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Home My WebLink AboutSDP201100011 Review Comments Site Plan Waiver 2011-03-17k� �'IRGIly1�' County of Albemarle Department of Community Development Memorandum To: Kelly Strickland (kellyandcarrie @aol.com) From: Megan Yaniglos- Senior Planner Division: Zoning & Current Development Date: March 17, 2011 Subject: SDP2011 -011- Blue Ridge Swim Club- Site Plan Waiver The agent has found the following details of the site plan necessary for the review of the proposed development. The sections of the Zoning Ordinance outlined below must be met, and are not waived as requested. The Planner for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when the following items have been satisfactorily addressed. (The following items are those that have been identified to be necessary for the review and are not waived. Additional comments or conditions may be added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] 1. [32.5.2] If revisions are necessary, seven (7) full -sized revised copies and one (1) reduced revised copy no larger than eleven (11) inches by seventeen (17) inches shall be submitted by the revision deadline. 2. [32.5.5] The preliminary site plan shall be prepared to the scale of one (1) inch equals twenty (20) feet or to such scale as may be approved by the agent in a particular case; no sheet shall exceed forty-two 42) inches by thirty -six (36) inches in size. The preliminary site plan may be prepared on one (1) or more sheets. If prepared on more than one (1) sheet, match lines shall clearly indicate where the several sheets join. The top of the sheet shall be approximately either north or east. (Added 5 -1 -87) 3. [32.5.6 (a)] The name of the development; names of the owner, developer and individual who prepared the plan; tax map and parcel number; zoning; descriptions of all variances, zoning proffers and bonus factors applicable to the site; magisterial district; county and state; north point; scale; one datum reference for elevation (where section 30.3, flood hazard overlay district, is involved, United States Geological Survey vertical datum shall be shown and/or correlated to plan topography); the source of the topography; the source of the survey; sheet number and total number of sheets; date of drawing; date and description of latest revision; owner, zoning, tax map and parcel number and present use of adjacent parcels; departing lot lines; minimum setback lines, yard and building separation requirements; a vicinity sketch showing the property and its relationship with adjoining streets, subdivisions and other landmarks; and boundary dimensions. (Added 5- 1-87) 4. [32.5.6 (b)] Written schedules or data as necessary to demonstrate that the site can accommodate the proposed use, including: proposed uses and maximum acreage occupied by each use; maximum number of dwelling units by type; gross residential density; square footage of recreation area, percent an acreage of open space; maximum square footage for commercial and industrial uses; maximum number of employees; maximum floor area ratio and lot coverage if industrial; maximum height of all structures; schedule of parking including maximum amount required and amount provided; and maximum amount of impervious cover on the site; if a landscape plan is required, maximum amount of paved parking and vehicular circulation areas. (Added 5- 1-87) 5. [32.5.6 (d)] Existing topography (up to twenty [20] percent slope, maximum five [5] foot contours, over twenty [20] percent slope, maximum ten [10] foot contours). Proposed grading (maximum five [5] foot contours) supplemented where necessary by spot elevations; areas of the site where existing slopes are twenty -five (25) percent or greater. Existing topography for the entire site with sufficient offsite topography to describe prominent and pertinent offsite features and physical characteristics, but in no case less than fifty (50) feet outside of the site unless otherwise approved by the agent. 6. [32.5.6 (f)] The name and location of all watercourses and other bodies of water adjacent to or on the site. Indicate if the site is located within a reservoir watershed. (Added 5 -1- 87) 7. [32.5.6 (g)] Location of septic setback lines from watercourses including intermittent streams and other bodies of water. (Added 5 -1 -87) 8. [32.5.6 (h)] One hundred year flood plain limits as shown on the official flood insurance maps for Albemarle County. (Added 5 -1 -87) 9. [32.5.6 (i)] Existing and proposed streets, access easements, alley easements and rights - of -way, and travel ways, together with street names, state route numbers, right -of -way lines and widths, centerline radii, and pavement widths. (32.4.5, 1980; Amended 5 -1 -87, 2 -6 -02) 10. [32.5.6 0)] Location and size o£ existing water and sanitary sewer facilities and easements; storm sewer facilities, drainage channels; and drainage easements. (Added 5- 1-87) 11. [32.5.6 (k)] Proposed conceptual lay -out for water and sanitary sewer facilities and storm drainage facilities including storm detention ponds or structures, indicating direction of flow in all pipes and watercourses with arrows. (Added 5 -1 -87) 12. [32.5.6 (1)] Location of other existing and proposed utilities and utility easements. (Added 5 -1 -87) 13. [32.5.6 (m)] Location of existing and proposed ingress to and egress from the property, showing the distance to the centerline of the nearest existing street intersection. (Added 5 -1 -87) 14. [32.5.6 (n)] Location and dimensions of all existing and proposed improvements including: buildings (maximum footprint and height) and other structures; walkways; fences; walls; trash containers; outdoor lighting; landscaped areas and open space; recreational areas and facilities; parking lots and other paved areas; loading and service areas together with the proposed paving material types for all walks, parking lots and driveways; and signs. (Added 5 -1 -87) 15. [32.6.6 (f)] Signature panel for department of planning and community development. 16. [32.6.6 (g)] For all parking and loading areas, indicate: size; angle of stalls; width of aisles and specific number of spaces required and provided, and method of computation. Indicate type of surfacing for all paved or gravel areas. Please contact Megan Yaniglos at the Department of Community Development 296 -5832 ext. 3004 for further information. The Engineer for the Zoning & Current Development Division of the Albemarle County Department Community Development will recommend approve the plan referred to above when the following items have been satisfactorily addressed. (The following items are those that have been identified to be necessary for the review and are not waived. Additional comments or conditions may be added or eliminated based on further review.) [Each comment is preceded by the applicable reference to the Albemarle County Code.] 1. 32.5.4 The preliminary site plan shall be dimensioned to the accuracy standards required in section 32.5.6.r. (Added 5 -1 -87) 2. 32.5.7 GROUNDWATER ASSESSMENT INFORMATION The draft groundwater management plans and aquifer testing workplans required by Albemarle County Code § § 17 -403 and 17 -404, as applicable, shall be submitted in conjunction with the submittal of the preliminary site plan. The requirements of Albemarle County Code §§ 17 -403 and 17- 404 shall be satisfied prior to final site plan approval. 3. 32.6.6 The final site plan shall reflect conditions of approval of the preliminary site plan. The final site plan shall contain the following information in addition to all the information required on the preliminary site plan: The final site plan shall reflect conditions of approval of the preliminary site plan. The final site plan shall contain the following information in addition to all the information required on the preliminary site plan: d. Detailed construction drainage and grading plans: 1. Profiles of all ditches and channels whether proposed or existing, showing: existing and proposed grades, and invert of ditches, cross pipes or utilities; typical channel cross sections for new construction; and actual cross sections for existing channels intended to remain; 2. Profiles of all storm sewer systems showing existing and proposed grades; 4. A drainage summary table for culverts, storm sewer and channels as described in the following example Structure Description Length Invert In Invert Out Slope Remarks Number 1 42" RCP Class III 50' 424.50 424.00 100.00% Provide 2, EW 2 DI -3B L =8 426.00 432.00 - IS- 1 TOP 3 PG -2A 400' 420.00 400.00 5.00% D =12" 4 Grade Swale 200' 420.00 415.00 2.50% D =18" Please contact Max Greene at the Department of Community Development 296 -5832 ext. 3283 for further information.