The URL can be used to link to this page

Home My WebLink AboutSUB202100057 Review Comments Easement Plat 2021-05-24Phone 434-296-5832 County of Albemarle Department of Community Development 401 McIntire Road, Charlottesville, VA 22902 Memorandum Fax 434-972-4126 To: Bethany Velasquez, Roudabush, Gale, and Associates (bethanygroudabush.com) From: Andrew Reitelbach, Senior Planner Division: Planning Date: May 24, 2021 Subject: SUB202100057 Rivanna Village Phase 2 — Easement Plat The County of Albemarle Planning Division will grant or recommend approval of the plat referenced above once the following comments have been addressed: [Each comment is preceded by the applicable reference, which is to the Subdivision/Zoning Ordinances unless otherwise specified.] 1. [14-302(B)1] Provide the date of the last revision of the plat on future submittals of this plat. 2. [14-302(B)5] Clarify the ZMA that applies to this easement plat and its subject property, for note #5 on the cover sheet. The cover sheet of the plat currently states that the plat is in accordance with the NMD of ZMA2004-00007 (which appears to be for Belvedere). However, the application form for this plat (as well as the County's GIS) states that the rezoning for this property is ZM4,2013-00012. [14-302(B)10] Provide the following note on the cover sheet of the plat: "The stream buffer(s) shown hereon shall be managed in accordance with the Albemarle County Water Protection Ordinance (WPO)." In addition, show this WPO buffer on all applicable sheets of the plat. 4. [14-303(A)] Revise the statement of consent to division on the cover sheet of the plat to include a description of the land that is being platted with this plat. 5. [General Comment] Deeds for the easements are required. These deeds will be prepared by the Engineering Division and will be required to be recorded along with the easement plat. 6. [Advisory Comment] There appear to be several proposed lots located within the stream buffer. Although this is an easement plat, and those lots are not being created with this plat, it is important to be aware for the preliminary and final plats of the requirement that lots cannot be located within the stream buffers. 7. [Advisory Comment] Approval of this easement plat does not guarantee approval of the future site plan(s), road plan(s), and final plat(s) that are required to be submitted for this development. Those applications must still be submitted, reviewed, and approved by the County. Those applications must also meet their individual requirements. See comment below as well. 8. [Advisory Comment] The easements and rights -of -way provided on this plat may need to be revised depending on the final layout of the development once a final site plan and a final subdivision plat are granted approval. Please contact Andrew Reitelbach in the Planning Division at areitelbach@albemarle.org or 434-296- 5832 ext. 3261 for further information. Comments from Other Reviewers: Engineering Division, Community Development Department — John Anderson, janderson2galbemarle.org — Requested changes; see the attached memo. Albemarle County Service Authority (ACSA) —Richard Nelson, melson(a,serviceauthoritv.org — Review pending; comments will be forwarded to applicant upon receipt by Planning staff. Virginia Department of Transportation (VDOT) — Adam Moore, adam.moore(&vdot.vir ig nia.gov — Review pending; comments will be forwarded to applicant upon receipt by Planning staff. V 401 McIntire Road, North Wing County of Albemarle Charlottesville, VA 22902-4579 COMMUNITY DEVELOPMENT DEPARTMENT Telephone:434-296-5832 WWW.ALBEMARLE.ORG Easement Plat review Project title: Rivanna Village, Phase 2, Easement Plat Project file number: SUB202100057 Plat preparer: Bethany Velasquez —Roudabush, Gale & Associates, Inc. 172 S. Pantops Drive, Charlottesville, VA 22911 [ bethanygroudabush.com ] Owner or rep.: Rivanna Investment Holdings LLC, 150 West Main St. Suite 1100 Norfolk, VA 23510 [ tculpgpoer(cr�,robinsondevelopment.com ] Date Received: 26 Mar 2021 Date of comments: 14 May 2021 Project Coordinator: Andy Reitelbach Engineering has reviewed the easement plat and offers the following: 1. VI 2. V2 a. Note: Once all plat reviewers comments are addressed and final revision date is set, Engineering will format deeds for SWM facility and public drainage easement dedication for Applicant review and notarized signature. Applicant to record deeds with easement plat, either prior to or with the final subdivision plat. a. Recommend dimension lines for L5 (IF -to -IF) to clarify L5 is not to Leaning PF. b. Increase size of endpoint between C3 and LI, similar to other endpoints. c. Provide deed bk.-pg. ref. to US Rt. 250 public RW. d. Provide deed bk.-pg. ref. to Village Park, Steamer Drive, and Sedgewick Lane public RW. e. Furnish linework to indicate access easement connects Lazy Branch and Cattail Court. f Reposition Ib�earing �labels, so readable, see below: ti g. Provide inset exhibit or additional plat sheet that includes complete TMP parcel information for 7 highlight lots fronting Village Park Avenue: TMP, owner, deed bk.-pg. Image, below: 3. V3 4. V4 BLO OK \a pH4 p 5f03 pG 251 1AY Engineering Review Comments Page 2 of 11 PARR' CV O to h. Provide inset exhibit or additional plat sheet that includes complete TW parcel information for 5 lots (Lots 11-15) fronting Pinewood Drive: owner name, deed bk.-pg. Image, below: yF I _ TV 791f6 �o \\ \, I DRIVE LOT 16 �� n �\ / `�-- � TYP 79D-if /` � R.C. MAGRUDER r ' SUBDMSION ,\ LOT 7f j DB 368 PC 175 TYP 79D-15\ II IMP 790-12 jTYI0-131 TYP 791 1 LOT 15 \J G3f IP 17�1' /3 I LOT 14 �� 55g5806'E 933.90' P 79D-10 IF LOT f0 ` LEANING PF: :ANING PF F '—""— OPEN SPACE I-E'35'0.i'E TYP UTVRZLOTS OF ALBE A 9&15' COUNTY LENUJF APC 10 395 DB 5f 03 PC 395 — a. Label Cattail Court b. Provide AE, SE easement tables. a. Provide/label temporary construction easement or letter of permission, consistent with Road Plan sheet30. Ll p I TMR eo-sen I r. I WRYBE55 u'I I JOHNSON y, RESIDENTIAL 0O 566.V 60 2 I F� � i \\ b. Revise plat as needed to accommodate additional property owner signatures, if needed. 5. V6: Provide EC line -curve data (EC4, for example). 6. VT Provide 10' Private Wall Maintenance Access Easement leader line to easement, similar to leader line on V6. 7. V9 a. b. Engineering Review Comments Page 3 of 11 Beginning with this sheet, check matchline references, which appear to be carryovers from earlier sheets in plat. Provide /label SWM facility access easement from Lazy Branch Lane to BMP G3, consistent with Road Plan sheet 32. Image, below: c. DE5 (tie) label obscures SW 14 label, please uncover SW 14 label. d. Label Cattail Court. e. Provide endpoint: DE2-DE3. f. Provide public drainage easement for storm pipe at end of Terrapin Trace. Image, RP sheet 28: r r � I g. Provide tie to IF on boundary between Pinewood Drive Lots 14, 15, and DE or DE2, similar to tie provided for RW26 to an IF at 119.25' boundary endpoint, shown on V9. Otherwise, it is quite difficult to trace DEs along Cattail Drive. See DE 17 (tie), V l l . h. Please provide tie between DEl and DEB, and between DE8 and DE10. i. Unless change in direction of easement calls is clearly apparent, provide visible endpoints between all RW calls and easement line segments for comparison with approved WPO and ROAD plans, and future lot /parcel owner benefit. j. Provide visible endpoints between all RC-RW transitions since precise location is not apparent. This is particularly important to county and lot owners. 8. V10 a. Provide leader lines to each public drainage easement, or revise label to read `variable width public drainage easements' at intersection of Butterfield Lane and Terrapin Trace. Engineering Review Comments Page 4 of 11 b. Please provide DE39 or DE40 tie to exterior boundary, for reason listed elsewhere. c. Please clarify slight offset at blue circle boundary location. Image, below: S d. Provide sufficient public drainage easement width, Lots I-22/I-23, please ref. ACDSM Easement width diagram. 24" DIA pipe at depth 11.4' requires Min. easement width =27'. Also, please see review item V 12.a., below. Image, ROAD Plan sheet 65: 38 37 36 10+40 10+80 11+20 11+60 12+00 12+40 '2Q' PROFILE Note: No part of a structure/no improvements may occupy a public drainage easement. With final subdivision plat, please resolve spatial conflict that appears to exist between public drainage easement and dwellings on Lots I-22 and I-23. Image, RP sheet 28. LOT F 5,939 SF I I I I W BPIlUGE E .-.T,-P. (MBM) LOT F23 5.939 SF W e. Provide off -site grading easement needed to construct Terrapin Trace cul-de-sac. RP sheet 29. f. Engineering Review Comments Page 5 of 11 vGv _ 2(1 21 0 wll00ncw.o w — 1 I �w w TERRA IN TRAC � w i BLOCK • �_ TMP60- I _ I RIVANNA ME RESIDEN OB. 3641 P. OB. 3536, F 9,1 WSF Provide /label SWM facility access easement from Mossy Rock Road to BMP I2, consistent with g. Provide off -site grading easement for TMP 80-58A, consistent with proposed grading shown on RP, sheet 29, 20+00 29+00 9. Vll a. b. C. 10. V 12 a. Engineering Review Comments Page 6 of 11 Coordinate all BMP/SWM facility access easements with linework shown on Road Plan (SUB2019000156). For example, see below: v � m Recommend label private drainage easement across Lots G-25 thru G41. Provide /show SWM/BMP forest/open space (FOS) easement (across plat sheets) where depicted on Road plan or approved VSMP/WPO201800007, consistent with these plans. If recorded, please provide deed bk.-pg. ref. to recorded FOS easement. Image from RP sheet 31. - r �Lq Ji u ex u �., +uo m % .E r� m � W, 1. F / xam r 1 e m FFEM. _ r ` _ swaew J rwcsrx E � �1'_ EVEEOIl� �M� IM.EI Revise public drainage easement width, Lot J-38, per ACDSM easement diagram, image Aink below, and Road Plan design storm profile (SUB201900156, sheet 67), 20' width is insufficient. Dwelling shown on Lot J-38 of approved WPO201800007 encroaches on this public drainage easement. No portion of a structure, tooter, or constructed improvements may occupy drainage or SWM facility easements. 24" DIA pipe at depth 14' requires Min. easement width =32'. Engineering Review Comments Page 7 of 11 BR1yCH LIyB KI ", VMiIAE am WBIIC M FA W rA91flIT SUB201900156, sheet 67, ref. Str. SD 2S3 STORM DRAIN'2S' PROFILE: STA. 10+00 -16+60 WP0201800007, sheet SWM-10 �oAM R�BB � � ,MN�P,�BIrvONEB,'� 1 � LOW FLOW SRLL`N<Yro WEiL4N0 BENCR IELEV.-3N 011L D nip AM MNXPTH Mni2FEEn '' TOP DRESS WrtHeINCHFS OFeINLH OWAETFA NNINOFDRIVER 1 II CgrvBWVCIEO WETLMD BENCXI 1 LGW ft W S LLw y M WERANOBEN HIELF 2 fEEn,CP LNE%WTIBN RIPER COBBLEI 341' i� Al CC an Engineering Review Comments Page 8 of 11 Link to ACDSM:httys://www. bemarle.org/Home/ShowDocument?id=270 Albemarle County Design Standards Manual — Engineering b. Provide /label SWM facility access easement from cul-de-sac, Mossy Rock Road, to BMP J142, consistent with Road Plan sheet 35. Image, below: I Er > Engineering Review Comments Page 9 of 11 c. Similarly to item V 12.a., above, check and revise public drainage easement width as needed, Lots J-35, J-36. 30" DIA pipe at depth 11.75' requires Min. easement width =28'. 11. V13 a. 10+00 10+40 10+80 11+20 1 STORM DRAIN '2M' PROFILE: STA. 10+00 - 16+60 SCALE: 1'- 0V H;1' 10' V Provide /label BMP J3 access, consistent with Road plan, SUB201900156, sheet 36 LOT S LOT SF FfE%IS b. Revise 20' public drainage easement across Lots J-6 thru J-I Ito indicate private drainage easement. 12. V 14 C. Engineering Review Comments Page 10 of 11 Provide /show SWM/BMP forest/open space (FOS) easement across plat sheets where depicted on Road plan or on approved VSMP/WPO201800007, consistent with these plans. If recorded, iom RP sheet 36. a. Provide off -site construction easement required to construct Lazy Branch Lane cul-de-sac. 7' offset distance, edge of walk to PL is insufficient to construct improvements. Image, RP sheet 37: � e w wowAl 91fOMON i NEIGANTIAL 0 /- FESIOANTIAL OB 1192192G.]i1 ; P. 124 b. Provide /label BMP J5 Engineering Review Comments Page 11 of 11 ss, consistent with Road plan, SUB201900156, sheet 37. enm �c NoOM'1fi5\ LOT J-25 WaLIC10�.iw. 4,5205F LOT Fz) \ ersei¢iA�a �. 5.1905F FFE '` A eIIE 111iw i ` C a Am 0MRJ5 !n/ / (00-FILTER)wT svu 1 IE 1Ex B' hJ oe w W' r�1ANE 13. V 15: Please check -revise duplicate DE40 table values. Thank you J. Anderson 434.296-5832 -x3069 SUB202100057 Rivanna Village Phase 2 Easement plat 051421