soil anchors. Soil anchors are an active system because the anchor is pre-loaded to a specified load with hydraulic jacks and locked off at the design load. Soil nails also involve a tension member to resist earth pressure but the tension is developed by movement within the retained slope and the system is described as passive. Both types of retention systems are planned for the "Timbers". Both systems are constructed using top down excavation processes. The top down retention methods stabilize each cut layer before additional depth of excavation is allowed. These methods of construction are designed to limit movement in the slopes above the excavation. SNOWMASS VILLAGE BUILDING AND PLANNING DEPARTMENT CTL/T JOB NO. GS-2940 2 It was desired by the client to limit transfer of load to the framing of the buildings. The shoring systems designed by Coggins & Sons are detailed with corrosion protection and planned as permanent anchors or soil nails. Drain systems uphill of the building areas with backup drains at the retention wall are designed to lower the water level in the slope and increase site stability. The above discussion presents a summary of our opinions regarding the proposed slope retention system. Other"Timbers" project reports include summaries of the many trials to analyze the slope. Very truly yours, CTU (O INC. J echling, PE nch Manager W. ////��� ••....ye/yA � .•' tsrF •.J Robert W. Thompso Isle 7 0 7 8 ' Chairman, CEO :"02/ .0 4. PJfS V\@ .• SipNAI EN p RWT:JM:dd CO�pQP� (12 copies sent) SNOWMASS VILLAGE BUILDING AND PLANNING DEPARTMENT CTUT JOB NO. GS-2940 3 March 9, 2000 Snowmass Village Building and Planning Department P.O. Box 5010 Snowmass Village, CO 81615 Attention: Mr. Chris Conrad Subject: Clarification of"Hillside" Item 3-c Engineer's Opinion The Timbers Club Snowmass Village, Colorado Job No. GS-2940 Gentlemen: We have been asked by the Town of Snowmass Village attorney, Mr. Steve Conner to clarify the meaning of the word "hillside" used in the first paragraph on page 1 of our February 25, 2000 letter addressing Item 3-c Engineer's Opinion published under our Job No. GS-2940. "Hillside" is the sloped ground surface with an upper boundary that occurs between Faraway Road above Ridge Condominium Building No. 1, the access road to Deerbrook Condominiums and the property on which Deerbrook Condominium is located and a lower boundary of Brush Creek Road. The "hillside" does include the properties on which Ridge Condominium Building No. 1 and the lower Deerbrook Condominium building are located. Very truly yours, CTL/T , INC Mechling, P.E. ranch Manager JM:cd CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS,COLORADO 81601 ■ (970) 945-2809 1 February 25, 2000 Norris & Associates, Inc. 5080 County Road 154 Glenwood Springs, CO 81601 Attention: Mr. Paul Broome Subject: The Timbers Club Item No. 6 February 17, 2000 Memorandum Snowmass Village, Colorado Job No. GS-2940 Gentlemen: This letter addresses Item No. 6 of Mr. Chris Conrad's February 17, 2000 memorandum. Movements within the slope can be monitored using existing inclinometers and piezometers. CTUThompson, Inc. recommends three additional inclinometers at strategic locations above the wall outside the anchorage zone. Some minor movements are expected to occur and should be monitored by the inclinometers. Deflections may occur during each stage of excavation. Active slope movement usually involves movements of 1/2 to 1 inch per week at depth. Significant deflection at depth indicates movement of the soil mass. The instruments sometimes indicate movements that drift back and forth. This occurs because of instrument characteristics. If significant movement occurs, it should be progressive and in the downhill direction. Structural deflections of the wall also normally occur as the loads are applied. These deflections usually estimated by the structural engineer. CTUThompson, Inc.thinks the maximum deflections could be on the order of 0.005 times the total height(depth)of excavation. The inclinometers located above the wall provide warning if overall slope movement occurs. If excessive deep slope movement occurs, two alternatives exist, more anchorage or refilling the excavation. Most likely additional anchorage would be the CTUTHOMPSON, INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE • DENVER,COLORADO 80204 • (303)825-0777 solution if excessive movement occurs. The planned sequence includes drainage as the first measure to be installed. Diversion up-slope might be necessary if unusual storm conditions caused local erosion or local stability problems. Very truly your , CTUT OM INC. J hn c Ing ra Manager, Glen �O��G�STf�'•`,�`r0 e:Q 16 .0_/_ / o 18 Robert W. Tho pso P va2/tS/4ed Chairman, CEO s:rs ENS,?oo At �qlF 6F *001 RWT:dd (14 copies sent) NORRIS&ASSOCIATES,INC. CTUT JOB NO.GS•21MO 2 Building Permit Submittal #1 February 25, 2000 Site Work and Site Retainage Permit a U Geotechnical Information(9 total reports and/or letters) Norris & Associates, Inc. v 5080 County Road 154 Glenwood Springs, CO 81601 section 2 of 3 sections F d Submitted 2-26-2000 L F Subject: The Timbers Club Supplementary Slope Stability Analysis Snowmass Village, Colorado Job No. GS-2940 Gentlemen: CTUThompson, Inc. has been provided additional drawings which more completely define the area of the proposed foundation excavation for The Timbers Club and a more current topographic map. The recent analyses were based on Sheet C4 from Sopris Engineering with the last noted revision 11/22/99. We were provided with some alternative layouts for the lower levels of Building D by Stryker Brown Architects during the last 10 days. We have not completed analyses of the area of Building D at this time. These analyses are for the portions of the site west of the east side of Building C. We were contacted by Coggins & Sons to assist in analysis of potential slope retaining systems to allow construction of the project. Additional data was collected during the summer of 1999 regarding ground water levels at various locations on the site. All of this data has become available since preparation of our report of March 25, 1999. Coggins & Sons contacted us originally regarding transfer of loads from soldier piles to the bedrock. During our discussions, we were given the approximate anticipated anchor loads from an analysis based on conventional earth pressure theory. In addition, Mr. Smith expressed concern that a global analysis was yielding considerably higher potential anchor loads. A meeting with Mr. Smith from Coggins & Sons occurred in our office on December 17 and was followed up with another meeting on December 21. During this time considerable additional computer CTUTHOMPSON, INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE • DENVER,COLORADO 80204 0 (303)825-0777 assisted slope analysis was performed to try to identify the most critical combination of cut, ground water condition, and soil condition to evaluate both the construction stability and the long-term stability of the wall along the uphill side of the excavation. The uphill wall of the structure is being designed to function for both temporary construction and to provide for long-term stabilization of the hillside. During the preliminary analysis phases, it was believed that a spacing of 8 feet on centers was desirable for soldier piles. It is our understanding the results of the supplementary analysis were used by Coggins to determine the most economical wall configuration. Design Parameters The slope at The Timbers Club has been studied several times since the 1970's as a potential development. CTUThompson, Inc. has available a series of studies prepared by Chen & Associates, Chen Northern and HP Geotech for the project area and for the Ridge Condominiums which exist uphill and to the east of the proposed project. Near surface instability has occurred above Ridge Road above the Ridge Condominium buildings. This is believed to be the result of over-steepened slopes for road construction. On the hillside above the proposed Timbers Project there is no obvious ground cracking, scarps, or other indications of instability which would indicate active slope movement. Inclinometers installed near the southwest corner of the existing Ridge Condominium Building 1 by CTUThompson, Inc. show no movement. Other inclinometers installed in the slope for the Timbers Club show slight movementjudged to be instrumental inaccuracy. We believe the existing slope is stable as discussed in paragraphs that follow. When analyzing hillsides for stability, a computed factor of safety equal to 1.0 indicates that the forces tending to cause sliding equal the forces resisting sliding and failure is imminent. A factor of safety of less than 1.0 indicates failure. It is our judgment that factors of safety calculated in the range of 1.1 to 1.2 indicate a slope NORRIS E ASSOCIATES,INC. CTLIT JOB NO.OS-2910 2 that is close to failure. We expect to see some surface indication of tension cracks or small scarps when a natural slope exists at calculated factors of safety in the range of 1.1. A timber retaining wall was constructed and the slope cut within the area planned to be developed many years ago as part of construction of a parking area. This previous construction would have the effect of some de-stabilization of the hillside above the cut areas. No obvious cracking was observed in the slope. It is our opinion that the existing hillside probably exists at a factor of safety above 1.2. The existing slope was analyzed for stability using a variety of cohesion (c) and internal friction (m) angles in an area believed to be the most steep portion of the site (Section 201, Figure 1). This is called a parametric study (sensitivity analysis). The results are presented in summary form on Table 1. This process was used to select design values for c and m. Subsurface Profile Our borings, as well as borings by others, indicate an erratic combination of soils occurring above the bedrock in this slope. The soils include some zones of very dense gravel in a clayey matrix and some areas where the soil is predominantly clay. The gravelly soils generally exhibit higher strength. To provide a conservative analysis, the soils in the slope were modeled as clay soils. This is reasonable because there are areas where the slope is primarily clay. In one area of the site we encountered a softer zone of material immediately above the hard bedrock as part of our investigation of The Timbers site (Job No. GS-2616, March 25, 1999). There was evidence of a softer zone immediately above the bedrock in one boring drilled for analysis of conditions at the Ridge Condominiums. We do not believe the soft layer exists throughout the site, however, in our analytical models we have considered both conditions, the condition of no soft (weathered) zone and a condition of a 5-foot thick weathered zone at the surface of the bedrock. NORRIS&ASSOCIATES,INC. CTLR JOB NO.O&2910 3 Ground Water Ground water conditions have been observed by CTUThompson, Inc. at this time for one annual cycle on this site. We also have access to data on The Ridge and earlier studies to evaluate ground water conditions when the area was initially subdivided. Ground water normally experiences an annual cycle in the vicinity of this site. The peak of the cycle usually occurs in June with the water levels dropping fairly quickly. Usually by September or October the ground water level is approaching the annual low and the low water condition exists through the fall and winter months with the rise starting in late February or early March depending on weather conditions. The ground water then rises to the annual high. Two maps have been prepared which present estimated high ground water elevation and estimated low ground water elevation based on our interpretation of the conditions at this site. These maps are attached to this report as Figs. 2 and 3. There are wide variations in the measured water levels in individual piezometers. These variations are reflections of the soils deposit ranging between clayey soils and areas with substantial gravel content. For purposes of analysis,we recommend using the depth to ground water contours rather than trying to account for isolated areas with less severe conditions. Our observations indicate the ground water will be at approximately project elevation 95 during the high period and project elevation 92 during the low period when measured along the uphill side of the proposed excavation. In the middle area of the excavation, our interpretation indicates a project ground water elevation high of 90 and low of 84. On the downhill side of the proposed construction, the high water elevation is approximately 88 and the low is approximately elevation 76. These elevations are referenced to the project civil drawings published November 29, 1999 and are not USGS elevations. The proposed lower floor level of the parking structure is elevation 80 and it is our understanding that most of the lower level will be constructed at elevation 80(project elevation). For purposes of analysis, we believe the dewatering system should lower the water table to project elevation 76 to provide an adequate margin for the floor in the lower level of the structure. NORRIS&ASSOCIATES,INC. CTLIT JOB NO.GS-2940 4 This recommendation will require dropping the ground water levels approximately 20 feet on the uphill side of the excavation and about 12 feet on the downhill side of the excavation. The dewatering effort will reduce pressure in the hillside and increase the stability of the hillside. Ground water volumes are expected to be erratic because of the diverse mixture of the soils. Yield of the dewatering system is expected to be low except in areas where the cleaner, gravelly soils are found. Where the cleaner, gravelly soils are intersected by the dewatering system, some substantial volumes of water should be expected during the spring runoff and high water season. In order to achieve long-term stability of the hillside and to protect the lower level of the structure, an uphill interceptor system has been designed (see Figure 4). The slope analyses that are discussed in paragraphs that follow have assumed lowering of the water table uphill from the required excavation. The location of the interceptor has been defined as about 80 feet uphill from the anchored wall. The interceptor will generally be located in the ski trail to avoid additional cuts in the hillside. In order to keep from causing a stability problem while installing the interceptor, we anticipate the use of approximately 36-diameter drilled piers backfilled with clean gravel. The depths of the piers will be determined by bedrock depth in the hillside. The piers forming the interceptor drain will be provided a gravity outlet by drilling horizontal drains at various locations along the uphill side of the project. Our experience on other projects indicates this type of dewatering must be registered with the Office of the State Engineer. Provided the water is returned to the ground or creek immediately below the project there is no consumptive use and it is usually not difficult to obtain permits for this type of subsurface ground water control. Slope Analysis The slope was first analyzed for the existing condition with no cut for both water conditions. For the recommended strength parameters the FOS for the natural slope in the most steep area was calculated to range from 1.18 to 1.24 depending on the analytical technique. This FOS was calculated using residual strength values. NORRIS&ASSOCIATES,INC. CTUT JOB NO.Gr-2840 5 If the softened strength parameters are used for the high ground water condition,the computed FOS is about 1.3. We believe this is a reasonable estimate of the existing condition. Construction may commence before the interceptor drain fully lowers the water table. This condition was calculated and is identified as "Anchored Excavation - Construction Drainage." For the softened strength the calculated FOS for this condition was about 1.3. After the drain is in place and time passes, a steady state drainage condition will develop and the indicated FOS is about 1.4. In the event that movement developed during construction, an additional row of anchorage above the planned anchor wall could be installed. This potential condition was evaluated as "anchored excavation -with upper wall." A summary of calculated FOS for the various conditions is presented as Table II. Anchor Configuration In order to conduct a detailed analysis, it is necessary to make assumptions regarding load to be applied by an anchor and the locations of the anchor. A preliminary anchor design had been prepared by Coggins & Sons. The locations of anchors developed by Coggins were used. The magnitude of anchoring force was selected based on our estimate of likely values that could be developed by constructing permanent anchors into the Mancos Shale bedrock. A total anchoring force of 240 kips per anchor was selected assuming that the anchors would be spaced at approximately 8 feet on center. This results in an applied load of 30 kips per foot at each anchor level when making the slope analysis. The analytical procedure assumes a 1-foot wide strip when making the calculation. The elevations of the anchors were established by the preliminary design by Coggins. NORRIS&ASSOCIATES,INC. CTLIT JOB NO.GS-2940 6 Conclusion The computations referred to in the previous paragraphs demonstrate that it is possible to construct the project to the desired configuration provided there is adequate dewatering and a substantial anchored retaining system is constructed. Since the system will be permanent, there are many details with respect to both the dewatering and the anchorage construction that require consideration. The calculations that are presented in this report were used in design by Coggins for submittal on this project. The design is complete at this time except for an area at the east of Building C. The project is close to the property of the Ridge in this area. Alternative designs are being analyzed to evaluate anchor locations entirely within the Timbers project. This eliminates need for off-site easements. Several configurations are currently being considered. This letter was prepared to assist the owner, contractor, and specialty contractors. Included with this document is a summary of calculated factors of safety for various analysis conditions and figures that show ground water contours and the location of analysis sections. It is anticipated that additional analysis will be necessary to complete design in the vicinity of Building D. If we can clarify this data in any way, please call. ;truly r O , INC. g, PE Robert W. Thom son, p0 REG/Ser, Glenwood Springs Chairman CEO 0 �?d 7073 o. JM:RWT:dd 6c (14 copies sent) 5.� 11 NORRIS&ASSOCIATES,INC. CTUT JOB NO.GS-2940 7 - � - -- -- - — - - - -' 1 BRUSH CCREEK/ a o e<rOy a for an e!y�FHA L T TC/KEPI:,E e" Ir DOSE 0 >)T_ B yF>I• �e e 0� 61.r(6D/ e 1/j e6A��.p- \ I ea U Vl D \ / i - \\ ,ice I r �✓ NF 4 �S rE AREAS OF SLOPE Job No. GS-2840 a M1' r _ . W b • \ °j B� W W 6 l i I M�� _ �0µ W RVy S1 e — I�3 4 / I 1'J PRE UNARY rwc N' rata ro 6r .rc / CRAPtirt�JI:ALE :ALYZED - CROSS SECTION ALIGNMENTS Fig, 1 P C ♦� , � �d -4°e 1. WON MW film 11 M11, ig I e Y'i n' 1 1 • 4WIl ONO ■p VMS H ` IF D r � '� h N /NI .' 1 ��j' t I 'f��,�,�r�A ,c�••/'' ; ,\ �1 k� BPD° Fill ��.•�iw`, S �` \e�'c ice. if..,.,1' � � I WE M��_ RF I It gume � by �` ►�'a!�- �..'�„+l rl � I I �k eun li!! �,�,�f,',,, dr, ♦. 1t`1 s , ZA - i - - - - - - -- - - -� CRUSH CREEK RvA[ roa (y H r SURFACE e u e ;'.!�AL _ Y roti y Ik ILI :.:. � 'I'•. -rte, , \ - i i �Ivv IL"' � / .gym l ��/ a '" 1-� •. , � � PROPOSED 1 RETAINING WALL`=` ALLIGNMENT � 04 PROPOSED INTERCEPTOR DRAIN \ ALIGNMENT IAL ANCHORED RETAINING WALL AN Job No. GS-2940 _ U J � Z F LL CL LU CD I I i „ � t;• � \ i , I i c p , I � ``` , j{ Itllll • I � I I I 1 t l 1 i M1 �' � , m �rA � \ w^ \\ I�I I,' �\ �• , \ � , �, \ .I I �', I l i l �E�q �, ,•'� � � a E t _ '� .,11�.'� �:j ` y� viii , v . , 11111 W LLI �II1III W LU '. li' ._ n " '� ,a �� ,�� , N � �• � \ ,�1. �`� � o�x � � o� 1 I I � I �I I I I II TABLE I PARAMETRIC ANALYSIS - UPPER SOILS VARIABLE FACTOR OF SAFETY C, m' (PSF) WITH WBR NO WBR 0 30 1.03 1.08 36 1.15 1.36 42 1.29 1.56 100 21 0.90 0.86 30 1.09 1.22 36 1.22 1.50 42 1.35 1.82 200 21 1.00 1.00 30 1.16 1.37 36 1.28 1.65 42 1.41 1.97 400 21 1.14 1.26 30 1.29 1.64 36 1.39 1.93 500 12 1.07 1.05 21 1.20 1.39 30 1.34 1.76 36 1.44 2.05 1000 12 1.39 1.70 21 1.50 2.03 30 1.62 2.40 With WBR assumes weathered bedrock layer No WBR assumes no weathered bedrock layer selected value for analysis Natural slope - high water condition Weathered bedrock 0' = 210, c' = 200, y = 130 JOB NO. GS-2940 SUMMARY OF SLOPE ANALYSIS Factor of Safety Section Residual Strength Softened Strength Peak Strength 201 Bishop Spencer Bishop Spencer Bishop Spencer Natural Slope 1.44 1.48 1.58 1.61 1.84 1.85 Low Water Natural Slope 1.18 1.24 1.30 1.34 1.51 1.54 High Water Anchored Excavation 1.17 1.10 1.37 1.29 1.63 1.61 Construction Drainage Anchored Excavation 1.26 1.17 1.47 1.37 1.76 1.71 Steady State Drainage Anchored Excavation 1.38 1.28 1.60 1.49 1.98 1.87 With Upper Wall Construction Drainage Anchored Excavation 1.45 1.35 1.67 1.58 2.08 1.97 With Upper Wall Steady State Drainage Assumptions: 1. Upper soils modeled as c=200, m= 300, y= 130 pcf for all analyses. 2. Weathered bedrock layer controls stability, FOS calculated for strength conditions shown in table. 3. Low water occurs from late August thru March in normal years. 4. High water occurs from April thru mid July in normal years. 5. Construction water assumes high water uphill of interceptor drain. 6. Steady state models estimate of high water after long-term drainage. 7. Bedrock is sufficiently strong that failures occur at or above bedrock surface. CTUT JOB NO. GS-2940 WEATHERED BEDROCK STRENGTH PARAMETERS m' c' RESIDUAL 210 200 psf SOFTENED 250 200 psf PEAK 300 300 psf V= 120 pcf TABLE 11 Building Permit Submittal #1 February 24, 2000 Site Work and Site Retainage Permit o U Geotechnical Information(9 total reports and/or letters) v Section 2 of 3 sections Norris & Associates, Inc. 5080 County Road 154 Submitted 2-26-2000 Glenwood Springs, CO 81601 E~ Attention: Mr. Richard Gera Subject: Revised Drilled Pier Criteria The Timbers Club At Snowmass Snowmass Village, Colorado Job No. GS-2755 Revised You have requested criteria for drilled pier foundations. The piers will be installed along the structural retaining wall alignment. The piers will be loaded by the retaining wall and Buildings "B", "C" and "D". The drilled piers will be the solider piers for the structural retaining wall, and the foundation for the retaining wall and Buildings "B", "C" and "D". Total pier lengths will likely be between 40 and 65 feet. The upper approximately 20 to 40 feet of pier will penetrate clayey gravel and gravelly clay overburden soils. The upper sections of pier will be the retaining wall solider piers and the lower 20 to 25 feet (below the garage floor) will be the retaining wall and building foundation. Foundation loads from the buildings will be moderate to comparatively heavy. Estimated maximum wall load is 14 kips per foot. Assuming 8 feet spacing of piers, maximum load on piers from buildings would be 114 kips. Load from the retaining wall will be in addition to this estimated building load. Estimated building loads were provided by Barry Maggert&Associates. We have assumed the maximum tolerable pier settlement to be a total post-construction movement of 1 inch with maximum differential movement of 1/3 inch between columns. The unweathered claystone bedrock is capable of supporting heavy loads with little deflection. We believe straight-shaft piers should be bottomed in the bedrock. For design of the drilled pier foundations we recommend the following criteria: 1. Piers should be drilled at least 10 feet into the claystone bedrock and to an elevation at least 15 feet below the garage floor slab. The piers should be designed for a maximum allowable end bearing pressure of CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970)945-2809 30,000 psf and an allowable skin friction of 3,000 psf for the portion of the pier penetrating bedrock. The first 5 feet of pier below the garage floor should be ignored for side shear. We recommend designing the piers for a minimum deadload pressure of 20,000 psf based on the pier cross-sectional area. If the minimum deadload pressure cannot be met, the bedrock penetration should be increased. 2. We estimate settlement of drilled piers designed with the above criteria to be about 1/4 to % inch. Differential settlement between piers can equal total settlements. 3. Piers may be designed to resist lateral and uplift forces. Uplift forces can be resisted using 75 percent of the recommended skin friction values. 4. All piers should be reinforced the full length of the pier. Reinforce- ment should extend into grade beams or foundation walls. As a minimum, we recommend reinforcement with at least 0.005 times the gross cross-sectional area of the pier using Grade 60 steel. 5. There should be a 4-inch(or thicker)continuous void beneath all grade beams, pier caps and foundation walls (between the piers) to concentrate the deadload of the structure on the piers. 6. Piers should have a center-to-center spacing of at least 3 pier diameters or they should be designed as a group. If it is necessary to have pier in close proximity, we can provide criteria for design of groups. 7. A minimum pier diameter of 30 inches for cased piers is recommended at this site. Quantity and size of column reinforcement, or the diameter of the pier required to carry both retaining wall and building foundation loads may dictate the most convenient size of drilled piers. Economy can be achieved by varying the depth of penetration and limiting the number of pier sizes. 8. Piers should be cleaned prior to placing concrete. We anticipate ground water seepage will occur in overburden soils and within the upper portion of the bedrock. If excessive water develops (more than 3 inches deep at time of placement), the pier holes may require pumping and underwater concrete placement. Concrete should not be placed if more than 3 inches of water is present. We do not recommend casing be used into the bedrock where skin friction must be developed. We recommend piers be drilled with a large, heavy-duty drill rig to facilitate the required bedrock penetration. NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2755 REVISED 2 Y 9. Concrete should be ready and placed in the pier holes immediately after the holes are drilled, cleaned and inspected and reinforcing steel set. For cased piers, tremie placement, or pumped concrete placement, we recommend the use of high slump concrete, 6 inches (t 1 inch). The concrete should be designed for the specified strength at the higher slump. At least 5 feet of concrete should be maintained above the ground water level prior to (and during) casing removal. 10. We recommend concrete placement with a reversed chute or hopper with a discharge hose, to direct concrete vertically downward to minimize contact with reinforcing steel and the sides of the pier hole. 11. Drilled pier foundation installation should be observed on a full time basis by our representative to confirm the piers are bottomed in the proper bearing material and check the contractor's installation procedures. Interior building columns will be founded on footing pads an granular structural fill. Differential movement will occur between vertical precast elements supported by footings and drilled piers. Settlement of footings will be greater than drilled piers. Differential settlement between piers and adjacent footing pads may be approximately 1 inch. The effect of this differential settlement on precast columns and twin tee roof element connections should be evaluated. We appreciate the continued opportunity to work with the owner and design team members on this project. Please call if you have questions. Very Truly Yours CTUTHOMPSON, INC. John Mechling, P.E. Branch Manager JM:cd cc: Mr. Martin Mata Stryker Brown Architects Mr. Stan Smith Coggins & Sons Mr. Barry Maggert Maggert & Associates NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2755 REVISED 3 Building Permit Submittal #1 Site Work and Site Retainage Permit o February 24, 2000 u Geotechnical Information(9 total reports and/or letters) a. Section 2 of 3 sections e Snowmass Village Submitted 2-26-2000 r Building and Planning Department E~ P.O. Box 5010 Snowmass Village, CO 81615 Attention: Mr. Chris Conrad Subject: Approximate Location of Interceptor Drain and Construction Details The Timbers Club Snowmass Village, Colorado Job No. GS-2940 Gentlemen: This letter is our response to Item#8 of your February 17, 2000 memorandum. An interceptor drain system will be installed approximately 80 feet uphill of the main excavation at the Timbers at Snowmass Village development. The drain system will be installed by drilling vertical holes with a caisson rig which extend from the ground surface down through the relatively unweathered bedrock and into the bedrock. Each hole will probably require casing and will be backfilled with clean sand and gravel within 3 feet of the ground surface. The holes will be drilled sequentially such that each hole touches the preceding hole and develops a continuous interceptor across the hillside above the project. After the gravel membrane has been installed, it will be drained using horizontal drains. The attached figures show the planned interceptor drain alignment and approximate locations of horizontal drains. The actual locations of horizontal drains will be determined during construction based on measured depths to the bedrock surface. During construction water collected in horizontal drains will be collected and discharged to on-site sediment ponds. After construction water collected in the horizontal drains will be daylighted to Brush Creek. The discharge of collected water will require a permit issued by the Engineering Office of the State of Colorado because it is under state jurisdiction. CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS. COLORADO 81601 ■ (970)945-2809 11w] If you have questions, please call. Very truly yours, CTUTHOMPSON, INC. John Mechling, P.E. Branch Manager JM:cd NORRIS&ASSOCIATES,INC. CTUT JOB NO.GS-2940 2 BRUSH CREEK ROA6 PH L T �URFA Cc a row � C !,; e-Z Z 65 77 --7: =rf:7 41. fc TO V, El 41 Job No. GS-2940 APPROXIMATE It Q U 7 z O O S III = � 11111i111I � ,"'• "` I „I I � ^' _ 1 � I � '\ , � II ,J � � � LIU W � LL N CL CD c IN d'1 0 'Y \ • d I i N 1 �m" .V A• A �� J r l r y��/ 1 \ \ \ 1 LU Inn LLI w ��,��•,° � . � � i / \ \` \ �� '' \ . \ \ � x , 111111111111 � IIII4 n •m 1 V Ml I Q L��U,, " _.II � 'r. • Y. ;;r> qa, \ \ ,1,\ \ � I � Q 11 ICI IIII0/ 1 w } II I� b F I� 1 Doll I 11111 1 0 I-- i r ' <1 r ° �I ` � I I�r�1 Illr�lllllllll a 11111 W �Illrrr1111111 V !v. .P4Fr;m .�' ,� $�i� _� a ��/s.•, � � . 1 I .I .,I � II 1, �111 �I„ Ii �Il�ll W I tw 1 3 FEET MINIMUM COVER OF COMPACTED ON-SITE CLAY SOILS a . v d � d / d e / a ad d � i AI :-- UPPER SOIL WASHED ROCK MAXIMUM SIZE v 3/8", 5 PERCENT OR LESS PASSING NO. 200 SIEVE / NOTE: Not To Scale d d / dd ..ti.Al A WEATHERED : ;•' BEDROCK —► HORIZONTAL DRAIN BEDROCK TO OUTLET Typical Interceptor Drain Fig. 2 Job No. GS-2940 Ltr. 2/24/00 February 7, 2000 Snowmass Village Building & Planning Depa P. O. Box 5010 Building Permit Submittal #1 Snowmass Village, Colorado 81615 Site Work and Site Retainage Permit U Attention: Mr. Chris Conrad Geotechnical Information(9 total reports and/or letters) d Subject: Lambert & Associates Review Section 2 of 3 sections E H Job No. GS-2940 „ Submitted 2-26-2000 F Dear Mr. Conrad: CTL/Thompson, Inc. (CTL/T) received a copy of a report addressed to you on January 13, 2000. This report was forwarded to me for a meeting on January 17, 2000. Because of previous scheduled commitments I have not been able to address questions raised by the Lambert review. The purpose of this letter is to respond to Mr. Lambert's questions and provide you with an overview of additional analyses that have been accomplished since our report of March 25, 1999. The project includes a large excavation which potentially could destabilize the hillside below Ridge Road. Considerable on-going effort has been directed at analysis of the major excavation. A permanent anchored retaining system with 3 or 4 rows of anchors spaced about 8 feet on centers is currently being designed. The construction sequence, installation of hillside drainage and relocation of a small drainage are part of the plan. Design of the proposed retention system which will allow the excavation to occur on this site is an iterative process. CTUT is working closely with the speciality sub-contractor(Coggins & Sons) on the details of the specific retention system. The design is not complete at this point. CTUT's work on the retention system has primarily been analysis of overall stability of the system. The detailed structural design is being prepared by the contractor. The construction sequence is part of the design and analysis. The Lambert report raises questions primarily in the details of foundation design and areas of slope stability analysis. Specifically on Page 2 under Introduction, the report says "Qur review did not include review or assessment of the correctness of the calculations, analysis or assumptions made by CTL/Thompson, Inc or others during their preparation of the planned development documents." We do not agree with that statement. Most of the questions posed by Lambert are questions directed at analysis or assumptions necessary to perform the analysis. However, in the spirit of cooperation with the Town of Snowmass Village, we are providing response to a number of the questions. CTL/THOMPSON , INC. CONSULTING ENGINEERS 1971 WEST 12TH AVENUE • DENVER,COLORADO 80204 • (303)825-0777 Under Paragraph 3, Geologic Hazard Considerations, we believe the previous reports reported in our list of references in our report of March 1999 more than satisfy any geologic hazard report requirement. Our study was directed at evaluating methods to design around known geologic hazards on the site. Under Paragraph 4, Review of Soil Study, Lambert questions existence of fill on the site. The table presented on Page 27 of our original report indicates the anticipated support condition for each of the building areas. The required excavations are such that the existing fill will be removed below foundations. Existing fill may be left in place in landscaped areas. The affordable housing areas are not determined at this time. There is an indication in the second paragraph regarding settlement. Settlement is not a design problem for this project. The depths of excavation anticipated will result in essentially a net unloading for most of the foundation areas. The recommended design pressure of 4,000 pounds per square foot (psf) is relatively low for footings on gravel. The recommendation for 4 feet of over-excavation is discussed in detail on Page 27 of our original report. The purpose for over-excavation of the claystone and weathered claystone is to provide more uniform compressibility. Large areas of the site are expected to be bottomed in gravels and the placement of the select fill is to develop conditions which will provide more uniformity in compressibility. The laboratory test results on clay from this site indicate very low swell potential. The clays tested at this site exhibited less than 1 percent swell. Mancos shale certainly is problematic in the Grand Junction area and other areas of the state in a drier climatic condition. Our experience in the Snowmass area has indicated relatively nominal swell problems. The next paragraph questions rebound after previously questioning settlement. There will be some rebound. Our experience with these types of excavations indicates that the rebound occurs very rapidly. The excavation is likely to be open many months before foundation construction is complete and the deadloads of the structure are applied. We do not anticipate a problem with rebound. The current parking garage floor elevation is approximately 6 feet below the elevation anticipated by the table on Page 27. Elevations are confusing because the drawings indicate project elevations not USGS elevations. The overall area of the excavation has increased since the original report. There may be larger areas requiring over-excavation to balance movements. At this time it is not intended to support the building on any existing fill. There is a difference in professional opinion regarding ratios of clay sizes in mixed materials. For the last 25 years CTUT has recommended at least 20 to 30 percent clay material to limit moisture penetration through mixed select fills into potentially expansive clay. This process has worked well and is used by most Denver engineers dealing with highly expansive subgrade conditions. With respect to differing values for passive lateral earth pressure the lower value of 300 pounds per cubic foot (pcf) anticipates backfill. The higher value of 400 pcf anticipates placing footings directly against natural material. With respect to SNOWMASS VILLAGE BUILDING&PLANNING DEPARTMENT LAMBERT&ASSOCIATES REVIEW CTL/T JOB NO. GS-2940 2 swelling pressure, if any, is very low, please review the swell test results. The comments by Lambert on Page 6 with respect to slope stability considerations primarily deal with reports prepared by Chen & Associates. We have reviewed the reports by Chen and considered the data contained in those reports along with our data in analyzing the stability of this hillside, we do not necessarily agree with all of the comments within Chen's reports but we do not believe it is appropriate to respond to questions on Chen's work. Page 7 - we do not believe the slope movements discussed regarding Inclinometer No. 12 indicate significant movement. The amount of deflection measured is approximately 1/10 of an inch in 50 feet. We believe that the measurements represent instrument noise. On Page 7 the global stability analysis is discussed. At several locations within our early report, we have indicated that a long-term stability a factor of safety of 1.5 is desirable. That may or may not be achievable depending on the assumptions used in an analysis. Depending on the analysis condition we calculated a theoretical factor of safety for the existing hillside between 1.1 and 1.3. This calculated factor of safety was for conditions that we believe represent residual strength parameters. It also represents the maximum ground water condition. This means that the two most severe conditions have been combined. The laboratory test results referred to by the Lambert report show a laboratory cohesion value of 1,000 psf and an effective friction angle of 16 degrees. If these parameters are used the factor of safety calculated are larger than those when analyzing the slope using the values recommended in our report. The statement within Lambert's report "The soil strength parameters used in the slope stability analysis were generally stronger or larger than the actual strength parameters obtained by laboratory tests of samples obtained from the site." That statement is not true. The report discusses our reasoning for selection of strength values. The selected values are the result of back analysis to determine what values of c and 9 yield reasonable values for the factor of safety. The lowest values from laboratory tests if used in the analysis indicate the hillside would be actively failing. At the bottom of Page 7 there is a question regarding sensitivity analysis. We have done numerous sensitivity analyses to try to select appropriate design values. The report is a summary. The basic problem is sampling the materials containing clay and gravel particles. The laboratory results must be judged based on the hillside performance. Summary Most of the comments by Mr. Lambert are primarily differences in opinion and judgment between engineers with respect to appropriate values to be used in the analysis of the stability of the slope or interpretation of laboratory test results. Unfortunately these issues will continue to exist as long as there are different engineering firms. SNOWMASS VILLAGE BUILDING 8 PLANNING DEPARTMENT LAMBERT 8 ASSOCIATES REVIEW CTUT JOB NO. GS-2940 3 a Currently, the anticipated slope retention system is a very significant engineering structure and is a composite system. The current concept is to install an interceptor drain system approximately 80 feet uphill of the excavation. The drain system will be installed by drilling vertical holes with a caisson rig which extend from the surface down to the relatively unweathered bedrock. Each hole will probably require casing and will be backfilled with clean sand and gravel to within 3 feet of the ground surface. The holes will be drilled sequentially such that each hole touches the preceding hole and develops a continuous interceptor across the hillside above the project. Installation using the drilling procedure is much more expensive than an open excavation; however, it is our judgment that open excavation would result in a failure of the hillside. After the gravel membrane has been installed, it will be drained using a horizontal drain type procedure. This will result in a dramatic lowering of the ground water table in the hillside and an overall increase in the stability of the hillside. After the drainage is in place, it is anticipated that a permanently anchored foundation wall will be constructed on the uphill side of the project. This is a top-down construction procedure. It is anticipated a relatively shallow excavation will be made after the drains are in-place to allow installation of the first line of anchors. Prior to this excavation, soldier piles will be installed using a caisson drill. The excavation sequence will consist of installation of the soldier piles followed by excavation to the first line of anchors, installation of anchors, installation of sheeting or reinforced gunite followed by additional excavation to the various lines of anchors. At the present time the contractor is preparing alternative designs for anchor system to determine the most economical balance. The anchor system will be incorporated into the permanent foundation wall of the structure. CTUThompson, Inc. is working with the contractor to determine the overall required anchoring force. When the final excavation has been designed, it will be submitted for review. The process at the present time consists of establishing the required total applied force per foot to the foundation wall by CTUT to achieve a factor of safety for both the construction condition and the long-term drained condition. The contractor then is using these applied forces to select different anchor scheme layouts to determine the best layout. When the final layout has been determined we anticipate making additional stability computations to provide a estimated factor of safety for the construction condition and the long-term condition. Because the construction period will occur during the spring and summer months, at least for part of the construction cycle, high water conditions are used in the analysis of the construction condition. For the long-term condition, we have assumed the interceptor drain will dramatically lower the water table and over the long-term the factor of safety for the entire hillside will be increased. The actual factor of safety for the hillside is very difficult to judge. We have chosen to model the hillside using residual strength parameters which results in low computed factors. The actual strength available is probably higherthan our analysis; however, because of the wide range of particle size which make up the soils overlying the bedrock, it is very difficult to obtain samples. The laboratory test SNOWMASS VILLAGE BUILDING 8 PLANNING DEPARTMENT LAMBERT 8 ASSOCIATES REVIEW CTL/T JOB NO. GS-2940 4 results are not totally reliable because of the sampling difficulty. Our calculations of the factor of safety for some of the preliminary layouts by the contractor indicate overall long-term stability ranging from 1.4 to 1.7 for a combination of drained conditions and strength values that would correspond to a soften condition but not residual. When the final design is submitted, we will provide detailed discussion of the various conditions modeled in the analysis of the slope retention system. Overall, the intent of the design is to not reduce the factor of safety in the hillside and if possible increase it through incorporation of drainage. Very truly yours, CTUTHOMPSON, INC. Robert W. Thompson, PE Chairman, CEO RWT:dd (3 copies sent) SNOWMASS VILLAGE BUILDING&PLANNING DEPARTMENT LAMBERT 8 ASSOCIATES REVIEW CTLIT JOB NO. GS-2940 5 November 18, 1999 Building Permit Submittal #1 Site Work and Site Retainage Permit _7 U Norris & Associates, Inc. Geotechnical Information(9 total reports and/or letters) 5080 County Road 154 a Glenwood Springs, CO 81601 Section 2 of 3 sections fi F Attention: Mr. Richard Gera Submitted 2-25-2000 r F Subject: Responses to Town of Snowmass Village Comments The Timbers At Snowmass Snowmass Village, Colorado Job No. GS-2755 This letter is in response to requests from Town of Snowmass Village staff made during a Timbers at Snowmass project review meeting on November 8, 1999. We were asked to 1) provide data from inclinometer and piezometer readings we have made at the site and 2) compare the current development plans with the proposed development plan that was available at the time of our geotechnical investigation publication and comment on required revisions to recommendations and/or criteria presented in the report. Our response are included in the following paragraphs. 1. Inclinometer and Piezometer Readings: Approximate locations of our inclinometer and piezometer installations are shown as 11 through 14 on Figure 2 of our report(Job No.GS-2616, dated March 25, 1999). Our measurements of cumulative displacement in our inclinometers are shown the attached Figures 1 through 4. The measurements indicate negligible slope movement at our inclinometer locations. Ground water measurements made in piezometers are shown on Figure 5. 2. We have the following comments based on our review of current development plans compared to development plan at the time of our geotechnical report publication: a. At the time of our report publication the developer had not decided between a single uphill excavation and single site retaining wall or a stepped excavation and two stepped site retaining walls. A single excavation and site retainage wall has been decided upon. Recommendations and criteria are presented in the report for either excavation scenario and are appropriate for the site retaining wall currently planned. b. The number and configuration of buildings planned for the deck of the parking structure has been revised. The revisions are reflected by comparing the attached Figures 6 and 7. The change in number and configuration of buildings on the garage CTUTHOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970)945-2609 deck do not change recommendations or criteria presented in our report. The foundation and floor slab the recommendations presented in our report are appropriate for the current development plan. C. Some changes in the grading and alignment of Faraway Road are being considered. Additionally,the geometry of the project entrance from Faraway Road may be modified from the current plan. These revision may increase the volume of "new" fill placement. Recommendations for fill placement and maximum final slope grades are presented in our report and are appropriate for the current development plan. d. Faraway Creek was to be placed inside a pipe which would then be placed inside a concrete conduit under the parking garage at the time of our report publication. Plans now show that Faraway Creek will be diverted around the garage structure. From a geotechnical perspective this is advantageous. We were asked to estimate the magnitude of site retaining wall movement that should be expected. The retaining wall is designed to allow comparatively small movements. We would expect approximately 1 inch of horizontal deflection of a 30 feet tall section of retaining wall. We suggest inclinometers be installed on the wall face and above the wall to check for movements during construction of this project. We believe geotechnical recommendations and criteria has addressed concerns at this site. We believe excavation and foundation construction can begin. We appreciate the opportunity to work with you on this project. Please call if you have questions. Very Truly Yours CTUTHOMPSON, INC. John Mechling, P.E. Branch Manager JM:cd cc: Mr. Martin Mate Stryker Brown Architects NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2755 2 2616 11, A-Axis 2616 11, B-Axis 5 5 10 10 15 15 20 20 w m c C L L N N ° 25 ° 25 30 30 35 35 40 4126/99 40 4/26/99 � 5/25/99 5/25/99 — 6/22199 6122/99 45 — 8130/99 45 a 8/30199 -0.5 -0.3 -0.1 0.1 0.3 0.5 -0.5 -0.3 -0.1 0.1 0.3 0.5 Cumulative Displacement(in)from 3/17/99 Cumulative Displacement (in)from 3/17/99 LTR 11/18/99 JOB N0. GS-2755 FIG. 1 261612, A-Axis 2616 12, B-Axis 0 — -- o — 5 5 10 10 15 15 20 20 w 25 d 25 c � t L a o_ 0 30 0 30 35 35 40 40 45 45 50 — 4/26/99 50 0 4/26/99 -o- 5/25/99 o- 5/25/99 -o- 6/22/99 a 6/22/99 55 o- 8/30/99 55 tr 8130/99 -0.5 -0.3 -0.1 0.1 0.3 0.5 -0.5 -0.3 -0.1 0.1 0.3 0.5 Cumulative Displacement (in)from 3117/99 Cumulative Displacement(in)from 3/17/99 LTR 11/18/99 JOB NO. GS-2755 FIG. 2 2616 13, A-Axis 261613, B-Axis 0 — 0 — — — 5 5 10 10 15 15 -6 20 20 C C L L a o. ° 25 ° 25 30 30 35 35 40 4/26/99 40 — 4/26/99 5/25/99 -o- 5/25199 6/22/99 -o- 6/22/99 45 8/30/99 45 — 8/30/99 -0.5 -0.3 -01 0.1 0.3 0.5 -0.5 -0.3 -0.1 0.1 0.3 0.5 Cumulative Displacement (in)from 3/17/99 Cumulative Displacement (in)from 3/17/99 LTR 3 /18/99 JOB NO. GS-2755 FIG. 3 261614, A-Axis 261614, B-Axis 0 -- — 0 — 5 5 10 10 15 15 d w w L 20 L 20 a i O p 25 25 30 30 35 35 4/26/99 4/26199 0 5/25199 o- 5/25/99 a 6/22/99 a 6/22/99 e 8/30/99 a 8130/99 40 40 -0.5 -0.3 -0.1 01 0.3 0.5 -0.5 -0.3 -0.1 01 0.3 0.5 Cumulative Displacement (in)from 3/17199 Cumulative Displacement (in)from 3/17/99 LTR 11/18/99 JOB NO. GS-2755 FIG. 4 GROUND WATER MEASUREMENTS 1/6/99 IM99 118199 1/19/98 1129/99 2/4199 3/17/99 3131/99 5/699 5/25/99 0.0 5.0 10.0 15.0 0 PZ-1 -F PZ-2 X 20.0 R.PZ-3 w -PZ-4 3 -CIE-PZ-5 w2 5.0 PZ-6 -+-PZ-7 CL 30.0 :y -PZ-8 35.0 - r' 40.0 45.0 - JOB NO. GS-2703 FIG. 2 JOB NO. GS-2755 FIG. 5 L7R 11/18/99 dy In°e st 4*00I z�s 't/6295 U � �00 8JO5 \ t 9 •L \ 1 11 � \ J?S JOB NO. GS-2616 JOB NO. GS-2755 ♦� 1 si I ' Road I Op Sp 0 5 J � 0 / / 7 / / /� / ; SCALE: 1°=60' 8 315 _ _ -es3 iii= ;� C� ♦ FIG. 1 L7R 11/18/99 DFVFLOPMFNT PI AN FIG. 6 1 I \ o / ui V 960 �) Y \ ` � w j ) `' - - ci Lo LD IV OD r J LL c o ° N LU Lb o \\ 1 \\ \ \ i I \ June 15, 1999 Building Permit Submittal #1 Site Work and Site Retainage Permit V Norris & Associates, Inc. Geotechnical Information(9 total reports and/or letters) a 5080 County Road 154 E Glenwood Springs, CO 81601 Section 2 of 3 sections F; v Attention: Mr. Mark Norris Submitted 2-26-2000 H Subject: Ground Water Dewatering Eva.uouvtl Timbers At Snowmass Village Snowmass Village, Colorado Job No. GS-2703 CTL/Thompson, Inc. performed a dewatering evaluation at the proposed Timbers at Snowmass Village to estimate the hydraulic conductivity and provide preliminary information on the hydrogeologic characteristics of the underlying colluvium and glacial till. The testing was performed near the peak of spring run-off when ground water levels were assumed to be at annual high levels. Field testing included partially penetrating single well tests and recovery and falling head tests. The following paragraphs present a description of subsurface conditions and planned excavation, and present our conclusions and recommendations. Soil Profile Soils at the site include man placed fill, glacial till and colluvium (gravity and water deposited) derived from the glacial deposits and underlying bedrock. The soils consist of clay with various amounts of shale fragments, gravels, cobbles and boulders interlayered and intermixed with thin to thick lenses of clayey gravel. Weathered to comparatively unweathered claystonewas present underthe subsoils. The soils deposition processes have resulted in an erratic layering of clay and gravel deposits. A low strength organic soil layer was identified in one area. The various soils and bedrock found in our borings are described in detail in our Soils and Foundation Investigation (our Job No. GS-2616, dated March 26, 1999). The natural soils have a wide range of gradation and hydraulic conductivity ranging from low permeable clay lenses to more free draining sand lenses and gravel pockets. Abandoned channels may be present within the glacial deposits which exhibit high permeability and areas of concentrated flow. CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970)945-2809 Ground Water Elevation Measured depths to ground water in piezometer borings for the January through May, 1999 time period are shown on Figure 2. The approximate boring locations are shown on Figure 1.Groundwater elevations will be higher in years with deeper snow pack and wetter, warmer spring months. The higher ground water levels shown were used to develop the ground water assumptions used in seepage calculations. Excavation Geometry Plans for the parking garage, Building "C" and Townhome Buildings T-3 and T-4 indicate lower floor elevations of 8298. Construction of the parking garage will require an excavation that is 15 to 30 feet deep, with a perimeter of approximately 600 lineal feet.The actual wall alignmentand height have not been established atthis writing. Construction Dewaterina Construction of the underground parking garage and adjacent basements will require excavations to near 30 feet deep. Shallow ground water was encountered in this area. Dewatering the parking garage and basement excavations may require considerable effort. The quantity of seepage into the excavation is a function of the soil profile,hydraulic conductivity,ground waterelevation,excavation geometry,and time of year. Our estimates of seepage volumes are based on excavation during the spring months. Lower volumes would be expected later in the year as ground water levels recede. It is important that ground water levels continue to be monitored and be checked just prior to excavation. The best time to start excavation is when ground water is deepest below the ground surface. We suggest not beginning excavation until August. Seepage quantities will be greatest immediately after excavation and gradually decrease to steady state conditions after construction. In this report we discuss ground water seepage immediately after excavation and during long term steady state conditions after construction Hydraulic Conductivity Hydraulic conductivity (permeability) is a measure of the rate water can flow through of a soil. Hydraulic conductivity was evaluated based upon the results of gradation testing, results of borings and also using recovery and falling head field testing in Piezometers P-1, P-2, P-5, P-6 and P-8. The interpreted hydraulic conductivity from these tests ranged from 1x10'to 5x10-' cm/sec (0.3 to 14 ft/day). These measurements represent the hydraulic conductivity only for the soils near and adjacent to the test borings and are highly dependent on the type of test conducted. Hydraulic conductivity will vary between borings.This range in hydraulic NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB N0,GS-2703 2 conductivities applied to the planned excavation geometry yields seepage volumes that differ by several orders of magnitude. The design hydraulic conductivity must be judged considering the available data. Based on test results, soils penetrated by exploratory borings, and our experience, we judge the hydraulic conductivity of the soils in the garage area typically range between 3x104 to 5x10-' cm/sec(8.5 to 14 ft/day). We believe these values can be applied to ground water inflow calculations. SUMMARY SHEET K VALUES SUMMARY OF AQUIFER TESTING Baring Nq. Water i"e�re1 lot onductivity r �m7sec' ft/day PZ-1 Recovery 1.0 x 10-1 0.29 PZ-2 Recovery 2.8 x 10 < 0.80 Drawdown 2.6 x 10_4 0.75 PZ-5 Recovery 3.14x10' 8.9 Drawdown 3.56 x 10-' 10.1 PZ-6 Drawdown 1.7 x 10' 4.7 PZ-8 Drawdown 5.0 x 10' 14.1 Construction Dewaterina The seepage of ground water was modeled as a water table flow from a line source to a drainage trench. Calculations assume the full excavation is completed in a short time frame. The actual construction excavation will be a stepped process. The calculated seepage volumes are provided to give the contractor a means of evaluating the range of hydraulic conductivities and resulting seepage quantities. Considerable variation in actual seepage quantity is anticipated because of storage release, local variations in the soil profile and the simplifications required to make the analysis. Calculated seepage quantities the day after excavation ranged between 7 x 10'' to 4 x 100 gallons per minute per lineal foot of excavation. Total seepage into the 600 feet perimeter of cut shortly after excavation ranged between 4.2 and 2400 gallons per minute (gpm). Seepage estimates in this report are subjective and based on the judged soil hydraulic conductivity. There will be variations that exist within the soil profile that affect ground water seepage quantities. We believe flows could be greater than we NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2703 3 have calculated based on the field testing. We recommend a construction dewatering system be designed that is sufficiently versatile to accommodate a higher upper bound volume than the range of seepage quantities presented above. The system should be designed with the potential to be upgraded to handle greater flow. We believe the system should be designed to accommodate at least 1500 gpm during construction. The construction dewatering should be monitored to allow refinement of the permanent dewatering system. Permanent Dewatering - Steady State Seepage The permanent dewatering system should be designed by the project water engineers or civil engineers.The permanent dewatering system will likely consist of a network of perforated drains sloping toward larger diameter collection pipes which empty at a gravity discharge into Brush Creek. The following section provides our estimate of steady state seepage for drain sizing and recommendations for continued drain design. The assumptions regarding soil profile, hydraulic conductivity,ground water elevation, and excavation geometry used in the previous section were used in this analysis. Calculated theoretical steady state seepage quantities ranged between 5 X 10.3 to 2 x 10° gallons per minute per lineal foot, and calculated total seepage quantities at between 3 and 1200 gallons per minute (gpm) into the parking garage area. We recommend the permanent dewatering system be sized to handle at least 500 gpm on a preliminary basis. Parking Garage And Basement Drain Design Ground water appears to be flowing downhill in a south to north direction. A drain system capable of collection and removal of the estimated seepage quantities should be incorporated with the design of the anchored steel pile and wood lagging retaining wall uphill of the parking garage structure. The underdrain system below slab-on-grade garage and basement floors should include a layer of free-draining, granular material at least 12 inches thick. The free-draining granular material used in the drain system should contain less than 5% passing the No. 200 sieve (silt and clay size particles), less than 50% passing the No. 4 sieve and have a maximum size of 2 inches. Washed concrete aggregate,size number 67 should be suitable as drain rock. The perimeter and interior drains should consist of solid perforated PVC drainpipe placed in the trenches and surrounded with the free-draining material. The drainpipe should be at least 6 inches in diameter, with the invert placed at least 1 foot below the floor level at the pipe's highest point. The pipe should be sloped to a positive gravity outlet or a sump where it can be removed by pumping. Slopes of 1 percent are desirable; however,given the dimensions of the structure slopes of 0.5 percent may be necessary to limit depth of excavation. Flat drains are not appropriate. Drains should be located a distance away from the foundation at least equal to the depth of the drain invert below the footing. Installation of manholes and NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2703 4 cleanouts is recommended along the drain pipes. Elevator and escalator shafts will likely extend below the planned lower floor elevations. Providing a permanent drainage system to dewater these structures may not be practical. It may be more cost effective to waterproof these structures and design them to resist hydrostatic uplift. The variable nature of the soils at this site results in uncertainty regarding prediction of seepage quantities. We believe the best predictor of steady state seepage is the seepage encountered during construction. The drain system may be better sized after excavation when seepage quantities are better known. We recommend seepage quantities during construction be measured. We should be provided with these measurements to determine if revisions to our recommendations are warranted. Because of the size of the excavation and proposed structure, the excavation will likely be open for a considerable period of time. This should allow time for adjustments of the permanent dewatering system design. We suggest our estimates of seepage quantities be provided to a dewatering contractor (such as Griffin Dewatering Corp.)for assistance in appropriate sizing of dewatering systems. We appreciate the continuing opportunity to provide consultation on the project. If you have questions, please call. Very truly yours, CTUTHOMPSON, INC. John Mechling, P.E. Branch Manager JM:cd (5 copies sent) NORRIS&ASSOCIATES,INC. TIMBERS AT SNOWMASS VILLAGE JOB NO.GS-2703 5 TIMBERS AT SNOWMASS VILLAGE SNOWMASS VILLAGE, COLORADO / 0 Woodbri g and mi iums J PAR L B \ Brush Cr ek Village 0 t5 1n�e5 Properties, Inc. 19 SNSh V� ao . �1d9 ,,vest •� g to �$ go TH- ®TH 6t / Afna T.oiop. o:' 1 TH { H-4 5 TH 7 I PZ 6 io wn.. —13 - s _ H-1 APPROXIMATE LOCATIONS OF EXPL( Job No. GS-2703 B215 N APP E 9 � / Ropd u � / 1 Rood - 7- • SP PG��_ O �\ / ♦♦/ 0001* SQ- 40 4000000, �coa Sage: 1"=100' RATORY BORINGS Fig. , PZ—1 Casing Log Soil Log —0 0 —5 5 10 10 —15 15 co —20 a 20 ra O —25 25 —30 30 —35 35 40 40 45 45 LEGEND: CASING LOG SOIL LOG ■ Sakrato Or onlo sandy clays, soft, moist, dark brown. (00 Clay, sandy with gravel and clayey gravel On site baokfill soil Ions**, scattered cobble and boulder, stiff to very stiff, moist to wet, gray and brown. (Cl. Sc, GC) Bentonita C ravel, silly to clayey with cobble nd boulder and *and and clay lenses, donee to very dense, moist to wet, gray 10/20 sand or brown. (6C. GM, SC) Claystone bedrock, medium hard to very hard, moist. gray. CASING to 29' Blank PVC 29' to 39' Screened PVC Job No. GS-2703 Fig. 3 PZ-2 Casing Log Soli Log 0 5 5 10 — 10 15 — 15 20 20 e En s c o 0 o W 25 25 S n s 30 30 Do 35 35 40 40 45 45 LEGEND: CASING LOG SOIL LOO ■ Sakrate ® Organic sandy clays, soft, moist, dark brown. (OL) ® On site baokflll soli Clay, sandy with gravel and oiayey gravel © lenses, scattered cobble and boulder, stiff to very stiff, moiaf to wet, gray and brown. (CL, SC, GC) ® Bsntonlfe Gravel, sllty to clayey with cobble and boulder and sand and clay lenses, dense to very dense, moist to wet, gray E) 10/20 sand or brown. (GC, GM, SC) CASING 0' to 20' Screened PVC 20' to 32' Blank PVC Job No. GS-2703 Fig. 4 PZ-5 Casing Log Soil Log 0 0 5 10 10 —15 15 20 20 —25 25 —30 30 —35 35 —40 40 —45 45 L50 50 LEGEND: CASING LOG SOIL LOG ■ Salarsts Organic sandy clays, soft, moist, dark brown. (OL) On site backfill soil Gravel. Billy to clayey with cobble Eq and boulder and sand and clay lenses, dense to very dense, moist to wet, gray or brawn. (GC, GM. SC) Bentonite Clay, sandy with gravel and clayey gravel lenses, soaftered cobble and boulder, stiff to very stiff, moist to wet, gray and brown. (CL, SC. GC) 10/20 sand Claystons bedrock, medium hard to very hard, moist. gray. CASING V to 24' and 34' to 44' Blank PVC 29* to 39' Screened PVC Job No. GS-2703 Fig. 5 PZ-6 Casing Log Soil Log —0 0 —5 5 OA —to 10 .E C O 0 —20 20 —25 25 F 30 30 LEGEND: CASING LOG SOIL LOG ■ Salorwis Organic sandy clays, soft, moist, dark brown. (OL) Gravel, silty to clayey with cobble On site backfill soil and boulder and sand and clay lenses, dense to very dense, moist to wet, gray or brown. (GC, GM, SC) Bentonlie Clay, sandy with gravel and clayey gravel lenses, scattered cobble and boulder, stiff E] El to very efiff, moist to wet, gray and 10/20 sand brown. (CL, SC, OC) CASING V to 10' Blank PVC 10' to 21' Screened PVC Job No. OS-2703 fig. 6 PZ-8 Casing Log Soil Loa ° 0 5 5 10 10 15 15 v. m 4 0 20 — 20 3 _ s g - W O•a �1 25 25 e 30 — 30 35 35 40 40 LEGEND: CASING LOG SOIL LOG Saknte ® Fill, asphalt and road base, gravel and ■ clay, sandy with cobbles, boulders and some organics, variable density, moist, brown or black. ® On alts backflll soll © Clay, sandy with gravel and olayey gravel lenses, scattered cobble and boulder, stiff to very stiff, moist to wet, gray and ® brown. (CL, SC, GC) Bentonite Gravel, silty to olayey with cobble on and boulder and sand and clay lenses, donee 10/20 sand orbrawn.v(GC,dGM donee, to wet, pray Cloysfone bedrock, medium hard to very CASING V to 20 Blank PVC hard, moist, gray. 20 to 30 Screened PVC Job No. GS-2703 Fig. 7 GROUND WATER MEASUREMENTS 1/6/99 1/7/99 1/8199 1119/98 1/29/99 2/4199 3117199 3/31/99 5/699 5/25/99 0.0 5.0 10.0 O z 150 O PZ-1 t PZ-2 K 20.0 PZ-3 w X PZ-4 p )K PZ-5 m 25 0 - �-PZ-6 8 8 w 30.0 PZ 0 35.0 ' 40.0 45.0 JOB NO. GS-2703 FIG. 2 40.6 ! I ,DSO \ 9 h' Cb W i 14 w \ 1 1 W W W W W Ea rF° ?g. W p W a \ O I � O �•SOU '�SipN 9 4" GAS MA/ F a Bp pTUR6 I — _ — — � - 5� - - — — — SS — — — — s iyO-eF.. 24" C X7E�15/ON `� - — — — _ iW - -- -- - — _ — -- -- 5 t 4 .p R s ss - — — -- — — — — — — -- — — p , _.._ -' -�PEDES7RI,AN T � _ _- _' ""•j --- _ -- — — — --�; � � _ — — — — — — — — — — — - - �l ` •' \ - - \ \� �� = _ - -: GIN G .•. CO Is � �� � �\� � \ - 'tea �� ekT _ `• � � '. -'.� � �� /c���� f � \ —� � � � - ' \ NO\:• \ \ �\ \\\ � r � 1. '� � -_ __ ---_— - --_ -- \ \\ \ \ V CO 3-0 ' . 7 - , / SKI A Del. �-- \ \ — — fi/� °S / / / / / i i X - a�t'FI�T /i - � V V — ov 1:'0A - ! �Rr /�_ v _ _ / / ! / �/ Building Permit Submittal #1 �A(t NF lO \ k� �E '\ \- a• �� / / / // / / / / �-� — Site Work and Site Retainage Permit 0 24" x 36' Drawings � 2.4 Section 3 of 3 sections i MN-C E— � 7-71,7 - N 26 s❑b mate a z z000 �I s — -- \� �- _ --� CJ S 1 / M GRAPHIC SCALE - \ i ST 30 o to ao eo 1m FC 126 A W FEET ) 1 inch = 30 it» — �c�i / --•�_ � —__ — — _� /� �/ / /i / /i /_- — � 1� 2 TO 1 (MAX) TO 2 TO 1 (MAX) TO 2. MAINTENANCE OF PROPER DRAINAGE DURING THE PROGRESS OF NOTE: 1. DUST CAUSED BY EXCAVATION, TOPSOIL REMOVAL OPERATIONS, C� OR ROAD BASE PLACEMENT SHALL BE CONTROLLED BY THE THE CONTRACT IS ESSENTIAL. ANY DAMAGE DUE TO IMPROPER ATTACH FILTER FABRIC MATCH EXISTING GRADE MATCH EXISTING GRADE MAINTENANCE OF SAID DRAINAGE PRIOR TO FINAL ACCEPTANCE FENCE OR STEEL CONTRACTOR AT HIS EXPENSE. THE ENGINEER MAY REQUIRE FENCE Posr \ � CII t THE CONTRACTOR AT ANY TIME TO DISCONTINUE CONSTRUCTION OF THE PROJECT WILL BE THE CONTRACTOR'S RESPONSIBILITY. ON S' CENTERS SEDIMENT CONTROL LEGEND 5• ACTIVITIES UNTIL DUST CONDITIONS ARE REDUCED TO THE p .1 ENGINEER'S SATISFACTION. 30" —0— SILT FENCE 1 2 BUILDING PERMIT MAB 25 00 \l 3. ALL DISTURBED AREA TO BE RE SEEDED. RUNOFF —X— 4. ORANGE CONSTRUCTION FENCE 0 THE CONTRACTOR WILL BE REQUIRED TO FURNISH AND APPLY A ® FILTER TRENCH 1 2/16/00 PER TOWN COMMENTS MAB (� ° 0 0. 10 DUST PALLIATIVE ON THE SITE AS DIRECTED BY THE ENGINEER. O TEMPORARY SEDIMENT BASIN NO. DATE I REVISION BY DUST PALLIATIVE MAY CONSIST OF WATER OR A SOLUTION OF 4. ALL CUT AND FILL SLOPES TO BE 2 TO 1 MAX. 1 1/2" SCREENED ROCK y Y' j = WATER AND MAGNESIUM CHLORIDE OR OTHER APPROVED SUBSTANCE. STAGING & CONSTRUCT ON PARKING FARAWAY RANCH SOUTH 6' SPREADING OF WATER OR WATER MIXTURE SHALL BE DONE WITH _ _ _ _ ® SALES PARKING SNOWMASS VILLAGE, COLORADO c oo . ' TEMPORARY BUILDINGS WASHED SAND MATERIAL o°8 0° ACCEPTABLE SPRINKLING EQUIPMENT. _=I I l—III —I ` I ® THE TIMBERS o°, Q —III I I--III ®do z-3 ALL DUST CONTROL SHALL EXTEND BEYOND THE CONSTRUCTION 1z" MwIMUM MIRAFI N'140 o`OO°°0off oo AREA PROPER TO THE SIDE STREETS ENTERING AND EXISTING THE I I �--� L=III I I—III III'-I EROSION AND SEDIMENT CONTROL PLAN FILTER FABRIC PROJECT, WHERE MUD AND DIRT FROM CONSTRUCTION EQUIPMENT, �� —� 1 1/2" SCREENED ROCK 3' AS WELL AS LOCAL TRAFFIC, MAY GET ONTO THE SIDE STREETS, TRENCH APROX. 4" X 4" SOPRIS ENGINEERING, LLC. CLEANUP OF THESE AREAS WILL BE REQUIRED AS NECESSARY IVIL CONSULTANTS FILTER TRENCH TYPICAL CROSS SECTION OR AS DIRECTED BY THE ENGINEER. 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CHO , t ROW BAR GRADE TOTAL BEDROCK FORCE SIZE 0 TALL UNBONDED BONDED LENGTH EMBED (KIPS) Y *• - # SIZE 0 TALL UNBONDED BOND D LENGT EMBED (KIPS) ' t N TOP 5 0.6 OX270 150 " � '' �` _ ; ,r r TOP 5 0.6 X270 5' 30' 45' 80' 25' 120 5 30' 45' 80' 25' y. - •;. $,+t�"ta'' h :- , . 1 MIDDLE 5 0,6' X270 5' 30' 30' 65' 25' 150 ' 'I I <?it n` ° "i � +I ' ll , ' .t i g,' ♦ ,, I MIDDLE 5 Q�6'[�X27Q 5' 30' 30' 65' 25' 150 N 11 , TIE BACKS SEGMENT Nor 3 }� " : BOTTO 5 0,6 OX270 5' 15' 30' 50' 25' 150 / / # :� F HpTTO s 0,6` X270 s 1s' 30' so' 2s 1ao ✓. ; .r; , ; , $ MIN MIN LOCKOF z "; � y ' } ANCHOR LENGTH, FT yr t r' ,I. . � , RpW STRAND TOTAL BEDROCK FORCE (n _ ,� ,'11+ ' ? # } °� + f SECTION SN=2 SECTION SN-3 TIE BACKS, SEGMENT NO, 2A SIZE � TAIL UNB NDED BONDED LENGTH EMHED P > V r % /}! >F} y - L S ,S IV °" � , , , " r T ' x ; LENGTH, FT MIN MIN LOCKOFF 1CT❑P) 5 0.6' X270 5' 55' 45' 105' 25' 140 ar 4 ROW ENGT GRADE BAR ANCHOR ° � Z Y� ROW ENGT GRADE BAR ROW SIZE M BAR GRADE TOTAL BEDROCK FORCE — � pt { i ` r: 4 f TAI NBONDED BONDED LENGTH EMBED (KIPS) 2 5 0,6` X270 5' 45' 45' 95' 25' 180 ` . x , '> 1 20 75 #8 _ tai. <`' z 2 20 75 #8 1 30 75 #8 TOP 5' 32' S3' 90' 25' 3 5 Q 6'�XZ70 5' 30' 40' 75' 25' 180 } fir 3 20 75 #8 2 30 75 #8 MIDDLE 5' 23' 52' 80' 25' 4CB❑T) " j f/ e ti , G '.� 3 25 7S #8 5 0.6 OX270 5' 15' 30' 50' 25 165 ^ ' r + ,r- r 4 15 75 #8 4 25 75 #8 HOTTO 5' 15' 30' 50' 25' , Y l 1 O "..I 11% ii-- v r� + 5 20 7S #8 a N ' f. . f 1. rug BUILDING D m Q ° o y I 1;<•'t Y ` } ;: BRG, PL 10"XIO"X3/8" BRG, PL 10"X10"X3/8" --- -- -- CD , n 11 V / � P 4 's ^ ` RIDGE PROPERTY CORNER UPHILL S❑IL NAILED _ -1 X r AND STONE RETAINING ll�- s Q * '�# `,' APPR❑X, 41 FEET BEYOND --- ----------- - :fi- ' ' WALL CA=1580 SE) O ,} > 37'-6" 38'_2�� - 97' -53�g" � ,� w C .1. 11 f3` k" t' n � yt. �? f : 5/ —ON NrJ/_ON N�/-ON /- N . . !•- f « �: u '$ECTII7N SN-1 9�2 6'-21/2N A /, r �F� < I T 1 _ ---__ ,k a4 -L 3/-3%"3 --3% _ j r; , y #8 X 15'-0' EL EL 2 7 O '' '� t" f ` ; " S❑IL NAILS CORNER 1019 1019 I S t. ♦ { / [�/-ON /^ N /- / /- N /- N / N /- N /- N /- N / - // /- // / // / _ // /- N / N / N t ` I.1 I A ' O 0 8 -0 8 0 8 0 8 0 8 0 8 0 8 -0 0 8 0 8 0 8 - 0 a A ' r 8 0 8 0 ' 8 0 ..' tP' s ♦ C❑R ER 1 13 14 5 1 1 9 A . _ fi ,'r .rr J l I f00,�- EL 1020.0 r 1. ti 6 EL 1017,5 X I 11 f. ' - r i f ff 4 I it o yvh ( - '' i- ' t > CL 10IOr0 -- 1- . - - EL. 1010 akf w ,' . . . '� EL, 10055 • f r�.,I LING. 2notL f2 � I � . .. . . . � . I .. . �) � U , I' .., � � . �I_� — - --- — -- — --- _ - V'. �.. l 'n _ f° '� �L 1000.0 — — _ _ -� - - -, _-- —. _ -1 • I i - - --_ _ -- _ —�_ _ - -- - - -- --�-- - L 1000 11 I -- j .•-. _._ �. _—�_. --. -__. �_.-_-._ C -- - - - - - z - " �_ _ , __ --. .—_ -_ - --._ __--____ __ -- -- _ - -__ '--_'-- - -- -- - _-_ _- . �- 1 --- -- _- o ELr 993,5 �.� L.L.11 E —i ` - - --— —-- - ---.,--,------ --— -------- - I1LDGf ," 1st FL ❑R - - -- —_ - — -- -- - — - _ --- - I / TB @ 995.0 - , I � 1, � I 1 . ': � : � S s.. t 0. G —. _ _ . —_. - --._-. ___---_._-. _._—...-.— _ 4 P f _._- ..._.— ,, �---._-_ -...--�— -- __. ^- -. ,. 3 �L '990.0 ---- -- - --- ---- -- --------- - ------ ------ -- -- _ -- - --- - --- ­­- -'--- --- - --- -- - - - } s 6 , _ }� _ _ - _. .- -___ - - _ _ _ 990,0 __ ,_ .-.. -- ____... _- ___ -- --: EL ,. , Y " r —f3 -- --- — — -- - - T13 ��l.� ,- --- — — —— � z I ,r. ­ :" , ­ ­�' __ _ , I' ' � -.'. I I . . on - '------ � ' ---- —rr < � '' _.._—�_ ---��-Ii� -- --__ - - --. -- _--_ - __ _ --_ _- _ V >'EL 977.0 —. -- - _ _ - - _ EL 977.0 0 9, j. Q h .! - O ` v N' ' I ( z y� i 3 Y F "' X70.0 -- - — - - - -- - EL 970,0 0 1 / M O Z p 0 W x F f 5' r -i Q ` I III r . L 9617.0 ---.__- _ rr nn . r ` o-- Z V 1. �' —. — W .w ' . 0 78,00 0+87,80 tr s a 0+30 0 50 1 ?_6.00 1 60.00 2 00.0 2+2342 c� �, LAGGING AREA = 4242 SF 42' DIA. PIER TYP. Y rn � , h 1 + "`" S❑IL NAIL TIE- BACK DESIGN SEGMENT "A" �O a r , . SPECIAL_ WAL SEC IILIN I I ' - ABACK DESIGN SEGMENT A TIE- BACK DESIGN SEGMENT "B" a_ t AREA = 554 SF F tb = 60 K/FT _-- - _ __ __ -- , ---_._—__ ") Y Ftb = 60 k/ft Ftb = 90 K/FT ~ '� / * � -', I r n n w .;' f , + ,: / , - ESTIMATED BEDROCK El . = 984 J v ' rn � :, `` -0 ,/ 'i x (' , SOLDIER BE 12 THRU 19 REVISIONS r� * „ , // // ARE DOUBLE C12X25, 6'B 1 . , : ,' e . u : WALL ELEVATION A SOIL NAILED WALL & SOLDIER / TIEBACK WALL NO. DESCRIPTION DATE n w • b 2a. tv , r n_ - f'.. d n':; n y {. { - y L SCALE, 1/@' = 1'-0' 3•4 a day 'd"I.' t' } + r a Nr I r t / f + ; I, � yaa y , ,%T t 'I 'll, .,A v ,�}i"! �i )I,7 yr>4 ,a, g`x fr' i eY"Kf , .1 b5, '..-yet f;TLi g v',' +'3 .. f '� fe v - ' aw 1. 11��'✓ � lf t�tea, 5 'Fp �` � iVf Y > A 2 �- t r a#, �� 1 rl JOB N0,�jr ]1 x4'i.iv�' §"'.� i'.7i Y �S e � �`'LY 4 { '}sr f Y a ISSUEDr 471fJ 'a n9 11 n� rtx > .��/ '1'W,t'� f. " : ' `,:4 � " ' - DVN BYr Sr7J i� w, Zr �,, „ , , This drawing, as an instrument of professional service, is the t=� yr ;T 3¢$; n , < . property of Coggins & Sons, Inc. It is furnished to the Genera! DWGf NOf . } a , -`I Contractor for information purposes and for approval for construction, s :; " . '` ' K° �' ' ' ` ' : , by Coggins & Sons, Inc., of the shoring and bracing shown on }( �`...11 -34, ;,#�'�� j x } f f ,s the desi Hated pro ect onl It shall be returned to Co ins do Sons ' ` � `' "`11,k Tf iLL '?7•t ;v�fT 'y4�' 4F"F�'lif 1ty1 #♦ +L ';iii y x ._ 4k ay fa J -_ j y ``� 9 J Y 99 , ,;� _ f'y h `d F' 4 yc�p1"yt f t vr '* /! z'' 't0.. ±`1 ,f '! ? . 'S; y r' c.,a4r.. ' �'tl ,. : x 11, ,:' y �, :,.,�,,,y .t i, .� . , n demand. D. „2 0 a t upo PLOTTED: 02 17/00 ." 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P ,-.,� :. - r - ,, r§ + i r sJy MIN MIN LDCKOF ANCHOR LENGTH, FT MIN MIN LUCKDFF � }' LENGTH, FT ROW STRAND TOTAL BEDROCK FORCE% i $ ;, ROW . sI BAR GRADE TOTAL BEDROCK FORCE TIE BACKS TAI UNBON ED BONDED LENGT EMBED c P ) SEGMENT N o, 6 SIZE °° SEGMENT N o4 S TIE B A C K S TAIL UNBONDED BONDED LENGTH EMBED K P ) ti 4 t , ' 4 1CT❑P) 5 0,6'0X270 5' 30' 45' 80' 25' 140 s !11 a 1,' � i . ,5 5` L(TC1PT 5 0.6'0X270 $' . 50' 45' 105' 25' 140 ANCHOR LENGTH, FT MIN MIN LOCKDFF LENGTH, FT MIN MIN LDCKDFF e' I.I 1. v&Sa ROW SIZE BAR GRADE TOTAL BEDROCK FORCE RDW ANCHOR HAR GRADE TOTAL BEDROCK FORCE 2 5 0,6'0X270 5' 30' 30' 65' 25' 180 X' 2 S O.b'0X27O 5' 35' 45' 85' 25' ]80 TA L UNBONDED BONDED LENGTH EMBED (K PS TALL UNBONDED BONDED LENGTH EMBED (KIPS) # @sv r J - SIZE Ib ' �4 ;'y 'y y(r+ ' C , ` , . ' �j 6.0(270 5' 30' 30' 65' 25' 180 TOP 5 0.6'0X270 5' 40' 45' 90' 25' 135 TOP 5 0.6'0X270 5' 30' 45' 80' 25' 115 3 5 0,6'0X270 5' 30' 30' 65' 25' iB0 � 6 1 �, r rr,i , - - . ' ` �7 '1 1 ' ?r j �ht }' 15' 30' S0' 25' 145 MIDDLE 5 0!6'0X270 5' 30' 40' 75' 25' 200 MIDDLE 5 0.6'0X270 5' 30' 30' 65' 25' 170 4CBOT> 5 0,6'0X270 5' 15' 30' 50' 25' 145 -1."` , 4CBOT> 5 0,6 0X270 5 P �4 '4,� r', L 3 ,"r'+• - BDTTO 5 0,6'0X270 5' ]5' 30' 50' 25' 200 0,6'0X270 5 15' 30' S0' - BDTTO 5 25' 170 1.11 P . /, K UPHILL SOIL NAILED , , a,f , r, k , a c: a'. L y : ,,. , AND STONE RETAINING v Q : ,r . s, L - WALL <A-1145 SF> 92'-g5/ " 5 ,_ 1 " _ 3 - 44 ,,, ♦ , .* , . 8 2 1 54'- 10'/ " 36' 5 /g" ,£ ,, — 1 i I. _-a ' r- 5g" BUILDING 'D' m *� N1 t <�: 1 4' 115/8" 5 -9136" -5 8" ft 0 1 z 1. +�- V s t ;w > � h : \" , g<_p" �, fl" g•_0" gJ_0" 8J-0" 8/_p" 8/-0" 8J-0" 8.-0" 8/-Op 8'-p" 8/_0" 8r- 0" 8`0" 8f-p" 81-0" 8'_pd _ " 8'_0" 8,_0" 8,_0" 8,_0" 8,_0" 8J_0" 8/_0" 8,_0" 8,_0" m o a := �f - _ , C❑RNE 0 T,r' �, ❑R ER C❑RNE w , X I I \ -- — / _ / 4Q Y 1 —" O V,��,%. ' ', --T j". a tu > LA M 1`' i , { 1018 I 101 010:5 `_ ' 1014 p ' ' Y'`, 23 ( 1 08,5 1011 V j cf5.-------- — F < __— 1_ +r '... ! . �;i 20 ' 24 0 9 Y 4 v _ ___—"- -_ __� . 25/ ' ' 'r $ r �' r i 26 27 28 A ]n TOP G SHORING IDO .0 {H 1� O x O 29 30 .a' r 3l 32 33 34 2 7 47 49 I V ' O 35 36 37 38 39 qD 43 v .7 * .k v. 0 `: _ 4] 42 44 45 46 = 10 X " L' iZ 4`p� Lh n'- •� . . \>r O!'sAwg0. sM! - - _ _ - i i . .5 _ _ _ tu •tz =.: .. --- —�� .� J _ _ ' £: _ .._._ _-�__--Y__ .___-- _ ___ 4.. s , ' x �- I I 5 \ - - --- - - - -- - - - - -- -- - - --- - - —� -- d c .,,- -. _ -- o - �` --- _ _ - - --_______.�_. ----_-_ _ - -- --_ J �� --- -_-_ - ------ _ U >, • art — - -- -- --- _ __ _ _ L; —f lf:��—c ; __ -- - p ---- - ----- -------- -------- - --- ------- r. --- - -- - --- --- -- ---- -- - - ` t. fi _r. 990 � ----- --- ----- - - -- -- - .��iqn-- -, _ ti. r. --- - - - ------ - - - _---- --- -- .- - ------ ------- -------- - --- --- ----- - a _ - o `- r ,. - - - - - - - - - --- --- - -- - -- -- -_ -_. _-- ,.,, �. , r --- ---- - -- - _ - --- _ -- - - - ----- - - --- �i , -- - - ----- --- -- -- --- - - - -- - - ---- - - - - -- - 11.1 N _ — _ r — — -- -- ---- — — — — _—�—� — //A/� .q. .. ..-__ .— v__-_ —.--. _--._.___ p -7p �. �- ♦ -.-... - -..-. _-- —.- -- - - .-.--- -- -. -------- --- ---_- .— _ — — p.. e __ _--- _ -.-__.__ _ _ __ -.__-__ __. _ 977 - — -- -- ---- - - - -- -- - — - — ---- —.--= - -- — Z 3 2 I N< ' r � � �, r,-, j . ' i OIX N .n 1. f o 97 L = 9 �� C) � , o , I 101 . ,' I Z O T . r,_ - f 9 6 - -- - - 9 Z ►n -- --- ---- — — O - W U � { i I i`, f < d �"' _ a' .� I ESTIMATED BEDRI]CK EL. = 984 42' DIA PIER, TYP, `' ,, � Gk- �t I c � r c r{.' Z V .,x `.'7; w — - 4 22,9 �' 2 75,0 3 25.0 �'� w • c+23,42' 4 8 ' ,, z - 2 ,0 I- 11 N' . 1 14 + ' 3 6, 3 f,9,11 4+59.3 � --- � �. ! v t x� f U � i , � T TIE-BACK DESIGN SEGMENT B TIE- BACK DESIGN SEGMENT C TIE-BACK DESIGN SEGMENT D TIE-BACK DESIGN SEGMENT "E" Q °'51 11 — — -_ s ,, r, g y Z ol ' Ftb = 90 K/FT Ftb = 70 K/FT Ftb = 60 K/FT Ftb = 90 K/FT O o ". r) .,,, G ' ' J WALL ELEVATION " B " SOLDIER BEAM / TIEBACK WALL SOLDIER BEAMS 20 THRU 48 UW . 'I x Vii. 4 ARE D❑UBLE C12X25, 6'B/B p X i Y.a- =1_ i V LAGGING AREA — 7100 SF SCALES 1/e• = 1'-0" REVISIONS gl 11 r � , �� 4. T� ` N0. DESCRIPTION DATE "? A" ,i4 i e L r♦ ,'jam`'" �-� {*G ( F y4.;7a '+' Y i S J) trv,;�•* sre 4,r 4 t 'Z _ - t is +'4:"! % r1 YG}{•✓4 t; P S; 3 ZF = T 5-. ' 'R ri {'�S 'b . , A PF 1 { a Y ;_ ' ' + � 1..1 I - . �' � LLl Ol t l .{\P ,:r K �£ � �1M1 t t ` _.y, l r _ a i . r , ,, 1 T-111- ', f F,�. � ' i i❑BAN❑ 4713 DWN 8Y. SHS r ,� r � ���` .,' " , r � ,� 4 ' . This drawing, as an instrument of professional service, is the , y 4` C y'1 kF 1 ,Y 4 f Y t. F �'} ' N i v} ,^r` Y / �� h DWG N❑ i } property of Coggins & Sons, Inc. It is furnished to the General : .; . 'M I *1)i ,,. r. . . .:. k r -E•-r y �,4 }t . f -,' t�* /,t,t Z .'rjjj�,qi "F' C Contractor for information purposes and for approval for construction, - ti, .., . s�i 3`y ,1�e�4' i ` I , '�?°� � ,'r w " , , F' Y f ? ' by Coggins & Sons, Inc., of the shoring and bracing shown on �/Y�) C 'f i.�.. •'`n !�t•t" .f'SYgTt. ) iron ) ,U , ' ,F All c .-( E f..X t ':i ) I • B V " : r the designated project only. It shall be returned to Coggins & Sons ^ '- s '*' 1 s` s: � �f•�L ,�lyyx•Jk, 'ti. f, ,"u,i a .a k n-t r 1. l fr A e ! "+. t, ;^P^4l'S,.i .Y 'j ,t< 1 , R3 i ' t r ^t i 1: i r•E1 Y •: {; , t u on demand. -. t s ryv� . 02/17/0 r Si i , _ f as i , s t i;. . JE - a y 1 •7y .3,+ ,xX .,r ♦ <. � } i"; _ .µ. a - _ �v�, R �e y,. £ 3 i�a?'} �Y.t, M1P.. =L' .-.{ ' :f.. ..f f 'w,. 1y .... .1117, 1O £ ' 1`•, ? Ir Ji 4,p, y l � P _ VZ w / N ♦1 F y,. �. _ , Llr Y i 11 I y Fa !k 4d Y , 4 1 � l P 'r t h f ' .� ; ' +t x . 1 i s . i ,l<S /! 1� Eti L f a t-V x♦ ^{k,. "+.t.' t.'- - - 1 ,.p.,. I • ..U,! y"_Ly. 1'x'1 � ',trt r h.. r r '1- j ".1,. � 5.'a l.t iR.i'j;'� Ey. °.'S f M1 .. : ev. A y si ], 1 -, =1 yJ". N .f �1 R irf ,ar, s ... ,\. ... .Z ^ `h s� Y e ..�,_. e ., p. %` $:, +il` �} w is ,;p S yf A ` 'oT.e�. ti'>P'.tr,r'i '%n s'i SX ;'�,.. .,},. .... ....E ....,.. ;. - .- , a tea .'< _ Y. S+ 9 s �. ♦.riK- r r 44tr aJt w v3 f - ` <Si -�' < s '.' Fx tk mb ., f .. r s i^^ r _ Iii It, , # ` y K y , . 4 C e , ' r: '- s r % _� 11 1 W' � - - f iR f; S9 d ;9 k ' � ' « ' , y Sj '' r ` F,.. fs ' { k °� f `u ,' ,` J TIE BACKS SEGMENT No. 8 yy i i` ,) , " t w r w Y II I— ": s t', * s.ro " ' Xr r `' '`, LENGTH FT MIN MIN LOCKOFF TIE BACKS SEGM NT ,.I. h + c w� '`` T ' d fr ",;,, r f r..L' t , i ; s .x.'. "+' , ROW ANCHOR BAR GRADE TOTAL BEDROCK FORCE E N O. 7 , y �4, �€', , SIZE {d + � ,, ,.�,�h,;�1 T #f r > 1 ;$ , r . , %, A TAIL UNBONDED SON D LENGTH EMBED (KIPS) i .o, f ;,`: , 4t ;k Y , ' . ANCHOR LENGTH, FT MIN MIN LOCKOFF 4. ., r ,f, , x �.V7 A fi f , , , , `' 1 (TOP) 5 0,6 mx27o 1. ROW STRAND TOTAL BEDROCK FORCE M; 5 30' 45 HO' 25' 140 SIZE ;Y . I, 2 S 0•G'�1X270 5' 30' 3p' 65' 25' 180 ' TAIL UNBONDED BONDED LENGTH EMBED (KIPS) < ,. , 4 * s v UF'F1I1:L S�[]IL` NAILED TOP s 0.6 X270 5' ao' 4s' 90' 2s us : . s, f r AND ST❑NE RETAINING 3 5 0.6' X270 s' 30' 30' s0' 2s' lso MIDDLE 5 0,6'GX270 5' 35' 35' 75' 25' 155 7 ". ,�° rff, , WALL CA=1000 SF> +'— f ' '�� ' „ > f 7: ° , •'� ., - .. 4CBQT) 5 0.6'�XZ70 5' 15' 30' S0' 25' 145 BOTTO 5 0.6' X270 5' 15' 30' 50' 25' 155 �� .il ..}, v t { {� y �" �, ^7,t 4A� S',.' s f r - 91'-93/4" 57'-4�'4" ._ 1 F� - —J t,o y"' ! c „ {• ;38 , 3{ q , ° . .1. y 9 M . I " t' , Yet "'Ik 3t Z ;rh , T rn 1-1-1 r � r --- -- v rr. , f �� ' ��5f8" I C❑RN R CCIRNE_R t (1 �, K 8,_0" $,_d"` 8,,0. 8'-0" 8'-0 8'-0" 8'-0" 8'-0" 8`-0" 8'-0" 8'-3�" 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 -'�" a " a a a v g t _ -2 8 -� 8 �_ g -8 8 -2----------F�� �8 2 8 -2 8 1 Z o I '� ; ; .: ` ' E = 1016± 1012 T, - \ , a s , L. = 1080 —1. . ^ ar r ,y, x-` _". , EL, = 1012± 53 s4 9 SLQPE D WN FRQM _- '` _,�, I, � s1 s ss sb s� 58 s 1010 EXISTIN GRADE � v y tai � � `'°`—\t--- 1015 _ � p . A.' aT k s� 49 60 O 1 s�+_ gA- # :X010 - 61 63 Q U] u t q QQ (4`11 64 r O 65 66 O 8 69 ��l i , t� b� O �0 71 �z 75 EL 1010 '" - _ :�� - O i � l'. . ° ° 73. ��. 76 �� N (rte , r. ____ J _ - - - - - --- _ — , , - _-- - - - — - - - _ --- I° - ti _ ---- — - - - ----- - _ - — - - EL. — _ _ o - -- — ---- — _ --- - .---- - - _ I-=---::----- _ v ' - _ - —_ -- - -- - _ - - - - ---- - I �_ - _ _ _ __ __ ___ _ L. 000 'va. . L - ,. __ _ _ _ _ _ _ _ I. .> , �- , >. y -- _ -�_..�__ __—_- '- - __ 3f - — . , ___ _ _.�_ ._ - - v v - i _--- -.-_.-�_ _-_.-- - -_ �__ .� _ _ ---_ - . rt ,v _ ._� _� _ �,-- ____-__. _ _ __.-__ _ -� _ ____.__ __._, _ aj o - 90 r si6 -� _ ! - .-- o - - - —_ --__ - - -- - - f I ♦ _ �_ ____ _ __ __ __ A Y_ O 1't 4S t Jf,i bYi , 9 ^ __----11--------A _-- O i .. _- _-_ _ _ _ 77 Z U i # ',) ```� l : — 9 E 0 OI I I I N b I. F I � � a . a <• _' 0 z a Q 4+59.38 5+00 5+51.19 5 63,0 6+82.00 o n � x ESTIMATED BEDR❑CK ELEVATI❑N 6+08.54 O ,,) i BQT QF SOLDIER BEAM p oM r ri 4 !z EL. 960.0 x V F, \ 6+87.(1 k+ �° E , ' N s TIE—BACK DESIGN SEGMENT "E" TIE- BACK DESIGN SEGMENT "F" _ 0 ,. I . 11 I - . I � ' �, y C "� r ''* ' . Ftb = 90 K/FT Ftb = 60 K/F T z (D I I ,, , �+ W ', , a� - " A , , , - , , , . : I . . (D U w SOLDIER BEAMS 49 THRU 77 a rn , 4 } M S II 4�i l5 < � : ; ` ' `u; '�r x WALL ELEVATION " C " SOLDIER BEAM / TIEBACK WALL ARE DQUBLE C12X25, 6'B/B a '% �� t , f 4 g \ i Cs T < y _ .w 1 - 1 S i` l I t f ; . SCALEI 1/8' = 1'-0' _ "' y , -'r ,yam •t M ij, 4=: , I LAGGING AREA = 7924 F t ' w r r.° lJLf. y rs , ;r Y > f , 't' 'y , �v s r. 'tLY Y '/ 4 >/fl t K Y a 1. REVISIONS Y ti j 9_ v_ \r y M1r r .11 tl < Z c 1 I t ♦ DESCRIPTION DATE SSI' 4 F 2 i"A a t zl q'I q.,y?r4 j iYr •3, iI-y_ t� iy� r 4 5Y� : f ' ' 3 " � fn r!11 sn Fc r ! S f q j•. 1 a k> �/. ' Ai , t<A c fy - J _ 2 r,', l.s ' r"t?,fr it -T r} \5 t,f-.;� ` % t�4e- y4 x�J..: }tom {'S,.,t r a} x r<: f 3, \ I"v }- - kj.4 y ,! s C !'g`°tr, rrti• 4 tc;'' t`i'''` t .r 4^i c }f. ` .� 'b� r S �, . �4t ' `� JOB N❑. 4713 1.p 'S 3 of i xA 'Po s 4 4A. r Je?; x, ""kit + y��C tis.f- * ° }'y i 1[' l h\ A' £5 / Si A 4 R , a'4 S a .3 '1•.t v' , r IrC, 1-,--;i' sft ,.a +�`�� ��" ri. s" 1 , L ,Ji %14 I -l.R (F VF ty�,[ f sd �1�-'SG �iTr s d ! .�. , 'k >' ( �'f1 1 r �' *: Pt i t'd : .}i t *a£9"sr j`S*�,� f"rk ' r / .� , ', R.5 ISSUEID r s,,W_ f :• sk�a ;^�,ti��� %; 3 f � .;: a ` ;1r ' t 3 This drawing, os on instrument of professional service, is the DWN ar' SHS 1,, ;t,11 I. property of Coggins & Sons, Inc. It is furnished to the General I]�/G, N[], t . *.~f, Contractor for information purposes and fora approval for construction �'` r 4 c,, ' # r, a �' I �r �^ In,�~ ,vx Lt Y`' k ":;,`� by Coggins & Sons, Inc„ of the shoring and bracing shown on , ;� ,, 1.1. ��i�� the designated project only. It shall be returned to Coggins & Sons — �`• 4 -} y1 : 4l J Ip fib': n u :.No �; lst $g s r f' , '` Y ' `r "F .. .la ,,.r s l�k s 'Fr•`f ' .. f�, •:t \ '� , 4y Ft, �4 r k. upon demand. ti�F+ ! l 5 °. - ,.. ,?' S ?# t.., x ,.,r _ ,P ' r SFIT, _ OF 10 ,i y t 1.�- a , �' PLOTTED: 02/17fb0 4 _WO"t, I . i 11,} yy, n f X' r ',C1 •..^t Y y`\�4 '�44% F 'n {U\TIA�- c' f t.. I.3 1,,gyp Y _ , ..I 5 y i y`+e — , r ., y I I 11 I 11 jam,;Xrn ji'4 4r r j'i >� , , .` 3r c, FF, a, i ti a r r ', }t ej t y r r s Y �1p ria z: k 1 r ` . .` rt`7 i, ' , t 2 y :i is b+i •4y� i •(t 1' Sat R i ivy •.' 1 ,. _ _ � .A 1.. + y±" "�', y`4 ic4,,•`'. :^b'' K fed;::+ F •r , Y: c .1.'i '� r ' ,ii nt .x „KL.,•.� r? .:. ,,.5;.y, i, ,$- °. 4 rn_n t '..€ r. . 1 i' ;, r ?'' s .,. •; 1 tt.z.. t ,:q�� r �o a'ra: t � . '.'- ,X.' rb t: d. :4_rfl"`Y � ..�. r �}r'r-.e ned Y Y'. 's ) �I, j.; y q ..r fit' Ta{ ,$. -0 4 .ttt.. s '.`aS"d' `A e, •s ' > „ ♦.,. Y, r i ...�v.��', °`f n.tii. yc („ „1 3 is , i ,4 ,` .'.11 Ill "tyxg rre .t,.,. _ �# _ ''. +$ai. r ' a .. . c ''1. + ;f o r+1, f r, r t,,? ,, yl : 1 pt�I J , �4� A • f } L.r CS s . , 7 y y�. i it 11 .11 I} -11 i x - r ' ., ±> S l r < v ��yys� r i a . E F rx s y r ,, : s i ,, Sl � � . I rr Y V" v d t , f i _ y t ' r aR SECTIGN SN-5 yA 9, a' , Y`I " r r s'T 3, & ,, y 0v ENG7 GRADE B Y f. ,fie t 11.' v a , r *' �- rte,, 1 45 75 #9 � . , 1.+, i,, G r tt t` ! pW ENGT GRADE BAR SECTION SN-6 ', ', a< i r 1+ 2 45' 75 89 1. 11 x �' ; y �a 3 ao' 75 #9 I so' 7s #9 SUIL NAILS AT BUILDING 'K' Raw ENGT GRADE BAR ll., , <` ' a 3a 75 #9 PRQTE�TED N�ILS ABQVEQE EV ' '' i �, _ ' ' t r 2 50' 75 #9 1 45' 75 #9 11 c � ? � ' ` Ya S 20' 7S #9 3 45 75 #9 92,_0• 2 40' 75 #9 11 R I I IT''93 r. 4 45' 75 #9 3 40' 75 #9 �/ ~11 w ;` 1 ; is 4 MIN, SHOTCRETE THICKNESS SHALL 4t. ,y „ �r, s 40' 7s #9 BE 6' AT THE PERMANENT SAIL NAILS. a as' 7s #9 1. . , a I, c ,x_ f < . 6 # 5 25' IS #9 t Y ��� 3�1 , � +, to BEARING PL 12'X12'Xl/C' V. 0 � Son *j f ,< 1 ., +� . s BEARING PL 12"X12'X1/2' BEARING /2 Ail I t FO xs•, i , .i'3}`7 � �15: '%, $fir: . :,' ' ° . _ -. _ _ E RING PL 12'X12'X1 ' ,`. I >" _ , + - '- i' t + f '� 1 4 t L�:t s r ty s 1 i s ," s ,:: - . 7 ; - 21'-7 ' 24'-8 1 1 �"�^ U f a 4' 18'-2_ '__._._ 29_-0 �{� �{`} I O f x . _ d � , ✓ gyp t k r, . i 11 y, t , , -- 31 SPACES a 7'-0' = Il3'-0 g' �.r R . ' 7 - - - t t 4 , 2 8 O a ,,F $"i.i. �..p y r p , t h ;� t • - - : yt'i h,4 Y C,, , :,, , �T ;r h 4* -a L❑P DOWN FROM CORNER C �1 � XIS ING GRADE CORNER CORNER x b " r , % Ei, = 1015 E L. — 1014 � � X ii. __ _ —_ — — — ' ` z _ t —� — --- --- -- ---- --- —t _--_______ Q r l - --- -- — v , �_ _1. `_r_�__�._-_� 4 _____ -_ k7 ,. .� w, :, E 1 O1 ��� ,' ," 'll _, . .. . . !. . 1 1 I. 1 I P I I I I I 1 I I 1. .. — — — — — .. �' -- - ----- -- - '— 3 - Y .,✓ L.-� � -1 fU .. . I . . U . ,. �. 1. I s Q00 — _ _ - - u ;:' , _ .. .. . I . cu Z ft. a Hs + _ . 1 • � •_Y' _'L. .s - — __ -- __] i - _— -.� ... 1 . . . -[ I , 4. O .. ^ '' w.* I i 11 I r i i —Q— —Q-- —{} ` £L - '�9- i I I I. 4 a r r . — — M �. i��,�!, ,I"',- , ,t "T"- -- .I . I .; . I --t­ --T-- --f­ --t-----r-- OFM I ;;: . . I �' I . . . f _ z '980' ' I' .. , I. I I �y M Y/ y - - --_- — _ _�.� ___ __ _ __� -__.___ __. ._ _ _ _ __ ______ _ _ __ __ _ ____ _ _ __ ___ ____ ___ . 00� � I I l, 1, 'T _ — , , I I F. °o p h r . E>~, = 970 z -'? ° rn M1 r ---4----------i r M I � ' 60 ,O) I . , y I 4 r 4' ` i ,; y I I I � `� i 11�' U � F , r ) Y4� ). - < � `Z 1 x Y J �L i, ,, t .y ti s �L: - .1 t )-) ) Z I t �� r�3.✓ c TI , - ,> ', a I ' ' + z I z .� x.'. .'Jt f F. P '' t .' I - - o I I = } �- k . 7 4 . F- ..1 'Ti. r ­:,.,-,i,_�,�,' %: . . '?! -1 I_k .. I : i� - '_ , ,---t'Lp,,_,- , � , . I (D 6 . ,;,� 6+87.x0 7+7168 8+19.14 c °' 7+30,22 8+54:17 9+10,0 a ., � a 1. 0 N .OT r- 0 1 � I SOIL NAIL AREA - 7422 SF" N 11 I . 7 t. t U cn ^y< t `>,., f ,. d c i - - e , t r,Rj , t ,,_ _ Y; 4` �} WALL ELEVATION " D " SOLDIER BEAM / TIEBACK WALL < 'II 'C', i _-VISIONS It r a tv *' Q � - NO, DESCRIPTION DATE I. .. , SCALES 1/8' - 1'-0• < t Esr t' 4y l,t v a . 'l'k Kn e , 'k'!--p L i s t' , 1 �. I !, , ,, ,G'� +�,•, F '�5' d , i, .. a, V Y i' ♦ ^tea ey, ♦ a , y , �T ; i s `r 2 x s r h ,Y ,.f d, k i rrvgr , , ryas s i.I-11 aY , iJ�.' ,, R n I ¢ _° , JOB NQ, 4713 1. `r ,: 'Y >�' 1 y d I.r e x'x ''" �:. �`'y�N�' ISSUED, " 3 e # This drawing, as an instrument of professional service, is the 11. DvN Br. SHS f ;� iFy f� 3t Y V ;x `, , < property of Coggins & Sons, Inc. It is furnished to the General DWG. NO. `1.y` . . ,''&­J Contractor for information purposes and for approval for construction, r t '• f ,� � ',� ._ ' , °a'�+ � .0 � ' fi i j�„ ” � i s , �< � by Cogglns & Sons, Inc., of the shoran and bracin shown on }( r ., ' 11•,'''?I , " ` � � # r, y � ' ' the designated project only, It shall be returned rned to Cogg ns & Sons S ;`r `' dF + > ¢ ! u on demand. p a , i i r I� '; "° a }" P LOTTED: 02/17/00 C_ a F' t b Em b 9 avp 5 ,A*. s )D i .°m t o .1 + 5 �� d ' S , ✓ .y T H. A f'. n i °T "n�+> 3. '>.:I l.�� fit/$+ ,'. .'' i ti lr 'i s'i' %? - ; ' d e y. } 1 iFe f3.s ty '. 4 f t?R' k 'Pt a.4- ♦ x': 1,h izl,ta:' I ' ,; { .. - - , , Z br y r. , , �,�y �, , t ` A7�F y. .,f s J ,.v k-S, a .f f 4 a` ,/f' ,,>: r ) s ' 1 #x ,' y s �"p, l t FA a„ , ^t„'t r y y,i ,y t�Y a, � �, }} :3v' £`' '; .a, rev�''�k :�r F� Y 6 t r� ,F ],�, r.-. 1. *y! 2' ” f # S t �* - i »a ) 1. r 77 i?�S f-.y a ' S `�t4 MI/ p p'S d Iy+'8 K , ) , q 1 :.a „ 4 F ,lb Y r a a �"4 .s 4 . g .. . _ 5 !. .rvF' . i A ,' r t C ..', )' - E .. .. ( - . ;11 , '+ ? rn '4x°`. 6 ti- 1�.I r 'a Cy r f/''S n , ,` e i o f t. +2 lev'" * r j- e{!/k t EI s - { ,*,16 . `} P ,' n¢`'>t c i ill r ,; . d �Fr7 _.J t ( ' by• r �' S , 1 '>.Jf R A , 1 r ✓r J < _ _11 4 , a� _ - . - . 1 V , -. ?r yr^ r: - J �r]( f - , } F F i _ f I;, t YY ^I>` - f�.'A I 11. r .f. ' -.+ 1i 1 a t a a> 5 t (�{f� :, ICI } v v f 1 l - yc, h 9. ' 4 - o i. p t se 7 .. \j q., V e _ a , I .,_* ' , `< SECTION SN-7 - 1 I o „ j � SECTI[]N SN -8 SECTIQN SN-9 X ry >. *3,t N ';, r ROW ENGT GRADE BAR ROW ENGT GRADE BAR O ROW ENGT GRADE BAR �� 1. a. A ; 1 40' 75 #9 1 35' 75 #8 1 25' 75 #8 ( n �� - > ! •; 2 40' 75 #9 2 30' 75 #B 2 20' 75 #8 tE '' f a6,�. 3 'H 3 40' 75 #9 3 25' 75 #8 3 15' 75 #8 }_tl , N ,, A 4 30' 75 #9 4 20' 75 #B � s ' 5 20' 75 #9 O f L , bpi J�. .). ,k♦ Vf ,•Y, l {{ x . ... ,- t Y � : WL 'L_•- �, ,'�k,Y ' `_, a - '1 BEARING PL 10"X10'X3/8' f Q o , , I r k BEARING PL 12"X12"X1/2' BEARING PL 10'X10'X3/8' 0 M l a, 'F(q - 6 (� +} d 4 f { V } 1 dm to J' e!! `.� S \ ,.1 S> M > V, V f'I h A ° Y xT�{ - �.lI, ` /I ! , �, :, I ,", 'i '�� 3'-1 X 4- ' > (� a.;iA a - - 4 .11 tt a L• 50, 10 . 1, �K ,-^ i y — �F <,1. ,IA h > - sFI zty.l x� ° € , ° E r . . } V I" •^ '� 7 SPA S e 7'-0' = 25'-6y/' , - f " r 6. . , , �j ,,,-r_ , :6 '��' � e��� It, 6 -,1, " I: ,� I- I . r 6 Z (/) 1 6 . . . I 1'.i Y ! -r 1 ` I EL. — 1003,5 2 8 •r O 1 C r Y ° I Wt a �r 't , F EL, = 1010 - -- - dJ I' y of Y , # , EL. — 1 4— 1--4= ' -,r " f�� z f. rr x ";EL 1003f V V , V , EL, = 1000 _ — _ EL. — ]000 , F , I, v $` s n O N. < Y ` ; t iu ��+ - I' i } t! A i , � Co r\ I---T--T---F[----- ----- -- 0 6 ' r. t 1 -- 990 — — I � , . . I W �— I I I I I ., :I --�-- -�=------� — l=-- ° i "` EL — / o rn L Y _ - 0 ^ _ R i .a t N > '., I . . . I (Z rn I I I I I ,. I I 4z 1 s F ' 4 s S 4r I I. ' - ' I _ I - I,. ' I I I I I O s i. 0 . (7 I ___r___ EL. - 980 _ - — -- - — — - ------ - -- t 1 +, . x - ' i> EL, = 977 J +y r r A � t { ! y <.... 6 �6, . 6 1 . z 0 1 1 1 1 ,,� T ' a k 6 ,1'1N z , F{r' fi' 1 =r s'ut SOIL NAIL AREA = 2306 SF W It J � W y`. � ..N'.. \ k I z _ tj �_ 11 - C ,t .. MT R- y .3 i S' 4 - I Y V I% f . H I ' w Q V. ,, t i y:f i t . ' O t i , } , 2 C '} [ p `> LY 4:d- 1'•- Jti 3 F , , ,P. laity > :yc a t ' x 4 Add r ,� , i �• Z /3, n., %'iF' 1 „jy f.: i r 4 t t ,' S .-Y i, c " r f • _ . h r "N` `: 'p 272 846 _ yy 9 6 °z �_ a ' g',•r,� ! y-�z I ar'`<-4 .Y rf< . v' t s: �' 9'E10,0 REVIS ❑NS r, r �iF ik. .:r e4 t R i l%6 4{s ` c t, E, * s,? 10+20.56 NO. DESCRIPTION DATE . f j d ,#f r i a 4 E , , { , k i-- S ,� �M2� A "yyj i J �.. ii v'� e "" ,>, 't ti r t, ." + sa A a 4 -yt yy Y h {�'#,� k4`'°,Fv3'71 �ASr )5 ^1�' !Ei k `{ a I v Y 1 +'} y y j y .- l s , _ ffii ._ ta�Q r yy M; �Sy ry y2 v 'k a .a} `.'t. ,t. +bs. JCCC `tr 999"' roy E� E f + r _YY_ ;1 � jj� Y <(� r'"Y 1, �f '`l` .I > t�`.. t• { t - 4 . ' r` { �s��1_�''jl y� '� �� ±yq �i� � I ,�"4'f m x R r f 11 1 F r r .11 1 [t SdtY 7"> f KYYv ^•.0 R'=T^'S�[•��'>.`I °�`t6 r..i. °,tk 1 ,iyY z> r 1 r , .t'< °y i y >ac `a� '$ftE"fie .., ,G' A.� , v s y f• P'. C ' >s nV+ts3 Ax YS aj, li ,t r ` ' r 1­.l;', Y !! < r ' Pt 'ti 3 : I.v t it d' � 5r } . fir; ,C r_':4 < ' r ti.. R 7 _x 'xa '.� ° , - WALL ELEVATICIN " E " SL7IL NAILED WALL �¢ «t ax ��_i"I, r� N fy 4 � µ d� > JC1B Nd, 4713 * h,11, SrF-"[g F'P r{rt �1 ; SJ`�Y •{.>.' P I S 2. F "�' y C H .,:. _ - ISSUED, f Z' ; '-�_ ir3 , rj>,t' _ r{.•` 4 L Y d{'i if � ,qi +Fy ti'.• li, 4.t M y �.:. "^ .+ >` Y ' r' DWN By, SHS . , ' f r This drawing, as an instrument of professional service, is the 1 '• i . a F4 °1' t ! o f t Y s'I 6, - L v. l�zs t ' fl6`i� y r i'-it p r , j>,f i b4F• a p5t y a > laY.d V r , ♦ A 1r � < SCALES 1�9' ^ !'--�� ,, ° r4r t _ property of Coggins & Sons, Inc. It is furnished to the General D�n/Ci, MCI. �._�,* 4- },-Ap'J i�»E f 'y",t+e, Yv.., }y�r »a Yt{.., i^ak:ir �a n 1s t" , ,J'4.. "4 :.i • _ e 11 { Y`}'S�l. t> { - r.>-C t,..Lg Y `' i?, {t !S Sx t �" "` I v 4 5., I , �_.` ' '.., ar 't 11 Contractor for information purposes and for approval for construction, !I by Coggins & Sons f the shoring and loracing shown on r f 1. !"r :, r r r, �y § cx� * * s . -. r - r ", �< o ! Inc.,t - ILLS rt t r- } tt . the designated project only. It shall be returned to Coggins do Sons �, :;:I c' '.r' t� [tX'r'i1 L r1 F L f 1 ° ' Ed ,,.F ;��" ' , ," �, , 7 ; f , ,' .. upon demand. PLOTTED: 02�17�00 � 3 c`T yam' P Est#" �p'it ac`s:" •�r *;�1',;; > `,tea•? > ' s : rr. . . ,, 'i , F I >f�y�� ^ J �. K �� III �., , y[,..._r s S � ri !ifs,-'• '}Y'r?t! '� ti j` r' i$ S ��+ ' r?�`JSt bf 4 r t Y' :. 1 r � t�: 'jg� t y ,_..- .c _. )'� ^ - f v : .;.1,. ., k .. .... . ... . .. c,,...: a , :�'i I.fi �_ a o. { • C.n- •- ... .-'M1': .6 -• .'L � .L . R 4 fit n. . 1 L , . :..-" ` :. a ..1 .• .i. .. . ,t ...<.:r �..�.. ..":, E..� �y, .e -l� ,.f'. .. •ial•C -, { e � � >54 ��A • l 1... y d �, . Y3 . . . v. fi . .. F:... ..:,,¢aCS • ::.rC.:..:d( :: _z, ., ,.,... t ., _ ' _ _ _ v s �`.f' tx 1 v 7e i F f?- f•g V"3 i} KF br� r°t ;7 EXISTING L OF PIER STIFFENER Fi'_ 1 SLOPE 2-G12x25 a w 16 B/B WOOD LAGGING 1 STIFFENER Y "xb" +' TIC SPACED ® 3'-O" o.c. -C 8G 4 (I P APPROX b" m I gyp. 5� TYP DIP FROM EA END ,• ,• x., , � r, . " s � p) 1 ANGLE = IS DEG. — -- Y E S C - - — /b DIA. HOLEa, t ti 1 � r • � O d I LEAN MIX GONG 5 4:,J r 7 ) o I IN PIER ABOVE „ GTR'D : 42 DIA DRILLED PIER '''\ �r ti ,, .a +, I 1.T�gG EXG LINE FILL W/ GONG AFTER D• K SEF 3 ® b ON G12 SETTING SOLDIER BEAM. Y� DIA. THREADED STUD 06 I I •—i '� USE NORMAL WGT GONG WELDED TO CHANNEL C3 I 3 01j2 ON C 1 -W/ f'c = 3000 psi FROM iF- V r1 m 3 _� I I DOT OF SHAFT TO DOT m U I TIE BACK OF EXCAVATION. USE CHANNEL (� d I LEAN GONG FOR (SOLDIER BEAM) N d TT ANCHOR REMAINDER UI U1 EB4G 5EE DTL 1-1/'I �, • , r EXG LINE i AHD K, SSE B SECTION _ G SECTION -- O I i T 1 SCALE: 3/4., Y 1 '-0" 1 7 SCALE: 3/4" - 1'-0' r tH k i 9 � at•1 & ; I CHANNEL (50LDIER B 42"DIA. STONE GONG BEAM) } ��' d ` , x h , • 77 I Ij PIER W/ 5-#8 VERT (MIN) IN �NSp — LEAN CONCRETE r 'r , ; EMBEDMENT LENGTH OF LAND ¢ NEXT • � of PIER, #4 TIES ® 16" D.G. 7 f 77 L SOLDIER r - �D �� . SMOOTH PLA5TIG CTION SHEATHING ON WOOD LAGGING A S E STRAND N UNBONDED F r L 4x4x!/exO'-3" W/ 5/B"DIA. a, 2 T y SCALE: 1/8" = 1 0" LENGTH CORRUGATED SHEATHING L I5/4xisi X4x0'-3" HOLE GTR'D IN EA LEG ON STRAND IN WELDED TO CHANNEL • , , ti�*' BONDEDLENGTH AS BASE FOR STUD "DIA STUD WELDED TO ANGLE AT T 1 B OF }