Loading...
HomeMy WebLinkAboutSUB201500066 Review Comments Preliminary Plat 2015-05-20�pF A vt�r�1Q COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 Fax (434) 972 -4126 Project: Wayland's Ridge- Preliminary Subdivision Plat Plan preparer: Shimp Engineering, P.C. Owner or rep.: Frank, Ann Jarman & Walter M Jarman JR & George Burton Jarman Plan received date: 21 Apr 2015 Date of comments: 20 May 2015 Reviewer: Michelle Roberge Engineering has completed the review for application SUB201500066. Please address the following comments. The comments are those that have been identified at this time. Additional comments may be added or eliminated based on further review. Condition of approval for Preliminary Subdivision Plat: 1) Entrance is crossing preserved slopes. This is okay without a rezoning if we find there is no reasonable alternative. Confirm with VDOT. 2) Verify the ditch line is running north adjacent to Crozet Ave. I recommend this resolved now so you are not proposing a grass swale next to another ditch. This will impact design of the channel to the biofilter. Also, clarify how the pipe outlet at entrance will be conveyed into the grass channel. It appears to be uphill. 3) Provide more backyard for lots 4 -6. Cut slope back. 4) Clarify grading and drainage for lots 10 -15 and 17 -19. It appears runoff will flow towards homes and into the garage. Are you providing trench drains at end of driveway before the garage? Driveway grading should be away from garage and pitched to one side. This is typical construction. For example lot 10 and lot 20 with a crown does not work well. Revise. 5) Clarify type of dwelling. This may help resolve comment #4. 6) Grass channel is a BMP facility. This should be off lots. Create a special lot or show in open space for grass channel. Another option is to provide a normal Swale just to convey runoff with inlets at every 3 lots. This will not be counted for quality. 7) Label road as public. 8) Show conceptual pre - treatment area. This is to verify you have enough room for BMP. Engineering Review Comments Page 2 of 2 9) Location of biofilters will work better on the other side of the road. I recommend to relocate. I also recommend resolving this at the preliminary stage to verify there is enough room for the BMPs with the proposed number of lots. Otherwise, address concerns listed below prior to the approval of the preliminary plat: a)Verify there is enough room for the embankment. b) The standards states no more than 1' ponding for biofilters. In cases of larger storm events verify that it can bypass biofilter. Runoff should not overtop embankment and spill into road B. c)Avoid short circuiting. See location of pipes into biofilter. 10) Both future extensions will need to be verified by planning to clarify how the R/W should be shown around the cul -de -sac. Address for Final Subdivision Plat: (Additional comments may be added or eliminated based on further review) 1) Lot 10 -16 driveways should not exceed 16% 2) Proposed contours should be 2' contours. 3) Show CG -6 around cul -de -sac to avoid runoff towards retaining wall. 4) Show retaining wall design. Any walls supporting roads require engineered plans (not generic manufacturer's details) and computations. 5) Verify classification of trail and provide a detail that meets Albemarle County Design Standards. Trails should be in common areas, and maintained through neighborhood covenants or private agreements. When not in common areas, all trails are required to have easements, which must be a minimum of 10' wide. Concentrated runoff must not run across the trail and where a nonpaved surface is used, trail breaks and erosion prevention measures must be used on grades above 7% to prevent repeated washout of the surface. 6) Provide outlet protection at the end of culverts from biofilter. Sincerely, MQPT- Michelle Roberge �YpF AL��, 4 �P V l C? t —1. County of Albemarle Department of Community Development Memorandum To: Justin Shimp From: Megan Yaniglos- Principal Planner Division: Planning Services Date: May 19, 2015 Subject: SUB2015 -066 Wayland's Ridge- Preliminary Subdivision Plat The Planner for the Planning Services 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 comments are those that have been identified at this time. 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.] Requirements: 1. [Section 2.2.3 Open Space; 4.7 Open Space Requirements] Cluster developments (Lots less than 30,OOOsf) require a minimum of 25% open space. Not more than eighty percent of the open space can be located within the flood plain. If open space is not provided, lots must be a minimum of 30,OOOsf and have a minimum frontage of 100 feet. Limitation on certain elements. If open space is required by this chapter, not more than eighty (80) percent of the iuininunn required open space shall consist of the fallouig: (i) land located i4qthin the one- hundred year flood plain: (ii) land subject to occasional, coinnicii or fvgiient floodmg as defined in Table 16 Soil and Water Featlu•es of the tiiuted States Department of Agricultrue Soil Conservation Sen-ice; Soil Survey of Albemarle County, Virginia, August, 1955; (iii) critical or preserved slopes; and (iv) land devoted to storini ater amnagenient facilities or flood control devices, except where the facility or feature is incorporated into a pennanent pond, lake or other water feature deeined by the agent to constitute a desirable open space amenity. 2. [Density Bonus] For the maintenance of wooded areas: Show where the areas are and provide a conservation plan. The wooded areas must meet the definition in order to qualify (see below). Also, state the calculations in the Area Summary table. The wooded areas must be outside of the dedicated land to the County, as well as, not within the proposed lots in order to assure maintenance. 97boded area, forested area: An area contairung one of the rn=iiun munber of trees of specified size; or combinations thereof, from the Mousing table: Diameter of Tree Per Per One - at Breast Hei jit Acre Half Acre 3A" - 4.9" 60 30 5A" - 6.9" 38 19 7.0" - 8.9" 22 11 9.0" - 10.9" 14 7 11.011- 12.9" 10 5 13.0 " -149" 7 4 15.0 '+ 5 3 3. [Density Bonus] For the street trees: no easement is shown along the proposed roads, provide the easement. Show the trees and provide the required information per 32.7.9. 4. [Density Bonus] The park land to be dedicated must be approved by the Board of Supervisors. It was advised that the applicant take the proposal to the CCAC, did this occur? What was the feedback from that meeting? If this has not been to the CCAC, coordinate with me so that I can attend. 5. [14- 302(A)(3)] It appears that the right of way for Road 'B' will be extended to the property lines, will this be dedicated to public use? If so, state "dedicated to public use" and state the width. Also, the proposed cul -de -sacs are outside of the right of way. They should be within the right of way. 6. [14 -422] Sidewalks must extend all around the proposed cul -de -sacs. Also, it appears that the cul -de -sac is not within the right of way. Revise to have the cul -de -sac within the right of way. 7. [14 -422] It appears that the proposed property lines are within the proposed sidewalks and landscape strips. The landscape strips and sidewalks need to be within the right of way. 8. [14- 302(A)(7)] Show the existing property lines. This proposal is made up of two separate parcels which must be shown, and if combining show the boundary line adjustment land hooks. 9. [14- 302(A)(12)] The entrance is located within the preserved slopes, however the entrance may need to be moved to provide less impacts to these slopes. Provide the information required by VDOT to determine if the entrance is located in the best possible location and cannot be moved to the south to lessen the impact. C. �recessaii- public facilities. Public facilities tie cessat -v to allDiv the use of the lot, provided that the lot does not contain adequate land area outside of the preserved slopes to locate the public facilities and one or more of the follolving exist: (1) the laud disturbing activity avoids impacts on other protected resour -ces Stich as stream buffers or floodpla114 (ii) the alignment of the public facilities is consistent with the alignment of public facilities depicted or described ui the compreliensil�le plan; (iii) tlie disturbance is necessary to provide interconnection required by the Code or the applicable regulations of other public entities; or (iV -) prohibiting the facilities fi -cm being located on presen -ed slopes will cause all unnecessary hardslup_ To the extent that public facilities are established Drs preserved slopes, the presery-ed slopes should be preserved to the rnaxinrtuil extent practicable consistent tv-itli the intent and purpose of this overlay district, 10. [14- 302(A)(14)] On the front cover it states that 4.56 acres dedicated to Albemarle County. Does this include the park dedication and the right of way? If so, separate out the two. If it is only intended to be the park area, then clarify if the dedication is 4.56 acres as stated on the front cover, or 1.6 as stated on sheet 2. 11. [14- 302(B)(7)] State that the property is within the Lickinghole Creek water supply watershed. Please contact Megan Yaniglos at the Department of Community Development 296- 5832 ext. 3004 for further information. Megan Yaniglos From: Alex Morrison < amorrison @serviceauthority.org> Sent: Wednesday, May 20, 2015 8:11 AM To: Megan Yaniglos Cc: vfort @rivanna.org Subject: FW: Wayland's Ridge - Preliminary Subdivision Plat Attachments: Wayland's Ridge - RWSA GIS Map.pdf Megan, Please see comments from RWSA below. Alexander J. Morrison, EIT Civil Engineer Albemarle County Service Authority 168 Spotnap Road Charlottesville, Virginia 22911 (0) 434 - 977 -4511 Ext. 116 (F) 434 - 979 -0698 Like the ACSA on Facebook at www.facebook.com /acsaconnect From: Victoria Fort [mailto:vfort @rivanna.org] Sent: Tuesday, May 19, 2015 5:26 PM To: ' amorrison @serviceauthority.org' Subject: Wayland's Ridge - Preliminary Subdivision Plat Alex, There was no county reviewer listed on the SRC Memo, so please forward this as necessary to the appropriate person. RWSA has reviewed the preliminary subdivision plat for Wayland's Ridge as prepared by Shimp Engineering, P.C. and dated 4/6/2015 and has the following comments for the engineer: General Project Comments A sewer Flow Capacity Certification will be required prior to final site plan approval. Sheet C2 of 2 The existing RWSA 15" VCP sanitary sewer line is shown incorrectly. See attached GIS map for approximate manhole locations. 2. Show the existing RWSA permanent sanitary sewer easement (30' wide, D.B. 829 P. 041) Let me know if you have any questions. Thanks a lot, Victoria Victoria Fort, EIT Civil Engineer Rivanna Water and Sewer Authority 695 Moores Creek Lane Charlottesville, VA 22902 (P): (434) 977 -2970 ext. 205 (F): (434) 295 -1146 56C � —L 56D- -OD -7; O 56D - -OD- _ O Ej F1 56C OC -10 -0C -11 56D - -OD 9 56C - -OC -9 56D - -OD -8 CZI -MH- 101 ` 56C -OC 8 —\ ) 56C - -OC -7 CZI -MH- 102 I -MH- I 56 -37A CZI -MH- I CZI -MH- 104 56- CZI -M V C3 A N 56 -36A LYIMI 56 -35 40 X<� 56D;�OD -15 56D- -0D -16 56 -351 56 -35E \ 56 -35H + Wa land's Ridge - Way land's 1 of 1 Created by: VF Rivanna Water and Sewer Authority 695 Moores Creek Ln, Charlottesville, VA 22902 IA Preliminary Date: 5/19/2015 (434) 977 -2970 www.rivanna.org n• Subdivision Plat Map data is provided by the RWSA, Albemarle � WAI SEWER AUTHORITY TMP 56 -36 & -36A 1 inch = 200 feet County GDS, City of Charlottesville, ACSA, UVA Feet FM, and VGIN, Duplication of this data without 0 100 200 400 RWSA Engineering Department permission is prohibited. u� COMMuN EALi H of VIRGINIA DiMm illil i UP ERXN5PURimiiv19 iv0 orange Ruau C.Ip_p —, Vwyi -L 22701 Charles A. Kilpatrick, P.E. Commissioner May 11, 2015 ivis. iviegan Yani.los Principal Planner Cuu„ty of Albemarle Department at Community Developttrcnt 401 McIntire Road Charlottesville. v A 22902 Re: SUB - 2015 -00066 Wayland's Ridge Dear Ms. Yun;glos: We have reviewed the Preliminary subdivision Plat rur Waylans'3 Ridge, as 5ubn,itted by Shimp Engineering, dated April 67 2015 and offer the following comments: 1. A i;nc of sight pronle shouia be provides at the intersection of Road "A" and Crow Ave. to ensure adequate night distance. 2. Right and left turn lane warrants should be provided. 3. The entrance Onto Crozet Ave. should be designed to meet Appendix B (1) of the Road De5;gn Manual. A I2' ottbm and 4:1 taper should be provided, similar to the "Corn .ercial Entice DeS;gns Along Highways with Shoulders ", figure 4 -y, in Appendix r of the Road Dcsign Ma „ual. 4. Entrance radii should be labeled. 5. l he curb and gutter should be graphically shown on the .Ian view on sheet 2. 6. A minimum, 45' radius Should be used if a school bus is expected to use the cu[ -de- sac. We , ccomrnenU coordi„atitrg with Ennergency Services and Albemarle Engineering staff. The following cOnnnents should be addressed in the Road clan submittal: 1. A Iine or 3,ght prows Should also be provided at the intenSection of Road "A” and Road "%5" to ensure a clew, I ;nc of sight. 2. Ruuad:'wmerline profiles, storm profiles, stvrrrr computat;i-,n3 and =,,itary s,-.wet prottle5 Should be pnovidea for review. 3. Tne waterline will need to be located outside of the wheel path. 4. The sturrnwatzz management plan and the etOSivn and sea;nnem control plan should be submitted for review. i n;3 ...ay be 3ub.,,itted separately. 5. A peumit will be requited for the street connection as well us Lhe waterline connection under Crozet Ave.,. %. Where puvr,nent exists, the petn,ittee shall byre_ push_ or jack and maintain minimum cover of 36 inches. 6. A Maintenance of Traffic Plan (MOT) will be required with the ruwa plan suu,,,ittal. 7. Additional comments may be generatea during the Final Site Plan review. If you need further info„►,µtiun concen,�„ g this project, u, it you wish tu schedule u meeting, please do not hesitate to contact me at �434) 422 -9894. K.r.crely, Shelly A. Plaster Lana Developme„ t Engineer Cult.et.er Di3tri4t