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HomeMy WebLinkAboutWPO201800077 Plan - VSMP 2021-06-02OLD TRAIL VILLAGE -BLOCK 32 VIRGINIA STORMWATER MANAGEMENT (WPO) PLAN AMENDMENT SITE DATA: TAX MAP PARCEL: PARCELAREA: LIMITS OF DISTURBANCE: 055EO-01-00-000A2 MARCH MOUNTAIN PROPERTIES LLC 23.27 AC N/A ZONING: NEIGHBORHOOD MODEL DISTRICT (NMD) OVERLAY DISTRICT: N/A MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF BOUNDARY AND TOPOGRAPHY: BACKGROUND INFORMATION AND EXISTING CALCULATIONS SHOWN HEREIN WERE TAKEN FROM WP0201800077 AND SUB201800164 PLANS BY ROUDABUSH, GALE & ASSOCIATES, INC. AND APPROVED BY ALBEMARLE COUNTY ON 05/23/2019 AND 08/13/2019 RESPECTIVELY. WPO AMENDMENT SUMMARY: THIS AMENDMENT IS PROPOSED FOR THE CORRECTION OF CALCULATIONS FOR THE DEVELOPMENT WITHIN BLOCK 32 KNOWN AS THE SITE PLAN FOR LOTS 34-40 BY KIRK HUGHES & ASSOCIATES. THE ORIGINAL IMPERVIOUS FOOTPRINT HAS BEEN ALTERED AND SLIGHTLY INCREASED SINCE THE ORIGINAL APPROVAL OF WP0201800077. THE NEW FOOTPRINT HAS BEEN ACCOUNTED FOR IN THE UPDATED CALCULATIONS PROVIDED HEREIN AND SHALL SUPERCEDE THE APPROVED CALCULATIONS SHOWN ON WP0201800077 AND SUB201800164. WP0201800077 COUNTY OF ALBEMARLE, VIRGINIA 06/02/2021 LAUREL HILLS ' C R O Z E T Crozet Elementary 0 School CROSSING ORCHARD ACRES GRAYRO CKft ; W GRANT DSRANa WAYLAND PARK pa� N"c�Ro O Musictod aF� BARGAMIN PARK CrozetO® Starr Hi 1. 8f • �armananaR Re Hyland Group© �a" x REA `. p1n°inM"°'" 9 a P A R K S I D E qqq rma VILLAGE Claudius Crozet Park© J 4,4 �. Crozet Park $ '"•.xa ,r`°n &Pool eyard�Q PARK VIEW i ® The4dge at Old Trail Q B R O O K W O O D Old Trail Golf Club e# OLD TRAIL 'e m T � 'WHITE OAKS - Slebucwneni h'h SITE The summit U N T A I N LOCATION Apartment Homes ' S T FARMS \\� QCrozet-Meadows C pe V Piedmont Baptist Church w b g 5labto0t $ Hrpvvnsvilla �— Pro Re Nate Brewery) Willow ® E:�9-- AYaumber oroYancey Mills Cpration RS Western Albemade High School0 Gil FOREST GLEN BROWNSVILLE HEIGHTS VICINITY MAP 1"=1000' FOREST MOUNTAIN VIEW DEVELOPER: MARCH MOUNTAIN PROPERTIES LLC 1005 HEATHERCROFT CIRCLE SUITE 100 CROZET, VA 22932 CONTACT: DAVE BROCKMAN TELEPHONE: (702) 985-9088 EMAIL: DAVE@OLDTRAILVILLAGE.COM ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 EMAIL: CRAIG.KOTARSKI@TIMMONS.COM Sheet List Table Sheet Number Sheet Title C0.0 WPO AMENDMENT COVER C1.0 AMENDMENT TO APPROVED SHEET C1.1 AMENDMENT TO APPROVED SHEET C1.2 EXHIBIT'A' NUMBER OF SHEETS = 4 SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT: ENGINEERING w y O�ti O U G'RAIG W. J. KOTARSKI Lic. No. 0402048507 J°P17, 61212021 rt r•� N Z O i f H Z O a U U LU w 0 Z O lD w Q DATE 61212021 DRAWN BY 1. FOX DESIGNED BY 1. FOX CHECKED BY C. KOTARSKI SCALE N.A. M M U ED OJ 0 0o z �Qw >2 LU O W J C LU J Q Q ti m C:) a o J 00 Q o DC a 0 J 0 IOB NO. 47010 SHEET NO. C0.0 I STR-11A f I AM 0.60 IT, ,,Tc= 5.00 Min. I V� ! _ DA=0.19 Ac _ 4 3 C 0.85 � Tc 5.00 Min r r� r,✓�4r �._ ..6.: II a� \ j.� j i I.,`��ws. I .. d.2�A TI�-6G� aWON f ' - � Tc 5.00 Min 8TR-9A „`ink4~ . I DA= 0.90 Ac C= 0.70411 ti d� Tc= 5.00 Min; �iST JYtl.>; f ' . • '''. � , i' -1` j I I � � - � • - j ,i ''; `DA= 0.53 Ac. C t �r d. = 0.70 / j i ryryryDI tTc= 5.00� Min. }i�% jk..y'I-a. .4 C ST SA P DA= 0.06 Ac. I. = STR-OA /#-C0.70 Tc= 5.00 Min I JM i00 SIR-3A _14....-„:. DA= 0.05 Ac.--- _-Sf 7A%A - DA- 0.92 Ac. rr \ �`�', C- 0.85 / - Tc= 5.00 Min. ) C= 0.70 = IC5.00 Mina STR-1A .,' C= 0.150 _ `. _ , 15 R- s - IUD D0 �. _ Tc= 5.Min �1 �`� ® �, �� �I � A= 0.23 Ac, � A_ 0.85 0.07 Ac. I C= 0.80 !.. .•€Tc= 5.00 Min. ` f c= 5.00 Min _ 7{ - y r /f - 0. C= 0.85 *, �iI TR=11 B I 5Q Min •fi �! ; ` 1 Ir -OA= 0.87 Ac. ,Y y y !0.70 .1, r ti i ,.Tc= 5.00 Min. 0.48 Ac C= 0.60 . c 5.00 Min,,. =� BLOCK 32- PIPE COMPUTATIONS Pipe Downstream Upstream Length Diameter Material Downstream Upstream .Pipe Flow Slope j4LJ', Opacity Yelocky Downstream Upstream Node Node (k) (Tn) Invert(ft) Irwert(k) (cfs) (fps) HGL(k) HGL(R) (c�) ° DA= C= w� ✓ _''Tc- 0.27 Ac. 0.65 5.00 Mir DA= 0.36 Ac C= 0.70 ) Tc= 5.00 Min 1 fi ` STR -5.1 Ch DA= 0.10 Ac.-�, C= 0.65 Tc= 5.00 Min. . DA= 0.29 Ac. C= 0.70 -__-Tc 5.00 Minh DA= 0.24 Ac. C= 0.70 -Tc=5 00 Mir f .� i 'Ir■r i 0.48 Ac. 0.60 5.00 Mir STR-4C I DA= 0.24 Ac. mi_q .,. C= 0.65 vZ4c= 5.00 Mina- -- - TR-4.2C ' "DA= 0.30 Ac. C= 0.70 =Trc= 5.00 Mi �S-4 '1 A= 0.04 Ac. c= 0.70 Tc= 5.00 Min.j I 8B 0.19 Ac. 0.65 CA 1A 130,/S 24.00 HOPE 688.00 688./2 U.SS 15.UV 18.11 6.49 689.bu 590.11 `.•, d -...----' lA 2A 248.95 24.00 HOPE 688.82 690.19 0.55 15.41 18.18 6.51 69T47 69TS3 _�.�^' 2A 3A 190.98 24,00 HDPE 690.29 69134 0.55 1138 18.18 6.35 691.89 G92.65 `< a._ 3A 4A 104.8/ 24.00 HOPE 691.44 692-02 0.55 1129 18.18 6.35 693.04 693.48 4A SA 111.39 24.00 HOPE 692.12 692./3 0.55 13.16 18.17 6.33 693.72 694.19 IBLOCK 32- INLET COMPUTATIONS SA 5.1A 21.94 24.00 HOPE 692.83 692.95 0.55 12.83 18.18 6.30 694A3 694.49 Structure Inlet Throat O.A. RunaH ❑ischarge Intercepted Bypass Gutter Ponding Rainfall Intensity Local Depression Tc (min) curb Throat Type ID Type Length (k) (Acres) CoeE (cfs) Flaw (cfs) Flo-w (ch) Spread (k) Depth (inj (ln/hr) (in) 5.1A 6A 29.41 18.00 HOPE 693.45 693.61 0,55 1.57 5.19 1.28 694.8/ 694.88 1A NiH I. N/A N/A N/A N/A NIA N/A N(A N/A N/A N/A N/A N/A 2A DI-1 AA 2.5'x 2.5' D.76 0-60 5-00 2,30 2.16 014 4.42 259 438 GRATE 2.00 5.1A 7A 36.76 24.00 HOPE 693.05 69325 0.55 11.13 18,18 6.1.1 694,87 694,93 3A DI-ZA 2.20 3.05 0.85 S.DO 1)J'1 0.21 O.OD 1.18 1.80 449 GRATEGRADE2.00 7A RA 246.51 18,00 HOPE 693.35 694.71 0.55 7.53 8.44 4.2G 695.15 596.22 4A DI-ZA 2.20 0.06 0.85 5.00 0,26 0.2G 0.00 129 I.R3 435 GRATE GRADE 2,00 8A 9A 108.92 18.00 TOPE 694.91 695A1 0.55 7.69 8.44 4.35 696.31 696.81 SA DI-2A 2.20 0.07 0.85 5.00 0.30 0.30 0.on 137 1.85 4-62 GRATr GRADr 2.00 9A 10A 38.27 15.00 HOPE 695,66 695.87 0.55 3.59 5.19 293 696.92 b91.02 5.1A h4H1 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A IDA 11A 25.22 15,00 HDPE_ _ 695.97 6W.27 3.17 2.59 15.91 2.11 697,07 697,27 7A DI-2C 8.00 0.92 0.70 5,00 3.25 3.25 OAO 6.06 2.97 4-69 SAC 2.00 _ 8A MITI N/A 0.00 0.00 5.00 0.00 0.00 O.OU 0O0 U.Uo 4,88 N/A N/A OR 1B 19.51 36.00 HDPE E46..57 646.9D 2.05 24.C4 10147 12.17 649,90 645.92 9A DI-2C 8,00 0-90 0.70 5.30 3.18 3,18 0.03 7.58 3.34 497 SAG 200 1B 2B 68.68 36.00 HDPE G47.00 647.40 0.58 24.80 55.14 759 - 051.28 651.36 YJA D62A 2.20 0.19 O.RS S-DO 0.81. 081 O.OD 1.95 1.99 5.01 GRATE GRADE 2.00 2B 3B 25.25 36.00 HDPE 54/, SO 649.47 7.80 24.46 201.82 3.62 652.04 652.06 11_A DI-213 6.00 0-71 O.GO 5.00 LIS 2.09 0.0E 4.97 2.71 504 GRAZE -GRADE 200 3B 4B 77.63 36.00 IIDPE 54957 651.36 2.31 24.17 109./'2 3.54 652,18 E53.80 6A DI2A2.20 0,48 0.60 5.00 1.45 1.29 U.16 3.8/ 2.45 504 GRATEGRADE2,00 4R 5B 93.16 36.00 HOPE 651.46 66200 1131 18.50 243.02 2.64 653,86 663.73 in MHl N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 4B 4.113 25.01 36.00 HDPE 651.46 653.00 6.15 5.79 179.18 0.84 653.86 655.59 21S DI-213 6,00 D.12 065 5.00 0-39 0.39 O.DD 1.29 1-R3 4.36 GRATE GRADE 200 4.18 4.2R 40.99 24.00 HOPE 654.00 654_50 1.22 3.33 27.07 L06 655.60 65551 38 DI-2B 6,00 J.14 0.80 5.00 0.56 0,55 0.00 1.47 1.87 4.40 GRATEGRADE2.00 428 4.3B 2SA8 18.W H-)PF 655.00 65750 9.93 1.73 35.86 10.46 656.47 657.50 4B D1.2A 2.20 OA7 0.65 5.00 0.56 0.56 0.00 1.49 1.88 4.50 GRATEGRADE2,00 SB DI-28 4.00 0,18 0.65 5.00 0,59 0.59 0,00 1.62 1.91 4.67 CRATE -GRADE 2.00 Stl ES 11725 24.00 IIUPE 663.00 666.75 3.20 17.89 43.83 1328 664.60 667.36 6B DI 2C 6.W 0.26 0.65 5.00 0.89 0.89 0.00 1.97 1.99 4.70 SAG 2,00 6B 7B 16131 24.00 HOPE 666.75 674.90 5.05 14.13 55.09 14.72 668.35 675.85 7B DI-2A 2.20 030 0.65 5.00 1-34 1.00 0.04 2-63 2.15 4.75 GRA Ih-GRADE 2.00 7B 88 159.53 24.00 HDPE 675.n0 690.75 3.60 9.93 4653 11.81 676.60 681,97 dB DI ZA 2.20 0.27 0.65 5.00 0.97 0.94 0.03 2.40 2.10 4.81 GRATE -GRADE 2.130 88 9B 164,58 18.00 HDPE 681.25 684.55 2.01 6.45 loll 8,64 682.45 685.42 9B D12A 2.20 0.40 0.60 5.00 1.21 1.13 0.08 3.26 2.30 490 GRATEGRADE2.00 9B 10B 24.72 15.00 HDPE E84.80 685.00 0.21 5.14 6.29 4.23 685.80 685.95 'ion DI-2A 2.20 U23 0.80 5.00 0.93 0.92 O.Ul 1.97 199 4.93 GRATE GRADr 2.00 10B 11B 59.61 15.00 HOPE 685.10 687.00 3.19 4.04 12.49 3.30 686.10 G87.00 lie DI-2C 8,00 0.87 0.70 5.00 3.01 3.07 O.OU 7.86 2.93 >.04 SAG 2,00 86 AAB 24.56 15.00 HOPE 681.50 681.90 1.63 144 8.93 1.99 682.50 682,53 8.ie, DI 2A 2.20 0.24 0.70 500 0.85 0.84 0.01 2.11 2.03 4.99 GRAPE GRADE 2,00 8.13 8.2B 68.91 - LS U0 HDPE 682.00 686.91 7.13 1.4(1 18.IiS 8,94 683.23 E86.91 8.28 DI-2C 6.0 0 a29 0 -70 5.00 1.0 3 1.03 0 0 0 232 2.17 5.04 SAG 2.00 7B /,18 2521 15.00 HDPE 6/5,/S 676.30 U-99 3.1' 6.97 2.55 676.75 6/6.80 7_6 DI2A 2.20 0.20 0.80 S.DD O. R:I 0.77 0.03 2.77 2.12 5.00 GRATE GRADE 2.00 7-1B 2213 8424 1500 HDPE 6.76..10 678.00 226 120 10.51 6.77 677.29 675.00 7.28 DI-2C 6.00 0.46 0.70 5.00 1.63 1.63 0.00 4.24 2.54 5.04 GRATEGRADE2.00 5R 6.18 25.43 1500 HDPE 667.50 667.90 1.57 2.76 8.7R 6.33 668.50 668,54 6.18 DI-2A 2.20 0.13 0.80 5.00 0.52 0.52 0.00 1.76 1.94 4.98 GRATE-GRADr L00 6.13 6.20 85.99 15.00 HOPE 668.00 6/4.42 7.38 2.09 19.01 10.19 669.51 674.42 6.21 ❑12C 6.00 0.45 030 5.00 1.59 1.59 0.00 454 2.61 5.04 SAG 2,00 - TAB DI-2C 6.00 0.66 0.60 5.00 2.00 2.00 0.00 3.62 239 5.00 SAG 2.00 OC LC 101.89 24.00 HOPE 656.45 661.54 5.00 12.06 54.80 14.16 658.05 662.04 4.26 D12B 4.00 DAD 0-60 5.00 1.21 1.21 0.00 2-on 2.011 5.02 GRATE -GRADE 200 1C 2C 28.42 24.00 HDPE 661.64 662.62 3,43 12.08 45.39 12.36 E63.24 663.32 4_._3B_ DI-?B 4.00 0.41 0.65 5.00 1.34 1.34 _ 0.00 _ 232 _ _ 2.08 5,04 CRATEGRADE2.00 2C 2.1C 93.51. 24.00 HDPE 662.72 662-90 6.50 12.30 62.48 4.03 565.10 670.24 2AC 3C 45.55 24,00 HDPE 668.80 671.90 6.81 12.39 63.93 401 670.40 G73.00 1C MITT N/A NA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3C 4C 158.88 24.00 IIDPE 672.00 676.50 2.83 9.57 41.25 10.76 673.60 677.36 2C RANI N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 2C MH1 N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 8C 3.1C 52.89 18.00 HDPE 67250 674.75 4.26 2.04 23.17 B-15 673.70 674.75 3C D1-2A. 2.20 0.24 U.65 5.00 0.80 D.80 0.00 1.80 195 4.68 ON-GRADr 2DO 3.1C 1x 22.36 15.00 HDPF 675.03 678.00 1341 134 25,6.3 11.04 676,21 678,00 4C D1-2A 2.20 0.30 0.65 5.00 0.98 0.97 0.01 2.11 2.03 4.86 ONGRADE2,00 SC DI-2B 4.00 0.19 0.65 5.00 0 ED D.69 0.03 1.77 1.94 4.95 ON GRADr 2.00 4C 4.1C 50.57 18.00 HDPE 577.03 680.00 5.93 1.58 27.72 8.49 676.20 680.42 6C DI-2A 2.20 0.37 0.65 5.00 1.21 1.15 0.06 29/ 213 5,00 ON -GRADE 2,00 •L1C 4.2C 2258 15.00 HOPF. 680.25 582.01) 7.75 139 19.48 920 681,25 682.00 6.lC D1 2A 2 20 O.D6 0.70 5.00 0.21 221 0.00 1.16 S.SD 5.03 ON GRADE 200 6.2C DI-2C G.00 053 0-70 5.00 1.87 1.87 400 4.41 2.58 5.04 SAG 2DO 4C 5C 15739 24.00 IIDPE 676.50 68303 2.22 /.16 3055 9.03 678.10 680.37 5.1C DI2A6.00 0.36 0.70 5.00 1.27 L27 0.00 2.87 221 5.01 UN GRADE 2.00 5C 6C 105.25 18.00 HDPE 680. SO 685.75 4.99 4.13 25.42 10.58 681.70 685.98 i2C D1.2C 2.20 0.10 0.65 5.00 0.33 0.33 0.00 142 L8(i 5.04 SAG 200 5C S.2C 50.73 18.00 HDPF 6R5.DO 688.O3 3.72 2.74 13.50 8.62 68700 688.00 4.1C DI-2A 2.20 0.04 0.70 5.00 0.14 ❑.14 0.00 1-03 1.77 502 ONGRADE2U0 6C 6AC 5171 15.00 HDPE (189.10 590.00 8.39 2.46 20.27 11.18 689.15 690.00 4-2C DI 2C 6.00 0.30 0.70 5.00 1.06 1.06 0.00 228 2.07 5.04 SAG 2.00 6.1C 6.2C 22.64 15.00 HDPE 680. SO 68754 1198 2.10 42.39 12.46 681.70 688.28 1111 DI-2A 2.20 0.15 0.70 5.00 0.53 0,53 0,03 170 1.93 4.91 ON -GRADE 200 52C 5.1C 19A2 15.00 HDPE 687.79 688.00 1,14 0.43 7.47 331 689.79 688.79 3.2C DI-2A 2.20 0.33 0.70 5.00 1.16 1.09 O.07 3.14 227 SO4 ON GRADE 2A-D A �� DA= 0.24 Ac. C= 0.65 Tc= 5.00 Min 4..:.1q�'. TR-3.2C DA= 0.33 Ac C= 0.70 a '1 Tc= 5.00 Min ' DA- 0.15 Ac. - IC 0.70 IT ITTo,---- t 5.00 Min l DA= 0.45 Ac. 1 ',C= 0.70 , 1 I Ic 5.00 Min, Z 1 ) df i-- STRi 1 DA= 0.20 An. 7.2B 1C= 080 Tc=046 5.00 Min. 0.70 Ac. II $i 4- 5.00 Min. Ellin! jj , ,y TR-7Q a DA= 0 30 Ac. 5 C= 0.65 j Tc= 5.00 Min a'•;° !r R-4.� qqil�j_ DA= 0.32 Ac. 1 ., N `JC= 0.65 ATc 5.00 Min. - 0.60 I Tc= 5.00 Min. �1 1�. 4 IT. TR-4.1 B 1 DA= 0.66 Ac. C= 0.60 " Tc= = 5.00 Min. ( DA= a.13 Ac. j C= 0.80 1 d s Tc- 5.00 Min. ) 1 r[-UD IA 0.26 Ac. 0.65 •c= 5.00 Min ` 't1 0.18 Ac. 0.65 J I rC-atD 0.17 Ac C= 0.65 Tc= 5.00 Mir 01 rC-Lo DA- 0.19 Ac. C= 0.65 Tc= 5.00 Min. STR-1 B A= 0.14 Ac. ' C= a.8d �Tc= f5.00 Min. BLOCK 32- DOT SUMMARY Total Discharge Bypass Gutter pavement Equivalerrt Gutter Cross Ratio of Frontal Structure Inlet ID Drainage intensity, I Burp ff Discharge, Discharge, Carryover, Intercepted Flow, Qh Width,W CrossSlope, ,Gutter Cross Slope,5w '.. Flow to Total W/T Effcienry,E Name Area (ac) (in/hr) Coefficient, C U (c(s) '. Flow, qi (dsJ Slope,a I(ft qt (cis) Co {cfs) Ids) (k) j S. (k/k) [k/k} fc� Flaw, Eo Structure ID Rim Elevation SA 738.10 1A VDOT MH-1 0.00 S 04 N/A N,IA N/A N/A N/A N/A N/A N/A N/A N/A N/A N,/A N/A 2A 701.50 2A VDOT DI-IA(G,RATF 2.SX25>10') 0.76 SO4 0.60 2.30 2.30 TWO 2.16 0.14 2,00 0.02 D.OR 0.16 0.94 O.45 0.94 3A 709.92 3A VDOT D!-2A(COMB0-12-) 0.05 5.D4 0.85 0.21 0.21 0.00 0.21 O.W 2.00 U,02 0.08 0.17 1.00 1,70 1.00 4A 736.22 4A VDOT Di 2A(COMBO-12') 0.06 5.04 0.85 0.26 0.26 0.00 0.26 0.00 2.00 0.02 0.09 0.11 1.00 1.55 1.00 SA 701.92 5A VDOT D-2A(COMBO -2.2') 0.W 5.04 0.85 Tin 0.30 0.00 030 0.00 2.00 0.O2 0.08 0.17 1-00 1.46 1.30 SAA 730.00 S.1A VDOT MET 0. CIO 5.04 N,/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A /A 699.34 7A VDOT DI-2C(C0MB0-S') 0,92 504 0.70 3-25 3.25 0.00 3,25 0.00 2.00 0.02 0.09 0.02 0.00 0.33 Loo SA 703.38 8A VDOTMH-1 0.00 5.04 1100 0.00 O.DO 0,00 0.00 0.00 2.00 0.02 0.38 0.02 D.aD 0.00 O.DO 9A 702-19 9A VDOI DI 2C(COPfiBO 8'1 0.90 5.04 0./0 318 3.18 0.00 3.18 0.00 2.00 0.02 0.08 0.02 0.00 0.26 1.30 IDA 791.25 IDA b'DOTD.-2A(COMBO-2.1) ❑.19 5A4 0.85 D81 0.81 0.00 0.81 0.00 2.00 0.02 0.08 0.17 0.99 1.03 I= 11A 731.27 11A VDOl DI 2B (COMBO-6') 0.71 5.04 0.60 2.15 2.15 0.00 2.09 0.06 2.00 0.02 0.08 0.16 0.95 0.40 0.97 EA /UO.4/ 6A VDDT D'.-2A(COMS0-2.2') CAR 504 0-60 IAA 1.45 0.00 1,29 0.16 2.00 0.02 D.08 015 0.88 0.52 089 1B 65-1.30 in VDOI MTIL N/A N/A N/A 0,00 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 2B 65552 ZB VDDT DI-23(cofi18O-6') 0.19 6.64 0.65 0.39 0.39 0.00 0.39 0.00 2.00 0.02 0.08 0.17 1.00 1.55 1.00 3B 67 /.4/ 38 VDOT DI-2B (C0N180-6'J 0.14 6.64 0.80 D.56 0,56 0.00 0.56 D.OD 2.00 0.02 OOR 0.17 1.O0 136 1.00 4B 663.62 4B VDOT DI-2A (COMBO-12') 0,17 6.64 0.65 0.56 0..56 0.00 0,56 0.00 2.00 0.02 0.08 0.17 1.03 1.34 1.00 5B 66938 5B VDOT DI-28(C0MRO-4) 0.18 6,64 3.65 0-59 339 0.00 0.59 O.OD 2.00 1-02 0.08 0.17 1.03 1.24 L.DO GR 676- 12 63 VDOT DI-2B (COMBO-6') 0.26 E.64 MISS 0.85 0.85 0.00 0.89 0.00 2.00 0.02 0.08 0.17 1.00 1.02 LBO 7B 58143 73 VDOI DI ZA(COMBO-2.2') 0.30 6.64 OGS 0.98 1.01 0.03 1.W O.04 2.00 0.02 0.08 0.16 0.96 0.76 0.96 RR 689.26 SB VDOT DP2A(COMBO -2.2') 0.19 6.64 0.65 0.88 0.97 OATS 0.94 0.03 2.00 0.02 0.08 0.16 0.97 0.83 0.97 9B 691.54 93 VDOT DI-2A (COMBO-2-21) CAR 6.64 0.60 L21 1,21. 0.00 1.13 0.08 2.00 0.02 0.08 0.16 0.93 0.61 0.93 loll 69231 ifi3 VDOT DI-2A (COMBO-2.2') 0.23 6,64 0.90 0.9:3 0.93 0.00 0.92 0.01 200 D112 0.08 0.17 0.99 1.02 0.99 11B 694.03 113 VDOT D1-2C (COMBO -A') 0.87 6.64 0.70 3-07 3.07 0.00 3.07 0.00 2.00 0.02 0.08 0.02 0.00 0.34 1.30 813 69938 8.1tl LOOT OI-2A IC0MBO-2.2') 0.24 6.64 O./U 0.85 0.85 O.W 0.84 0.01 2.W 0.02 0.08 0.16 0.99 0.95 0.99 8.28 69141 8.26 VDOT DI 2C (COMBO 61 0,29 6.64 0.70 1.32 1.03 0.01 1.03 0.00 2.00 0.02 0.08 0.02 0.00 0.74 1.00 7AB 684-00 /.10 'VDOI A 2AIC0MBO-2.2') 0.20 6.64 0.80 0.81 0.81 0.00 0.77 0.03 2.00 0.02 0.08 0.16 0.96 0.72 0.96 7.2B 687.21 7.2B VDOT D'..-ZC (COMBO &1 0.46 6.v'4 0.70 1.62 1.63 0.01 1.63 0.00 2.W 0.22 0.08 0.02 0.30 0.47 1.00 6AB b/b.12 6AB VDOT DI-2A(COMB0-2.2') 0.13 6.64 0.80 0.52 0.52 0-GO 0_57 O.W 2.00 O.D2 0.08 0.17 LD0 1.13 1.00 6.2B 679,92 6.2B VDOT D'.-2C (COMBO-G') 0.45 6.64 0.70 159 '1.59 0.00 1.59 0.00 2,00 0.02 0.08 002 0.00 0.44 Lon 4AB 664.00 4.1B VDOT D'.-2C fCOMBO-611 0.66 6.64 0.60 200 2,00 0GO 200 0.n0 2.00 0.02 0.08 0.02 0.00 0.55 1.OD 4,23 664.00 4.20 VDU I DI 23(CUMe44'1 0.40 6.64 0.60 121 1.21 0.00 1.21 0.00 2.00 0.02 0.08 D.17 1.00 LOD 1.00 4.38 66635 4.3B VDOT DI-2B (C0MBO-41 0.32 6.64 0.65 1.34 1.34 0.00 1.34 0.00 2.00 U-02 0.08 0.17 1.00 U.86 Lao LC 678.97 1C VDOI MIT 1 N/A N/A N/A 000 0.00 0.00 0.00 0.00 N/A N/A N/A N/A N/A N/A N/A 2C 68329 2C VDOT MEI-1 N/A WA N/A 0.00 0.00 0.00 0.00 0.00 N/A N/A NIA N/A N/A N/A N/A 2.1C 679.14 2AC VDOT MH-1 N/A N/A N/A 0.00 0.00 0,00 O.W 0.00 N/A N/A N/A N/A N/A N/A N/A 3C 618.8/ 3C VDOr DI-2A(COMBO-2.2') 0.24 5.04 0.65 0.79 a. an 0.01 0.80 0.00 2.00 0.02 0.08 0.17 1.00 1.11 1.00 4C 685.98 4C VDOT DI-2A(COMBO-12') 0.30 5.04 0.65 0.98 0,98 O.00 0.97 O.OS 2.00 0.02 0.08 OAG 0.99 0.95 0.99 SC 69J32 SC VDOT DI-2B(COMBO-4') OA9 5.04 0.65 0.62 0.62 0,00 0.69 0.00 2.W 0.32 0.08 0,17 1_00 1,13 LDD bC 694.92 6C VDOT DI-2A (COMBO-2.2') 0.37 5.04 U-65 L21 '1.21. 0.00 1.15 0.06 2.00 0.32 0.08 0AG 0.94 0.67 0.95 6-ic 697-24 EAT: VDOI Di-2A(COMB0-2.2l 0.06 5.04 0.70 0.21 0.21 0.00 0.21 0.00 2.00 0,02 3.08 LTA/ LOU 1.72 1.00 6.2C 697.79 6.2C VDOT D1-2C (COMBO-6') 0.53 504 0.70 1.87 1.87 0.00 1.87 0.00 2.00 0.02 0.08 0.02 0.00 0.45 100 SAC 69361 S.1C VDOI DI-2A(COMB0-2.2') 0.36 5.04 0.70 L27 1.27 0.00 1.27 0.00 2.W 0.U2 0.08 002 U.OU 0.70 1.00 S.2C 593.63 5.2C VDOT DI-2C(C0MB0-6') 0.10 5.04 3-65 0.33 0.33 0.00 0.33 0.00 ).00 D.02 0.08 0.17 1.00 1.41. :1.00 4.1C 69U.02 4AC VDOT D-2A(COMBO-12') 0.04 5.04 0.70 0.14 0.11 0.00 0.14 0.00 2,00 0.02 Ong 0.17 1.00 194 LOD 4.2C 69U.02 4.2C VDOT DI-2C(C0MB0-6') 030 5.04 030 1-06 1.D6 GAD L06 0.00 2.00 002 D.08 0.02 0.00 fi.88 1.00 3.1C 682.30 31C VDOT D'-2A(COMBO -Z-2.1 0.15 504 Tin 0.53 0.53 0.00 0.53 0.00 2.00 0.02 0.08 0.17 1.00 1.18 LOB 3.2C 68252 3.2C VDOT D-2A(C0MBO-22') ❑.33 5.04 0.70 1.16 1.16 000 1.09 O.U/ 2.00 0.02 0.08 0.16 0.93 0.64 0.94 'a 0 U a n U n = Q N Q W _N 2 Q0 z 0 U �I >° O W W Z JJ OV a? W W Oy r 4 -4 a C w t8 xa =to cc ° 0� N ❑ 't r F� W i O V W : it w Q u ¢ Q LL d W y LU In -^ lk °N 1= o W W Ili 2 z W ° O EL REVISIONS COUNTY COMMENTS December 21, 2018 ACSA/0OUN7Y COMMENTS March 4, 2019 March 18, 2019 March 25, 2019 COUNTY COMMENTS May 23, 2019 CONTOURS 2 FOOT DATE September 10, 2018 SCALE T=50' TH Ojir pf�Q Jimmy L Taggart Uc. No' 07-09-19?� fSS2ONAL f�G V) Z C) W a Q(� z p -I a qt J J N > c�� J C� J > Y z J<U0 (D O W 06 rr _j ' mJ C) P M Q Q Q Q W J m � p Q a Z Q FILE NUMBER 8053 SHEET 14 OF 37 NEW LOT 37 3 wIL Of R PORCH 3' WALK R (n POCKET PARKA �=684.71' J S2 sa4.2r 68a.zr �. J 6.4$ 682.38' Z Y 150 3 CURB AND GUTTER m a 677.50' (EXISTING) CURB AND GUTTER •� (�1 SIDEWALK ELEVATION VIEW I / M_ LOT 29 LOT 30 LOT 31 LOT 32 LOT 33 / A .22AC / r 62- / w a 1 / / / / / / / / / / / o Cc / pD 03 O co 1 / V 1 TM- RGA 6B 1 � EX. CG6 /,I EX. CG6 BICKNELL STREET 055EO-01-32-000DO PO E-2 - / 30' PRIVATE RIGHT-OF-WAY MARCH MOUNTAIN PROPERTIES, L.L.C. \ s PVC ) D.B. 5386, PG. 251, 255 (PLAT) D.B. 5386, PG. 251, 255 (PLAT) PVG SAN-AB1\ 6" PVC 3. \ RGA- 0 ^L P. ) ti .. .. I .. 1 EX. CG6 I �/ \ \ \ I /ODA IX. CG6 I p R1GA I 6l�HIP 0.19 680.57 1 681. 681.29 \ 681.66 .9 682.11 682.19 682.38 682.5 B8 682.84 2. 2 682.96 .9 683.00 662.97 2.95 682.91 .7 682.84 8 682.49 ° 18.4✓ ' p\ 18. 0' P ...- 2d.08... , . ° . . \ ° . 23.08 8.Q0' ° 23,b8pg� , .V 1B MIN - ' °.. Q P° ° a�J161 i.LIP.ms 1 ® ® ®I ®® ® I® ® ® ® e0 3:m y \ ... ° � FACE OF BLDG \ I - X® I p P ° 1 (n 1 I �® 17.33' g 18.00 ® 5 \ 17.33' ® I \ I 17.33' g 17.33' ® i I ® •'PLbE OF BLDG g @o�.�a 17.33' ® ' 1 I 6' PROPOSED RESIDENCE I I I PROPOSED RESIDENCE PROPOSED RESIDENCE PROPOSED RESIDENCE PROPOSED RESIDENCE PROPOSED RESIDENCE I PROPOSED RESIDENCE PROPOSED RESIDENCE FFE = 682.79' FFE = 683.46' FFE = 684.13' I FFE = 684.71' FFE = 685.38' FFE = 685.35' PROPOSED RESIDENCE FIFE = 684.68' I FFE = 684.71' I I FFE = 685.35' I I N NEW LOT 34 \ \ NEW LOT 35 NEW LOT 36 I I 2,188 S.F. Z \ 1,494 S.F. z I Z I NEW LOT S.F. NEW LOT 38 _ z NEW LOT 39 _ _ Z I NEW LOT 40 co NEW LOT 93 ;� NEW LOT 94 I I 1 � � 1,916 S.F. I `n 1,916 co '� - '� (0.050 AC.) q 'O: 34 AC.) q (0.044 AC.) o I o 1,494 S.F. q 1,916 S.F. I - 1 "16 S.F. q-L494-S•F-. Q 3,114 S.F. I \ w o o I o I w (0.044 AC.) 0 0.034 AC. 0 0.044 AC. o w 6-- o (0.071 AC.) I/ o \ o }� o o ( ) c ( ) iA o I (0.044 AC.) o (0.034 AC.) ct / I o \ o �I S o 0 oI o I� S o - I/ a \ a I a a I a a a / m \ m m I m m m I m m °° \\ °° I °° I w w I S I W W � v /J 18.00. � 5' SBL -o -- 80D-- . F- . 18.00, Ti 7./ - - - - - -IEMS / Ln / I \ \ 5 SBL °\ 5' SBL 17.40'- - - -18-00' ..- -.-. flay.-.-.-. -. - 1!3 - - -8�EEI' - - - - - -2 8 - 8 •-•-•-• - - �8.08 - -•- CID° .. '° p pP ° PO P' ° e' °.' � °' °. w .° e ° PROP08ED 5 WALK AS PER RGA . .. Pa. `.. ° .. a ,_P° _ - -p- °�1 PPROPAD 51 WALK 'A5°PER,RGA PCAIf� � .°� a °. . .°�' 'a s\.. a.°' i wt n n w�. n w� cw� n n w w� w� xt xt \ xt n xt /x� n n w: w: EX. WATERLINE QP / I , POCKET PARK "A" / \ TMP 055E0-01-32-00060 CID _ \ \ \MARCH MOUNTAIN PROPERTIES, L.L.C. RGA- E D.B. 5386, PG. 251, 255 (PLAT) \\ (OPEN SPACE USE) -j� // / ■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■Iwo■■■■■■■■■■■■■■■■■■ :1 ■��■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■3�t�ltl�c�.11■11■■■■■■■■■■®®33�■■■■■■■■■■■■■■■■■ .:1 SAN-AB RGA- H � SAN-AB a RGA- G 2" VDOT SM-9.5 PAVEMENT SLOPE (see Sheet 2.10 Detail for additional infomation.) /-4" VDOT #218 COMPACTED BASESTONE COMPACTED SUBGRAOE CBR=10 TO BE FIELD VERIFIED PAVEMENT DRIVEWAY DETAIL NO SCALE m KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (804) 296-6942 O z STM- LLJ c\j -SD�SD-SD 3C Q w2C) Z J U)(Q QJ=mow J °I J C\ 2 Lij Q cn co U) Q pcnw p U) W 3a J W O Q '� SAN-AB L J :�E RGA- F a Ric O Q = m = m a M )S:\ W m - I [•Y:x1f•I.". _ �, [:I:bfcfl [TXfl111 PROPOSEDRESIDENCE TYPICAL GARAGE AND DRIVEWAY CONSTRUCTION DETAIL SCALE:1" =10' NOT FOR CONSTRUCTION FILE NO.: 2020-244 DWG. NO.: C:\UDMSURVEYSIOLD TRAIUBLOCK 32\ LOT 34-401SITE-PLAMOTTH 32 LOTS 34-40-02.DWG VIRGINIA GRID NORTH SOUTH ZONE (NAD '83) DATE: JANUARY5,2021 REVISED: APRIL 1, 2021 SCALE: HORIZONTAL: 1" =10' CONTOUR INTERVAL=1' SHEET TITLE: LOTS 34-40 SITE PLAN SHEET NO.: 2.10