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HomeMy WebLinkAboutWPO202100007 Plan - VSMP 2022-10-07GENERAL NOTES TMP 04600-oo-oo-oigB8 OWNERS: CROCKETT CORPORATION C/O HAUGH & HELVIN 435 PARK ST CHARLOTTESVILLE, VA 22901 TMP 04600-o-oo-oigB9 BROOKHILL MASTER ASSOCIATION INC 455 SECOND ST SUITE 201 CHARLOTTESVILLE, VA 22902 DEVELOPER: RIVERBEND DEVELOPMENT, INC. 455 SECOND STREET SE, SUITE 400 CHARLOTTESVILLE, VA 22903 ENGINEER: COLLINS ENGINEERING zoo GARRETT ST, SUITE K CHARLOTTESVILLE, VA 22902 TAX MAP: 04600-oo-oo-oi9B8 D.B. 5346, PG. 256 ii9.69 ACRES (PORTION OF) 04600-oo-oo-oigbg D.B. 5512, PG. 303 50.72 ACRES (PORTION OF) ZONING: NEIGHBORHOOD MODEL DEVELOPMENT DISTRICT (ZMA2018000ii WITH PROFFERS - APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019) THE CODE OF DEVELOPMENT AND AND APPLICATION PLAN FROM ZMA201500007 ARE STILL VALID AND STILL APPLY TO THE BROOKHILL PROJECT, WHICH INCLUDES THE APPROVAL OF VARIATIONS #4 & #5, APPROVED ON MAY 20, 2022. ENTRANCE CORRIDOR OVERLAY (EC), AIRPORT IMPACT OVERLAY (AIA), MANAGED AND PRESERVED SLOPES OVERLAY DISTRICT, AND FLOOD HAZARD OVERLAY (FH) ZONING DISTRICT. NOTE: A SPECIAL USE PERMIT APPLICATION (SP201500025) WAS APPROVED TO ALLOW THE GRADING ACTIVITIES IN THE FLOOD HAZARD OVERLAY DISTRICT (FH). THE SO WAS APPROVED ON NOVEMBER 9, 2o16 BY BOS WITH CONDITIONS. TOTAL PROJECT AREA: 04600-oo-oo-oi9B8- iig.69 AC. (PORTION OF) BLOCK 16 -13.84 AC BLOCK 17 -1&15 AC TOTAL = 29.99 AC PROPOSED USE: 134 TOTAL DWELLING UNITS (53 SINGLE-FAMILY DETACHED UNITS, 28 SINGLE-FAMILYATTACHED VILLA UNITS, & 53 TOWNHOUSE UNITS) ALLOWABLE DENSITY: BLOCK 16: ig UNITS (MIN.) TO 58 UNITS (MAX.) BLOCK 17: 31 UNITS (MIN.) TO 94 UNITS (MAX.) PROPOSED DENSITY: BLOCK 16: 57 UNITS BLOCK 17: 77 UNITS REQUIRED SPACE: B16 Bi] TOTAL BLOCK 16 & 17 GREEN SPACE REQUIRED: 10.4 ACRES OPEN SPACE PROVIDED: Bz6 Bz7 TOTAL BLOCK 16& 17 GREEN SPACE PROVIDED: zo.6ACRES BUILDING HEIGHTS: NO MINIMUM HEIGHT REQUIREMENT. MAXIMUM - 3 STORIES / 4o FEET SETBACKS: NEIGHBORHOOD DENSITY RESIDENTIAL - BLOCK 5 TO BLOCK ig FRONT SETBACK: 8' MIN. & 25' MAX. PORCH SETBACK: 5' MIN & 25' MAX. SIDE SETBACK: 5' MIN & NO MAX. SIDE, CORNER LOT SETBACK: 5' MIN. & NO MAX. REAR SETBACK: io' MIN. & NO MAX. GARAGE SETBACKS: 18' MIN. SUBDIVISION STREETS: CURB & GUTTER WATERSHED: SOUTH FORK RIVANNA RIVER AGRICULTURAL/FORESTAL DISTRICT: NONE TOPOGRAPHY & SURVEY: TOPOGRAPHY WAS COMPILED FROM SURVEY BY LINCOLN SURVEYING AND BELL LAND SURVEYS, JANUARY 2015. BOUNDARY INFORMATION WAS COMPILED BY LINCOLN SURVEYING ON MARCH 7, 2015. FIELD VERIFIED BY COLLINS ENGINEERING IN SEPTEMBER OF 2020. DATUM: NAVD 1988 EXISTING VEGETATION: MOSTLY WOODED. PRESERVED/MANAGED SLOPES: PRESERVED AND MANAGED STEEP SLOPES ARE SHOWN WITHIN THE LIMITS OF THE PROPERTY. SEE EXISTING CONDITIONS SHEET FOR LOCATIONS. LIGHTING: NO LIGHTING IS PROPOSED. PHASING: THESE BLOCKS SHALL BE DEVELOPED EITHER AS ONE (i) PHASE OR A TOTAL OF (2) SEPARATE PHASES. RECREATION: TRAIL CONNECTION TO THE GREENWAY TRAILS PARKING: PARKING REQUIRED: TWO (2) OFF-STREET PARKING SPACES FOR EACH DWELLING UNIT ONE (i) ON -STREET PARKING SPACE PER EVERY 4 TOWNHOUSE UNITS = 81 ATTACHED UNITS 14 = 20.25 SPACES REQUIRED PARKING PROVIDED: TWO (2) OFF-STREET PARKING SPACES PROVIDED FOR EACH DWELLING UNIT TWENTY ONE (21) ON -STREET PARKING SPACES PROVIDED ALONG ROADWAYS BUILDING SITES: EACH LOT CONTAINSA BUILDING SITE THAT COMPLIES WITH THE REQUIREMENTS OF SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THESE (3) BLOCK AREAS. FLOODPLAIN: THERE IS A FLOODPLAIN LOCATED ON THIS SITE. FEMA MAP ID 51003CO28oD DATED FEBRUARY 4, 2005. IN ADDITION, A DAM BREACH INUNDATION ZONE EXISTS ON THE PROPERTY FOR THE SOUTH RIVANNA DAM, WHICH IS A FEDERAL DAM LOCATED UPSTREAM OF THE PROPERTY. LANDSCAPING: A LANDSCAPING PLAN WILL BE PROVIDED WITH THE FINAL SITE PLAN IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. STREET TREES ARE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 5o' ALONG THE ROADWAYS. LANDAREAS: OPEN SPACE: io.6o ACRES(3534%) LOTS: 12.93 ACRES (43.11%) ROW DEDICATION: 7.61 ACRES (25.38%) PROPOSED IMPERVIOUS AREAS: ROADS & SIDEWALKS: 245,725 sf BUILDINGS, WALKWAYS & PATIOS I DECKS: 176,690 sf DRIVEWAYS: 45,600 sf TOTAL IMPERVIOUS AREAS: 468,o15sf (1o.74ac.) RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PROJECT. SEE GRADING & DRAINAGE PLAN FOR WALL LOCATIONS. TRASH: EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. UTILITIES: ALBEMARLE COUNTY WATER & SEWER AFFORDABLE HOUSING: AFFORDABLE HOUSING TO BE PROVIDED IN ACCORDANCE WITH THE APPROVED BROOKHILL PROFFERS. SEE SHEET lA. TOTAL PROPOSED UNITS: 135 TOTAL PROPOSED AFFORDABLE UNITS: 20 UNITS OR CASH IN -LIEU OF AFFORDABLE UNITS NOTE: LOCATION OF AFFORDABLE UNITS TO BE DETERMINED WITH THE FINAL SITE PLAN OR CASH IN -LIEU OPTION. CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z.B ACRES i.;ACRES o.o ACRES aACRES o ACRES .B ACRES o.z ACRES ACRES CIVIC/PARK GREENWAY OPEN SPACE BUFFERS TOTAL GREEN SPACE o z. ACRES z.z ACRES za ACRES .6 ACRES 0 0. ACRES .o ACRES o.z ACRES 6.o ACRES VICINITY MAP: SCALE: 1" = 20 BROOKHILL = BLOCKS 16 & 17 A BLV°I VSMP PLAN - AMENDMENT #1 ory SITE Q (WPO 202100007) RIVANNA MAGISTERIAL DISTRICT POLOGROUNDSRpq ALBEMARLE COUNTY, VIRGINIA 0 PROJECT BOUNDARY II \� / ®'_._: ! ' ` I OPEN \ FUTURE ROAD EXTENSION �® 1 SPACE (UNDER DIFFERENT SET OF PLANS) LOT 1 ( / i / SLOT 0 r / / LOT T/ 0 000 1 O l,:-a �// LOT iog J' Y' I � � LOT OPEN Lvs LOT yJ"'"""...,\\\ ® i LOT LOT LOT :g ---------------- I ✓' I � 30' NATURAL BUFFER ALONG PROPERTY's PERIMETER ./ ROJECT BOUNDARY-- _../ 1 i NOTES: 1. HALSEY AVENUE WILL BE DESIGNED TO THE "FIGURE g: CONNECTOR ROAD - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. 2. SABLEWOOD DRIVE, LACONIA LANE, MARCELLA STREET, AND MARCELLA COURT WILL BE DESIGNED TO THE "NEIGHBORHOOD STREETS - PUBLIC VDOT ROADS" CROSS-SECTION AND STANDARDS SPECIFIED IN SECTION 2.8 OF THE ZMA202500007 CODE OF DEVELOPMENT. SHEET LAYOUT SCALE: 1" = 100' APPROVED by the Albemarle County CommunL' ReOvgl?,m0ent2Department Date 00 // �// FIT, WP - amendment 1 VSMP AMENDMENT #1 1. ADDITION OF (2) RETAINING WALLS SHOWN ON GRADING AND DRAINAGE SHEETS 22 & 23. 2. ADDITION OF A ROOF DRAIN SYSTEM FOR THE REAR YARDS OF THE SFD UNITS ADJACENTTO THE ADDITIONAL (2) WALLS. 3. DESIGN CALCULATIONS FOR THE ADDITIONAL (2) ROOF DRAIN SYSTEMS, SHOWN ON SHEET 24. 4. UPDATES TO THE PHASE III EROSION AND SEDIMENT CONTROL PLAN. 4. OVERALL, THE CAPTURING OF THE ADDITIONAL ROOF AREA FROM THE SFD UNITS AND CONNECTING THEM TO THE EXISTING STORM SEWER SYSTEM HAD NO CHANGE TO THE OVERALL STORM SYSTEM DESIGN AND CALCULATIONS. THE ADDITIONAL DRAINAGE AMOUNT ADDED TO THE SYSTEM WAS NEGLIGIBLE. Sheet List Table Sheet Number Sheet Title i COVER SCOTT/R. Ct7LLINSZ Lic. No. 035791 � 09/26/22 ,0) F L Z w , F O F Z O U L J H Q Z k O C U w Z 0 U) 0 < z J 2 C O O ¢ w _z_ m L > Z a (� w LU K a L � ` O W e � O WLU` wM L INE N W N N N Q N T LD M .--i N ^ O N M L V / 7 cyi C3) N � M Qz O J N N � ; L' � 5 TOTAL SHEETS \ J / GRADING & DRAINAGE PLAN SHEETS HAVE BEEN ADDED TO THIS SET FOR ; 1� MATIONAL PURPOSES ONLY. THESE SHEETS DEMONSTRATE THAT POSITIVE 1 ` AGE HAS BEEN PROVIDED AWAY FROM THE HOUSES FOR A MINIMUM OF 10' T-I SHEETS ALSO SHOW THE TOP & BOTTOM ELEVA77ONS OF THE RETAINING WALLS. CO LU LEGEND: 06 EROSION CONTROL HANDBOOK VIRGINIA RSPECIFICA777ONOSION & MNUMBER ENT CONTROL 0 O CE CONSMUC77ON ENTRANCE 3.02 � ' ^� W CR CR CONSTRUCTION ROAD 3.03 Q V 1 > STABILIZA77ON _ � 0 SF X X X SILT FENCE 3.05 U r l ST SEDIMENT TRAP 3.13 ! O Y . SB SEDIMENT BASIN 3.14 w co OP OUTLET PR07ECTION 3.18 ~ RR RIPRAP 3.19 CO J t-� CD ' CHECK DAM 3.20 Ln w 2 z w 0 7S IS TEMPORARY SEEDING 3.31 � O PS PS PERMANENT SEEDING 3.32 U) O OTREE PR07ECT70N 3.38 DC DC DUST CONTROL 3.39 L SITE PLAN EDGE OF PAVEMENT J Q CURB (D _ PROPOSED ASPHALT PAVEMENT O O - J EXIS77NG VEGETA77VE/LANDSCAPE BUFFER O ----------- GREENWAY BUFFER N --- ---- PROPOSED EASEMENT DROP INLET ® DRAINAGE PIPE ----------- 200----------- EXISTING CONTOUR .�. F - zoo PROPOSED CONTOUR w 506.71 TC PROPOSED SPOT ELEVA 77ON p rzw' 50s.21 EP TC DENOTES TOP/BACK OF CURB a T/B DENOTES TOP OF BOX JOB NO. 50B.o0 Tw PROPOSED SPOT ELEVATION 502.05 BG TW DENOTES TOP OF WALL 182150 500.67 Bw BG DEN07ES BOTTOM GRADE AT WALL BW DENOTES BOTTOM OF WALL SCALE PRESERVED STEEP SLOPES 1 n=1OO� MANAGED STEEP SLOPES PROPOSED CONCRETE SHEET NO. PROPOSED GEO-GRID FOR RETAINING WALL Oo OO Oo 0i 100 YR. FLOODPLAIN 1 3 4�So � 36 `ro \ � 46A \ .: ` / �\\ / .00 GA L T VARIABLE WIDTH PRIVATE WALL \ 4 0 W W 1 c l 49 FKcN \ MAINTENANCE EAS �/W \INSt'NO.zozz0001oi83� g� ] xo.c i 8' H�j4$�� END0 \,5 A HLIN-22 / / /LINS z 67 G 791 � STA.2+�S / � \\ - •• \i ?�o \ 400. FF 47 / j/ / � / � /. / S PUBLIC GREENWAYT ) I E` Iw , \ \ x�\ ' / . oXXXj/ 09/26/22 DEDICATED TO ALBEMARLE COUNTY 374 yv 3¢ \9 34 ° \ ` - PROPOSED GUARDRAIL / ��0� l � / PROPOSED DRAINAGE SYSTE 40 AT TIME OF FINAL SUBDIVISION PLAT, I 37yBG z9 f �✓ ° % I I F ZMAzoi8000ii= INST. NO. 20220 10ioi83 i \\ 3y8 / y�x 4 NOT NO PROPOSED G AD S SHALL EXCEED z:r S OPE. ZONAL PER , ), I ) /374f�/'! /' �� •. � •`, \\\ / / / , � g6 PROPOS/ED 22" HOPE YARD DRAIN$3SYSTEM, 7/0.67 BW 9 w/ 2o'PRIVATE DRAINAGE EASEMENT ..// .�, ,W INST. NO. z022o00101 67Bw 9x / o AS 2 VARIBLE WIDTH PUBLIC'/ : 3: \ (' pe��c v :o DRAINAGE EASEMENT 4o OTE: OP S GREA ER THAN 1 SHALL BE PLANTED WITH NA IVE N \ \ PRDPERTYBOUNDARY(TYP. ` \ STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION m / 3 I INST. NO. zo22000io1 3 0 / A N C 9 0 O 9 3 00. o FFE \ \ \ ^ \ OSF O \ _ v B. PER r o0o SF. N 68BG -- . 74�6� 3 ��OO � / yro�./ / SEEDS AT A RATE OF 6o LBS. PER ACRE, OR r L , w Z m / 368BG �' .. - - , ( � Z Z J % ♦ x \� - / 3g8 - / % ) ) Lu w O O ILOT / / op \ q �- \ r / ° a Z z 3 / UNDERGRO D / QO 1 \ oi° ' 6%. '\ O \ /: / o w w u / \ 3 3 \ \ / O \\ 39 - PROPERTY BOUNDARY TYP )' / / / / f m m Z 1 DETENTION SY TEM B' w aQQ / I \ / / 6 GAR \ �Mi / o Z F U1 z 7 \ 12B w Z3g2: b �Z PROPOSE W0 ,Am(MAX. HEIGHT=6') Owu w\ EXISTING PRESERVED ZZ wOU .OLOZ ° TEEP SLOPES (TYP.) Z 6 SA QO O F- s�67EXISTING ioo-YEAR FLOODPLAIN (TYP.) 95.FfTI w85.oB5 � ROl• a o z � E SYSTEM wNwfi POSED H m w w s V 'xh° 3 / CONNECT ROOF & YARD DRAINS % / o m m PROPOSED WALL / / LOT / / h ¢ -� GEO-GRID SYSTEM 13zB 1 I I / I / / / o /� ���y :� Q TO STORM SEWER INLET / / / / / // > w � Q d o GA J / '/ �9 Q / / / �W�// Q a En LO ce m m > VAR. WIDTH PUBLIC FACILITY \ / A \ V / - �/ / / w w I i, \ \\/36 ; 4 / / / / INST MAINTENANCE ESMT. 4 � / NO. zozz000zol8 ao- / x° �Q O / I \ 4 ` o n ' \ \ PROPOSED 12" HDPE Y D DRAIN SYSTEM / %z%� 1 w/ io' PRIVATE DRAINAGE EASEMENT 368 366 I 1 I � �o�1i�57._NO. zo2i0002oi83 / /-. i 374 W 39 .6GA / I �I �3aj6 } y 5.67FF \ PROPOSED DRAINAGE SYSTEM / f I I / / / / / w N N N N N Ilf N/° 3 — Mo N M EXISTING PRESERVED O _t� / f o/ STEEP SLOPES (TYP.) W W VARIABLE WIDTH PRIVATE WALL I I , LOT \ 3 533fFE z LOT > INMAINTENANCE Sfi NO. 2022006oM$3NT 7 3 5�7 SMT 9 PROPOSED WALL \374iTW LOT ✓ \ WW .GEO-GRIDSYSTEM 37z1� 368BG 1/ / / 0�� S./ PROPOSED 12" HDPE YARD DRAIN SYSTEM $B w/ io' PRIVATE DRAINAGE EASEMENT I iX in START OF 68BG L I _INSI.NO.20220001oi$3 384 1, ' / �/ ti 3>4 "' ' WALL A - - - M _ X \ _ / STA. o+oo 386 M ti ... �.. / / / ® M ., y. �.y.. II III fll III -III ll O ./ � � // / // 3 VARIABLE WIDTH PUBLIC ��_ PROPOSED VAR. WIDTH SWIM gg / // / \. I • \ \ \ DRAINAGEEASEMENT / / I J - IEui FACILITY & MAINTENANCE EASEMENT/ / / // 1� INST. NO. 402200020283 37 i 36 / CVO Q 6�� VIilili e � 3 4 5 6,•` oo / 366 �•.°�. .. � �04 \ \� XISTING STREAM (TYP.) �� �, x� VARIABLE WIDTH PUBLIC��% r -� DRAINAGE EASEMENT / ... / // � � Q = ; �U INST. NO. 262200610183 Z.. // _ �_/ /� 'L / /// / / > gj- 7 �WM FOREST OPEN 1 \ DRY DETENTION / / J �- /Z 1 INST. NO. 2022000ios83� SPACE EASEMENT / / /V �0 // � >�-'-I i. 06 h // / / /// / / / ur 0 / / J � a NO VD T I L ONLY MAIN AIN I HIN DRAINAGE / } / / / / cr�I' I� _ = ° ✓ ASEMENTS TO THE EXTENT NECESSARY TO PROTECT I Q ( f') 0 FUTURE PUBLIC GREENWAVTo BE II II 4 y~`358 / / / �f / THE ROADWAY FROM FLOODING OR DAMAG DEDICATED TOALBEMARLECOUNTY I / I U I vAT TIME OF FINAL SUBDIVISION PLAT,�PROPOSED DRAINAGE SYSTEM PER PROFFER #z OF ZMAzoi8000u OJ3. Lu Z0 N H35 " /.. �W Wy. .W / / I / I I I I I I / 1 I I p \ VAR. WIDTH PUBLIC SWIM OPE D SPACE r 6 / .. �... r I ' I I l I I I I 14 \ \ U FACILITY AND MAINTENANCE �\ / I U) J / /sc EASEMENT INST. NO. 2022000ioi83 F— / J/ 'W W W � w r / 344 34 - `.. /. \ \ \ \ S t l / / // W W� W I I I / / / o N 1 1 \ ` } \ G \ WWW.. \ co - w ROJECTBOUND ° Lu--- ___ / @ DUN —3s2 3ROADBUFE \ \\ \ \ 35 � \��� / / W W W I I 1 1 \ \ \ 4 -.- -� � o GF APHIC \SCALE \ \ \ \\ \ \ cNI — j —_g, \ \\\ _�\ •W 'W �- J I I I I \o \ \ 0 15 0 6t\ \ \ J w TIE-IN TO STORM STRUCTURE INSTALLED WITH ---- — — PHASE 2 POLO GROUNDS ROAD PLAN, \ °°° 3 i / I I I I \ \ ( E ) \ \ \ \ \ p w SUB-2oi]-u]- �. 4 I I \ \ _\ 1 inch�0 Ift. \ \ \ \\\ \ \ \ a SEE PHASE 2 POLO GROUNDS ROAD PLAN �J / / J m I -- OR DRAINAGE IMPROVEMENTS, ,� _ �SEE PHASE 2 POLO GROUNDS ROAD PLAN ` \ \ JOB NO. SUB-2oi7 u7 — 0 �`� \� \ \ OR DRAINAGE IMPROVEMENTS, — —1— —� s \ \ \ \ I I \ \ 1 \ \ \ \ Uri \ � /„'h � A � SUB-2027-7 182150 — I 1 \ s s � \ \ 1 � I \ \ \ � O �� u SCALE 34�� k6 _ SEE PHASE 2 POLO GROUNDS ROAD PLAN 3cZ �r \ \ \ \ ) \ \ \ 1 " 30' _ \ _ 4 _�/[ FOR PROPOSED POLO GROUNDS ROADC ( — — EXPANSION & ENTRANCE DETAILS \ 1 11 4\ J \ �I �_ SUB-2027-227 SHEET NO. / \ \ \ 21 Drainage Easement Chart Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width Proxided (feet) 6A 36 12.5 30.0 30 13 30 9.3 23.0 23 29 24 14.8 33.5 34 I T - / I EXISTINGPRESERVED I STEEP SLOPES (TYP.) / .) MATCHLINE -SEE SHEET z3 4567� R ; W I \ 44 33 JLOT I /3� / O i \ \ / \ / 44 I \ \ I \ \x\ 21 8" HDPE ROOF DRAIN SYSTEM wl LOT 445.67 FFE/ 1o' PRIVATE DRAINAGE EASEMENT XISTING too -YEAR FLOODPLAIN (TYP.) // 7 SWM FOREST OPEN / z,6jFFE / / 22 '/ / OPEN INST_NO.2oz200010183 LOT I I SPACEEASEMENT L / / \ / SPACE V I � INST. NO. zo2z0001o183 ro � I 431.00GAR / � 43 �\.. \ aT L go/ / ///\ \ 1 7.67 F LOT 79 1 1 2 44/ zz 4463 o yi/ / I 447.0o FF LOT 44X3 / Q 78 6.33 GA �* f :00 FF // i2" HDPE YARD DRAIN SYSTEM LOT w/io' PRIVATE DRAINAGE EASEMENT •• ° / /-� 6 INST: NO: zozz000ioi83 / z3 /o 77 / o zz SCOTT/R. CaLLINSZ Lic. No. 035791.1, p 09/26/22 0 M .i F i / I 017 _ - / rlj 17 BSM \ f / / / / \ / LOT 40/ 76 / N C 4 kk2 \ 4z 44 33 C,AR / �446 r / 45.0o GA / 3 f' ,^ N 431.0o GA LOT 7 / ' r� .+ 36 CONNECT ROOF DRAIN 6 FF � z '' J 431J67 FFE z3 \ \ TO S ARM SEWER NLET 8 / / / / / o / �43 H w O O ¢ HDPE ROOF DRAIN SYSTEM w \ y/o 75 VAR. WIDTH PUBLIC w z F I ` 8 00 S S I YD 1J / ¢ z 4433 GA / DRAINAGE EASEMENT p w w O I / _ }DRAINAGE EASEMENT ` / / o f m Lu z LO'\ ` \ oo FF o j p NSrt. NO. io22oo010183 p m .. \ 4: .33GGWR .\ o� - \ _\ INST.NO.2o\z000ioi83 \\ 444 / / o° OT y O z p m Z l I / 19 w z z¢ 4o/a 74 / 1//�/ \ w f w w w \ :17 BSfv1 ro \ _ ? \ -� _ _ 430.0 \ \ \ 444 n, 10 PRIVATE ¢ ? g � g I I c`� / \ 43:67 FF o' PRIVATEODRAINAIGE EASEMENT / 434 O O O v 12 HDPE YARD DRAIN SYSTEMI / / �, \ / 3� /7 OT A gR 61NAGE EASEMEN 3 C) � w O p U / /3 / 8 w p \ 4 3 w/10' PRIVATE DRAINAGE EASEMENT' / _ \ �� \ 546 f �,/ IN TvNO. zoz2000101 � w p � Z � � O INST NO. zozz0001o18 / / YD-3F /o- 73 / v / PROPOSED WALL o < � � z w 3 z1= z O O � F- GEO-GRID SYSTEM O p ¢ w O z 41 END OF m F- m � w V f t f / / / LO.�./ o \ '. . 1. 43i.otl FFE 1/ / \ o / LOT / / , • h / WALL B > ? ¢ o 4 _ ) xh \.. r _ /' _\ xh // / YD-1f x !.. STA.1+ 8. �,/A� w W ¢ � z PUBLIC GREENWAY TO BE _4 .00 GAR \ / 1 i I LOT / / _ yo 54A i3% 72 / , / O°° f - 4 V/ w E ¢ ¢ w DEDICATED TO ALBEMARLE COUNTY 8.0o FF y \ . . . 11 Z / -/ : / �/ / / / / lf f \ \ 1 % 1J 4 yM / 38.67 GAR < 44z.33 GA / / N p m m w ¢ AT TIME OF FINAL SUBDIVISION PLAT, \ 41 B/SM S < / / I " " LOT 39.0o FFE / �7 oo FF !/ / 3'� ¢ ¢ I y PER PROFFER #2 OF ZMA2018000u / - /. \ . ` l T. / D / 4 OT 1 / I > w � a 4 GAR 1°/� / / 54 ' 1 i_©$ / yi6 TW ` I I W w a a w E 3 / / / / / \ 7 / / / / / , 4i4 6G o a En / / \ 67 FF FF� u / v /. w o p > / /V. 412.67 BW Lr) N w / � � PROPOSED DRAINAGE SYSTEM / / / / yzBTW I I > .. Ln LOT / �; a / \/ /% . > iz BIG w w PROPERTY BOUNDARY (TYP. LOT � xo ' / � \ � � / - 39 / / / cax T / �.� '..i'.�'..' ;:.:, 3gs •` �_0 3d ' . ''4io.��67BIN (r ! S A E / y ,67 q \ �\ X / _ / 4zg.67 GA ,., / oo GA / / y \ i FkA55 .. / ti^� i87w J / 17 zS.67 FFE �/ /// x I / \ o. FFE / OhRTYA4:. q 4 43 33 / 6. FFE 4 / \ / YD-1H L• io.6 BW 41 4 0.3 AR, -42 W 4°s � A / /j \ \ LOT / N F 4o5 BG \\ \�\ . . :• / � z8 /.'.'. \ 3$ /.,'y// � 4y1.00 \-\\ './�/ / � // / 0 �- • .: yoT8�.6,�7 BW l J Iw .I. wALL q° BW // PROPOSED DRAINAGES TEM / / I - - z GAR \ \ \ S / \ / LOT 1z" HDPE YARD DRAIN SYSTEM/ 4i4T y N L [ 4z .00 GAR / 9 3 / \ 34.67 GAR / / o 436 / / ! B I w N � N N N N Lu � N � ' r4 h /.'_ 8 4 .oaFE I _ \o6.67BW o 404 BG x 44- 1 BSM _ / / / I ¢ N a cn a N Sr ... x Q7 iz TWA I CD rq� jw 4oz BW l y \ . 0.83 BSMT 4z I. 4 7 /' CONNECT ROOF DRAIN h / �N� 4 n L / I / TO STORM SEWER INLET / .Pk h LOT / / / / / y I o o V Cf 4z1.00 GA \ / 4zz \ / _ -- \ / / / \ / 8"HDPE ROOF DRAIN SYSTEM Q 4. BG I o / L T 2 -00 FFE / / LQT k / _ \ / / LOT \ / 69 mob, / BW I w a 4 3 _ 428.3 \ / I R F 1 E ,/ 1 4iz.83 B` T 27 4zz LOT \\ / 37 /+39. FF f 1 4o6TW 6 / o` / YD 3D J/ / / I /3/0 / \ 3 / LOT�xry 41orw \ ZgBG PROPOSED WALL 7 b I I 2 \ / f.. / / \ ✓/ / 9 o66G 9$ 404.67 BW 1 w Bw GEO-GRID SYSTEM - /J I I \ z8.67 GA 5 g __ 42 _ ` I I / LOT 4z9.33 F / �i: LOT // 4os BG \ PROPOSE WALL 4 -� / " • • o i LI I I 8" HDPE ROOF DRAIN SYSTEM w/ 36 / / � / � / / / 4o6.67 BW1 � � 3 8 G �/ I : I _ 1o' PRIVATE DRAINAGE EASEMENT GA j / 5 y / 433 GAR 4 /x 1 / � (MAX. HEIGHT=6') 6�w INST. NO. 20220001018 733 / �3 / FF �roti / / �o / I � � � _ 3 4z8.00 �E / 435 LOT YD-1G / / v7o 41oTw (MAX.SEDWALL \ M /4z6.67 GA i. LOT / / ` / / (IGHT=6') w 1 LOT 420, 33 F� f 41 33 FF _g / / i 35 7%/ / a {, z33 GA 66 /. 408 BW G ; \EXISTING MANAGED M 3� 1 15 41o'ii7 /1 / / 4 \ C3� 4o I_ 7 3 3 �i .o y STEEP SLOPES (TYP.) 8 HDPE ROOF DRAIN SYSTEM 3 g VARIABLE WIDTH PRIVATE WALL ' - : / / �O / 533G%> xt�° / \ LOT / } / / /n WQ I / / _ _ T / _ / / 4z6:oo FFE y \ / o/ / / sTARYoF I < `X \ \ 1 �W 00 MAINTENANCE EASEMENT �O f l 28 / 4 N / 65 /yh WALLB \ M i LOT / S7 +oo II N�T.NO.zoz20001oi8 / I / / / 'L\ 70�0`, OP 51 ° \ \ .CONNECT ROOF DRAIN ti / \ \ 10' PRIVATE DRAINAGE EASEMENT j� / �U o\ ��� ry / / \ / / / �� o - 10' PRIVATE \ _ �n1 , v , \ 34 / Q^//C' z/ yz GAR \ TO STORMSEWERiNLET �. / 7 INST. NO. 2o2z000 _ J m 12" HDPE YARD DRAIN SYSTEMf YD-3C \ 7 \ DRAINAGE EASEMENTS \ -- L R 4D p \ V\` x / \ �� /1o' PRIVATE DRAINAGE EASEMENT / \ '- � J � u �: INST. NO. zo22oo010183 ` � \ \ N Q m / ` yz3,33FFE / t / 3/o LOT 2 / / 1 4/M f _ 416 \INST. NO. zoiz000loi8 / / / / \ / / / / i / / \ CD I u y - / / \ \ C awj 64 PROPOSED GUARDRAIL (TYPJ / x �� 4o e 5• A� --: 4 _/ / / �-- \ - C>7 IR F 39 8N 417.67 F I Q O 3KYo �+ 7l0o GA / o F N 3 ...LOT... f / "� � � � \ YD_�B Fj � N � -\ \ . �fQ LOT YD-1F x 14 / I 3 1 � / / 33 � \ / � / 422 ooGAR 63 ° � ryti `-4z b / NOTE: SLOPE GREATER THAN3a SHA L E A TED WITH NATIVE L CONIVECTROOFDRAIN \ / / STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION Q I ROOF 1 A I n / LOT 4 .p /� TO STORM SEWER IN \ I / 4� FF 8"HDPE ROOF DRAIN SYSTEM /J�� '^ z9 / / \ 6.00 GA �� 2°!' / LOT , �O / SEEDS AT A RATE OF 6o LBS. PER ACRE, OR i LB. PER i,000 SF. V / g8 BG I o I. - /l 3 6Bw I '_Y _ I I �414 I / / / LOLU T 418.67E E 42�/ /ooGAR 6z v 0 / / / / /. / --- J / z - / / 4 �aJ� ROPOSED DRAINAGE SYSTEM TAR�F 39 TN oB 8" HDPE ROOF DRAIN SYSTEM w/ 5°� o r % 4 4 / v / �� Q / / / J wALL l 399BG \ 4 / 16.00 GAR / 506 x�' / i LOT o ./ / / / NOTE: NO PRO D RADES SHALL EXCEED z:1 SLOPE. a- 5T o+o0 7BW ° 4oA 1 / / 10 PRIVATE DRAINAGE EASEMENT y">Q' �/ T'� I NST. NO. zoz2000' -18 416.67 E 1 \ zi67 GAR 61 0 .�� Q (n �13.00iCA i, 1{ % 3 L/ �• / SOA 4z8 y FF �� l! 0 . / . `. / LLJ W b o Y I I 1 / . / / /o So 3. / YD-1E Q� # S.00'F 4o IL ./ 31 6 / - .. / �. w LOT o4.83 �5 1T 4yz �\ L < / / / _ I //' . /67 GAR 60 / / / . r / / / T �� _L9 t z T( a --LOT' 0 1 _ _ 4 10.0 \ \ \ \ 411.33 \ \ / ° 18E INDSRTA. INNAO. zo22ooMEN1T 10083 /�//. �. 4%^ w w �.. w \ 410.33 CpA '• I \ I oo .... / f .4�2 / j $ 2"HDPE YARD DRAIN Y TEM ✓ O z 4/ ; YD 3 / / / 00 GAR 5 YD 1D / S S 0 EXISTING STREAM (TYP. / � �--� 1 4oz.17 B3 T .1 n� / / _. / Lu 0 � .. o Q w 12 \ o / ✓ a . / oo GA 57 = - 1`. w Igo$ 12" HDPE YARD/ROOF DRAIN SYSTEM / / ro / / .. 1 / Cl) J U w/ 1o' PRIVATE DRAINAGE EASEMENT / 3 //4 Ff / /(// / � � <:' % 7� / LOT / i/ •. / OPERTYBOUNDARY(TYPJ � � .. �. / � � / � ul .. � INST. NO. zozz0001o183 / \ g / W .. / p OPEN SPACE / / 56 / / �. + / r L F 486 408 z.00 GAR w / LLB Y CONNECT ROOF & YARD DRAINS o / gb / LOT TO STORM SEWER INLET o i 4ad.00 FF t yti 0.67 GA 55�� // 39983 B� T 37 0 sq 411. FF / of / / / // w \ co 1LO 5 \ + \ 12" HDPE YARD DRAIN SYSTEM 4 /3% \ �n .' / \ 8 HDPE ROOF DRAIN SYSTEM. w/10 PRIVATE DRAINAGE EASEMENT 54 S c' /- / <:• / / / .. � �. � /. � � �/ � v\ NS \1 : T.NO.202200oil o8'3 1 / i 8.67GA \, PROPOSED DRAINAGE SYSTEM/ Q C7 ID w o5.op AR �° 402 40 AR ` ` / , y° INST. Nd. 2o220001018 / ..✓ / II P.) 407. o F / .. z% 406'33 \ \ YD-1B / / / / j / �.. /. .. / / / / / / / O w PROPOSED GIB ENWAY ( L T 396.o3S N T O ��. �Y'.. O �\ � 36B \ / ,• LOT � 4�7' // �' a /°• / / / j / 3 / ✓ /.. / CNI 10 \ \ o � .?5 . e - oo� / ., / � 4 .33 GAR 52 l � o % / / / / SWM FOREST OPEN {� \ yx z% ' o FF / / / ... i wo ,../. / / / SPACE EASEMENT w INST. NO. 20220001018 yo 3 U CONNECT ROOF DRAIN 4 o 5 / qox�� /. /../. .. j./ \� Yt3z TO STORM SEWER INLET " 3 /0 403 FF / / / // ` p w w ,EXISTING PRESERVED\ 6A LOT 16 / ti ! s / ! / / / w w / y / / / / fG1 APHI6SItALE / / a STEEP SLOPES (TYP. � � " " '° ' \ x5 2.33 GA 50 \ / J f ` / JOB No. r 402.67GA / / wl I w \ w w \ 04'67 FFE `'s �w 466 , fi OT 40 S Y / / �. .� / / / / / . u \ 182150 wJy€A� y .00/iT '� � � � � � � � � SCALE VARIABLE WIDTH PRIVATE WALL L T �. _A�3 46 z% 401. FF 49 / / z408 166 / / / / ( I FEES) MAINTENANCE EASEMENT i / o�/ / p u_ \.,� 8" HDPE ROOF DRAIN SYSTEM.. .. 1 inch =0 Ft. 1 - 30 INSfi.iVO. zozz0001o183� g� xo° x i ko 1 ( / / w ro ) 1Oo ' 48 / � � � /0 401.33 FF R / � � . / / / / � . � � � / � � � / � � SHEET No. �w \ W DOt � V �� A � .' / 5� 67GA LOT � ;�' A L11�C SE E z1 / / / / / / / / � � / �; � � / / / � / � / � � i � 22 w 1 ✓ 47 // a. I / / I / -- -- Drainage Easement Chart ' ` - - - - - - - - EN OF \ 3 / s PUBLIC EMARLEAOU BE PROPOSED WALL � � -' � -Pipe No. Size (inches) Max Depth (feet) Easement Width Required (feet) Easement Width ProHded (feet) � �T. = 6') - - �' �'' � zz TWA WALL Ha s ( 56A 24 17.0 38.0 38 _ DEDICATED TO ALBEMARLE COUNTY (MAX.( _ zz TW 188G 4zo8 4 4zzTVJ 4 STA.z+ z 4z TH .�,- ,,,- ATTIME OF FINAL SUBDIVISION PLAT, �, w � 4 4 ,A v � 57 24 12.8 29.5 30 PER PROFFER #z OF ZMA2oi8000ll - 06 B i6 B 416 B az / /s / �J VARIABLE WIDTH PRIVATE 58A 24 10.1 24.2 25 42oTW �- ' w -'IV - - � � \, - ,V ' 141 Bw zz BG Q / / SWM FOREST OPEN �y zoBW / / � `WALL MAINTENANCE EASEMENT- 59 24 8.3 20.5 P1 : 414 BG / /' o / / - - - 412BW i SPACE EASEMENT 424TW 43 / SPA / / i INST. NO. zoza000ioi$3 / 63 2a za 1s.5 20 azYW INST. NO.2o22Ooo10183_ 424BG / SCOTT R. CaLLINSZ / SWM FOREST OPEN PUBLIC GREENWAY TO BE f 65 24 6.2 16.3 20 41s7w_ 4 I gN 4zz ew / / / U Lic. No. 035791 s CE EASEMENT DEDICATED TO ALBEMARLE COUNTY 41 41z BG / 416 BG �12 1i 6 N z 6GI a2 \ / INSt.NO.zozz0001o183 AT TIME OF FINAL SUBDIVISION PLAT, i �a / 412BG 41oBW 4146w 4 1664I1 W 4zz ��� 4z4BG wALLOHz A� / / / d�o� 09/26/22 `�41 / PER PROFFER#20FZMAzol800011 /� �/ i �.w/ �PROPOSEDWALLS ° jr.TAR 41oBwF vy18Tww 4zzBw STA +6� c^r \ �S V \ / w ✓ PROPOSED WALL (MAX. HT. = 6') w /F /� 4i4 TWA io BW wPt �N1 O \ IONAL / \ GEO-GRID SYSTEM.. y1zB RO F1 C 4 B5 \ \ �. \Iv \v � w i w EXISTING PRESERVED g' /y41o_BW s - / / / / j n� ND of f zz BW PROPOSED WALL ao' PRIVATE L \. STEEP SLOPES(TYP.),,� WALLSzTVJ 10 (MAXHL=3') DRAINAGEEASEMENTEND OF . \Ir ../ 38TW39zTW 394TW ... �.. / f4o6TW �.5TA.6+o9zB INST. NO. z022000WALL F`U ..38o BG. 8$TVT. 39TWG'_..3866G...].3886G/.-.\v w. .\v... �4o4 TfV lG. \v.. yo36G - 41oTW _86BW / 3941 10 BG BW VARIABLE WIDTH PRIVATE LOTZPROJECT BOUNDARY (TYP.)' STA.+56 378 gyy 8a BG. 3yBG 3 384 BW SJA 0 4zz BW \ WALL MAINTENANCE EASEMENT/ / 3g6B 41BWyoB BWT. 200- .38o BW" 38z BW yyy W z / \ 386 / . 4004 B TA. o+oo / \\ Y \ Ir?S NO zoz o10183 1 �,4 - LOT ' \ \ - 4o77W 4o5 TW yoz BW 41� - PROPO ES D WALL / \ \\ 3.34 - \ - - 7GA 10 TW, � � � 400TW - oz7W - 4o7�BW gBBW 405BG _ lt1 i B 'GEO-GRID SYSTEM \ / \ \ \ 4 4.67FFE% \ \ r / . - _394 BG - __ _- - 3g6 BG �. �, w3 403 BW 5 \ \ \ .LOT / --- -- 4 .50 BSM ' / s C Tw'/390 BW 3 z BW __ - 394 BW _ - \ _ .a- - i c ,i U o G13 390 �-- - - i / \ / \ \ �33 \ 41.0o GA \ al- s 44z.'. \ � w F / 1 0 99 388 BW/ I {... _\_ - __ _ _ _ _- - y10 TW -LOT \ 3- QFFE ; °I .. 3 � C 3 6 4 �3$5'M \ / - A \ / 0 F \ \ w \ w \ w 3 9° LOT - - - yo68 % \ J� 2 %;.� 7.33 GAR \ \ z9/o' e u 1 - LOT E 0407 BG 4oz BG 40oTW6 BG / LOT / TO STORM SOEWERRNLET 4 9/ \ i l I . y6+oo� / / O a \ \ F ' WALL D 4 7 GA \ 4 17�5{v1 z% / ; /\� D i / r � \ \ s z 405 B 404 6W �31 / s \ / 0 \ \ VARIABLE WIDTH PUBLIC / / / / I \ I 4 4 FFE i I I I / 4 4.0o FRS \ 15 -\ + . I W `) /� vn co w \ �' / 1 0o G 128 STA. + \ \ ° o_ l / .nor w zo' PUBLIC U t / 7LOT 8 BS o DRAINAGE EASEMENT w � J TY EASEMENT �/ / \o �LOT/ i O \ 7 G 4 3 \ o /R - - � n + 3r / INST. NO. 202200oio183 J \ SWM FACILE j� �� 1 W io18 / PROPOSED WALLS oo FFE I 3 I 4 8.6�FFE S -15+°O � / �tx / O z a L \ INST. N0. zozz000 �� ���(MAX HT. HT. = 6') \ 40 BSM j I 12g 1 .so BST G 70 u PROPOSED WALL s� / I 13.67�A \ \ �3� ( / i oo G \ / +5foi.. ;� / \ \ 74 ,A w 1 6 1 FF ! \ \ , n o 4ay 7.00 GAR 3.00 BSM / / -\� J//w / �. / / v, d u \ GEO-GRID SYSTEM' 0 4 5� 7 �, � 1/o 3 4 '� w � o //o�o�/ \ / / . ° , �� �,-_ YD- C. • • fi / / ~ � - !!l \ m W W w F w w w I / / z% / \ I - - 8. 3 BSM r. 9 14+0 - - 4 vwi W C l W W w w w \ w I w 3 �\ / / \ vl - - - - -13+SBi�✓ / wi m x �4 1 B ° \ ° W ° °.. _ N T . ". CONTIGUOUS \ � I ry o I � -c CONNECT ROOF DRAIN o ,° 74 Xt WWW W W w WETLAND FX "' / `' +oo r TO STORM SEWER INLET on 3 4 LOT ROPOSED DRAINAGE SYSTEM / W W w w w \\ / I /l i / , / zB 1111 .. .• • ° •• 7. / Y�ST.�E'M E w/ 10'PRIVATE DRAINAGE EASEMENT 415.o+ LO\'INST.N0. zozoo616i$3LOT 3BM +11+ 97 'z5 OOF DRAIN SYST•':.' // / IIIIIf �iz wd L W 0/ Fo 6, fF8 N i �, 4 o \ :• ° 1o' PRIVATE DRAINAGE EASEMENT N / w N N 38o�w I I I I I I _ - - -�- / CONNECT YARD DRAINS o 'L � Zo 6 G R u_ LOT INSt. Nb. zozz000loi8 �1 a M v N 7 7 I F F\` 374 BG I I 1 - TO STORM SEWER INLET - 1 SOT q 1 ° 1 N 1 I I / o N rn W 1 I 373Tw 3 zBW' I396 n 5 - �- 4 9.67FF N y� 6-- % n 6 5= 66 - 4zo.6 1 1 4 G 1 /IY / o w \ 398 BG iI asaw I I � � I �I ��� , ; 3 •` �� I � 110 4 .so65�11 /¢ ° 3 � 1��41 3716w I 62 1 0.67 FF - 1 ) W I 1 VAR. WIDTH PUBLIC 1 9� �- N PROPOSED DRAINAGE SYSTEM � -r T 11r \ __ - I •' d \ �3ae�Tw o o ° i /: VAR. WIDTH PUBLIC I DRAINAGE EASEMENT l i I I 1 1 I 38 i � . I / I INST. NO. zozz000iol8 '1 LOT I a �_ \ /. DRAINAGE EASEMENT ° I I III zBG. W srA.1+36 3a' INST. I�10. z0-220001018 o O.00 G R95 YD- D I / 3 \ { 64 I LOT J I 1 YD sA LOT 4 8.33 GAR I zp/o 1 1. \ 0 440.6 FF 1 4 I i R 4 0 111 1 4 d.33 FFE 1 ) 7/0 4 7 0 o \ i A 59 / 4 93�GA 373 - 3 - b/o : II 10 1 q. 9•. 1 1 a; O % I i z 6 \ 367 BG , 3 0 6G ` I o RFE \ 1 4z1.33 FIDE; 71 low .67 GAR I 9 .17 BSIiA k 1 I LOT \ 1 N I s 1 1 FI \ 37 3 M� _ I I LOT 7 �,/, 9 4z. 7 FFE 1 1 370B 6�BW 68 BW 38zTW BS 11.1 B m \IVI O - W �373T37sBW / PROPOSED 8� ROOF DRAIN SYSTE 1 o I 40.67 G 94 I 6i W .11E 373 373 8G 37 1 I 122 I A - - - - 1 N. o _ 1O' PRIVATE N PROPOSED WALLS 36s B �c �� \ 3718w o 7 II I N zo. 1 . ' I 17/o w.33 FF 1 I 1 II ti y/ 1 - OT / / \ 3� I L - 6 GA 1 I 1_ DRAINAGE,EASEMENT JJ 3 M _ 6' 66 BW \ 2 I _ YD- F LOT 4 9.67 FF I0 LOT INST. N. zoz'z0001o183 Q _ I 1 w ) s TvJ o GAR I I I ROPOSED DRAINAGE SYSTEM 1 5 1 441. M (MAX. HT. 4 367 BG \9 \ wniLG F 3 9 �4 I VAR. WIDTH PUBLIC \ £ - II 108 43 .so B TI 1 441.33 GA 93 3z 81 BW \s 1 s `383BG START I DRAINAGE EASEMENT- - 1 _ 646 II 1 j 42.00 FF L - FFE 365 BW y TA. +o0 6od 7\v \v A� I y � ��ic9°�i 3a1Tw IST9. o+oo / I I o5.83 BSM ',I I ST._NO_ . 262200010l8 _I- XX I I I CAR' � 376BG I d I C T I �. Fk 14/ II \" I VARIABLE WIDTH PUBLIC =III G 378BW 389TW/ / LOT 58 o I I �QT II 4 33 1 14z.00 G RLQT o, p M Nt SWM FACILITY EASEMENT \ > \a 84BW / I I / YD 66 LOT 4 z.17 BM o r�%67 FF I I i� ' 366 BG 5- . I (NST. NO. zo220o01018 se / 1z I I I I 11z b { 4 I 92 1 N II z 3 �i 7rvi I / 4 427GA 107 / n 3 i t1p i 397TW I / / �T _ __ I '9"� I/.�} 6 E ? � 1 I ) � I. ROPOSED DRAINAGE SYSTEM - -LL e� s9 aw 95BWJ1214z 83 G7- 7 zar DRAINAGE EASEMENT L N 4 I Z v (, Q j WALLCz 4 3 4 1 8A CONNECT ROOF DRAIN I .WIJ _ O J L / I 7 / - 3- - - 7 - TO STORM SEWER INLET Qua CA i INST.TVb. zoaz0001o18 I 1 rn �/- _ , 3 \ 4o47W II11T'O III I' �: N O� \ - - _ I I 1 04 404B 6 ALL C1 ! i I -- I-- I I I �.w N oyew➢li I o 112" HDPE YARD DRAIN SYSTEM j B I I .I L J 0 v v r ���mo LOT I I IQ3o DRY DE E TI 39�aG� i J / 127 4 I 1 - I I INST. NO. 2ozz000ioi8 Q I %� 4z.67G 1 0 2 0 I h� Ir I w/ 10' PRIVATE DRAINAGE EASEMENT p 1 W \ \ BASIN 'A' 3 oawv rli 'doarw 58A // 412- /LOT z ( I /I I I I I I I J _ 43 33 FF 9 10 r 3 9T 400 36 / j 410 gw 4.0o GA > \ I I I I I LOT Ul \ XISTING too YR FLOODPLAIN (TYP.) / 3E96 i i39saw / 120 4z6.00 FFE / ' N 1 I I I o v / 106 4 .00 GAf� o I Q1 J I L. (n LU z lug 11404 41z I 1 I _. �I w yo _ 5.83 BSMI -� '°hJ z�.83 G LO I' I n �( w4 .8o BSEI TI 4P/o I N . ��1 GA LOT 44z i Qi . I 3 J Q o �„ I 5.83 FF II 43 3 M Q d % 4333 0 / - -1 396ew 4o46W i o a�// z% 11 I I : 44.0o FF 9 8"HDPE ROOF -DRAIN SYSTEM w/ I. i d �. A 41zTW 2/0� / 10' PRIVATE DRAINAGE EASEMENT I v--I O � � �. � Nb. zozzoo01o183 I. II 3 $ L� J W 404 BW �ti � � I / .. � � _ - - YD_sC 44 33 GAR I Q OCJ � I I OT .: U' �� \ \ �(u o - . 1 44 33F48 I o� 444.o I EXISTING MANAGED_ �\ "' / BaT� / ti \ VH: �o I / I_ I °t a 44� 67FF 89 I it I I- \I STEEP SLOPES TYP., / BieG 404 w lam/ �O * / yp' 43 17BS T . " I M / z \ R / ) F \ 379 aw" 40o BG / ti / S I' 8" HDPE ROOF DRAIN SYSTEM w/ I I I s I n i T( F--I EXISTING STREAM (TYP.) W % 98 BW / I 533 %\� I 5 /� I I I 10' PRIVATE DRAINAGE EASEMENT . 6 ^ J Q �w \ ` I - / LOT 7.33 FE I / i LO I INST: NO. zozz0001o18 / I LOT I ry' y / 1 PUBLIC GREENWAYTO BE; I / 7.w7 SM1T/ 3°/ I I I LOT I I c .% 4�4.67 G I Q CII DEDICATED TO ALBEMARLE COUNTY PROPOSED SWM ACCESS PATH I / / 119 { I I r 11 ry ry l l 88 I V / 0 AT TIME OF FINAL SUBDIVISION PLAT o 1O 44 :oo GAR 3. 44533 FF T - I ,,� / I 1 4 °° \ 9 �7.67 FE I a I I 4 44 .00 FFE I � I - II I 12"HDPE YARD DRAIN SYSTEM 1 \ - w/ lo' PRIVATE DR) PER PROFFER #z OF ZMA201800011 \ \ �\i ; PROPOSED WALL I / I I I � I y - � I g3 .83 BSMiT � I , GE EASEMENT .. � U / v\ GEO-GRID SYSTEM I / I I I I LOT w NSF. N'0. zozzoo01o183' U 4036 I I I\ - 44 67GA 3 �r/o44�33 8 / W 4 - �. % - - - - I 44�.0o FF 7 I I I / Z 398 BW I - / ...�. h.._._ y._.-. r 2 .O I OB T % I a - - o... LJJ 0 _ I � ` I - - _ � LOT 44 67 FF�I � I . ••• 445� I / / J �--� / II MM v/ VARIABLE WIDTH PUBLIC 4ogTW o N rt_ N - \ I 4 / I 103 43 5 m I of / W Q SWM FACILITY EASEMENT 1o' PRIVATE I LOT n _ i INST. NO. zozz000ioi83 g 6 Bw c - VARIABLE WIDTH PRIVATE / 0 3 0� 446.0o G rv.I 1. / / r / 1 \ o WALL MAINTENANCE EASEMENT \ , - DRAINAGE EASEMENT I l o) 46.67 FF 86 I YD-4G I / D J w / _ .. . / 36.8 - �o I ROJECTBOUNDARY(TYP.) (n % - INST. NO. zozz000101 3 ` rv- h I J j UNDERGROUND 1 I INST. Nb. zozz000lol$ �. �. /o - \ \ 9° 6. b GAR LOT / / b - _ - ( I I o 4 .00 G 3 �I .DETENTION SYSTEM A PROPOSED WALL w \ \ z \ 4 s / YD-sD / - - �� yt` 1 I �. 4.6 FF LOT I i / / ul z8. o FFE 11 T / W w (MAX. HT. = 6) 4 s 5 0 2 \\ \ � \ L T z6. o �\ \ �, ; ' � , l` / l - - - / I :° L, . 85 45.5 � / LJJ - - I I W ° �ti LOT 1 I 3 DRAINAGE EASEMENT YL / I I- 10' PRIVATE / % PROPOSED 1z' HDPE YARD DRAIN SYSTEM ` / / / K I `"1 /} 102 44 .00 GA -INST.NO.2022000io3.8 co 0 y1zTW 4z�i. G 80�/ \ \ % v 44 .83 B5 T) z y I I I ry 13 . LL 44o6 BG Bw y1oTw 4z8 o f �L -0 UA F E \ / / 6 GA I I 91 I 0 447.0o G LOT 1 / W z .o \ + < 83CID S 9 LOT I 447 7 PROPERTY BOUNDARY(TYP.) \ 400BW/\// 4 4? �j I I I /, / / 1101 44 '6oBSkv1T 447.67FF 84 Q 4 / 398 B q�C� \ s1 0> 1420\ 7 \ / \\ i06 /M T LO6 5 v 13 . / / l 6 �. l 48.33 FF I / i w39�6BW S'Z �402 BG �l \ / / / 1 I / 3 83 X I J O .. /, PROPOSEDWALL \ o ooBw\ c41aTW 41 \ 4z%© LOT 44 .67GA \ I o° / O OPEN (MAX. HT. = 6') 08 BG J \ \ / 100 4 .67 I \ / %44� 67 FF 8"HDPE ROOF DRAIN SYSTEM , ; ry b ° , 0 CV 4 9 // � SPACE � �� - o6Bw., � / r� � I ° ..: 4'8.33 I 400 _ \ / i / 3o s / �. 4 I 8z 447 40o BG 1oTw 4 TAR OF YD- E �pROPOSED 8" HDPE ROOF DRAIN SYSTEM C I /Lu / EXISTING PRESERVED 398 BW ALL Ci 8 I I „I I 4o4BG 43 / ,/ 1o'PRIVATE U STEEP SLOPES TYP. oz BW/ y1o�W STA. o+oo i / y 13%'447.67 GA I I /I Q DRAINAGE EASEMENT \ 177 F ( ) STARTOF 4 / / I - I I. _ 3 WALLCz a 3 41o6G I l / 11 LOT 4 67FFE/ / I 3 �. 8.33FF L8 T I I YD-1I I INST. NO.2ozz0001o183 Lu �,... STA. + o 4o6 BG 4o8 BW ALA 41a TW 1 TW • *: S 0 Lu GRAPHIC C JOB No. PEN 44 k DRAINAGE EASEMENT ./ 33 FF LOT kn 3 =5 30 60 t / 1o' SEMEN H21 S SPACE / / INST NO: zozz000iol8 �, /I 26B % 1 0 ��i ° � , HO SCALE S I NOTE: NO PROPOSED GRADES SHALL EXCEED 2:1 SLOPE f k F \ / Viz% 4 7.00 I I / zbA z6 ( IN FE T) / 111_.30' / / T / I V / 7'67 F LOT lynch =0 ft. / NOTE: SLOPES GREATER THAN 3:1 SHALL BE P AN ED WITH NA IVE - 1 STEEP SLOPE MIX WITH ANNUAL RYEGRASS BY ERNST CONSERVATION - - \ 5 / 79 I 1 WED - - - - - I, � \ ® \/ .: 3 . � J / I � 44z \� \ 1 ( SHEET NO. FYp) SEEDS AT A RATE OF 6o LBS. PER ACRE, OR 1 LB. PER 1,00o SF. , I , M ATC H L I ICI E - SEE SHEET 2 2 6 p(R j w / I ✓ / 2 I I I / 23 /STR-72 SIZED TO ACCOMMODATE' FUTURE BLOCK 3.8 DRAINAGE \ \ / ✓ >- • . J. ,.- .i. / ry -« . i r �- .-• �. // / // / / i STR. NO. S T O A A19 S E !?/ E 5� _ �/ / / � .� l�- >- �.4 ,..✓,�' ✓ �- .. � / / / / \ �, \ � ,\ A R E A R U N \ / J.. \/ / ./.-.�'�`1'.' jl` '.s: `. LL•>°,c�p.%' ✓•%%.y'.y:'",.%.i.` Y-- ww l / / / '-i-- ' \ �. r-l' I I / YDAK .. A .' C 0 E F . I� \ .� �. �. ' _ - -- - /. ,� ,� - �� 1 w w �/ / / / -I -� � ��� v ,«� I I I YD-1d acres C o ®. �/� a�..1. / s 1 ww w J 7�, // /// //�_\`-----*a�� \\,ter jII -1- -2- -3- -4- i w - Ilk a Ex-138 0.29 0.5 4B 4 0.23 0.6 72B \ / 26B 26 039 0.6 26 24B 0.23 0.65 P ' \ \ Y61F \ \ . P 1 ;I -- - 66 , \\ I \ 4 ! 766 ROPOSED DRAINAGE DIVIDE (TYP.)- 1 - _ - YD1E zz zo 0.06 o.a \ �\ I�- �q\ --- 224 22 718 00?b I\ Il` I� \I � 1� Ya10 (\ \ \ P 6oB 6z 66 ROOF I <a �V AA1 5I\\\\I\ \\III 1L��fYD-5F 120 18B 0.1 0.7 1I1I II 18a 18 0.21 0.7 L / vo-,c 18 16 0.44 0.5�YD-1B 16 14 0.23 0.6 va1AI//112B 16 \swM� // 12B 1030.6 LITY YDA ^� 1 0 B 10 0 0.9 10 8 0.11 0.7 YE �H 1 iI P - + / 8 6B 0.09 0.6 \ vo-2 %lam 613 6 0 0.9 6 swM 'Bo 0.9-- / voaF \�\ 8B 8 0.19 0.7 j Yo-3E 14B 14 0.11 x hI /�;' /l/// // jj/%�� / �jl'/•//. ;�/% / ♦1 > �(I 1 ! 1° i r; La \ \ 16 B 16 0 .1 6 0 .7 /I /� / / / va3c \;, /'/�, i>�// ;/ ,/ - ;_ �L / -\ II / / I \ 'fir \� \\ 2 0 B 20 0.27 0.6/�/%��PROPOSED DRAINAGE DIVIDE (TYP.) i L vDiL - // //�\ \ vo-3B se 44a 44 os 0.7 vo-3 vvv\ 44 42 0.34 0.75 0 az 40 o.la o.75 \� 424e RI /24�ISIZED TO A IZEDTOACCvOMMO_DAT�Ete - a0 38 0.16 0.75 �uUREBLOCKs8DRAINAGE 38 36 0.12 0.75 vorG 36 34 0.2 0.75 / I�VA A .<,A'. ,i� %Vv , / '� � 44 0 0.9 - \\1 /1/ / i \ \-`---r // ���/// YD-4F 3 2 B 32 0.59 09//32 30 0 .0 4 0.75 i' � YD40 i 30 8WM B' O.tl 0.75 vo-4c 36B 36 0.2 0.55 1/III I 44 / 2r 1 r.. �t / 7-0` pI I\\\\ \ ✓ --- �--w�4 j ��%�/�/�//i / y1 40B 40 0.29 0.75 I/l 54a sa 0.26 0.75 ljlll Idl I14 I ` +\1%--_- _-_-= vo-4 / 54 52 2.75 4z / ♦ , -, Sz YD-1G - /" V AA V �i /� �_ - - �- - J I �� I 0.9 0 52 50 0.15 0.75 �// II \1\ V y \ 50 48 0.16 0.75 I I IIII I T, r / vD�sE YD-C �_r �A A\ 48 46 0.16 0.75 1 3--- . .r, ;) /II I } � ��' L r u F °Z ROOF6 / /� VA � / �.: �- -�/ vo-sD V III � 46 34 0.2 0.75 III"� I jl �� YD 3B r �P - i _ �� /'A� /j III �k: lA m L Y YD-sc 46B 46 0.14 0.75 .�9 I I E�+ JJ�' i L-- L A ROOF ' ' '✓ r - /', /? / 11 +1 _ / r�////i� - I - _ 48B 48 0.16 0.75 II Illll YDbA I \III \- 50B 50 0.17 0.75 VA�11 I L I ' �r' ; - 52B 52 0.2 0.75 T3-- _ y 3 74B 74 0.16 0.7 74 : 7E 7 2 B 7 20 .4 5 0.75 72 70 0.25 0.75 70 68B 0.16 0.75 68B 68 0.11 0.75 \\ 11 \ 68 66 0.07 0.7s �6 y6B vv�V /l �I111 II�v`' - ♦ 6' /1f,11\IA .I1 I66 64 0.07 0.75 46 64 62 0.17 0.75 i,'/YlIIII I / //�////I />\vV\A/\� x\/ 62 60 0.14 0.75 / 60 ssD 0.9 II[ ' / 1 \ 58D 58B 0 0.9Sq/r% / /// //� 58B 58 0 0.9 I I I c 3z/F�. ////////r / ////% I 58 SW M 'A ' 0 0.9 I I I / Structure Area (Acres) Cw t,, (Min.) ROOF 15A 0.00 0.90 5.0 ROOF 15B 0.01 0.90 5.0 ROOF 15C 0.01 0.90 5.0 ROOF 15D 0.01 0.90 5.0 ROOF 14A 0.00 0.90 5.0 ROOF 14B 0.01 0.90 5.0 ROOF 14C 0.01 0.90 5.0 ROOF 14D 0.01 0.90 5.0 ROOF 14D 0.01 0.90 5.0 PIPE INFORMATION 12 1 117.00 1 4.70% 1 435.50 430.00 12 1 73.25 1 7.74% 1 430.00 1424.33 12 1 78.75 1 6.67 % 1 403.75 1398.50 12 1 84.75 1 5.31 % 1 398.50 1 394.00 12 1 70.50 1 5.67°Aa 1 424.00 420.00 12 1 78.00 1 10.26% 1 420.00 1 412.00 'TIONS IN INFORMATION MATERIAL INLET NPE ___RIM HDPE 12in Yard Inlet 434.00 - HOPE 12in Vard Inlet 428.33 - 12in Yard Inlet 1 402.50 HDPE 12in Yard Inlet 399.00 HDPE \ HDPE 12in Yard Inlet 424.00 HDPE 12in Yard Inlet 1 449.00 12 1 88.50 1 4.52% 1 445.00 1441.00 1 HDPE I 12 1 47.75 1 2.7 1 435.33 1435.00 1 HDPE 12in Cleanout 440.00 12 1 13.75 1 7.27% 1 435.00 434.00 HDPE 121n Cleanout 1 440.00 12in Cleanout 424.00 12 63.50 3.28% 418.83 416.75 HDPE 121n Cleanout 422.00 12 1 45.00 1 1.11% 1 416.75 1416.25 1 HDPE 12 1 8.33 1 2.04% 1 419.00 1418.83 1 HDPE I r1 \ \\I I \ I 60B \ \1�1 \ 1 'III II I. �II ���♦ � ♦ ! tg /B //// j///�i�7/// �/////l�ll/// �/ /%//�� / j////jj///i// ij////%///i//j// //,i � ,'/ / �\///�// �r YDBB 30 DRAINAGE DESCRIPTIONS 62B 62 0.33 0.7s \\ 1 \ \\ PIPE INFORMATION INLET INFORMAT 3zB $TR. NO. DIA. LENGTH' SLOPE INVERT INVERT CurbT V A\ 64D 64B 0.36 0.7 /I I I I I =_/ �(\♦ - P ��// // � / /// /// // /// ��I'(I�C �� / //�\ //// /// (in.) (ft.) (%) IN OUT MATERIAL INLET TYPE TYPe 1 I } /f j (Iti / / / /// / / / / / as D136 CG-6 , 64B 64 0.45 0.7 I ,,l� °i3"-5B i¢ /llr �v G /// // �/ // / %\� / ( I IIII�i}:A�I r - j / /// /� ///// /// / / 4A 15 40.24 0.57% 350.33 350.10 RCP �'_y (�i/i f / �h� %/////l ///% / / / / /� / / / / /ii 78B 78 0.19 0.75 \\\\\I\ 1 , I'' \ •/ /.) ,.( q 7a 76 o.2z o.7s I 11 1 /� / /// /// /// /// L�PHIkCA ° 1 I x. / / 3 15 117.35 3.83 /° 350.00 345.50 RCP / I I III 64D 64B 0.36 0.7 111 I iI 1 �/ J l 11 / / I III 64B 64 0.45 0.7 YID-6A / ... r.'.- �/ / I �. 26B 1 I 78B 78 0.19 0.75 ,��"/ ///I'�1-�� / / /// / r///w✓, /�/,////////// //`//// ///////� // / l/ l ((IN FEF ///�/ // / ///.� / /j///% /,// 26A 15 39.69 1.00% 435.92 435.52 RCP 78 76 0.22 0.75 .1 '_ / / /- // r/ ////// / T( Il}'� //j j%C /l 2s / I / i / J / / / / / // / I // / / I inch 1 fit. / /i / / // �// // / r n l / 25 15 35.73 1.18% 435.42 435.00 RCP 7 6 7 0 0 .3 5 0 .7 5 f \ I swM / - // / // / / / I � / / za6 / /// / , /// / \ // // //ii/// // /i l l // FACILITY / / / // / 24A 15 35.01 1.20% 433.67 433.25 RCP / / /i// 11 76B 76 0.16 0.75 '.� / / '� I / / / / / ///� / // /l/�� 23 30 3872 1.06% 431.58 431.17 RCP / i / / //r / YD-1L YD-1K 0.07 0.6 ': � V 1 4'� / / ./� ////// // / //I // //ll \ \ ( 1 i r / / /�c/////// // / 22 wsr , / /Ill/ \ 76 7 0 0.35 0 .7 5 \� / 7 6 B 76 0 .1 6 0.75 i -1L YD-1K 0.07 0.6 / YD-1K YD-IJ 0.07 0.6 - .}\�\� '// \\�I\`\ YD _� Y D A J Y D -11 0.08 0.5 YD-1[ YD-1H 0.07 0.6_-__- .-. '•"` YD-1H YD -lG 0.08 0.6 ^ ° - -- ---"-DFS1 NYEAR- 10 I 15 30 161.92 1.24/° 1 392.25 390.25 RCP Y D AG Y D A F 0.08 0.5 STORM SEWER NEFWORK HYDRAULICC4RADELINE INLET CALCULATIONS SPECIAL I 14 _ Y D AK Y D - I J 0 .07 0.6 "_ .. _ .. .. _ .. I 13 30 1 37.14 1 1.13% 1 386.00 1385.58 1 RCP YDAJ YD-lI 0.08 0.5 _.._ _ _. ..... I 12B y= Y D -1 I Y D- I H 0 .07 1 0.6 \ I}\\\ \ 1\\\\\ \\ \\\\\ I l \ \ l \ 1l 11J / 1j11 �/� l�` - Zl �\ \1 // Y D - I H Y D - I G 0 .0 8 0.6 ROOF 15D ROOF 15C 426.00 421.55 156.00 0.0285 8 HDPE \ \ Y D - I G Y D -1 F 0 .08 0.5 ROOF 15C ROOF 15B 421.55 421.00 55.00 0.0100 8 HDPE YD -IF YDAE 0.07 0.6 Y D A E Y D AD D 0 .1 1 0.6 ROOF 15B ROOF 15A 421.00 420.58 85.00 0.0050 8 HDPE Y D AD Y D -1 C 0 .1 2 0.6 ROOF 15A 68B 420.58 420.52 12.00 0.0050 8 HDPE Y D- AC YD AB Y D- I B YDAA 0 .0 8 0.09 0.6 1 0.6 Y D -1 F Y D -1 E 0 .07 0.6 ROOF 14E ROOF 14D 407.00 405.50 62.00 0,0242 8 HDPE Y D A E Y D- AD 0 .1 1 0.6 ROOF 14D ROOF 14C 405.50 405.25 50.00 0.0050 8 HDPE YD AD YD - IC 0.12 0.6 ROOF 14C ROOF 14B 405.25 405.19 12.00 0.0050 8 HDPE YDAC YD-1B 0.08 0.6 YD-III YD -lA 0.09 0.6 ROOF 14B ROOF 14A 405.19 404.88 62.00 0.0050 g HDPE Y D AA Y D -1 0 .1 3 0.6 ROOF 14A 40 404.88 404.77 22.00 0.0050 8 HOPE 1 1 406.75 1 VA VA i �i r 30 1 26.61 1 0.94% 1 382.58 1 382.33 1 RCP 30 1 90.21 1 1.11% 1 368.33 1 367.33 1 RCP HDPE 12in Yard Inlet 1 424.17 18in Yard Inlet 1 385.00 COMMENTS I\ DII I CG-6 1 10 1 357.33 1 VDOTSTD. II REQ'D DII 1 CG-6 1 12 1 442.92 1 VDOT STD. IS-1 REQ'D MH I CG-6 I - 1 440.67 1 VDOTSTD. IS-1 REQ'D DII I CG-6 1 6 1 437.67 1 VDOTSTD. IS-1 REQ'D DI-36 CG-6 10 418.33 1 VDOTSTD. IS-1 REQ'D DI-36 CG-6 10 408.42 VDOTSTD. IS-1 REQ'D _ DI-36 CG-6 10 395.25 VDOTSTD. IS-1 REQ'D \ \ DII CG-6 8 391.33 VDOTSTD. IS-1 REQ'D \ DI-36 CG-6 10 391.25 VDOT STD. IS-1 REQ'D \� MH WA - 388.67 VDOTSTD. II REQ'D DII CG-6 10 381.42 VDOT STD. IS-1 REQ'D 6B I I I MH WA - 373.00 1 VDOTSTD. II REQ'D 6A 36 89.73 1.20% 360.50 359.42 RCP DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STIR. NO. DIA. (in.) LENGTH' (ft.) SLOPE (%) INVERT IN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 14B DII CG-6 10 395.33 VCOTSTD. II REQ'D 14A 15 39.68 1.26% 388.33 387.83 RCP 16B DI-3B CG-6 10 408.42 VCOTSTD. II REQ'D 16A 15 39.70 1.26% 401.33 400.83 RCP 20B DF3B CG-6 12 428.67 VCOTSTD. II REQ'D 20A 15 39.96 1.05% 421.42 421.00 RCP 44B DI-313 CG-6 16 424.00 VDOT STD. IS-1 REQ'D 44A 15 33.21 1.51°/ 417.50 417.00 RCP 44 DF3B CG-6 14 423.67 VDOT STD. II REQ'D 43 15 100.59 2.81% 415.50 412.57 1 RCP 42 DII CG-6 10 418.33 VDOT STD. II REQ'D 41 15 101.08 3.96% 411.00 407.00 RCP 40 DI-36 CG-6 10 413.00 VDOT STD. II REQ'D 39 15 97.20 3.00% 404.67 401.75 RCP 38 DI-313 CG-6 8 407.83 VDOT STD. IS-1 REQ'D 37 15 134.39 2.49% 398.67 395.33 RCP 36 DI-3B CG43 10 400.67 VDOT STD. II REQ'D 35 15 54.41 2.76% 392.50 391.00 RCP 34 MH N/A - 397.42 VDOT STD. II REQ'D 33 24 75.13 1.33% 390.17 389.17 RCP 32B DI-3C CG-6 12 391.50 VDOT STD. II REQ'D 32A 15 146.31 0.50°/ 385.58 384.65 RCP 32 DI-3B CG45 6 395.50 VDOT STD. II RECID 31 24 32.9I 1.28% 384.75 384.33 RCP 30 DI-3B CG-6 8 395.50 VDOT STD. II REQ'D 29 24 37.82 1.32% 379.75 379.25 RCP 366 DI-3B CGE 10 401.00 VDOT STD. IS-1 REQ'D 36A 15 33.13 0.75% 394.25 394.00 RCP 40B DI-3B CG-6 12 413.17 VDOT STD. II REQ'D 40A 15 32.96 1,51% 406.58 406.08 RCP 54B DI-3B CG-6 12 440.92 VDOT STD. I8-1 REQ'D 54A 15 32.78 1.05% 434.17 433.83 RCP 54 DI-3B CG-6 12 440.83 VDOT STD. IS-1 REQ'D 53 15 169.27 3.84% 429.75 423.25 RCP 52 DI-3B CGFi 10 ------ VDOT STD. II REQ'D 51 15 143.45 2.96% 416.58 412.33 RCP 50 I DH3B CG-6 10 417.83 VDOT STD. II REQ'D 49 15 150.62 2.32% 404.33 400.83 RCP 48 DI-3B CG-6 10 405.50 VDOT STD. II REQ'D 47 18 153.08 2.12% 395.50 392.25 RCP 46 DI-3B CG-6 8 398.75 VDOT STD. II REQ'D 45 24 59.02 1.14% 390.42 389.75 RCP 46B DI-3C CG-6 6 398.75 VDOT STD. II REQ'D 46A 15 32.70 1,01% 392.08 391.75 RCP 48B DI-3B CG-6 10 406.00 VCOTSTD. II REQ'D 48A 15 33.58 0.98% 399.00 398.67 RCP 50B DF3B CGS 12 a11.83 VDOT STD. II REQ'D 50A 15 32.67 1.29% 411.25 410.83 RCP 52B DI-3B CGE 12 430.00 VDOT STD. IS-1 REQ'D 52A 15 32.77 1.00% 423.00 422.57 RCP 74B DI-3B CGS 10 445.67 VDOT STD. IS-1 REQ'D 74A 15 39.70 1,06% 438.67 1 438.25 RCP 74 DI-3B CG-6 10 445.67 VDOT STD. II REQ'D 73 15 37.06 1.08% 438.67 436.27 RCP 72B MH N/A - 443.75 VDOT STD. II REQ'D 72A 15 32.71 1.22% 436.17 435.77 RCP 72 MH N/A - 443.75 VDOT STD. II REQ'D 71 15 211.51 1.26% 435.67 433.D0 RCP 70 DII CG-6 10 437.67 VDOT STD. IS-1 REQ'D 69 18 106.93 1.87% 425.00 423.00 RCP 68B DI-313 CG-6 10 427.17 VDOT STD. II REQ'D 68A 18 32.62 2,05% 420.42 419.75 RCP 68 DI-313 CG-6 8 427.00 VDOT STD. IS-1 REQ'D 67 18 90.89 2.01% 417.00 415.17 RCP 66 DI-3B CG-6 8 419.50 VDOT STD. II REQ'D 65 24 35.87 1.62% 413.33 412.75 RCP -. I I I I DI-3C CG-6 6 417.25 VDOT STD. II REQ'D 63 24 86.19 1.54% 409.50 408.17 RCP 62 DI-3B CGb 8 414.00 VDOT STD. II REQ'D 61 24 57.56 1.44% 407.50 406.57 RCP 60 MH N/A - 412.92 VDOT STD. II REQ'D 59 24 76.97 1.85% 404.67 403.25 RCP 58D MH N/A - 410.00 VDOT STD. II REQ'D 58C 24 34.97 2.63% 397.92 397.00 RCP 58B MH N/A - 406.00 VDOT STD. II REQ'D 58A 24 50.93 2,79% 392.00 390.58 RCP 58 MH N/A - 396.50 VDOT STD. II REQ'D 57 24 26.17 2.87% 380.25 379.50 RCP 60B DI-3C CG-6 10 412.17 VDOT STD. II REQ'D 60A 15 61.01 1.23% 406.50 405.75 RCP 62B DI-3B CG-5 12 414.50 VCOTSTD. II REQ'D 62A 15 32.69 1,01% 408.00 407.57 RCP 64D DI-3B CG-6 12 418.42 VCOTSTD. II REQ'D 64C 15 32.70 0.98% 411.67 411.35 RCP 64B DI-3B CG-6 14 418.42 VCOTSTD. II REQ'D 64A 15 46.14 1.08% 411.25 410.75 RCP 78B DI-3B CG-6 12 440.50 VCOTSTD. II REQ'D 78A 15 32.80 1.22% 433.75 433.35 RCP 78 DI-3B CG-6 12 440.42 VCOTSTD. II REQ'D 77 15 145.13 2.07% 433.25 430.25 RCP 76 DI-3C CG-6 8 436.67 VCOTSTD. II REQ'D 75 18 53.33 0.94% 429.50 429.00 RCP 76B DI-3B CG-6 8 436.67 VCOTSTD. II REQ'D 76A 15 33.58 1.19°/ 430.00 429.80 RCP +�1 //Ili//I//11\ 111}VA VAII Ir I I Il 1%/IIIII ''.� ;�- ////l/IIII l/ll 111 i SCOTT/R. C1!'LLINSZ Lic. No. 035791,1, p 09/12/22 �1 N N L1J O O N N W ON O O LO M M N M N 0 N N 111 (N W Q w J J U) W O NJ z U w LU Ul CO LU CO JLU ~ J ran V O O N LU 1 J U) Z z O LL g J ,--I U 06 o-6 T� c U Q z I� _j W J 0 �0� W LU FF_ JOB NO. 182150 SCALE 1 Ill=100' SHEET NO. 24