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HomeMy WebLinkAboutSUB201500066 Review Comments 2016-03-09Short Review Comments Report for: SUB201500066 SubApplication Type: Wayland's Ridge - Preliminary Preliminary Plat Date Completed:05/19/2015 Reviewer:Megan Yaniglos CDD Planning Review Status:Requested Changes Reviews Comments: Division: Date Completed:04/29/2015 Reviewer:Jay Schlothauer CDD Inspections Review Status:No Objection Reviews Comments:Based on plat dated April 6, 2015. No comments or conditions. Division: Date Completed:05/18/2015 Reviewer:Shelly Plaster VDOT Review Status:Requested Changes Reviews Comments: Division: Date Completed:05/18/2015 Reviewer:Alexander Morrison ACSA Review Status:Requested Changes Reviews Comments: Division: Date Completed:05/18/2015 Reviewer:Victoria Fort RWSA Review Status:Requested Changes Reviews Comments: Division: Date Completed:04/27/2015 Reviewer:Andrew Slack CDD E911 Review Status:Requested Changes Reviews Comments:The applicant should contact this office with a list of three (3) road names for "Road A" and "Road B" for approval before the final plans are submitted. Division: Date Completed:05/20/2015 Reviewer:Michelle Roberge CDD Engineering Review Status:Requested Changes Reviews Comments: Division: Date Completed:05/03/2015 Reviewer:Robbie Gilmer Fire Rescue Review Status:Requested Changes Reviews Comments:Based on plans dated 4/6/15 1. Cul-da-sac's shall be 96 ft FC/FC. 2. Radii shall have a minumim radii of 25 ft. 3. Road's A & B shall be marked No Parking on one side. 4. Fire hydrants shall be located on a spacing of 500 ft per travelway. 5. Fire Flow test required before final approval. Division: Page:1 of 2 County of Albemarle Printed On:April 03, 2017 3. Road's A & B shall be marked No Parking on one side. 4. Fire hydrants shall be located on a spacing of 500 ft per travelway. 5. Fire Flow test required before final approval. Date Completed:03/09/2016 Reviewer:Andrew Slack CDD E911 Review Status:Pending Reviews Comments:The road names given are approved. The developer should contact the Crozet Post Office to determine a location for CBU mail delivery. Crozet Post Office is no longer able to give curbside delivery. Contact Keith Smarte the Postmaster in Crozet at 823-9847 with further questions. Division: Page:2 of 2 County of Albemarle Printed On:April 03, 2017 hp'Ag. COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road,North Wing Charlottesville,Virginia 22902-4596 Phone(434)296-5832 Fax(434)972-4126 May 21, 2015 Justin Shimp Shimp Engineering 201 E. Main Street Charlottesville, VA 22902 RE: SUB2015-066 Wayland's Ridge-Preliminary Plat Mr. Shimp: The Site Review Committee has reviewed the development proposal referenced above. Initial comments for the following divisions of the Department of Community Development and other agencies, as applicable, are attached: Albemarle County Engineering Services (Engineer) Albemarle County Planning Services (Planner) Albemarle County Information Services(E911) Albemarle County Department of Fire Rescue Albemarle County Service Authority Virginia Department of Transportation Rivanna Water and Sewer Authority Comments reflect information available at the time the development proposal was reviewed, and should not be considered final. However,the Site Review Committee has attempted to identify all issues that will be required to be resolved prior to Final Subdivision Plat approval. The Lead Reviewer will either approve with conditions or deny the Preliminary Plat within 15 days of the Site Review Meeting. Please contact me at your earliest convenience if you have questions or require additional information. Sincerely, Principal Planner Planning Services r ant 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 30,000sf) 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 30,000sf and have a minimum frontage of 100 feet. 3. Limrariou oto ccr ray;z er'fmle;irs_ If open space is required by this chapter. not more than eighty(SO) percent of the minimum required open space shall consist of the following- (i) land located within the one-hundred year flood plain: (ii) land subject to occasional. common or frequent flooding as defined in Table 16 Soil and Water Features of the United States Department of Agriculture Soil Conservation Service. Soil Survey of Albemarle County. Virginia. August_ 19S (iii) critical or preserved slopes: and(iv) land devoted to storimvater management facilities or flood control devices. except where the facility or feature is incorporated into a permanent pond lake or other water feature deemed by the agent to constitute a desirable open space ameInty. 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. 1 Tooded area,fbrested area: An area containing one of the minimum number of trees of specified size. or combinations thereof,from the following table_ Diameter of Tree Per Per One- at Breast Height Acre Half Acre 3.0" - 4 9" 60 50 5.0" - 6.9" SS 19 7.0" - 8-9" 71 11 9.0" - 10.9" 14 11_0" - 12.9" 10 5 15.0" - 14.9" 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. ccos of I'p?'h c ibc r',ries. Public facilities necessary to allow 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 following exist: (i) the land disturbing activity avoids impacts on other protected resources such as stream buffers or floodplain (ii) the alignment of the public facilities is consistent with the alignment of public facilities depicted or described in the comprehensive plan: (iii) the disturbance is necessary to provide interconnection required by the Code or the applicable regulations of other public entities: or(iv) prohibiting the facilities from being located on preserved slopes will cause an unnecessary hardship. To the extent that public facilities are established on preserved slopes, the preserved slopes should be preserved to the maximum extent practicable consistent with 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 2 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(8)(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. 3 Nor 'Nave / ! p N. 01, =1, COMMONWEALTH of VIRGINIA DEPARTMENT OF TRANSPORTATION 1601 Orange Road Cu'peper Virgos 22701 Charles A. Kilpatrick,P.E. Commissioner May 11, 2015 Ms. Megan Yaniglos Principal Planner County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 Re: SUB-2015-00066 Wayland's Ridge Dear Ms. Yaniglos: We have reviewed the Preliminary Subdivision Plat for Wayland's Ridge, as submitted by Shimp Engineering, dated April 6, 2015 and offer the following comments: 1. A line of sight profile should be provided at the intersection of Road "A" and Crozet Ave. to ensure adequate sight distance. 2. Right and lefi turn lane warrants should be provided. 3. The entrance onto Crozet Ave. should be designed to meet Appendix B (1) of the Road Design Manual. A 12' offset and 4:1 taper should be provided, similar to the "Commercial Entrance Designs Along Highways with Shoulders", figure 4-9, in Appendix F of thc Road Design Manual. 4. Entrance radii should be labeled, 5. The curb and gutter should be graphically shown on the plan view on sheet 2. 6. A minimum 45' radius should be used if a school bus is expected to use the cul-de- sac. We recommend coordinating with Emergency Services and Albemarle Engineering Staff. The following comments should be addressed in the Road Plan submittal: 1. A line of sight profile should also be provided at the intersection of Road "A" and Road "B" to ensure a clear line of sight. 2. Road/waterline profiles, storm profiles, storm computations and sanitary sewer profiles should be provided for review. 3. The waterline will need to be located outside of the wheel path. 4. The stormwater management plan and the erosion and sediment control plan should be submitted for review. This may be submitted separately. .......... ft,.., ,...., 5. A permit will be required for the street connection as well as the waterline connection under Crozet Avenue. Where pavement exists, the permittee shall bore, push, or jack and maintain minimum cover of 36 inches. 6. A Maintenance of Traffic Plan(MOT)will be required with the road plan submittal. 7. Additional comments may be generated during the Final Site Plan review. If you need further information concerning this project, or if you wish to schedule a meeting, please do not hesitate to contact me at(434) 422-9894. Sincerely, Shelly A. Plaster Land Development Engineer Culpeper District 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 1. A sewer Flow Capacity Certification will be required prior to final site plan approval. Sheet C2 of 2 1. 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 1 Nov 695 Moores Creek Lane Charlottesville,VA 22902 (P):(434)977-2970 ext. 205 (F):(434) 295-1146 2 • -�_ _ , 56C--•• _-----, .,-Fi a � 56D 0C-16 �� 56D--OD 12,, fi �',.� tt //'56D--OD-13 I irya us 56C--OC-11 56C OC 9 56C--0C-10 56D--0D-9 56D--0D-8 CZI-MH-101 ''° 56D--0D-14 56C--0C-8 , '�, ,g 56C--OC-7 ,. :CZI-MH-IO2 56D--OD-15 "— Z ;;0'CZI-MH-I03 - ; 56-37A6 F "' 56D--0D-16 �w NN CZI-MH-100 " CZI-MH-104 56 0�0 56-37 o' `}a 0-''''''''''''''''' 56 351 -Do 0 CZI-MH-99 x 56-36A 56-36 0CZI-MH-98 ads / 56-35 40 56-14B 56-35E 56-35H i of 1 Created Rivanna Water and Sewer Authority Wayland's Ridge - 1 695 Moores Creek Ln,Chottesville,VA 22902 R /AN A Preliminary Date: 5/19/2015byVF (434)977-2970 www.rivarlanna.org Subdivision Plat Map data is provided by the RWSA, Albemarle 1 inch = 200 feet County GDS,City of Charlottesville,ACSA,UVA TMP 56-36 & -36A Feet FM, and VGIN, Duplication of this data without 0 100 200 400 RWSA Engineering Department permission is prohibited. • Revievomments SUB201500066 Project Name: 4'ayland's Ridge -Preliminary Date Completed: Vlonday,April 27, 2015 Preliminary Plat rvi Reviewer: ,Andrew Slack Department,Division/Agency: ; Egli Reviews Comments: The applicant should contact this office with a list of three (3)road names for"Road A"and 'Road (3"for approval before the final plans are submitted. , - Review status: " Requested Changes . . Page: ;1 County of Albemarle Printed On: 05/1912015 Rev iewomments SUB201500066 Project Name: ilaylancrs Ridge -Preliminary Date Completed: 3unday, May 03, 2015 Preliminary Plat 171 ..„ _ Reviewer: Robbie Gilmer Departmentiavision/Agency: , Fire Rescue Reviews Comments: Based on plans dated 4/6/15 1.Cul-da-saes shall be 96 ft FCIFC, 2. Radii shall have a minumim radii of 25 ft, 3. Road's A& B shall be marked Na Parking on one side. 4. Fire hydrants shall be located on a spacing of 500 ft per travelvvay_ 5. Fire Flow test required before final approval. 6. Review StatusRequested Changes Page: 11 County of Albemarle Printed On: 101912.015 Megan Yaniglos From: Alex Morrison <amorrison@serviceauthority.org> Sent: Tuesday, May 19, 2015 1:32 PM To: Megan Yaniglos Subject: SUB201500066:Wayland's Ridge - Preliminary Subdivision Plat Megan, I have reviewed the above referenced plat and hereby recommend approval with the following conditions: • Final Water and Sewer plans are required for review and approval by the ACSA. Please submit 3 copies of the plan, a water data sheet and a sewer data sheet to the attention of Jeremy Lynn, PE. • RWSA Capacity Certification will be required. • RWSA review and approval of the sewer connection will be required. Let me know if you have any questions. 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 1 • 0%41 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. Noe- 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, ,,F Michelle Roberge