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Home My WebLink AboutSDP201400070 Letter of Revision 2020-10-08av trjf' County of Albemarle Department of Community Development 401 McIntire Road Charlottesville, VA 22902 October 8, 2020 Mike Meyers 30 Scale LLC 871 Justin Drive Palmyra, VA 22963 RE: LOR#3 for SDP201400070 Stonefield Block D2 (Townhouses) Tax Map/Parcel Number 061 W003D2000A1 Dear Mr. Meyers, This letter approves your submitted Letter of Revision for the above referenced site plan. The Letter of Revision proposes the following changes as shown on the attached plan with the latest revision date of 10-07-20 and letter dated 09-28-20 (updated 10-06-20): • A retaining wall in the open space behind Lots 7-11 was added. This is the third and final Letter of Revision for this site. Please be aware that only three Letter of Revision are permitted on any site plan. Any future changes to the plan after the third Letter of Revision are required to be submitted in the form of a new site plan amendment (along with the proper fee) that shows the proposed changes and all previously approved conditions that are to remain. Sincerely, Tori Kanellopoulos Senior Planner County of Albemarle Department of Community Development Phone: 434-296-5832 ext. 3270 30 Scale, LLC 871 Justin Drive, Palmyra, VA 22963 Ph. 434.242.28.2866 mike@30scale.com m SCALE ENGINEERING September 28, 2020 Ms. Tori Kanellopoulos Planner - Planning Services Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Stonefield —Block D2— SDP 2014-00070 Letter of Revision #3 — Addition of Retaining Wall Behind Lots 7-11 Albemarle County, Virginia Dear Tori, Please consider this our request for the approval of Letter of Revision #3 for SDP 2014-00070 for the installation of a retaining wall behind lots 7-11. The retaining wall is required to ensure that a maximum slope of 2H:1 V is maintained behind the lots. The following revised sheets are included with this submission: Sheet C-10 —Grading and Drainage Plan Sheet C-29 — Landscape Plan Please note that no changes are proposed that would affect the prior approval of the Architectural Review Board since the retaining wall will not be visible from Hydraulic Road (Refer to typical section on Sheet C-29) and no changes are proposed to the approved landscape plan. Retaining wall notes also include a specification on the ARB-approved color for the retaining wall and that the homeowners association shall be responsible for maintenance of the retaining wall per language in the homeowners documents for the development (similar to the other retaining walls). We thank you for taking the time to review this request. Please feel free to call me any time if you have any questions or would like additional information. Sincerely, enclosures Cc: Mr. Randy Steck 30 Scale, LLC 871 Justin Drive, Palmyra, VA 22963 Ph. 434.242.28.2866 mike@30scale.com AiWL m SCALE ENGINEERING October 6, 2020 Ms. Tori Kanellopoulos Planner - Planning Services Department of Community Development 401 McIntire Road Charlottesville, VA 22902 RE: Stonefield— Block D2— SDP 2014-00070 Letter of Revision #3 — Addition of Retaining Wall Behind Lots 7-11 2nd Submission Albemarle County, Virginia Dear Tori, The attached revised sheets show the proposed retaining wall behind lots 7-11 moved entirely off the lots and into the Common Area. It is our understanding that no new easement or maintenance agreement for the wall will be required as a result of this change. We thank you for taking the time to review this request. Please feel free to call me any time if you have any questions or would like additional information. Sincerely, enclosures Cc: Mr. Randy Steck PWR $ T 1 TRANS- Z n / - - �� / I J ' O "NO THRU TRAFFIC" a•r " au O aw ow � ,wu «. - r PWR 53 -- RM MH `, PWR / � > �. --�-- -- -r 986 PG 70 _ gYF--• •- _ 524 - VAULT // / / z sw �I 12 FF=530.10' -W;;gi9.43 BF-318.7d- --W -- ow RAIAIEIG,(`E MT w / FF-529.43' FF-528.76' BF-51&09' 1 FF-52&09 BF-518 2 - 17 18 940 PC 2 2-- RETAINING I r ( FF-527.42' SF-55-1M --9F-515. ' RETAINING WALL FF-W&41V FF-525.81' F-520.B9' 19.a3' ta.t9' BF-514.47 I I FF-5z5,1� 2T- MAX HT E 7.5' ��' FF�53res' - 18.76' 18.0 . T7.42' - - --iza.4� 20.22' K FF-S23.8'0 SEE INSET FOR DETAIL = + 15.81' 15.14' 'UI LHOX / _ 18. B2 F-5 0.22' _ - .14r '�� = 14.4 13 80' /18.15' -530.22' 19.33' h / 19.55' _ 17.4= 1= 7 SAN -� 3 1 $ / W 15.19' 14.53 8 TC W W 13.1♦ 13 83 14.47 9t COMM. / ./ / .? TC -- --• - r0 W �� 13.17• .1 VAUL 1 { -j10. 19.18. 3 T I . h, TC END OF WALL w,Ic• W WALL FLU 19.55' - W wmT- 'R_9d / ! 19.15' TC W �� IF EX VEPCO ESMT / 19.01' - TC 85 rc Bw M ta.ea h, DB 418 PG 578 / � TC o 15.16' OB 986 PG 70 / / BF-619.55' 18.99' TC �> O .14.49 1 FF-515.83' FF 529M' tlF t 7.88' co t 7.58' MAX WALL t 3.83' 2 TC 40 _ Tvl 5 HEIGHT=2.0' 12.7 ' 3 19.14' \ `� 17.30' _a 84 12,71' x 12.03FF-512. 13.98' �-514.83' � - �' /a�51 .55' 18.77' BW 12.83' FT-5�9.5W TC - _ 14.16' h,`% 3 1 1.3T 18.88' � � 1 19.02' -! 18.59' D WALL I 12' ROOF 1.99' 1 �•-. CHMARK 39 e'6 117.85' DRAT ER ATION=534.01 EX VARIABLE WIDTH POWER ESMT L DB 4160 PG 199 - � l F- 19,68' 19.0�' / 9c88 h ••� "COMMONWEALTH DR." 18.58' "NEXT SIGNAL" [ p/ 5/1818ms ' Q/ �29.35 3 / / / 17.94' 17.9218.01 :18.68, Q J l II �J� vTA MH UD vvl _Ma I• CURB V 28 8 •89 2 .7� 17.70' N / 25�8' /18.01' 4 B 518.68' U ry 8.09, 17.75' O q N n 2�.18 17.76' JOQ J� 24.41E I �1 M. J 18.68' , 3a. 3' I. / "` •/ I 4 2 Q PWR /lk 18.05' , I VAULT 8.05 \ 18.68. 519.35' I ' 00 22.20FF' 7 529.35 oz- ow CL - :: I = PWR - U _ 81y WITC ' GUI 'o 21.48'� 8 0 -" RETAINING WALL LL Bo DR, JI WITH GUARDRAIL i W W - W M HEIGHT--7.9' `�' L000 3' 0 I 1 ADDRESSED COUNTY COMMENTS RU 4/1, 2 ADDRESSED COUNTY COMMENTS RU 5/1, W 3 ADDRESSED COUNTY COMMENTS RU 6/50 4 SIGNATURE SEr RU 8/Z 5 REVISED GRADING BEHIND UNITS 1-40. LOR #1 C14 ADDED SANITARY SEWER CONNECTION AND MANHOLE BC RU 9/1( NO. SHEET REVISION BY Do ,y49 END OF WALL 6 11 14. WK ..LEADER Tc iiw. �s r88 12.49 ! - . • 111 ._ • A �W 1: _ 1 1 ��-I.��.� � I�Yn�r�■I��,-��I� LQ �,�■i�i��. .� a ��■I ... 14.55, I I +Na .: •.. .99 '.•.. ,•, 1061 ,.11 •.. 1'.• . 1OR •F CURB LEADER BE :1 ' ' '••• -LI 1 • • I �� ® �►�mu� w�nu�� uuu;� a►i!iii��iiu�il:,Ini J �• , tl I DRIVE Il' :. - • W (PRIVATE) EX 15' POWER ESA/7 STORMWATER PIPES AND STRUCTURES \_SIORM INLET STORM 10 DB 4160 PC 199 SHALL BE PRIVATE AND MAINTAINED PER COVENANTS � may►- �Ir i ICI. � �•��i • RESTRICTIONS. WATER EASEMENT ■■ ■�_IF THIS DRAWING IS A REDUCTION • GRAPHIC BE USED owner: NOTE: THIS SEAL IS ONLY FOR THE CHRISTOPHER COMPANIES �c1 PVT 0 CERTIFICATION OF THE PROPOSED 10461 WHITE GRANITE DRIVE �? pc CHANGES AS SHOWN BY REVISION OAKTON VA 22124 CLOUDS ON SHEETS C-10 AND C-29 OF THE SITE PLAN. PLEASE NOTE THE engineer: u y ORIGINAL SITE PLAN SDP 2014-00070 30 SCALE, LLC M L F. S WAS PREPARED BY W W ASSOCIATES. 871 JUSTIN DRIVE Lic. No. 33029 SCALE Q. PA VA22963 0 �Q/07/2�2� Fp: 434.2434.242.2866 .� � e: mike@30scale.com �SS70NAL ENG` E N G I N E E R I N G web: www.30scale.com LETTER OF REVISION 3 TO SDP 2014-00070 10-7-2020 THE PURPOSE OF LETTER OF REVISION f#3 IS TO ADD APPROXIMATELY 115-LF OF RETAINING WALL (MAX HEIGHT OF WALL=7.5') IN THE COMMON AREA BEHIND LOTS 8-11 TO ENSURE A MAXIMUM 2:1 SLOPE BEHIND THE LOTS. THE RETAINING WALL WILL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR AND NO CHANGES TO THE LANDSCAPE PLAN ARE PROPOSED. COUNTY APPROVAL RETAINING WALL NOTES 1. RETAINING WALL TO BE SEGMENTAL BLOCK RETAINING WALL. REFER TO SEPARATE BUILDING PERMIT APPLICATION FOR STRUCTURAL DESIGN. 2. RETAINING WALL BLOCK COLOR TO BE "LAMES RIVER" AS MANUFACTURED BY ALLIED EAGLE BAY PRODUCTS. NOTE THIS COLOR HAS BEEN USED ON THE ALREADY -BUILT RETAINING WALLS IN PHASE 1 AND WAS APPROVED BY THE ARCHITECTURAL REVIEW BOARD. 3. THE RETAINING WALL WILL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. REFER TO TYPICAL SECTION ON SHEET C-29. 4. THE WALL WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. MAINTENANCE FOR THE RETAINING WALL HAS BEEN ESTABLISHED BY THE CODES COVENANTS AND RESTRICTIONS. o � / O 3 � n VS,a/qR/c j "541.68 rW 35 0 J��wGbYrp hs�r�. .� / '`5it"l,g - -- 56•NT / �� A 3 /1•S� / / O29O / LOT 12 on -329 93 Sop_ ` zeS / ` 2 �I W I 3,7 0 f / 7.S,,y /h Doti 00 (?o <43 BM/ 0 4 4 \287 c� �� 2yrV eW l �� •, J V SLOPE MqX �° 32 0 / O Q 836 ti 33"" / Doti yY O J `UMM B.8 / 0 Q VgUCT /S 8C. �Q •. 283 31 RETq NRIN (414 GW441 .32/ h Z90 r N 1559 -04 h� � � � 4 m Q / • �1/J � I �g71/6 pTG/ I\ 1 3 I 532 C9 � m � 3 ; _ 1S LOT 6 _ r ' • - - LOT 75 LOT 76 INSET 0 20 40 60 SCALE: 1 `20' j DESIGNED BY: RU PROJECT: STONEFIELD BLOCK D2 SET REV. NO. i' - 5 EN I:I:RS FINAL SITE PLAN RVEYORS DRAWN BY: ra ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: PLANNERS TITLE: GRADING AND DRAINAGE PLAN DIHR BY: TES DMI SHEET NUMBER: Bit117 " " `""' '" •u m WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: %lew,.4.W11 11"NMO Pho•c. I1196i ,, a., 214075.02 407502GP-i.dw 9 CmL - H:N'20 TDA i 4� 14 1 0 of 33 0 1 8 1f RETAINING WALL Ins, OF m� nil �Now ` 1. 84 to 83011 I III 82 =ADDRESSED COUNTY COMMENTS ='ADDRESSED COUNTY COMMENTS ='ADDRESSED COUNTY COMMENTS T �� • I Es f 0 M0 _ ADDED SANI17ARY SEWER CONNECTION AND MANHOLE BC mwm=- pIr 66 65 64 63 69 68 67 71 70 I I I I Lull — IX — I — — — — — — IALGLEW-OOL s; DRIVE w-- w w w w w W (PRIVATE) W— L.-M IIIIIIIIIIIIIII0 �N6'I IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1 • = 20' 616%� 20' 0 20' owner: �T THE CHRISTOPHER COMPANIESS.P I i 10461 WHITE GRANITE DRIVE p Fes. OAKTON VA 22124 engineer: 30 SCALE, LLC J M L F. S 871 JUSTIN DRIVE Lic. No. 33028 PALMYRA, VA 22963 1 0/07/2020 SCALE P: 434.242.2866 �F f. e: mike@30scale.com E N G I N E E R I N G web: www.30scale.com 31 A 1. LETTER OF REVISION 3 TO SDP 2014-00070 10-7-2020 THE PURPOSE OF LETTER OF REVISION #3 IS TO ADD APPROXIMATELY 115-LF OF RETAINING WALL (MAX HEIGHT OF WALL=7.5') IN THE COMMON AREA BEHIND LOTS 8-11 TO ENSURE A MAXIMUM 2:1 SLOPE BEHIND THE LOTS. THE RETAINING WALL WILL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR AND NO CHANGES TO THE LANDSCAPE PLAN ARE PROPOSED. COUNTY APPROVAL RETAINING WALL NOTES 1. RETAINING WALL TO BE SEGMENTAL BLOCK RETAINING WALL. REFER TO SEPARATE BUILDING PERMIT APPLICATION FOR STRUCTURAL DESIGN. 2. RETAINING WALL BLOCK COLOR TO BE "JAMES RIVER" AS MANUFACTURED BY ALLIED EAGLE BAY PRODUCTS. NOTE THIS COLOR HAS BEEN USED ON THE ALREADY -BUILT RETAINING WALLS IN PHASE 1 AND WAS APPROVED BY THE ARCHITECTURAL REVIEW BOARD. 3. THE RETAINING WALL WILL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR. REFER TO TYPICAL SECTION ON SHEET C-29. 4. THE WALL WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. MAINTENANCE FOR THE RETAINING WALL HAS BEEN ESTABLISHED BY THE CODES COVENANTS AND RESTRICTIONS. W W Z Z J J r F 3 W 560 550 HYDRAULIC ROAD 540 ---- -- 2. 1 S( Op(, RETAINING WALL (NOT VISIBLE 530 FROM HYDRAULIC BLD ROAD) TYPICAL SECTION A' -A' 0 20 40 60 HORIZ. SCALE: 1•=20' 0 10 20 30 VERT. SCALE: 10=10' MN PLANNERS AvalelS TE {b1A JIIW RAO 1r'rn• Yirt% n�hep.\1:1Lq iTrF•nWk,V II "I,.nc J4110 M#/I Ph..n, 4N.961. NOTE: THIS SEAL IS ONLY FOR CERTIFICATION OF THE PROPOSED CHANGES AS SHOWN BY REVISION CLOUDS ON SHEETS C-10 AND C-29 OF THE SITE PLAN. PLEASE NOTE THE ORIGINAL SITE PLAN SDP 2014-00070 WAS PREPARED BY WW ASSOCIATES. DESIGNED RU :: PRo�SET REV. N0. ECT: STONEFI ELD BLOCK D2 FINAL SITE PLAN 5 DROWN BY: To ALBEMARLE COUNTY VIRGINIA DRAWING NUMBER: DIHR BY: TITLE: LANDSCAPE PLAN C-29 OMJ WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DA1L: SHEET NUMBER: 214075.02 407502LS—i.dwg CML V. N/A 0 11114114 29 of 33