Project Location

No. 04PL045 - Section 11, T1N, R7E
A request by Wyss Associates, Inc. for Web Real Estate Holdings Co. to consider an application for a Layout Plat on property described by metes and bounds as commencing at the SW corner of the NW1/4 of the SE1/4 of Section 11, T1N, R7E, BHM, Rapid City, Pennington County, South Dakota, Thence travel 548.94 feet at a bearing S89º27'22"E to the Point of Beginning; travel 387.50 feet at a bearing N45º54'33"E to a point; thence 216.00 feet at a bearing N67º49'27"E to a point; thence travel 120.73 feet at a bearing N24º43'12"E to a point; thence travel 117.84 feet at a bearing N07º03'57"W to a point; thence travel 129.48 feet at a bearing N30º35'10"W to a point; thence travel 174.01 feet at a bearing N90º00'00"W to a point; thence travel 237.48 feet at a bearing N61º30'24"W to a point; thence travel 126.16 feet at a bearing N73º30'07"W to a point; thence travel 74.12 feet at a bearing N52º32'01"W to a point; thence travel 122.49 feet at a bearing S87º48'19"W to a point; thence travel 100.98 feet at a bearing S69º46'53"W to a point; thence travel 110.01 feet at a bearing S35º36'28"W to a point; thence travel 225.24 feet at a bearing N41º05'15"W to a point; thence travel 401.68 feet at a bearing N00º21'00"E to a point; thence travel 2337.68 feet at a bearing S89º27'07"E to a point; thence travel 107.83 feet at a bearing S57º14'09"W to a point; thence travel 63.00 feet at a bearing S38º41'00"W to a point; thence travel 89.00 feet at a bearing S68º55'00"W to a point; thence travel 47.00 feet at a bearing S54º43'00"W to a point; thence travel 95.00 feet at a bearing S47º03'00"W to a point; thence travel 77.00 feet at a bearing S69º31'00"W to a point; thence travel 160.63 feet at a bearing S45º15'58"W to a point; thence travel 93.87 feet at a bearing S45º43'39"W to a point; thence travel 96.40 feet at a bearing S34º35'20"E to a point; thence travel 219.73 feet at a bearing S55º19'07"W to a point; thence travel 333.97 feet along a 190' radius concave easterly curve with a chord bearing S05º32'55"W; thence travel 166.06 feet at a bearing S44º48'23"E to a point; thence travel 38.11 feet along a 210' radius concave southwesterly curve with a chord bearing S39º36'25"E, thence travel 214.00 feet at a bearing S34º24'28"E to a point; thence travel 26.11 feet at a bearing S45º11'37"W to a point; thence travel 1307.61 feet at a bearing N89º27'22"W to the point of beginning, more generally described as being located West of the western terminus of Fairmont Boulevard and north of Tower Road.


PLANNING COMMISSION RECOMMENDATION:
 Planning Commission recommended that the Layout Plat be approved with the following stipulations:

1. Upon submittal of a Preliminary Plat, geotechnical information and slope stability analysis shall be submitted for review and approval;
2. Upon submittal of a Preliminary Plat, a grading plan shall be submitted for review and approval;
3. Upon submittal of a Preliminary Plat, a Drainage Plan in accordance with the Meade Hawthorne Drainage Basin Design Plan shall be submitted for review and approval. The drainage plan shall also identify off-site impacts. In addition, the plat document shall be revised to provide drainage easements as needed;
4. Upon submittal of a Preliminary Plat, road construction plans for Fairmont Boulevard shall be submitted for review and approval. In particular, the construction plans shall show the street located in a minimum 59 foot wide right-of-way and constructed with a minimum 26 foot wide paved surface, curb, gutter, street light conduit and sewer or a Variance to the Subdivision Regulations shall be obtained;
5. Upon submittal of a Preliminary Plat, the plat document shall be revised to provide a non-access easement along Fairmont Boulevard except for the approved approach locations as authorized in the Street Design Criteria Manual;
6. Upon submittal of a Preliminary Plat, sewer plans prepared by a Registered Professional Engineer showing the extension of sanitary sewer mains and service lines shall be submitted for review and approval or a Variance to the Subdivision Regulations shall be obtained;
7. Prior to submittal of a Final Plat, the applicant shall enter into an agreement that any surface restoration within the existing utility easement be at the property owners expense;
8. Upon submittal of a Preliminary Plat, water plans prepared by a Registered Professional Engineer showing the extension of water mains shall be submitted for review and approval or a Variance to the Subdivision Regulations shall be obtained. In addition, the plat document shall be revised to provide utility easements as necessary;
9. Upon submittal of a Preliminary Plat, a cost estimate of the subdivision improvements shall be submitted for review and approval; and,
10. Upon submittal of the Final Plat, surety for any required subdivision improvements that have not been completed shall be posted and the subdivision inspection fees shall be paid.

Vote: (7 to 0 Brown, Fast Wolf, Henning, Hoffmann, Nash, Prairie Chicken and Stone voting yes and none voting no)