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HomeMy WebLinkAboutHIDDEN POND - Filed GC-GENERAL CORRESPONDENCE - 2009-11-30I iI I I: II II � ; l• � 4 ' II it o I { I EXISTING WALK DROPS j l i t 1 1 QUICKLY i II i l 4 EXISTING WALL I j • I I I I '� '' � II I I I I i II OUTLOT A EX. ASPHALT I� 4 (BEHIND ATT. WALK �.-J -- 5. 'ATT WAI:K _ DRIVE CUT) �R15.0'I I' ¢ I I i ' j l i I 24 i ASPHALT 26' EX] i l TAPERSi TO 20' ASPH. CURB CqT i I W/ 4-1 SHOULDERS EX. GRAVEL DRIVE I I I I I R15.a4I C� CRE; TO NEW W (57.5') 'I I EXISTING TING VAULT WITH TIMBER WALL EX, S RM ANHOLE _ - i I ,(COVER - ACT y L SIZE) IN WALK I , +� , EXISTING VAULTS BIKE L NE S IRIPE 7 p ATT WALK '--EXISTING FENCE ,I O EXISTING RIGHT 0 WAY (50' HALF) l� i II ' I EXHIBIT A THIS LAYOUT SHOWS THE PROPOSED DRIVE LOCATION WITH 15' RETURNS (RATHER THAN 20'). NORTH STAR DESIGN 1 "=20' EX. COVER HI EXHIBIT B CATCH TO WALK IS AFTER I I IT STARTS iDOWN HILL ,r v / L EXISTING WALK DROPS QUICKLY EXISTING WALL OUTLOT A M EX. ASPHALT EHIND ATT. I! i 5. A T T WALK (B DRIVE CUT)WALK _ i I R2 .0 i o �I l' 26- EX. ! '' II CURB CUT i + � I R2� ; II i NCR I E TO NEWS S RM 4ANHOLE ACTUAL SIZE) Ts IN TIE CURB I; OF 41-K APPROX.: RCLOgjR TO VAULT ii i 24'1 ASPHALT TAPERStTO 20' ASPH. W/ 4'i SHOULDERS EX. GRAVEL DRIVE iJ EXISTING VAULT WITH TIMBER WALL 7 0' ATT WALK - x EXISTING VAULTS "--EXISTING FENCE EXISTING RIGHT 0 WAY (50' HALF) THIS LAYOUT SHOWS THE SAME LOCATION OF THE DRIVE WITH 20' RETURNS. NORTH STAR DESIGN 1"=20' !i I II I� jl I I� I I II t i II I I � flII i I it I I I � i t I I I i i I I I II I I � I I ii fI 26' E N CURB I •I I II I I: ' I I I I I � � + CONCRE� TO NEW RpW (57.5') I II I 'I I I EX. ST RM MANHOLE COVER-i�ACTUAL SIZE) I I Iil DRIVE I I WALK ENCROACHES t ;I gNTO VAULT I I I 'if I I t EXHIBIT C T I I I I EXISTING WALK DROPS QUICKLY EXISTING WALL OV7ZOT A ' m EX. ASPHALT 5. ' ATT WA_ K (BEHIND ATT. WALK DRIVE CUT) i t 1 24'1 ASPHALT TAPERS,' TO 20' ASPH. W/ 4',, SHOULDERS EXISTING VAULT NTH TIMBER WALL I EX. GRAVIEL DRIVE i x x - 7 0' ATT WALK EXISTING VAULTS � '-EXISTING FENCE EXISTING RIGHT 0 WAY (50HALF) THIS LAYOUT SHOWS THE EXHIBIT B LAYOUT (20' RETURNS) SHIFTED 5' SOUTH TO MISS THE DRAINAGE MANHOLE. NORTH STAR DESIGN 1 "=20' May 7, 2007 Ms. Susan Joy INTERWEST . CONSULTING G R O U P City of Fort Collins Engineering 281 North College Avenue Fort Collins, Colorado 80522-0580 Re: Hidden Pond Estates Request for Variance #2 — Attached Walk on Ziegler Road Dear Susan: The following is a request for variance from Figure 7-2F — 4-Lane Arterial Street Typical Section in the "Larimer County Urban Area Street Standards, October, 2002". Adjacent to the site's private drive connection to Ziegler; the street has an existing attached sidewalk that is proposed to remain. This is the same variance that was approved for the Feather Ridge Development in 2004. That development will not be going forward and the land is now proposed for urban estate residential lots. I have reviewed the plans for the Bayer Property and none of their construction will change the need for this variance. Typically, it would be necessary to detach the sidewalk with a project of this nature. After reviewing the conditions in the field, it is apparent that the large number and size of existing utility structures at the existing drive connection resulted in the current configuration (attached walk). There is no area behind the walk that is absent of utility structures. The proposed drive connection will have radial returns and will bring the handicap ramps back and away from Ziegler Road (similar to what a detached walk provides). At the north and south edges of the new drive, the walks will be tied to the existing, attached walks. Because the sidewalk configuration is an existing, functional condition, and because the crossing of the drive will be greatly improved with this project, it is not anticipated that this variance from the Standard will compromise the public health, safety, or welfare. Please call if you have any questions or need any additional information for the approval of this variance. Sincerely, Michael Oberlander, PE 1218 W. ASH, STE. C - WINDSOR, COLORADO 80550 Te1.970.674. 3300 - F— 970.674.3303