Loading...
HomeMy WebLinkAboutSUB201200127 Review Comments 2012-11-09 • ?ototiaAy\ � rus � 1-Vco Atinc ® 60cAttrOutie e County of Albemarle Department of Community Development Memorandum - To: Brent Nelson,Project Planner From: Michael Koslow,Engineering Review(SUB201200127) Project: Glenmore,Lots 24—27 -Final Plat Plan preparer: Commonwealth Land Surveying,LLC [434-973-0513] Owner or rep.: Central Virginia Real Estate Ventures,LLC Plan received date: 22 October 2012 Date of comments: 9 November 2012 Reviewer: Michael Koslow The final subdivision plat has been reviewed: 1. Please include the pavement and R/W width information for Running Deer Road and Farringdon Road with this final-before-preliminary plat. \./2 Please include Deed Book and Page number for all existing easements including sanitary sewer easement identified on sheet 2. 3. There need to be drainage easements included with this final-before-preliminary plat. Please show roadside ditch limits for Farringdon Road and Running 15FEE-FrTtiyate drainage easements, , � will be required to drain these private roads. Need to verify the ditch maintenance limits are within these private easements. Please label apparent drainage easements for ditches or enclosed drainage on east side of Farringdon Road for apparent outlets in lots 22 and 23. ectc (04- v �iv ( s"--oti 1 -�} (� r `R 'f s • 4. Existing critical slopes have not been shaded. On the front sheet of the final-before-preliminary plat,please provide a table of all non-exempt critical slope disturbances so that critical slope disturbance can been tracked.The county acknowledges a previous critical slopes waiver request and fee submitted 12 March 2012. Upon request of applicant,an updated request letter could be utilized for county review of critical slopes waiver request with no additional fee. r✓ 5. An erosion and sediment control plan for the disturbance to construct the sanitary sewer line, perform all lot grading, and erect all houses must be approved prior to final-before-preliminary plat approval. Agreement in lieu of plans will not be relied on for the construction o-£.these 4 lots,. 6. It appears that> 10,000 sft of land disturbance is proposed for this subdivision. A Water Protection Ordinance(WPO)plan set including erosion and sediment control(ESC)and stormwater management(SWM)will be required prior to final plat approval. The plan will need to show all new ESC measures necessary to protect all grading in addition to the construction of all utility lines and proposed permanent SWM measures to treat and detain site runoff from proposed impervious surfaces (4 houses). Peg Poi r!' Albemarle County Community Development Engineering Review comments Page 2 of 2 7. On one of the sheets of the ESC plan revision,the applicant will need to provide an updated acreage for land being disturbed for the Leake Property. Total disturbance will not be allowed to exceed 30 acres. [ZMA-2006-00016,Proffer 6]. This subdivision proposes disturbance for possibly the entire proposed subdivision area(to be verified upon receipt of WPO plans). A review of the County WPO database indicates 5.32 Acres are currently anticipated for development in the Leake section: County Project# Disturbance Area(Ac) Notes WPO201100037 3.3 Glenmore Section K2B WPO201100075 2.02 Glenmore Lot 28 Please keep in mind as future Leake sections become proposed for subdivision and development. 8. A County accepted private road or a subdivision-road bond will need to be posted for Farringdon Road prior to the approval of the final plat. 9. Subdivision—water&sewer(by ACSA) and WPO (ESC and SWM,by the county)will need to be posted prior to the approval of the final plat. 10. Future anticipated fees associated with the engineering review of the final plat and site grading permit and inspection could include but are not limited to: Private Street plan review fee $400/each review Erosion&Sediment Control plan review fee $300/each review Stormwater Management plan&calcs review fee $300/each review Grading permit and first year inspections fee $100/disturbed acre Brent Nelson From: Michael Koslow Sent: Tuesday, November 20, 2012 4:14 PM To: 'Scott Collins' Cc: Brent Nelson;adam@collins-engineering.com Subject: Glenmore Lots 24-27(SUB2012-001-emergency access Scott, Sorry for the timeliness of this comment. I discussed the road plan for the Perimeter Road with Glenn and he confirmed that the driveways proposed for lots 24 and 27 could not be connected to that section of Carroll Creek Road because. that section of the road was only supposed to be for emergency access. The Perimeter Road plans which contain the Emergency Access Road designation for that section of Carroll Creek Road are WPO2008-00036. We recommend showing the driveways for lots 24&27 as connecting to Farringdon Road directly. Cordially, Michael • Michael Koslow, PE. County of Albemarle Community Development Department 401 McIntire Road Charlottesville,VA 22902 434-296-5832 ext.3297 434-972-4126(fax) mkoslow@albemarle.org • OPAL 8 - County of Albemarle Department of Community Development Memorandum To: Brent Nelson,Current Development planning and zoning review From: Michael Koslow,Current Development engineering review Date: 12 December 2012 Subject: Glenmore Section K2B,Lots 24-27 (SUB201200127)critical slope waiver request The critical slope waiver request has been reviewed. The engineering analysis of the request follows: Description of critical slope area and proposed disturbance: This is a proposed single unit subdivision and includes four critical slope areas. The applicant is proposing to include four development units and associated driveways with undefined proposed slopes. Areas Acres Total site 4.19 acres approximately Critical slopes 0.60* 14%of site Critical slopes disturbed TBD TBD% of critical slopes * -includes 3 of 4 critical slopes areas which are partially outside of the site The area of disturbances to existing critical slopes is likely to change based on driveway alignment changes and construction of stormwater management facilities required for subdivision of subject parcels. Exemptions to critical slopes waivers for driveways,roads and utilities without reasonable alternative locations: Driveways without reasonable alternative locations(to avoid disturbing existing critical slopes)have not been proposed. Further,a preliminary plat for this location submitted in March 2012 in conjunction with a previous critical slopes waiver request included a stormwater management facility which proposed further disturbances to existing critical slopes areas. Compliance with Zoning Ordinance 18-4.2: "movement of soil and rock" Proper slope construction,control of drainage,and vegetative stabilization should prevent any movement of soil. Much of that will depend on activities of individual builders. "excessive stormwater runoff' Stormwater runoff will be increased in this area,as steeper man-made slopes typically result from leveling associated with building construction. "siltation" Inspection and bonding by the County will help to ensure siltation control during construction.Proper stabilization and maintenance can help long term stability. However,the houses proposed adjacent to existing critical slopes areas(Lots 24&27)make future critical slope disturbances likely. "loss of aesthetic resource" The proposed development is being planned per existing proffer which limit the total disturbed area at any given time(ZMA-2006-00016,Proffer 6) and in accordance with it's PRD zoning. • • 1 • • Albemarle County Community Development Engineering Review comments Page 2 of 2 "septic effluent" • This neighborhood is serviced by public sewer. Based on the review above,engineering recommends revision of critical slopes waiver request to match an approved driveway layout..Currently,Lots 24&27 connect to an emergency access road and are not proposed to avoid impacts to existing critical slopes. Further,the applicant should show the proposed stormwater management facility on the plat to provide complete information associated with this request. Finally,-the original critical slopes waiver request dated 26 November 2012 should be addressed to the • current application's Planning Agent(Brent Nelson). l/ 11 .3 £.t { t fi�:".�..:.{:Cr?�:•::�fSh:�'^�:�:��.�.lt.::I'.i?{f.'33!.`,:�.{.{s�i":$ :\t."1'iC:T'�S.:S� xii/t R. l31���kY:'S:i:�'.E%;:,£ ti��.s...�%;T q..3>S�{�,��� .... ....� ...: E�i...'i.{..lf AO AL AL a4rllrk • friEGRO County of Albemarle • Department of Community Development Memorandum • To: Brent Nelson,Project Planner From: Michael Koslow,Engineering Review(SUB201200127) Project: Glenmore,Lots 24—27-Final Plat • Plan preparer: . Commonwealth Land Surveying,LLC [434-973-0513] Owner or rep.: Central Virginia Real Estate Ventures,LLC Plan received date: 22 October 2012 (Revl) 26 November 2012 Date of comments: 9 November 2012 (Rev]) 11 December 2012 Reviewer: Michael Koslow The final subdivision plat has been reviewed: 1. Please include the pavement and R/W width information for Running Deer Road and Farringdon Road with this final-before-preliminary plat. (Revl)R/W widths for Running Deer Road and Farringdon Road have been provided. Please provide additional information for these roads[14-303.E]Dimension standards and information on all lots, streets, alleys, easements, and shared driveways.All linear, angular, and curvilinear dimensions of lots, streets, alleys,public easements and private easements and shared driveways shall conform to the requirements set forth in 18 VAC 10-10-370(C), a copy of which shall be on file in the department of community development. Curvilinear data shall include radius, central angle, arc length, and tangent distances and may be shown either directly on • the corresponding boundary or surveyed line or in table form. Easements shown for private streets, alleys and shared driveways shall be labeled as "private street easement", "alley easement" or "shared driveway easement." The easement holder(s)shall be identified on the plat. 2. Please include Deed Book and Page::lumber for all ex.i.stina easements including sanitarysewer E r easement ide.nti(led on sheet 2. (.Rc .1) Comment has been ad b a:ssed, 3. There need to be drainage easements included with this final-before-preliminary plat. Please show roadside ditch limits for Farringdon Road and Running Deer Road. Private drainage easements will be required to drain these private roads. Need to verify the ditch maintenance limits are within these private easements. Please label apparent drainage easements for ditches or enclosed drainage on east side of Farringdon Road for apparent outlets in lots 22 and 23. • (Rev])At a minimum,please extend the 10'drainage easement for conveyance of ditched runoff through parcel TMP93A4-J and label apparent drainage easement which extends from Farringdon Road through this parcel and Lot 22&Lot 23. 4. Existing critical slopes have not been shaded. On the front sheet of the final-before-preliminary plat,please provide a table of all non-exempt critical slope disturbances so that critical slope disturbance can been tracked.The county acknowledges a previous critical slopes waiver request and fee submitted 12 March 2012. Upon request of applicant, an updated request letter could be utilized for county review of critical slopes waiver request with no additional fee. Albemarle County Community Development Engineering Review comments Page2of2 (Revl)Per review of existing contours, it appears an additional critical slope area exists to the east of Farringdon Road in TMP93A4-J. Please confirm and if in agreement label this area as well. A review of critical slopes waiver request will be provided separately. 5. An erosion and sediment control plan for the disturbance to construct the sanitary sewer line, perform all lot grading,and erect all houses must be approved prior to final-before-preliminary plat approval. Agreement in lieu of plans will not be relied on for the construction of these 4 lots. (Rev1)Comment has been acknowledged. 6. It appears that> 10,000 sft of land disturbance is proposed for this subdivision. A Water Protection Ordinance(WPO)plan set including erosion and sediment control(ESC)and stormwater management(SWM)will be required prior to final plat approval. The plan will need to show all new ESC measures necessary to protect all grading in addition to the construction of all utility lines and proposed permanent SWM measures to treat and detain site runoff from proposed impervious surfaces (4 houses). (Rev])Comment has been acknowledged. 7. On one of the sheets of the ESC plan revision,the applicant will need to provide an updated acreage for land being disturbed for the Leake Property. Total disturbance will not be allowed to exceed 30 acres. [ZMA-2006-00016,Proffer 6]..This subdivision proposes disturbance for possibly the entire proposed subdivision area(to be verified upon receipt of WPO plans). A review of the County WPO database indicates 5.32 Acres are currently anticipated for development in the Leake section: County Project# Disturbance Area(Ac) Notes WPO201100037 3.3 Glenmore Section K2B WPO201100075 2.02 Glenmore Lot 28 Please keep in mind as future Leake sections become proposed for subdivision and development. (Rev]) Comment has been acknowledged. 8. A County accepted private road or a subdivision-road bond will need to be posted for Farringdon Road prior to the approval of the final plat. (Rev1) Comment has been acknowledged. Please note engineering comment dated 20 November 2012 regarding Carroll Creek Road:driveways for lots 24 and 27 cannot connect to an emergency access road. 9. Subdivision—water&sewer(by ACSA)and WPO (ESC and SWM,by the county)will need to be posted prior to the approval of the final plat. (Revl) Comment has been acknowledged. 10. Future anticipated fees associated with the engineering review of the final plat and site grading permit and inspection could include but are not limited to: Private Street plan review fee $400/each review Erosion&Sediment Control plan review fee $300/each review Stormwater Management plan&calcs review fee $300/each review Grading permit and first year inspections fee $100/disturbed acre (Rev])Comment has been acknowledged. OF A _ U County of Albemarle Department of Community Development Memorandum To: Joanne Purtsezova,Project Planner From: Michael Koslow,Engineering Review(SUB201200016) Project: Glenmore,Lots 24—27-Preliminary Plat Plan preparer: Mr. Scott Collins,PE;Collins Engineering Owner or rep.: Glenmore Associates Limited Partnership Plan received date: 6 February 2012 Date of comments: 21 February 2012 Reviewer: Michael Koslow The preliminary subdivision plat has been reviewed: 1. Require the applicant includes the alignment and width information for Running Deer Road and Farringdon Road with this preliminary plat[14-302.3]. 2. Require the applicant to update the existing topography to reflect the construction of Farringdon Road and Running Deer Road[14-302.12]. 3. There need to be drainage easements included with this preliminary plat. Require the applicant to show roadside ditch limits for Farringdon Road and Running Deer Road. Private drainage easements will be required to drain these private roads. Need to verify the ditch maintenance limits are within these private easements. Drainage easement on east side of Farringdon Road will need to extend to apparent outlet in lot 23 (DB 2422 PG 466)., • 4. Not all critical slopes have been shaded. On the front sheet for the final plat,require the applicant to provide a table of all non-exempt critical slope disturbance so that critical slope disturbance can been tracked. See also comment#2 as the road-influenced slope areas will need to be included with the disturbance area computation. 5. An erosion and sediment control plan for the disturbance to construct the sanitary sewer line, perform all lot grading, and erect all houses must be approved prior to final plat approval. Agreement in lieu of plans will not be relied on for the construction of these 4 lots. 6. No information has been provided regarding stormwater management. When the proposed grading plan is included in the next submittal,please show the updated drainage area to what appears to be a needed sediment trap in Lot 27 before runoff reaches the intermittent stream crossing Farringdon Road with existing drainage easement DB 2422 PG 466. During the rezoning review,the stormwater management plan was not as detailed as the county was accustomed to -8eeing. This was noted by the County Engineer,Jack Kelsey,in his memorandum on 24 July 2007: Stormwater Detention: The applicant has assumed a waiver for stormwater detention will be granted as part of the final development plan review. In this case it is an acceptable concept. However, as part of the final development plan and in accord with Code 17-314.F.6 the applicant must demonstrate to the satisfaction of the Program Authority that off-site improvements or other provisions for the disposition of surface water runoff would equally or better serve the public interest and safety, and that such method of disposition would not adversely affect downstream properties or stream channels. Albemarle County Community Development Engineering Review comments Page 2 of 2 Stormwater Oualitv: The applicant has proposed to address water quality by working with the water resources manager to dedicate stream buffers as part of the final development plan review. However, in order for dedicated stream buffers to provide any water quality benefit the runoff from impervious surfaces must be allowed to sheet flow through the buffers and be adequately treated. No water quality credit is given for the concentrated release of runoff(in pipes or ditches)into or through the buffers. Based on the conceptual grading in this application, nearly all of the runoff from proposed streets will be collected/conveyed in ditches and culverts and then released as concentrated flow into the existing intermittent streams. Please revise the grading plan to be consistent with the conceptual water quality treatment proposed. Be mindful that erosion&sediment control measures(traps or basins), that will be required for this development, may be converted to serve as water quality facilities. The following comments are advisory and do not need to be addressed prior to preliminary plat approval. 7. An erosion and sediment control and stormwater management plans will be required prior to final plat approval. The plan will need to show all new ESC measures necessary to protect all grading in addition to the construction of all utility lines. 8. On one of the sheets of the ESC plan revision,the applicant will need to provide an updated acreage for land being disturbed for the Leake Property. Total disturbance will not be allowed to exceed 30 acres. [ZMA-2006-00016,Proffer 6]. This subdivision proposes disturbance for possibly up to 4.29 Acres (the proposed subdivision area). A review of the County WPO database indicates 5.32 Acres are currently anticipated for development in the Leake section: County Project# Disturbance Area(Ac) Notes WPO201100037 3.3 Glenmore Section K2B WPO201100075 2.02 Glenmore Lot 28 Please keep in mind as future Leake sections become proposed for subdivision and development. 9. The road bond for Carroll Creek Road has been posted on 1/21/2011. However,bonds for ACSA will need to be posted prior to the approval of the final plat. 10. Future anticipated fees associated with the engineering review of the final plat and site grading permit and inspection include but are not limited to: Erosion&Sediment Control plan review fee $300 Stormwater Management plan&calcs review fee $300 Subdivision bond calculation $250 Grading permit and first year inspections fee $100/disturbed acre THE LAND USE NOTES SHOWN ON THIS PLAT ARE IMPOSED AT THE THE DIVISION OF LAND DESCRIBED HEREON IS WITH THE FREE CONSENT AND REQUEST OF THE DIRECTOR OF PLANNING. BY PLACING HIS/HER IN ACCORDANCE WITH THE ❑ESIRE OF THE UNDERSIGNED OWNER, PROPRIETORS. SIGNATURE ON THIS PLAT HE/SHE HAS DEEMED THAT THEY ARE AND TRUSTEES. ANY REFERENCE TO FUTURE POTENTIAL DEVELOPMENT IS TO 8�TA Op BE DEEMED AS THEORETICAL ONLY. ALL STATEMENTS AFFIXED TO THIS PLAT O `� CORRECT ZONING ORDINANCEAN IN ACCORDANCE WITH THE ALBEMARLE COUNTY IN EFFECT THIS DATE. THESE NOTES ARE ARE TRUE AND CORRECT TO BEST OF MY KNOWLEDGE. NOT RESTRICTIVE COVENANTS RUNNING WITH THE LAND AND THEIR QFOR REVIEW)' APPEARANCE ON THIS PLAT IS NOT INTENDED TO IMPOSE THEM AS G SUCH. ANY REFERENCE TO FUTURE DEVELOPMENT RIGHTS SHOWN PATRICK L. FRANCE BRIAN S.RAY HEREON IS THEORETICAL. FOR THE MILLER SCHOOL OF ALBEMARLE Lic.No.002281 CITY/COUNTY OF A. PROPERTY ZONED RA. STATE OF RIVER WATER SUPPLY WATERSHED. B. THIS PROPERTY IS LOCATED IN THE SOUTH FORK RIVANNA CI STE EOREGOING INSTRUMENT WAS ACKNOWLEDGED S[)RVOt C. ACCORDING TO THE ALBEMARLE COUNTY GI5 WEBSITE THIS BEFORE ME THIS DAY OF PROPERTY I5 NOT LOCATED IN AN AGRICULTURAL-FORESTAL .BY PATRICK L. FRANCE DISTRICT. FOR THE MILLER SCHOOL OF ALBEMARLE D. THE STREAMS ON THIS PROPERTY ARE SUBJECT TO A STREAM BUFFER AND SHALL BE MANAGED IN ACCORDANCE WITH THE NOTARY PUBLIC ALBEMARLE COUNTY WATER PROTECTION ORDINANCE. NOTES: E. THIS PROPERTY IS LOCATED IN THE FLOOD HAZARD OVERLAY MY COMMISSION EXPIRES : NOTARY SEAL 1. OWNERS ADDRESS: NBUTETHERENIS)NO FLOOD PLAIN IN THE AREA OF THE 1000 SAMUEL MILLER LOOP APPROVED FOR RECORDATION CHARLOTTESVILLE, VA 22903 2. NO TITLE REPORT FURNISHED. THIS PROPERTY IS SUBJECT TO ANY CONDITIONS, EASEMENTS, UTILITIES, AGENT FOR THE BOARD OF SUPERVISORS DATE AND/OR COVENANTS THAT MAY EXIST. EASEMENT PLAT SHOWING NEW PERMANENT DRAINAGE EASEMENT HEREBY DEDICATED TO PUBLIC USE AND NEW EASEMENT FOR 390' SIGHT DISTANCE HEREBY DEDICATED TO PUBLIC USE FOR PROPOSED NEW ENTRANCE ON THE PROPERTY OF THE MILLER SCHOOL OF ALBEMARLE LOCATED ON STATE ROUTE 635 (MILLER SCHOOL ROAD) SAMUEL MILLER MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA SCALE : i'= 50' DATE: JANUARY 14, 2013 REVISED: MARCH 5, 2013 FOR THE MILLER SCHOOL OF ALBEMARLE ROGER W. RAY & ASSOC., INC. 1717-1B ALLIED STREET CHARLOTTESVILLE, VA 22903 434.293.3195 TELEPHONE A.R.O. RWRINCBEARTHLINK.NET SHEET i OF 2 12B33D • LINE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING ) / /68B Cl • 15'11'23' 148.88 39.47 19.85 39.35 N8O'49'44'E / J C2 2.45'40' 150.31 7.24 3.62 7.24 NO4'O1'45'W m • C3 7'37'53" 150.31 20.02 10.02 2O.Oi NO7'51'23'W > 689 • C4 46'13'51' 148.88 120.12 63.55 116.89 S83'39'O2'E a C5 50.57'05' 150.31 133.67 71.62 129.30 S28'O7'28'E m C6 1'23'31' 150.31 3.65 1.83 3.65 NO3.2O'41'W V/ DENOTES NEW EASEMENT FOR 390' SIGHT DISTANCE I /(6// HEREBY DEDICATED TO PUBLIC USE _ _ . >----:- • DENOTES NEW PERMANENT DRAINAGE EASEMENT /©� :s HEREBY DEDICATED TO PUBLIC USE • ' _ / I- / z • o T.M. 72-32 • CD 41 4') SITE • \ SAMUEL • o MILLER O LOOP _ ^C4 669 Ci 30.00. 56 43 96 6'E t00 \ 4N.N, 1 il I illeED E/pM•��� 1/ °'O• T\ c �S� • IRON /D„p 'O9 :k- S58.23'14'E jNF� N=3B89589.46 ,!�,%jc9jD 87.31' • 6B E=11423336.21 /il s,M'90� S5 29.6 0i'E\ \ • / T VICINITY MAP SCALE: 1'= 2000' +/- / '94 ' ....k• ___ NEW EASEMENT 1S ? ' / Sy \ \ • FOR 390' SIGHT DISTANCE c�•'5 � OO HEREBY DEDICATED TO / \ PUBLIC USE 9�4//'S'?9/ o( • \t00• NEW PERMANENT �6'O /%9� \ems N8O'5O'21'E HEREBY DEDICATED TO • 0 o q • DRAINAGE EASEMENT . • �0. j 40.18 PUBLIC USE • \G�.4 '•.% o ( S09'09'39"E \rNF / o .\rl. 20.00' T.M. 72- PARCEL 32. T.M. 72 . PARCEL 32 10� \ n `:u•.,•<i.;,'Y pf D.B. 45-5O468-754 DESCRIPTION D.B. 68-754 bbbb D.B. 45-504 DESCRIPTION IRON �J-- \C'y D.B. 24-66 DESCRIPTION D.B. 24-66 DESCRIPTION SET C2 �„ W '•:` • N=3889415.04 n\m • E=11423562.94 pi ut o PROPOSED ENTRANCE (FOR REVIEW) I rt I PROPOSED SCALE: 1"= 50' DATE: JANUARY 14. 2013 • PIPE REVISED: MARCH 5, 2013 \ I I I • ROGER W. RAY 6 ASSOC.. INC. \ 1717-18 ALLIED STREET CHARLOTTESVILLE. VA 22903 . 434.293.3195 TELEPHONE A.R.D. RWRINC@EARTHLINK.NET SHEET 2 OF 2 12833D frninro • COUNTY OF ALBEMARLE Depaituient of Community Development 401 McIntire Rd.North Wing Charlottesville,VA 22902 Phone: 434-296-5832 Fax: 434-972-4126 Memorandum To: Scott Collins Owner: Central Virginia Real Estate Ventures LLC From: Brent W.Nelson Division: Planning Date: November 15,2012 Subject: SUB201200127 Glenmore Leake K2 Lots 24-27 -Final The Planner for the Albemarle County Planning Division will recommend approval of the final subdivision plat referenced above once the following comments have been fully addressed. Comments are those that have been identified at this time. Additional comments may be added or eliminated upon further review. [Each comment is preceded by the applicable reference to the Subdivision/Zoning Ordinances and County Code.] f 14-302(A)21 Vicinity map A map at a scale of one(1) inch equal to two thousand(2,000) feet showing the property and its relationship with adjoining land and streets, its relationship with landmarks in the area and, if the subdivision is a phased subdivision, all other phases of the subdivision for which a final plat has been approved, in detail adequate to describe the location of the property without field review. Initial submittal(10/22/12): Revise the vicinity map by labeling Running Deer Drive. f 14-302(A)31 Existing or platted streets The location, width and names of all existing or platted streets and all other rights-of-way. Initial submittal (10/22/12): Revise the plat by labeling Carroll Creek Road and labeling the right-of- way widths of Farringdon and Carroll Creek Roads. f 14-302(A)4; 14-303 (L)1 Public easements/Public utility,drainage and sight distance easements The location and dimensions of all existing and proposed public easements outside of a street right-of-way. Existing easements shall be labeled with the deed book and page number and the name of the public owner of record Proposed easements shall be labeled as "dedicated to public use." 1 The location and dimensions of each public utility, drainage and sight distance easement outside of a street right-of-way;for each existing easement, include a note stating the deed book and page number. Initial submittal(10/22/12): Revise the plat to include the location and dimensions of each public utility, drainage and sight distance easement outside of a street right-of-way; for each existing easement, include a note stating the deed book and page number—this includes the 50' wide emergency access easement(to be abandoned)and the 20'wide overhead and underground electric easement. f14-302(A)91/14.2.11/[4.2.21 Building sites on proposed lots The location, area.and dimensions of a building site on each proposed lot complying with the. requirements of section 4.2 of the zoning ordinance. The plat shall also contain the following note: "Parcel [letter or number] and the residue of Tax Map/Parcel[numbers] each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance." Initial submittal (10/22/12): Revise the plat to include the following note: "Lots 24 -27 each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance" [14-302(A)1111 Instrument creating property proposed for subdivision The deed book and page number of the instrument whereby the property was created, as recorded in the office of the clerk of the circuit court of the county. Initial submittal(10/22/12): Revise the plat to include the deed book and page number of the instrument whereby the property was created,as recorded in the office of the clerk of the circuit court of the county. 114-302(A)12; 14-3081 Topography [14-3041 Request for critical slopes waiver • Existing topography at the time of plat submittal at up to twenty [20] percent slope, with a contour interval that is not greater than the interval on aerial topography available from the county. The source of topography, including survey date and name of the licensed professional; or a statement that topography data provided by the county was used Proposed grading, with a contour interval equal to the intervals of the existing topography, 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. For property in the rural areas zoning district, the proposed grading shall show all grading on each proposed lot, including access, clearing and all other lot improvements. Initial submittal (10/22/12): Revise the plat to include the source of topography, including survey date and name of the licensed professional; or a statement that topography data provided by the county was used, 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. Submit updated critical slope waiver information as requested by reviewing engineer and required by Section14-304. [14-302(B)51 Zoning classification The zoning classification of the property, including all applicable zoning overlay districts,proffers, special use permits and variances. 2 1. __ Initial submittal (10/22/12): Revise the plat by remo ' eferences (page 2 of 3) to the proposed rezoning of TMP 94-73 and include a reference MA-2006-016 and associated proffers on the cover sheet for the zoning classification. 114-302(B)81 Yards The location of all yards required by this chapter and the zoning ordinance, which may be shown graphically or described in a note on the plat. Initial submittal(10/22/12):Provide the setbacks note in its entirety as required for the Glenmore PRD. "Setbacks: a.Front Yard: Depth of front yard shall be no less than twenty-five.(25)feet except,in future cottage sections,the front yard may be reduced to ten(10)feet. b. Side Yard: Depth of side yard shall be no less than fifteen(15) feet except, in future cottage sections, the depth of the side yard shall be no less than three(3)feet. c. Corner Side.Yard: Depth of side yard lots located at street intersections with common open space of a minimum width of fifteen(15)feet between the lot and one of the street's right-of-way may be reduced to seven and one half(7.5)feet. d.Rear Yard: Depth of rear yard shall be no less than twenty(20)feet except in cases in which the rear lot line abuts common open space or the golf course,then the rear yard of such lot may be reduced to ten(10) feet. J14-3051 Stormwater management information Initial submittal (10/22/12): Submit stormwater management information as requested by reviewing engineer and required by this section. 1 14-303(H)1 Monuments The location and material of all permanent reference monuments. Monuments found or installed prior to plat recordation may be referred to if they are permanent and undisturbed. If any monument required by this chapter will be installed after recordation of the final plat, the certification of the professional engineer or land surveyor shall so note. Initial submittal (10/22/12): Revise the plat to include the location and material of all permanent reference monuments. Monuments found or installed prior to plat recordation may be referred to if they are permanent and undisturbed. If any monument required by this chapter will be installed after recordation of the final plat,the certification of.the professional engineer or land surveyor shall so note. 114-303(1)1 Bearing and distance ties A definite bearing and distance tie between not less than two (2)permanent monuments on the exterior boundary of the property and further tie to existing street intersection where possible and reasonably convenient. Initial Submittal (10/22/12): Revise the plat to include a definite bearing and distance tie between not less than two (2) permanent monuments on the exterior boundary of the property and further tie to existing street intersection where possible and reasonably convenient. f 14-303(S)1 Control points 3 At least four (4) control points, evenly distributed across the property and located at survey property corners, and shown on each sheet depicting the property.At the option of the subdivider, the control points may be shown on a copy of the final plat, rather than on the original final plat. Initial Submittal (10/22/12): Revise the plat to show At least four (4) control,points, evenly distributed across the property and located at survey property corners, and shown on each sheet depicting the property. At the option of the subdivider, the control points may be shown on a copy of the fmal plat, rather than on the original final plat. [Administrative Zoning Review:Proffer Compliance] ZMA-2006-016, ZMA-1999-016(?), Others(?) Initial Submittal (10/22/12): In addition to distribution to the reviewers on the Site Review Committee, this plat has been distributed to Zoning for administrative zoning review and approval. Those comments will be forwarded to you as soon as they are received. [ZMA-2006=016 Proffer#11 Initial Submittal (10/22/12): Add the note to the cover sheet of the plat that was formulated in conjunction with Zoning previously for SUB-2011-056, SUB-2011-083, and SUB-2011-105.This note is required for all plats reviewed in the Glenmore Leake sections,present and future. Section K2 development shall not exceed 110 single family units (ZMA-2006-016, Proffer 1). 76 of these units are in addition to and not counted as part of the total permitted in Glenmore PRD (ZMA-1999-016). Revise the lot tally on Sheet 1 to show that 34 of the new lots available are dedicated to Glenmore for a net of 55 available to Glenmore Section K2. [ZMA-2006-016 Proffer#61 Initial Submittal(10/22/12): Zoning has indicated that all WPO Plans and SUB plans associated with the 30 acre limit on disturbance need to be explicitly referenced prior to plat approval, including but not limited to SUB-2011-026, SUB-2011-056 if and when recorded, SUB-2011-083 if and when recorded, and SUB-2011-105 if and when recorded. Engineering will be evaluating the amount of total disturbance, however all WPOs and SUBs need to be referenced. ��h�r'�illl • • • • �IRG[NIP • COUNTY OF ALBEMARLE Depai tiuent of Community Development 401 McIntire Rd.North Wing Charlottesville,VA 22902 • Phone: 434-296-5832 • Fax: 434-972-4126 Memorandum To: • Scott Collins Owner: Central Virginia Real Estate Ventures LLC From: Brent W.Nelson Division: Planning Date: November 15,2012 Rev. 1: December 12,2012 Subject: SUB201200127 Glenmore Leake K2 Lots 24-27 -Final • The Planner for the Albemarle County Planning Division will recommend approval of.the final subdivision plat referenced above once the following comments have been fully addressed. Comments are those that have been identified at this time. Additional comments may be added or eliminated upon further review. [Each comment is preceded by the applicable reference to the Subdivision/Zoning •Ordinances and County Code.] 1. I1.4-302(A)2) Vicinity map A map at a scale (?-1'one (1) inch equal to two thousand (2,000) • feet showing the property and its relationship with adjoining land and streets, its relationship with landmarks in the area and, if the subdivision is a phased subdivision, all other phases of the subdivision for which a final plat has been approved, in detail adequate to describe the location of the property without field review. submittal (10/22/12): Revise the vicinity map by labeling Running Deer Drive. Rev. 1.: Comment addressed 2. [14-302(A)3] Existing or platted streets_The location. width and names of all existing or platted streets and all other rights-of-way. Initial submittal (10/22/12): Revise the plat by labeling Carroll Creek Road and labeling the right-of-way widths of Farringdon and Carroll Creek Roads. Rev, 1: Comment addressed 3. [14-302(A)4; 14-303 (L)] Public easements/ Public utility, drainage and sight distance easements_The location and dimensions of all existing and proposed public easements outside of a street right-of-way. Existing easements shall be labeled with the deed book and page number and the name of the public owner of record. Proposed easements shall be labeled as "dedicated to public use." The location and dimensions of each public utility, drainage and sight distance • • • • easement outside of a street right-of-way;for each existing easement, include a note stating the deed book and page number. Initial submittal(10/22/12): Revise the plat to include the location and dimensions of each public utility, drainage and sight distance easement outside of a street . • • right-of-way; for each existing easement,include a note stating the deed book and page number— this includes the 50' wide emergency access easement (to be abandoned) and the 20'wide overhead and underground electric easement. • Rev. 1: Comment not fully addressed. The location and deed book reference is not shown for the • • • 50' wide emergency access easement and the 20' wide overhead and underground electric easement.Revise the plat to include these. 4. [1.4-302(A)9]/[4.2.1.1/[4.2.21 Building sites on proposed lots The location, area and dimensions of a building site on each proposed lot complying with the requirements of section 4.2 • of the zoning ordinance. The plat shall also contain the fbllou ing note: `Parcel [letter or number]and the residue of Tax Map/Parcel[numbers]each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance." Initial submittal (10/22/12): Revise the plat to include the following note: "Lots 24 -27 each contain a building site that complies with section 4.2.1 of the Albemarle County Zoning Ordinance" Rev. 1: Comment addressed • 5. 014-302(A)1111 Instrument creating property proposed for subdivision The deed book-and page number of the instrument whereby the property was created, as recorded in the office of the clerk of the circuit court of the county. Initial submittal(10/22/12): Revise the plat to include the deed book and page number of the instrument whereby the property was created, as recorded in the office of the clerk of the circuit court of the county. Rev.1: Comment addressed 6. [14-302(A)12; 14-3081 Topography [1.4-304] Request for critical slopes waiver Existing topography at the time of plat submittal at up to twenty [2OJ percent slope, with a contour interval that is not greater than the interval on aerial topography available from the county. The source of topography. including survey date and name of the licensed professional; or a statement that topography data provided by the county was used Proposed grading. with a -contour interval equal to the intervals of the existing topography, 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. For property in the rural areas mooning district, the proposed grading shall show all grading on each proposed lot, including access, • clearing and all other lot improvements. Initial submittal (10/22/12): Revise the plat to include the source of topography, including survey date and name of the licensed professional; or a statement that topography data provided by the county was used, proposed grading(maxisrium five [5] foot contours) supplemented where necessary by spot elevations; areas of the site where existing slopes are twenty-five (25) percent or greater. Submit updated critical slope waiver information as requested by reviewing engineer and required by Section14-304. Rev. 1.: Comment addressed. Note on sheet I indicating County topo used. Revised critical slope waiver information provided to Engineering. 7. [14-302(B)5] Zoning classification The zoning classification of the property, including all applicable zoning overlay districts,proffers, special use permits and variances. Initial submittal (10/22/12): Revise the plat by removing all references (page 2 of 3) to the proposed rezoning of • TMP 94-73 and include a reference to ZMA-2006-016 and associated proffers on the cover sheet for the zoning classification. • Rev. 1: Comment not fully addressed. "ZMA 2006-016" noted on sheet 1; however, it does not reference the proffers.Revise the reference to state: "ZMA 2006-016 with proffers." 8. [14-302(B)8] Yards The location of all yards required by this chapter and the zoning ordinance, which azrrxv be shown graphically or described in a note on the plat. Initial submittal (1.0/22/12): Provide the setbacks note in its entirety as required for the Glenmore PRD: • Setbacks: a) Front Yard' Depth.of front yard shall be no less than twenty-five(25)feet except,in future cottage sections the front yard may be reduced to ten(1.0)feet. • b) Side Yard: Depth of side yard shall be no less than fifteen(15)feet except,in future cottage • sections;the depth of the side yard shall be no less than three(3)feet. c) Corner Side Yard: Depth of side yard lots located at street intersections with common open space of a minimum width of fifteen(15)feet between the lot and one of the street's right-of-way may be reduced to seven and one half(7.5)feet. d) Rear Yard: Depth of rear yard shall be no less than twenty (20)feet except in cases which the rear lot line abuts common open space or the golf course, then the rear yard of such lot may be reduced to ten (10)feet. Rev. 1.: Comment addressed 14 [14-305] Stormwater management information Initial submittal (10/22/12): Submit _stormwater management information as requested by reviewing engineer and required by this section. Rev. 1.: Comment addressed 15 [14-303(H)] Monuments The location and material of all permanent reference monuments. Monuments found or installed prior to plat recordation may be referred to if they are permanent and undisturbed. If any monument required by this chapter will be installed after recordation of the final plat, the certification of the professional engineer or land surveyor shall so note. Initial submittal (10/22/12): Revise the plat to include the location and material of all permanent reference monuments. Monuments found or installed prior to plat recordation may be referred to if they are permanent and undisturbed. If any monument required by this chapter will be installed after recordation of the final plat, the certification of the professional engineer or land surveyor shall so note. Rev. 1: Comment not fully addressed. Sheet 2 contains the note All iron pins (lot corners) will be set after approval and recordation of this plat. This conflicts with the note on sheet 1 stating Iron pins set/found at all new corners. Revise the plat to correct this inconsistency. 16 [14-303(I)] Bearing and distance ties A definite bearing and distance tie between not less than two(2)permanent monuments on the exterior boundary of the property and,further tie to existing street intersection where possible and reasonably convenient. Initial Submittal (10/22/12): Revise the plat to include a definite bearing and distance tie between not less than two (2) • permanent monuments on the exterior boundary of the property and further tie to existing street intersection where possible and reasonably convenient. Rev.1:Comment addressed 1.7 [14-303(S)] Control points At least four (4) control points, evenly distributed across the property and located at survey property corners, and shown on each sheet depicting the property. At the option of the subdivider, the control points may he shown on a copy of the final plat, rather than on the original final plat. initial Submittal(10/22/12): Revise the plat to show At least four (4) control points, evenly distributed across.the property and located at survey property corners, . and shown on each sheet depicting the property. At the option of the subdivider, the control points may be shown on a copy of the final plat,rather than on the original final.plat. Rev.1; Comment addressed 18 [Administrative Zoning Review: Proffer Compliance] ZMA-2006-016, ZMA-1999-016(?), Others(?) Initial Submittal (10/22/12): In addition to distribution to the reviewers on the Site • Review Committee, this plat has been distributed to Zoning for administrative zoning review and approval. Those comments will be forwarded to you as soon as they are received. 12/12/2012:Zoning comments will be forwarded once all received. 19 [ZMA-2006-016 Proffer#1] Initial Submittal(10/22/12): Add the note to the cover sheet of the plat that was formulated in conjunction with Zoning previously for SU.B-20.11.-056, SLAB-20.11- 083, and SUB-2011-105.This note is required for all plats reviewed in the Glenmore Leake sections, present and future—Section KC2 development shall.not exceed 110 single family units (ZMA-2006-016, Proffer 1). 76 of these units are in addition to and not counted as part of the total permitted in Glenmore PRO (ZMA-1999-016). Initial Submittal (10/22/12): Revise the lot • tally on Sheet 1 to show that 34 of the new lots available are dedicated to Glenmore for a net of 55 available to Glenmore Section KC2. • Rev. 1:Comment addressed 20 [ZMA-2006-016 Proffer #6] Initial Submittal (10/22/12): Zoning has indicated that all WPO Plans and SUB plans associated with the 30 acre limit on disturbance need to be explicitly referenced prior to plat approval, including but not limited to SUB-2011-026, SUB-2011-056 if and when recorded, SUB-2011-083 if and when recorded, and SUB-2011-105 if and when recorded. Engineering will be evaluating the amount of total disturbance, however all WPOs and SUBs need to be referenced. Rev. 1: Comment not addressed. Zoning has indicated that all WPO Plans and SUB plans associated with the 30 acre limit on disturbance need to be explicitly referenced prior to plat approval, including but not limited to SUB-2011-026, SUB-2011-056 if and when recorded, SUB-2011-083 if and when recorded, and SUB-2011-105 if and when recorded.Engineering will be evaluating the amount of total disturbance, however all WPOs and SUBs need to be referenced. 21. [ACSA comment, Alex Morrison] The ACSA can't approve the final plat at this time because there are no approved plans to compare the utility easements to. Rev. 1: Comment has not been addressed. • Please contact Brent Nelson at Planning Services by using bnelson@albemarle.org or 434-296-5832 ext. 3438 for further information.