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HomeMy WebLinkAboutLanduse Case.GR.1125 Ute Ave.GR-1976-01 Ail S=4r oto ---- P oo _..,Mid o Q el rit \wr2 .—F.1-* O .- u f ii. L L. W CI4 , - V1 w 4 1 A A . - a a Q o \ 1 d 0. Q " =-- —fir _ -r 1' O Q 1 d go N O d aD Q, 4i u z p o � d 4 F- of to.. IP*...-- x o IA N: ,,, .., ..t. O a cai .\., . j.4'SZ 4. o .....1 CUO f : C7_ Q 0 Q la /5t ___I 7 cg ------ ----- - -3— 4u t° J 0. <0 Qsf 0 e41° I. 1 MINIM _ A � liltv, ' I 45.-- ill1-1.i ill I •V‘1 f- IRD.,—q .1 1 it44.A1.- `' ' l .,Y►t1 gill. -- i---- M 4 d i Q 0 0 0 � -z �, VI.• o 77 A- Q' jIM J a rd./ . ,.... MI el *- $ ii I..t. v � o „':1 0 1.41 41 C) -'> 41 ce -yam 0.4 —2 0 C1 :a,s , a cl .4- d a „-er ...._ 0 —2 -2 }--”" V) 4- 41 4 U 0 4�IQ `r ` ' .,y ' , r t/L� aS • •(/f,• , ' j� / : , ',50(//�'' I 1 / I / ♦ i . , . ; A, : , l ., II � IS Eo 414s , - , . 0 I ; : 1 ‘ , . t. ,'''''...,''4,.''".t-',• • • I / o•/ I 3 ! , I! , / j • • ' lip, / . - ii . . 0 el o . � / � ' _' 0 j r 'V! r *Z tol 41 / r . I, , w , . / ` 0 a■ t • 0 .f -' e. 1 ,i. i I _.,/: - ., I:- • i; : 1 f !-.' i i '' ; it.....,',....-<;1V-;7..3'i,..';:i/...•,..;3.'4:2 .1/2,""1.43. :At::,. , el.,. •I i 1 .1-:1 ' ' , ,. i ,.L'.. -7.!.., . „t #, ��t',- 'k-, .,„ vc _ {' �F a Y" 'Al,. , { J , f /� • . a 4 • r I .�V . !i I t /re //! .r�ry f 41�' 0 std) •• .o ,. / 1 41 a ++ 441 J vS ' r r'. f .1. I lo, -r.U QSt ,..,),./.5r5 rtu_,.... �r A� /11 / ,�■ /� *f 0 J �. 411"1 r. Zr' , /, . , ,.,1.1""..11'\% ' 1 .-- • ' , / �, / ,yam •'� '� i MEMORANDUM TO: Aspen Planning Commission FROM: Planning Staff (HC) RE: 8040 Greenline Review - Virden Residence in Hoag Subdivision DATE: July 15, 1976 This is a request for 8040 Greenline review for the Virden propert for a single family home on Lot 3 in the Hoag Subdivision, Aspen. '1 We have scheduled a site inspection for this property as the first ` item on your agenda. The Planning Office has made a physical inspection of the site and has the following comments : t�` 1. The site is covered with large evergreen trees which mitiga the visual effects of development. Only trees necessary fo �.� building construction and utility purposes should be remove di so as to retain the natural character of the hillside as r viewed from Aspe ere? .. r= C 57% Roan, I 2. The Engineering Department has carefully reviewed the application and the avalanche hazard report of Hans Frutiger and Whitney Borland dated September 12, 1973. It is apparent that some avalanche danger exists on the site. Were this a request for a new subdivision and given the avalanche danger, our recommendation would clearly be for denial . The proposed use of a single family dwelling on three (3) acres of land appears to be the least intensive . reasonable use of this property. As a condition of approval of this project in regard to the possible avalance danger on the site we recommend the following: a. It be recognized by appropriate legal documents that; the City of Aspen not be held liable for any avalanche damage to the building, furnishings or occupants as a result of our approval of the conditional use and/or issuance of the building permit. b. An analysis of the building design in relation to'the avalanche danger be completed by a registered professional engineer. 3. We are satisfied that suitable utilities and access are available to the iste pursuant to the written comments of the City Engineer. 4. We are impressed by the architects design and site planning. >I I;eoilkew km LY /-fi9.l Pif�ictwv l 70 E� a��Gi'+• . S/1PTsI`. The Planning Office finds that the conditions of the 8040 Greenline Review criteria of 24-6.2 of the zoning code have been met given the above listed requirements and recommends approval of the request. MEMO TO: HAL CLARK PLANNING DEPT. FROM: DAVE ELLIS CITY ENGINEER70,/ DATE: July 9 , 1976 RE: Virden " 8040 Greenline" Review The engineering department has several comments on the above submittal : 1) The water pressure in Ute Avenue is acceptable; however, the point of service is from 60 to 80 feet higher in elevation. Consequently, a booster system will almost certainly be required. Pressure readings on Ute Ave have been requested from the water de- partment. 2) At the present time the sewer in Ute Avenue is 200± feet west of the utility easement between lots 1 & 2 . However the Callahan development will be extending this line either this fall or next spring. A condition of the Hoag Subdivision was that no building permit would be issued until a commitment for sewer service had been made with Aspen Metro Sanitation District. 3) The "proposed trail easement" indicated on the sketch plan is in fact already a platted 15 foot utility and trail easement (Hoag Subdivision) . 4) A comparison of the sketch plan with the topo- graphic maps and a site inspection indicates that the garage structure would be in the avalanche overflow area. There is also another chute approximately 90 feet east of the garage. In 1974 a very wet spring slide came through the wooded area and went below the road in the latter and several other locations. Although velocities were low the depth was from 4 ' -6 ' on the road. From these actual observations it appears obvious that there is some avalanche danger even though the house site is out- side the limits of the main chute and special con- sideration should be given to this in the structural design of the building. The engineering department' s recommendation would be that approval be granted for a single family residence conditioned on the above comments , parti- cularly as relates to water pressure and avalanche hazard. A copy of the 1973 avalanche report is attached. Encl. MEMORANDUM TO: Clayton Meyring FROM: Planning Staff (HC) RE: Virden Residence in Hoag Subdivision DATE: July 27, 1976 After our brief verbal discussion of this item I thought it might help you to receive these items concerning the 8040 Greenline decision of the Planning and Zoning Commission for the Virden property. I do not have P & Z minutes as of this time. DAVID LAWRENCE HOPKINS ARCHITECT AND PLANNER P.O. SOX 715 ASPEN, COLORADO 81611 TEL.(303)925-2401 July 1 , 1976 Aspen Zoning Commission City Hall Aspen, CO 81611 Gentlemen: Respectfully submitted hereiny, for "8040 Greenline" review, are schematic drawings of a single family residence for Mr. Joe L. Virden, Jr. , on Lot No.3 in the Hoag Subdivision, Aspen, Colorado. The residence is to be located on a slope averaging 42% and is dug into the ground on the uphill side, to utilize the fall of the land and to min- imize its height above natural grade. It will be on a minor ridge to av- oid surface run-off and avalanche danger. Minimum tree cutting will be required, and a tree screen will be retained by placing the house in the middle of an evergreen tree "wedge" indicated on avalanche studies on file with the City Engineer as the safest area on the site. The outermost edge of the avalanche chute indicated on aerial photography in the City Engin- eer's Office will be 40' from the house. No unstable slopes, rock, land or mud slides are in evidence. Access is deeded on the old railroad right- of-way, and little work is needed to improve it for use as a private drive. To satisfy the review criteria stated in paragraph 24-6.2(b) of the Aspen Code, the following information is tendered: 1 ) The City Engineer and Holy Cross Electric Association, Inc. have in- formed us that water under ample pressure, sewer, electric and telephone service are available in Ute Avenue. 2) Access is deeded to owner off Ute Avenue via the old Midland right- of-way, and is shown on the plat as "proposed trail easement". 3) Portions of the 3 acre site may be considered hazardous, but the build- ing site selected is protected from possible slides and avalanches by being on a slight ridge, the terrain directly above it, and the existance of ever- green tree cover, making it quite suitable for development. 4) Development of the site as proposed will not effect the natural water- shed, run-off, drainage, soil erosion, or water quality. 5) The effect upon air quality by a single family residence in this area would be negligible. - 2 - Virden Residence 6) The design of the residence, with its uphill face dug into the grade and its roof line held down to minimize the surface facing possible avalanche, also presents minimum visible surface and permits utilization of the slope for a lower level of living space. This means less ground area occupied by structure, and fewest trees to be cut. The house would sit relatively low to the tree line, screening it from view. The carport will be directly off the private drive and would be dug into the bank, possibly with a sod roof. 7) The driveway would quire no grade change except where it joins Ute Avenue. Utilities will be buried beneath a construction drive to the house. This drive would be almost at right angles to the slope (parallel to contours) so that no utility cuts would run up and down the slope for great distances. Cut and fill of the constrgtion drive would be 3-i feet or less, so that drive and utilities will be virtually invisible. The existing utility easement be- tween Lots No.1 and No.2 are already "shrubbed out". No father cutting will be necessary. 8) The residence and carport will be close together in plan (15'), but their floor elevations will differ by approximately 30' to work with natural grade. 9) The area of the residence is to be small; 1 ,464 sq. ft. on the main floor and 860 sq. ft. on the lower floor, for a total of 2,324 sq. ft. A 24' wide facade will face downhill (Northwest), and its maximum height at the ridge will be 28' above existing grade, well below tree height, so that the structure shall hardly be visible. Evergreen trees between the house and Ute Avenue will screen it from Ute Avenue, town and subdivisions across the valley. As background information, a letter from the City Attorney to a previous owner of this property is submitted for your examination. Our purpose has been to present a single family residence design on a 3 acre site, above the 8040 Greenline, that will have minimum impact on the mountain and will be unobtrusive to th community. We solicit your approval of this pro- ject with our assurances that utmost care will be taken to preserve the natural beauty of the area, during construction and thereafter. V ry teas; law David L. Hopkin DLH:rhs Encl. - Schematic III Dwgs.1 , 2 &3 Letter eras, 1]// • To: Steve Crowley and Thomas D. McAuley From: Hans Frutiger and Whitney M. Borland Subject: Avalanche Hazard, Lot 3 of Hoag Subdivision - Aspen, Colorado /3/4e 54 Location The subject property in NW 1/4, Sec 18, T 10 S, R 84 W, 6 PM, lies at the foot of the northeast facing slope of Bell Mountain at the southeast corner of the Aspen town boundary and in the neighborhood of a tailing pond and the Ute Cemetery. The slope above the property varies from 8000 to 9000 feet above m.s.1. , with an average slope of 73 percent. Rock cliffs form a prominent ridge of the northeast slope of Bell Mountain (10,605 feet) and are the upper edge of catchment areas for many avalanche tracks cut in the rather dense timber stand on the steep slopes. Avalanche Description (see attached figure) The primary starting zone of avalanches lies at the base of the above- mentioned cliffs. They are very steep in the uppermost section formed partly by outcropping bedrock and the slope in the starting zone is well over 100% (450) . However, avalanches may also start further down the avalanche alley-like tracks in the timber. Both the catchment areas and starting zones are quite small. In May - `, of 1973 and in 1964 avalanches occurred in tracks IA and 1B running trr , ` to the road on the old railroad grade and spilling a little snow over _ the grade. The slides occurring in May 1973 ran over a firm-packed base and were caused by a very large storm which caused an overload of snow on a firm, well-cured base. All over the state there was a general avalanche cycle. This combination of such a large storm falling on a smooth, firm base probably 'has a frequency of once in 10 to 25 years. .ti . The development of the property is planned within the base of a triangular rr \wedge of Douglas fir timber stand bounded by avalanche track lA on the southeast and by avalanche tracks 1B and 2 on the other side. t ' Avalanche tracks IA and 1B have their primary starting zone at some place 1�•. at the base of Cliff No. 2 but they divide further down due to the aspect of the slope. Although the divide is rather indistinct, f'-M , . `, there are no signs of recent avalanches in the upper part of the timber wedge. • T.. O1 • MEMORANDUM TO: Dave Ellis FROM: Planning Staff (HC) RE: Virden "8040 Greenline" Review, Hoag Subdivision DATE: July 7, 1976 Enclosed is an application for 8040 Greenline Review from Joe Virden for a single family home in Hoag Subdivision. We understand a specific avalanche report is available in the Engineering Department for the Hoag Subdivision area.' Would you please review this application for engineering concerns , i .e. , avalanche, access, etc. We have scheduled review before the Planning and Zoning Commission on July 20, 1976. • •. I L • \.;;;" .• • October 22, 1975 • Stephen A. Ware, Esq. Att.o.A.J.ey-c..L-Law P. 0. ox llO Aspen, Colorado 81611 • Re: Blue Sky Dear i3uzzy: On return to the office I rechecked the Zoning District Map and found that the zone district had been mis- read. The Blue Sky tract is designated R-15, not R-6, and your clients are permitted only one single family residence. I regret this happened. If your clients are agree- able to construction under these terms, the enclosed Sipulation sHould suit our purposes. If not, let me know and we can reset the pre-trial hearing. Very truly yours, • Sandra M. Stuller City Attorney SS/pk. 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CA r' 0 > (1)< ,< 0 3., '-.)1 • n1 i." .m ' r1 z .0 t. i-- 0 - c )." • 0 ) Ill el , f"......). (1 71 . t n . ffl . i • 0 • The ground surface of the wedge slopes slightly from a line from its apex to the center of its base (formed by the Old RR grade) towards Avalanche Tracks lA and 1B. For confirmation of this see two surveyed contour lines on attached figure. Once started, the avalanche seeks the lowest ground level and is divided into Tracks lA and 1B. Indications Found in Timber Stand in the Wedge The Douglas fir timber stand within the wedge was carefully examined for signs of avalanches. The stand of fir trees is quite uniform, with the trees in the lower portion of the wedge having a breast-high diameter of 18 to 24 C.M. (7 to 10 inches) , and those in the upper portion of the wedge being 25 to 35 C.M. (10 to 14 inches) . Before 1900 most of the timber near Aspen was cut for mine props and • fuel. Many of the sawed-off stumps remain in the wedge. Several of these were measured and found to have diameters from 12 to 15 inches. Also three recently sawed trees were found and by counting the growth rings their age was estimated. One tree near the old RR grade had 45 rings. A tree 50 feet to the east of Track 1B was 9 inches in diameter and had 82 rings, while one nearby tree was 12 inches in diameter and had 76 rings. An avalanche can ride over a sapling tree 5 to 10 years old without harming it, so these trees indicate no • avalanche within the wedge for the past 60 or 70 years. The sawed-off old stumps indicate no avalanches for 50 years before 1900 if the assump- tion is made that their growth rate was the same as for those trees whose rings were counted It can .then be concluded that there was no avalanche activity in the timber wedge for the last 140 to 150 years. Conclusions From the terrain analysis and inspection of trees, the probability of an avalanche penetrating the wedge is very small. The high slope of the ground towards both tracks lA and 1B indicated why past avalanches have followed these paths and the presence of trees and stumps indicates there have been no major slides in the wedge for the last 140 years. There are dwellings both. in Aspen and Vail that are subject to avalanche hazards greater than those existing in the wedgy. 2 • 4 • • The possibility of extreme snow build-up along the cliffs in. the starting zone causing a very large general avalanche which the two tracks, lA and 1B, could not contain and resulting in some snow spilling out into the wedge cannot be ruled out. In such an event a narrow track 10 to 20 feet wide would be cut into the wedge but would not affect the entire wedge area. We feel that such an occurrence is unlikely. However, to guard against this, a dividing structure consisting of 50 meters of heavy galvanized steel set in concrete could be erected but would be expensive. _ T Whitney-M, Borland- Hans Frutiger P.E. No. 3300 Colorado Swiss Institute of Avalanche Research P.O. Box 15536 Davos, Switzerland Denver, Colorado 80215 Denver and leissfluhjocn , September 12 , 1973 • • • 3 • • • Ji