The URL can be used to link to this page

Home My WebLink AboutSDP201400070 Letter of Revision 3 2020-10-08County 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. 434.242.2866 mike@30scale.com 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:1V 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, Mich yers, P.E., CFM i enclosures Cc: Mr. Randy Steck 30 Scale, LLC 871 Justin Drive, Palmyra, VA 22963 Ph. 434.242.2866 mike@30scale.com 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, FM enclosures Cc: Mr. Randy Steck r�0 o 1 ` PWR TRANS- "NO O IJ THRU TRAFFIC" O cot""! at, yu nwu 1 -°ry am �� 'm 0xu 5y6 J r 536 a,,,- «W - PWR - .531- --q A� 15 34•QO / 524 RM MH Bw -' - 4-1$ P� PWR / 'l / 986 PG 70- VAULT // �1 / / 1 2 `-� --- - - _ �� / / BF=520.10' 13 1� ` FF=530.10' - BW BF=519.43' BF-518.76- - 4 Alp1BG•(`E MT / FF-529.43' FF-528.78' 1 1 - \ FF-518.09' BF-517.4 17 18 940 PC 2 FF=528.09' FF-527.42' BF-551 .78'-9F�S15. 'p RETAINING WALL F-520.89' 19.43' 18.19' FF-526.48" FF-525.81' BF 51514' --20 r _ MAX HT = 7.5' 2 ' ��'/ / FF�53b:89' 20.22' - „ 18.76' 1& T7.4 I I l 1i-684.44� 81"W 0 A-0 SEE INSET FOR DETAIL % / - 16.75' _0MM. / E ,1 5' •. 15.8115.14' HUI LHOX /10- - /^o- F-520.22' 4r 18.82' _ 14.4 ' 13.80' - ; / =530.22' 1 I ,��, 19.55" 17.47 I s. 7 UN 15.19' ! W W -IS.14 14.53 13 COMM. / . TC w W- �` 14.47'83.1 ' . VAULT / 6 W 13 .17 .1 5 / / J 920.22' 19.1 3' T TC END OF WALL ,�k• WALL FILL / �30.22" 19.55 ly WITHi�'R@d 19.15' TC /•/ w YD - - �a ,L%Y 19.01' •'�(L 4.84 a�hN . EX VEPCO ESMT / Tc '� 85 TC DB 418 PG 578 / 18.99' TO TW o t5.16' .25' DB 986 PG 70 / / BF 19.55' TC C 14.a9' Wit ' I h� FFr529.550 18 17.88' 1Cb 17.58' -Wx W&L 13A3 /7 / t 11.12 TC h \ s HEIGHT=2.0. 12a 'jb ' 3 TC ' �17.30' v 84 12.7t' x 12.03'FF-512. BF/7 - 13.98' FF=514.83' 1 .SS 18.77• � 14.1 B' 12.83• ,�I, 3 1 1.3T 18.88' TC CHMARK 39 19.02'_ 16.59' D WALL 12" ROOF 99 - 187 - 17.a5' DRAT ER I ATION=534.01 W 30 5 1-- 'S- +OD 1 13.49' 83 a. ? 11-36'FF=512.03' EX VARIABLE WIDTH I TC END OF WALL 51 � 6 13.16' 1 _ POWER ESMT L - 14.29' 12.80 3 -5 4 12.16' %a toss' CRAINOLEADER DB 4160 PG 199 I F 13.80' t3.oa' tt.te' _ / 12.53 10.59' TIC • / b / I DOF W 15.53' 14.88' I 88 8 _ 12.49' 82 11.10' t 10.69' FF=51 1.36. _ 19.0 ' �.� .27' 16.20 - / � 4j/\ 16.87' - FF=513.16' [ _ 1069'- •5 .87 MAX WALL 12.42' 11.16'-'; 3 9.96' COMMONWEALTH DR.' / / 18.56' HEIGKr-=2.0 77 78 79 80 10.38' "NEXT SIGNAL" 1 J T75 -76 / =515.53' FF=514.53' ' _ 9.89' FF-516.87' FF-516.20'11.49 89 FF-517.54' 010.02'F188 �tB., T3o' 4' 125!519�5' 168' $FlL RRA FF-512t8' 6'x4' ILTERRA I 10.02' 29.35 TO J 1 35' 10.16' Lp 9 3 I / 17.94' 13.53' 12.53' - - - J 1 14.87' 14.20' . 18.44' 15 54' 9.79 : 8.05 508 16.54' 17.92' 3 I / 18.01' J'. 4.20'13.52 13.44'12.72' 12.64' $AN t 91 ,) Stu-"gw- (6.37 18.68' �TA ,MH6LID OUT' SAN SAN _ � - _ �, ~ 77 CURB TYP69 �- W 12.2� •44' 10.69' ! io.os 3 .2s' 2' 7t 7. 6.90' s a 4 W 28.r28 ro 14.47' 14.39' Oj� 12.98' 12.12' 11.37' h 1 / 2 ' f 17.70' 'p�.. T5 22 15.1 S' 13.84' 12.88' rn 25.78' 18.01 • K W BF 518.68' • • .. , Q Q / 28,68' / - 8.99' 8.32' 8.82' v6.09' 17.75' / 12.88' 12.21 / 11.54 ,� 9.99' 7.85' 6.OB' U 14.55' 13.88' 4j N N 1 2 18.22' 15.55 13.71' / gg�� g�- Q 0] 1 21.18 h 66 GFF-sb8.49' - -$4 _ FF&99 to m 1 17.7s' L I. N 51 51 FF=s09.66' - 4 o o I a�7i . 2 I I 72 71 FF �03.55 FF-51288' FF-512.21 ( FF-510.88' 12" RO g FF-508.32' FF-507.40 I 24.41 19.6a' I I 73 FF=51522' FF=slays ROTATE MH I I RAIN ROOF D IN COLLECT j t I 74 FT=s s zz' PIPES T BE INSTALLID tkla / I V f FF/-S 36' FF=516.89' LID OUT 39 64" 3 ROTATE MH / OF CURB yO� LEADER l�vYpROAD ACCESS EASEMENT v q PWR ` / 18.05' LID OUT r O M7�RK Posr I VAULT 97 1 S.os' OF CURB / y= M C9 \ / .7� 'BF=s19. \ 18.68' I (TYP) / - - --/ - - - FF 529.35' , O 11 22.20' 79• 7. S - � - 9.89' 7.8p.• . 5. .: �4.91"� 4.fi0: .. 3. ' _ o BIN ' l - - - - 505_EU6t�=-- ioff"2- a /Ll JIL - 44.27L _ ..-. •5� - l� PWR PWR -- �. •:-: � - -- it) 8W_ WITCr ._' _ ( I 'VAULT - I cA U GU ew IN9LEWi20D sTO, \ - - DRIVERETE - 21.4e' 6 � 1W w W W W I W W I W PRIVATE a. m 04 N_ g -RETw WALL _ eo DRIVE WITH GUARDRAILp/ / - i 3 W W EIGHT- 7.9' `" '-- i FNTE: o STORM INLET I I I EX 15' POWER ESI/RMWATER PIPES AND STRUCTURES STORM _DB 4160 PG 199 LL BE PRIVATE AND MAINTAINED Ex-69 EX 20' ACSAE, COVENANTS AND RESTRICTIONS. WATER EASEMENT 1 1 ADDRESSED COUNTY COMMENTS RU 4/17/15 TH of 2 ADDRESSED COUNTY COMMENTS RU 5/12/15 - Lf 3 ADDRESSED COUNTY COMMENTS RU W 8 5 15 / / .y, IF THIS DRAWING 15 A REDUCTION 4 SIGNATURE SET RU 6/22/15 GRAPHIC SCALE MUST BE USED 5 REVISED GRADING BEHIND UNITS 1-40. LOR /1 04 ADDED SANITARY SEWER CONNECTION AND MANHOLE BC RU 9/10/15 'po SCALE: 120' " = NO. SHEET REVISION BY DATE N0. SHEET REVISION BY DATF SS3ONAL 1 G 20' 0 20' ri owner: THE CHRISTOPHER COMPANIES 10461 WHITE GRANITE DRIVE OAKTON VA 22124 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE SCALE PA 34.24 VA22963 IU/U//LULU p: 434.242.2866 e: mike@30scale.com s G� E N G IEM N E E R I N G web: www.30scale.com S70NAL Er LETTER OF REVISION 3 TO SDP 2014-00070 10-7-2020 THE PURPOSE OF LETTER OF REVISION 1#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 I 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. 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. / O aO / O 0 I ❑ +541.8g RK 35 0 </'c ; 290 / LOT 12 / //I ---- I L �o 540 z aW / \ 2 3) 0 539 58 / O ,� Q J� S2 S[OpE MAX �a 32 O Q 836 ti 33'H / W O QJ t JMM 88. T / O 4 ,n� ` / Z ALIT / 06� ✓ ?g3 ,�� l BW, �• l C � 31 0/ p1 gge AY PROP 53 T y l O y INC` h RFTATNII 11S./F v 4i n Nu (MgyHr`"S2 / EyST / DRA/N oI f coIV q 535 92 `29 34.87 T / SRAINA6t / EA I l 4� 6 GI, dhoti Q j Ns 53 19 2S- LOT 6 ' e LOT 75 LOT 76 ALTH DR. " - - - INSET 0 20 40 60 SCALE: 1 `20' DESIGNED BY. RU PROJECT: STONEFIELD BLOCK D2 SET REV. NO. r- 5 EN E R5 FINAL SITE PLAN RVEYORS DRAWN BY: Tc - ALBEMARLE- COUNTY, VIRGINIA DRAWING NUMBER: PLANNERS TITLE: GRADING AND DRAINAGE PLAN C - 10 DIHR BY. TES nor - SHEET NUMBER: m44t�v JON =l sy-Rn ,p VAxwx cti.4w..„��. �.,�� - WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: M66W Ph.. 4i4.wu. 407502-GP-l.dwg CML H: i+20'214075.02 lV:NAA rDATF�4H 1114114 10 of 33 RETAINING WALL • �' I EXISTING WATERLINE EASEMENT 39 r ma W Pj ,�g '•. RE f =ADDRESSED COUNTY COMMENTS =ADDRESSED COUNTY COMMENTS=ADDRESSED COUNTY COMMENTS m®�■ 0 �� _■ - ADDED SANITARY SEWER CONNECTION AND MANHOLE BC 0011MV1111111- - a • a• • • • a. i _--■ 76 I 75 0 77 1 78 mm!!= 73 72 71 ,►01 F Im :�• W `01 WIN 79 — W — — W 1 fm m. 82 81 SIGHT DISTNACE EASEMENT (TYP)1 V. •ram—{— II 69 68 I I I I 67 m 19 I3 3 A9 W 20 64 8 86 91 ff— I I owner: LT 0 THE CHRISTOPHER COMPANIES �y�F P j 10461 WHITE GRANITE DRIVE yam. OAKTON VA 22124 engineer: 30 SCALE, LLC J MI L F. S 871 JUSTIN DRIVE I.ic. No. 33025 PALMYRA, VA 22963 1 0/07/2020 v SCALE rrike@30scale.com e: mike@30scale.com ` E N G I N E E R I N G web:www.30scale.com ,S'ON'AL Y~` LETTER OF REVISION 3 TO SDP 2014-00070 10-7-2020 THE PURPOSE OF LETTER OF REVISION k3 IS TO ADD APPROXIMATELY 115-LF OF RETAINING WALL (MAX HEIGHT OF WALL=75) 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 yJ J 0. i 560 F m 550 HYDRAULIC ROAD 540------� -- 2. I S� O'OF RETAINING WALL (NOT VISIBLE gLD 530 FROM HYDRAULIC ROAD) TYPICAL SECTION A' -A' 0 20 40 6C HORIZ. SCALE: 1'=20' 0 10 20 30 VERT. SCALE: 1'=10' 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. Tx of p •' N :I- S&IONAL ECG IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: 1' = 20' 20' 0 20 _ —' GINBERs SLIRVEYORS PLANNERS SSOC TE PO TY,x 11 W 'w .,.. .. n I,n M.yp.MaVl: (TyF,•e�..Ik.Y.�� gym` ;;,',',.,, " , . DESIGNEDBY:SET PROJECT: STONEFIELD BLOCK D2 FINAL SITE PLAN ALBEMARLE COUNTY VIRGINIA REV. No. 5 DRAWN BY. To DRAWING NUMBER: C-29 TITLE: LANDSCAPE PLAN DIHR BY: OMJ SHEET NUMBER: 29 of 33 WWA NUMBER: 214075.02 FILE NAME: 407502LS—I dw g DISCIPLINE: CML SCALE: '= V. N/ 20 DAIt: 11114114