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Home My WebLink AboutZMA201900004 Plan - Submittal (First) Zoning Map Amendment 2019-04-26a w � 0 BREEZY HILL REZONING2 W.. 2 N fn O �� Om Locc"v ZD QL Q () ir GNRADV OMNT LANO U @ Z OU wo ADJACENT PARCEL INFORMATION cc? > z Q U Q 0 W GIULIANO, GORDON R JULIANNE M JACKSON MEANS, G NEIL & SUSANL ROARK MEANS,OR TRUSTEES OF SUSAN L ROARK TRUST -j N ? :.' 4 3817 RICHMOND RD KESWICK VA, 22947 PRESENT USE: RESIDENTIAL 3815 RICHMOND RD KESWICK VA, 22947 PRESENT USE: RESIDENTIAL Q Q � W = \® Z O U rn OWNER INFORMATION v` 'aoP►0 F - �``. 08000-00-00-OMAO TRUSDEVTEES OF DEVA& DVROTrn S DEVALL 09400-00-00-00700 C/O KAR NREY ANDERRSON�AL Q M > c 09400-00-OD-OOIAO 09 AO SHADWELL 3• I+ o� 24 BROUGHAM RD PALMYRA VA 22963-2713 1401 VINE STREET CHARLOTTESVILLE VA 22902 0 LL uj CARROLL CREEK PROPERTIES LLC BREEZY HILL AT KESWICK LLC �_ PO BOX 40 1255 INGLECRESS DR IVY VA, 22945 CHARLOTTESVILLE VA, 22901 _ ; USE: VACANT PRESENT USE: RESIDENTIAL -. _ y ' X 09 09 CO KE CK CARROLL CREEK PROPERTIES LLC HAWKINS, CLARENCE MI NTRY CL PRESENT USE: RESIDENTIAL Al GOODE, TOBY L OR JOAN P 301 MEADE AVE CHARLOTTESVILLE VA, 22902 PRESENT USE: RESIDENTIAL PRESENT USE: RESIDENTIAL 09400-00-00-007AO HAWKINS, CLARENCE M & BEATRICE 1474 RUNNING DEER DR KESWICK VA, 22947 lL ? w o (/� U N O z C?PRESENT MM rz ccrn F� CL w O , W 't � ..., Q T � PO BOX 40 OR BEATRICE B IVY VA, 22945 1404 RUNNING DEER DR PRESENT USE: VACANT KESWICK VA, 22947- '� � � � � � ..., l9 0 1 # . � BO MEANS G NEIL & SUSAN L ROARK PRESENT USE: RESIDENTIAL 09400-00-00-007BO (W w Z O Lu 2 O PRESENT USE: RESIDENTIAL 09 CARROLL CREEK PROPERTIES LLC 09 - r' '-� TRUSTEES OF SUSAN L ROARK TRUST 3815 RICHMOND RD KESWICK VA, 22947 HAWKINS LARRY R 1474 RUNNING DEER DRIVE KESWICK VA, 22947 a PO BOX 40 KIMCO LC IVY VA, 22945 1510 EAST HIGH ST,5 PRESENT USE: RESIDENTIAL CHARLOTTESVILLE VA, 22902 _ Fes, ' :! # -� PRESENT USE: VACANT / AGRICULTURAL PRESENT USE: RESIDENTIAL 09 DO REVISIONS PRESENT USE. RESIDENTIAL 11, G ENMORE + MILLER, FLORENCE EST JOHN L & MARY R KUNDZINS C/O ALEXNDRA BURRUSS 1450 RUNNING DEER DRIVE OKIMCO '= WAYi �l` O LC 09400-00-00-048A0 1510 EAST HIGH ST KIMCO LC CHARLOTTESVILLE VA, 22902 1510 EAST HIGH ST - — I TROY + • `= rl 1940 OLIVER CREEK VA, 22974 PRESENT USE: RESIDENTIAL KESWICK VA, 22947 PRESENT USE: RESIDENTIAL PRESENT USE: VACANT CHARLOTTESVILLE VA, 22902 PRESENT USE: VACANT{f "ALL a • " # 08000-00-00-063A0 THOMAS, WILLIE C OR RUBY S 09400-00-00-008EO EWERS PATRICIA A 1454 RUNNING DEER DRIVE PARCELS ARE ZONED RA.s= ? _, - a►� a 829 HARRIS RD CHARLOTTESVILLE VA, 22902-6468 PRESENT USE: VACANT KESWICK VA, 22947 PRESENT USE: RESIDENTIAL a } s �' BO 09 FO WASHINGTON, ALICE BOYD DEVELOPER ¢ = — MILLS, CURTIS V OR JOYCE RICHMOND D4ROAD 1458 RUNNING DEER DR KESWICK22947 SOUTHERN DEVELOPMENT CHARLJE ARMSTRONG4 170 SOUTH PNTOPS DRIVE - ` - x O f r BREEZY ! 4SWRIC PRESENT USE: RESIDENTIAL USE: RESIDENTIAL 09400-00-00-046A1 CHARLOTTESVILLE, VIRGINIA 22911 yy r HILL �` ANDERSON, WILLIE C & BETTY E KIRBY, RONALD LEE & PROPOSED R4 46. r Q` # ANDERSON CO -TRUSTEES OF THE ANDERSON LIVING TRUST 503 VICTORIA WAY DENNA DEHOOGE KIRBY, TRUSTEES 1385 RUNNING DEER DR KESWICK VA, 22947 PRESENT USE: RESIDENTIAL DATE APRIL 23, 2019 DEVELOPMENT STANDARDS r f �P r'n' . y f l FRIENDSWOOD TX, 77546-4959 PRESENT USE: RESIDENTIAL 09 A2 KIRBY, WILLIAM M, VICKI S KIRBY, KIRBY, TRS SETBACKS: AS PER SECTION 4.19 OF THE ALBEMARLE COUNTY CODE MINIMUM LOT SIZE: 7,260 s.f. (BONUS LEVEL, , ti0 I i ORE K 90 1� # � I ION � °W~ � �-+ l _ _ - AO THOMAS, ANTOINETTE R OR WALLACE C 829 HARRIS RD 435 RUNNING DEER KESWICK VA, 22947 PRESENT USE: RESIDENTIAL CONVENTIONAL DEVELOPMENT) OPEN SPACE: 2596 MINIMUM °� RIVANNA - - - J "#Fl� RNER y # `, _ PRESENT USE RIESIDENTIA ANDERSON, OLIVER 6111 OMAR CT OCARTER E DALL A OR TANYA Y 1304 RUNNING DEER DR KESWICK VA, 22947 PRESENT USE: RESIDENTIAL APPROXIMATE AREA SUMMARY , '� °� � � _ 1 � �_ � � UPPER MARLBORO MD, 20772 PRESENT USE: RESIDENTIAL 093A4-00-00-000Jo 09400-00-00-047AO CARTER, , TANJAY OR KENDALL A APPROXIMATE BREEZY HILL AREA: 84 AC. 100.096 IF ' ~�*R GLENMORE COMMUNITY ASSOCIATION INC PO BOX 93 KESWICK VA, 22947 PRESENT USE: GLENMORE 1340 RUNNING DEER DR KESWICK VA, 22947 PRESENT USE: RESIDENTIAL APPROXIMATE AREA IN LOTS: 43 AC. +/- 5196 APPROXIMATE AREA IN OPEN SPACE: 18 Ac. +/- 2296 � - SECTION Q2 OPEN SPACE 093A4-00-S5-00OH5 09400-00-00-049BO PAMELA WILLINGHAM 1360 RUNNING DEER DR KESWICK VA, 22947 rI �/ Z APPROXIMATE CONSERVATION AREA: 11 Ac. +/- 13% t, - 'ter O — PIEDMONT NEIGHBORHOODS LP 11710 P VA 20190 ICA DRIVE STE 1100 PRESENT USE: RESIDENTIAL 09400-00-00-049CO z APPROXIMATE AREA IN RIGHT-OF-WAY: 12 Ac. +/- 14% t - f - I l PRESENT USE: GLENMORE SECTION S5 OPEN SPACE 09 POWELL, MICHAEL W & BRENDA H POWELL 1" RUNNING DEER DRIVE Lu Z `O (D I �1 uj a[ .5 - }z - MEANS, G NEIL & SUSAN L ROARK TRUSTEES OF SUSAN L ROARK TRUST 3815 RICHMOND RD KESWICK VA, 22947 PRESENT USE: RESIDENTIAL w T > i co z DEN ITY L T NT S / O CO U x - r-- 1 --` �� KESWICK VA, 22947 PRESENT USE: VACANT J 0 J U GROSS DENSITY/LOT COUNT SHALL NOT EXCEED THE PROFFER L FI u va na CO PARCEL 093A4-00-0o-0013JO, GLENMORE SECTION 92 OPEN SPACE, IS ZONED PRD. AIL W co J ALL OTHER PARCELS ARE ZONED RA. O Q w w o o� PROPOSED TRAIL SPECIFICATIONS TYPICAL SECTION (ALL ROADS) N.T.S. � SHEET 1 ®® ®__® COVER SHEET TRAILS ARE TO BE CONSTRUCTED TO THE ALBEMARLE 53' PUBLIC R/W COUNTY DESIGN STANDARDS MANUAL CLASS B, SHEET 2 ------ EXOS7 NO CONDITIONS TYPE 1, PRIMITIVE NATURE TRAIL STANDARD RAW / R/W SHEET � _®®_-®'VI VILLAGE ®F R�VAN NA SURFACE: EARTH 3 . 4 CONCRETE ESI VDOT ST'D _ p y CG�6 VDOT ST'D 1 CG6 3 1 MASTER PLAN TURN LANE WARRANTS FILE NUMBER MIN. WIDTH: ENOUGH TO MARK LOCATION 3 :1 3 1 p�� q� ��p� SHEET 4 _®®_m® OVERVIEW %�C SWWM PLAN 487 DESIGN ALIGNMENT: 20% MAXIMUM GRADE (THIS IS A MINIMUM IMPACT NATURE TRAIL) 1' 5' 6' 10' 10' 8' 6' 5' 1' SHEET 5 ------ LAYOUT & GRADING PLAN OTHER DESIGN CONSIDERATIONS: TRAIL BREAKS CONCRETE PLANT 0 5 ' TRAVEL LANE TRAVEL LANE PARKING PLANT CONCRETE TO PREVENT EROSION, WITH FOOT BRIDGES OVER SIDEWALK STRIP LANE 0.5' STRIP SIDEWALK MAJOR OBSTACLES 22.5' 30.5' SHEET 6 ------ LAYOUT & GRADING PLAN SHEET ® ® 1/6 Q:\NMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\CONCEPTUAL LOT LAYOUT.pro T P 8 -59133 . ' TMP 80 \ 60 ` TMP 80-49A 60 \\ \ z w �' O Mai � U Lu (0 c°�I m \ 80-59 _ - - - 40 co .340 Z O Q Q — oC CL LL o T P 8 -56B , \ o \ ` ' = SCALE 1150 TMP 80-63 \ \ 150 75 0 150 300 I / / OT% SCALE IN FEET TM 80- \ F` \ 380 TMP 80-56B \ \ �F J c J Z OC N � Q � Q t,C) Ua) ' N � (A O 320 \ , I ITMP94 -1 � �;. ,' ,:,;,' %` �,340 ,�/ ,\\ � GLEMOREYEAR ull SECTION S5 / \ 00 PLAN - `\ �' cc 02 ) z J L� � � �> z o O n Lu � W , I RESIDUE , / ' —�lw MP 80-5 T P 8 3B T \^ \ ,� \o � \ \�� P 80�6A1 Tmp 5Z (� z O si 0 YEAR ' % Pts TM 80 i�\ \ _\ TMP 4 4 PROPERIYLINE ALONG /• \ � , ' _ ` � \ \ REVISIONS / ^ CENTERLINE CARROLL CREEK o \ „ ,�_ \� T 8 GLENMORE \ I TM P ' SECTION S5 ) �� / 340 \ /7\ moo` ` \ e G \ ' 32 OF SLOPES OPAL TMP 80-65 EMORE L/ �'/ \ ) ' / � / \ / T ; ,' � v/ \ l S CTTON 55 / \ \� \\ DATE /400 00 ; \ \� _ _ _ _ _ _ _ OPEN SPACE Q I BUFFER ' \ / \CAR OLL \\ A P X. 0 AR CRE�K L 0 P 94- A '% TMP 9 -� ` / �G 94-47 TM P 94-45 APRIL 23, 2019 SCALE „ , TV\\ / � 380 30B. R/81 EXISTING _ / �o D. \ , SANITARY SEWER ` \ I \ B. EMENT , / �. `�6 - /6 20 ' EASE 877 p. 24 (plat) a \,, — CONTOUR INTERVAL \ Ao \ \ \ •. o it j 4-8 \ ,' - ' GLENMORE I CARROLL MP;9 -5r I \ 4-47A SECTION S3 / CREEK\ _ ITI 4 FEET 60/ _ �/ \\ _ �3 , . SLOPES I I - _ _ _ / T 94-46A / 38o -twir � 420 ,� /__— 1 TN�F TMP94-49C ' TMP _- �^, - / V --- _ _: - ---_---___---__, \ TMP93A4H2 ` 0 --- -- ------ --- i `}�F-48A / / .� /� z \ I ` GLEMORE SECTION S1A I I � TMP 3� - - - - - \ OPEN SPACE I I T Z O _ tioA \ \ R srR P 4- C 94- \ j��RF N U ED I' ' z W Z z sER _ /' �c�%; `, C ICAL , ' 59� Fss phi RE .ONIN , , Q TMP 93A4-S1-25 360 \ S TMP 94-8 �,� w` l \ T P 9 7A TMP )A- rTr$MJA. YEAR , , \ - Qo � ,I � �� , \R• , , • J O J U � � TMP 94-8E TMP 9 1 , H� � i L MOR T ` 340 \ o NS NE �92 \ � T q4- �qT E _ I - -- --- _ --- / o \ TMP 94-9 TMP 93A4-JGLEMORE - - - / 20 ,' P 94 46A 1 L SECTION Q2 - qo0 SECTION 02-" _ — _ _ - _ 94-8D - - �- _ OPEN SPACE / / � ' � - - _ /' 340 360 T IP 94- EXISTING / MP 9 - 94 1 \ \ SANITARY SEWER TMP 6 -Q2-7 I\ ' �� 400 \ \ _ 20 ' EASEMENT 93A4 \'J / FILE NUMBER ' TMP j 93A4-Q2-8 s TMP 93A4-J 1` i \ � TMP �- % \ / \ 93A4 Q2-6 GL EMORE SECTION 02 OPEN SPACE TMP 487 \ ` EXISTING _ 93A4-Q2-9 SANITARY SEWER \ I / - ' / - - _ _ \ ' - \DOWNING CT. 20 ' EASEMENT \ TMP 94 57 - / � _ PRIVATE , , /\/ �-_ SHEET S / Q:\NMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\2019 REZONING PLAN.pro VDOT T Entrance Design Project: Breezy Hill Subdivision Location: Albemarle County, VA I)ate: ORIG 10-Jun-13 Description of Existing Use: Unimproved, rural farmland Pr SFD Residential Subdivision Connecting Roadw US250, Richmond Rd. (Rt 22 to Fluvanna Co. Line) Link ID. 070228 jw ggrcfional Classification; Rural Major Collector (Source: VDOT website) ig0 Sept. 55 mph (Source: Posted) Trip Generatloi3sITE PM Peak % PM % PM Total PM PM PM Code Quantl Units Period Rate in out VPO! er VPD Peak tries In Out Source Existing N/a N/a N!a N/a N/a N/a N/a N/a N/a N/a N/a N/a Current Proposed Reside 210 197 SFD homesites 1,01 630/6 37% 9.57 1885 199.0 _ 125 74 ITE 8th Ed. 0.€3 0 U iTE 8th Ed Future 210 16 SFD Homes 1.04 63% 37% 9.57 1 153 16.6 10 Fz Proposed Total FU38 gas t36 f#0 East= 40% (Estimated by TCS) Rt. 250E toward Fernciiff Richmond East= 815 _6 � 8 54 32 Wes#= 809�n (Estimated by TCS) Rt. 25OW toward Zions, Cville, 1-64 West= 1223 1 12 82 48� RuchY4lumit (Estimated by TCS) Residential only East= f3 1 1 0 West= 12 1 1 0 Existing Highway Traffic Source: VDOT, 2011. "Annual Average Daily Traffic Volume Estimates By Section of Route" from VDOT website, spreadsheet line 7649 Highway: US250, Richmond Rd. (Rt 22 to Fluvanna Co. Line) Link ID, 070228 AADT= 5000 VPD 2&4 Tire Vehicles= ` 94% or 4700 VPD Directional Factor (D)= 0,7490 or 3745 VPD in referenced direction Eastbound Peak Hour Factor (k)= 0.1057 or 529 VPH Leff Turn Analysis Westbound is Advancinq direction Design (posted) speed= 1 55 posted at 55 MPH AADT= 5000 (see above) Peak Hour (K)= 0,1057 (see above) Peak Hr. Volume= 529 (AADT x K) Advancing Directional Factor (Da)= 0.2510 Percentage approaching site In direction requiring left turn into site Advancing Volume= 133 (AADT x K x Da) Opposing Directional Factor (Do)= 0,749 Percentage approaching site in direction requiring right turn into site Opposing Volume- 396 (AADT x K x Do) Left Turn %= 41 % (PM -in trips from Advancing direction (see Estimated Splits above)) Using 40G _ VPD opeosing volume, and 54 Left turns into site an advancing volume= 1175 VPH is the warrant figure requiring a left turn lane Therefore, No left furry lane is required. (Ref. VDOT, See chart) Right Turn Analvsls Easftaaund is Advancing direction PHV Approach Total= 396 Peak hour volume approaching site in direction requiring right turn into site PHV Right Turn Volume= 92 (PM -in trips from Advancing direction (see Estimated Splits above)) Using 400 VPD approach volume, and 85 Right turns into site Full Length Turntraper is Required. (Ref. VDOT, See chart) [pterglrtIgnal ; Rft is na: (Source: VDOT Access Mgmt Rags, App. F, Table 2-2) 4a5 ft. minimum Center to center spacing from other full access entrances 600 ft. to Nearest ex. intersection East of proposed (Estimated by TCS from QUAD) Sight Qistances: (Source: VDOT Access Mgmt Regs, App. F, Table 2-2 Design Speed= 55 mph (Use Posted) intersectional Sight Distance He 3.5% Ho= 3.5') Available SDR= 637 ft. (Field verified,RGA 07MAY13) Available SDL= 1000 ft. (Field verified,RGA 07MAY13) Required S.D.= 610 ft. (Source: VDOT Access Mgmt Regs, App. F, Table 2-7) Intersectional SDR is €)KI Intersectional SDL is OK! Stopping Sight Distance (Hea 3.5' Ho= 20) AvailableSDR47 ft. Unchecked Available SOL= it, Unchecked Required= 495 ft. Along Highway for vehicle stopped for left turn (Source: VDOT Access Mgmt Rags, App. F, Table 2-5) Left Turn Warrant Chart Breezy Hill Subdivision 10-Jun-13 WARRANTS FOR LEFT -TURN LANES ON TWO-LANE HIGHWAYS iDVANGiNG VOLUME VPH OPPOSING, VOLt. ME �a�� 10% 20% 30% EE1 TUFT S i EFT TURNS LEFT T URtZ LEFT TURN 40-MPH DESIGN SPEED' 800 330 24£l 180 160 1300 410 305 225 200 400 510 380 275 245 200 640 470 350 305 100 720 51.3 390 340 50-hiPH ODES IGN SPEED' 800 280 210 1635 i.35 600 350 280 195 170 400 430 320 240 210 200 55d3 400 300 270 100 615 445 335 295 6QWPH DESIGN SPEED' 800 230 170 '125 115 600 290 2,10 160 -400 36J 270 200 ;75 200 4:50 3 o 25+0 .1 100 505 370 275 240 1 OPPOSING vouna tM ----------- — .__._—_--_.-__._.._-----_._ ----_ Example: Two-lane highvtay with 40-MPH operating speed Opposing Volume (VPH) - 600 Advancing Volume (VPH) - 440 Left -Turn Volume (VPH) - 44 or 100% of Advancing Volume TABLE 3.1 With apposing volume (VPH) of 600 and Source: Adapted from 2004 AASHTO 10% of advancing volume (VPH) snaking Green Bonk, Page 665.. Exhibit 9-75 left turns, and advancing volume (VPH) of 305 or more will warrant a left -turn USE DESIGN SPEED IF AVAILABLE, lane. IF NOT USE LEGEL SPEED LIMIT. 55 Design speed 400 Opposing Volume (VPH) to left turn 41 % Left Turn % Right Turn Warrant Chart Breezy Hill Subdivision 10-Jun-13 120 100 i so 9 S 40 r� im 100 200 300 400 Soo 600 700 PHV APPROACH TOTAL. VEHICLES PER HOUR Appropriate Radius required at all Intersections and Entrances (Commercial or Private). LEGEND PHV - Peak Hour Volume (also Design Hourly Volume equivalent) 400 Peak (VPH) Advancing Vol. 85 VPH Right Turn 5 732 15 GKIFe� �r r 4 d f ,r r, r r f I � I� �-- SHWL 731 r-� rk, . �} � 9 6 MY T-ON � r i,HEIgHT9 ter" fir+ 1 LTn , 1 1F rl ,fir r :r r r` {rr 11 l 7 99 C:) •--, r - J FI r �r I f I YES �J LRS OAS I S I Y4 l R F r' 4 ) Jr oI l � 1 I 'KESWJC 744 TkTES a� I 4 '4 4 rf�r 5'l BREEZY? ' HILL 1 f 7L -1 4" - 1 � ''Ll err Ir, 44; , ri fh.F 1 __4 b f r }`r Bog 2y �r '' rr { rr } k r Ir ti 53 l41 1 11� i I� •1� 4�,' 4 44� L •� I 5� ts� o KI s 5, L44. J �f. ( f� 1 4 , -- 1 r- { r AT 3EAL4RU COUNTY VIRGINIA LAND USE PLAT MAP 1H VIU A F OF FJVA 4A LDC>i 1ED,. JUKE 1996 CD&SiL1NrlY SERVIE PAM AND GREEMAYS IIIDUSTIM SUV>M TOWN CENM IN87=0NAL TRANSMONAL ..w L SERVICH 0FFXZ2WX*ML SRVM ® a Trr AR ,'yam SPAM DE751'T'1r --- NMHBCWIM } URBAN Jam 3-6 DU RP H0�]I+IDARB� RAMNIMMOM V.9-34 DUA WA 1KC06Y0RA1W MWN Z23� NUGHBORHOW ORCOY COUD+iTY BOUNDARY7 EqTERgEATE I-RGENAY ROADS RAH.RCAM 2 9I U.S. HIf WAY STREANS f VA. FRDLkRY EffGHWXY i95 VA. SECONDARY EffMWAY I IBPL;1Rf - 9M PRIM 0 11W 29W iM FEET PR U%RKD BY., e r 99AL4 ff R OCffRV4" P 1 — QPOF MAPZM A1M2WQFMAriR R 7.11MI0 Ill — ilifAPRSS+TAf]; , WXfaRY2= ' � a U W � r Q o (0 0) \� NQ Q C ?O 0 cc U o °C W Z OU '° Ill J Z � Q 0 (� w QUQ �w 08 (� J N W cc Q < Lo ZO Urn O M , t11 \\ Q CO O oLL J , L LuX �o ZN W °C rc O W CL W 2 i� ? V! V (� w W 0 O� REVISIONS DATE APRIL 23, 2019 po SCALE N.T.S. Z Z Z Z Z 06 Q OQZ Z N> � W� Q> or ��Z J �� 0 JO WW T W Z Q W '1 Ili Q LU Z WJ � CC - 0 FILE NUMBER 487 SHEET 3/6 O:\NMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\2019 REZONING PLAN.pro 63 LEGEND \ '� T P8 -59TIVIP 80- bu 1 / \ CRITICAL SLOPES ) \ TMP 8 49A \\ w �, 2 4 o W m 360 OPEN SPACE AREA \ 340 N QL Q T 0 ,/ CONSERVATION AREA * _ `, OU - u �OZ CL Z J z \s CONCEPTUAL SWM FACILITY % _ _ _ - _ - CRITOPES \ Y Ra \ \ , \ FLO PLAT o SCALE 1' = 150' / \\ \ 36 150 75 0 150 300 1 CONCEPTUAL PEDESTRIAN TRAIL ,' �\ `tiq \� TMP - 3 I TM 80- x CONSERVATION AREAS ARE TO RUN WITH THE FEMA ZONE A a ��. SCALE IN FEET U Q w Q •. O J cl J Z N �T1 Q Lo F.1..� Q O Z Q UN 0 (100 YEAR) FLOOD PLAIN. ASIDE FROM FUTURE UTILITY I I \ PLACEMENT, THIS PLAN PROPOSES NO NEW DEVELOPMENT / TMP 80-56B WITHIN THESE AREAS. � E HA TMP 94-1rz / / \ 1 DED \ `" -� I GLEMORE \. T 8 56 \\,\ I101 Lu Lu O f1 W LL CC /-' 6�� ,. SECTION S5 �� A' , I RESIDUE � � _N \\� TMP � RESERVEDIFORmp 63B 8 FUCATION , I ` PON DEMA MP 80-56A1 36 G Q � � � zTU O `r TMP 80-63A \ �. lF O W a. ' U PPRO .100 YEA �, 0 YEAR L00 PLA & IMI \ TM 80 FLOOD PLA / F C NSE AT ON \ \ \ \TMP 4-4 PROPER IYLINE ALONG REVISIONS CENTERLINE CARROLL CREEK , IGLENMORE \ SECTION S5 ) ', �J 340 \ 900 \ l \ CRITICAL SLOPE ewe • \ , /\ ' TMP 80-65 MPLEMORE ' ' , '� , DATE \\ \\ � S CI N S5 \ op— , N SPACE Q I / o A APRIL 23, 2019 TMP 94-45 38 \ SCALE 1 " = 150' CONTOUR INTERVAL 4 FEET EXISTING / �60 SANITARY SEWER \ / \�� 6 20 ' EASEMENT \ o � 6 \ , 0 4-47A GLENMORE l CARROLL SECTION S3 CREEK 0 36 _ _ T 94-46A i ` CRI I I SLD — _ -49C ' TMP 94-49B �' / - - TMP 93A4 H2 I NCYGE EMERMEPG W \ GLEMORE SECTION S1A (I J \ OPEN SPACE - I i o \ - SPAC /\ i / Z g F cnl I O 380 BOUN PROXLINE ADJUS T 94- ` I I �' ' 25 • ' ' � SF T P 94-8C 'c`R`�\ C TICAL A� Q`` / W > O W Z Z W �Sp• ESS i '' � TMP 93A4-S1-25 92 I ,� , 360 7MP 94- \ T P 9 ; TS OF 40 ' � l / YEAR � � 0 % 2 U WT W oJC _ TMP TMP 94-8E / L MOP T 340 NS ' - T 94- P�jVg TE NE 42o TMP 93A4-J No / _ _ _ TMP 94-9 �_42o •' ,/ `` \ W 0 < LL W W Q v Z GLEMORE _ON 02` L SECTIONQ2 ___ ,� STORMWATER MANAGEMENT OPENSECTSPACE PACE � � �� _ _ _ , 94-8D / / � / � // NARRATIVE 340 m O V o �, THE PROPOSED SUBDIVISION IS LOCATED ALONG CARROLL CREEK, 3so 4- I �� \ DIRECTLY OFF ROUTE 250 IN ALBEMARLE COUNTY. THE PROPOSED \ DEVELOPMENT LIES WITHIN CHESAPEAKE BAY WATERSHED, AND STORMWATER MANAGEMENT WILL MOSTLY BE PROVIDED BY MODIFYING 94 EXISTING MP 9 - AND IMPROVING EXISTING FARM PONDS. IN ADDITION, EXTENDED �\ TMP , 6A20' EASEMENT 93A4-Q2-7 I �\' 1 �400 ,/ .\ DETENTION BASINS OR OTHER BIO-FILTRATION OR L.I.D. METHODS WILL \ BE CONSTRUCTED ONSITE TO PROVIDE THE ADDITIONAL TREATMENT TMP 93A4-Q2-8 �\ \ / _�_ NECESSARY, BUT NOT PROVIDED UTILIZING THE EXISTING PONDS. FILE NUMBER 487 _,� i TMP TMP 93A4-J SPECIFICALLY, THIS DEVELOPMENT IS COMPRISED OF APPROXIMATELY 93A4-Q2-6 \, \ \ GLEMORE SECTION 02 \ \ , I _ ` _ _ / - - - 84 ACRES OF UNDEVELOPED LAND. PROPOSED WITH THIS ZONING \ OPEN SPACE _, AMENDMENT IS APPROXIMATELY 43 ACRES OF LOT AREA, 12 ACRES TMP \� EXISTING OF RIGHT-OF-WAY, 18 ACRES OF OPEN SPACE, AND 11 ACRES OF 93A4-Q2-9 N SANITARY SEWER I \ CONSERVATION AREA. THE RESULTING CBPA POLLUTANT REMOVAL 6 20 ' EASEMENT \ , / TMP 94-57 ' - - - - REQUIREMENT FOR THIS DEVELOPMENT WILL BE APPROXIMATELY �\ I DOWNING CT. - , 1 / _ - , PRIVATE ' � � .� , � 28 Ibs/year. SHEET 4/6 Q:\NMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\2019 REZONING PLAN.pro L S] W W U) �� ti TMP 80-568 sG� TMP 0-63 _ ---_� _ - \lam \ �. \i '' �\ C W OU Lu p cn QL zu \ APP OX.1 0 YEA TMP 80-5 P AIN \ \ Ili CRITOPE O W z W Z O (n W 2 80 63B SCALE 1 " = 100' i TMP 80-56A 1 1 -- \ / MP 80-56A ULTI-USE \ 100 50 0 100 200 PA TH 01 � w (n J ` N Z oC N �T1 ® Q _ Lo w U N IV� APPROX.100 YEAR SCALE IN FEET T 80- 8 O� FLOOD PLAIN & LIMITS OF CONSERVATION AREA Z TMP 80-63A / �- \ O (� Q I �lI T 1� Q W O ILL ROX.100 YEAR �� ,' FLOOD P MM O n CL W TMP 8 -64A / l ,,, A ? Q � z � O PROPERTY LINE ALONG �F C'y0 YP. 0 ,- CENTERLINE CARROLL C EK qy \ OPEN \ o oy SPACE \ \ / W _ Q a REVISIONS MU I -USE \ 400 PATH \ � ,\ TMP 80-64 CRITICAL � \� SLOPES / — �S�OPISAL \ 0 OPEN UIT SE PA ° SPACE P TRAIL , ( TRAIL q \ QO TYP. / T YP. y,�oyO , - \ DATE APRIL 23, 2019 E C \ \ SCALE ill — i 4-47 L 1 Q \ CONTOUR INTERVAL 4 FEET (EXIST.) 2 FEET (PROP.) I 4-47A b TRAIL TYP. ' ° / / 06 , "` TMP 9 46A _ Q / Z Z0 z CRITICAL s < 8 \ SLOPES / I I , , ` 94-49C I TMP 94-49B ' -' N LL w a: \TMP9 - � POCKET A� , TRAIL I o \ o , , TYP. -� TMP 94-46A PARK SPACE I - - — I - w _j = oQ BOUNDARY LINE �5 OF ` \ ,' TRA-fC ADJUSTMENT W oo z .� TYP. \ 0N' LEGEND TMP 94-BC ' �F�Alps AFS � / - / ' - ```_G � AFS -L I �� CRITICAL SLOPES m O ,. \ P 94 A \ TMP 94-BF l Irs of 2 I \ ,' / OPEN SPACE AREA \\ `\ P E \ CONSERVATION AREA / � FILE NUMBER TMP 94-8E ,' '' ` / REA `` / ,, � \ TMP 94- 1 CONCEPTUAL SWM FACILITY TMP 94-78 ' PAjt14TE ME / CONCEPTUAL PEDESTRIAN TRAIL 487 TM 94-9 TMP 94-46A2 \x CONSERVATION AREAS ARE TO RUN WITH THE FEMA ZONE A (100 YEAR) FLOOD PLAIN. ASIDE FROM FUTURE UTILITY 4-8D \ PLACEMENT, THIS PLAN PROPOSES NO NEW DEVELOPMENT WITHIN THESE AREAS. ® I v SHEET 5/6 QANMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\2019 REZONING PLAN.pro T 80 6B `� ti-�j w 4 O N NQ API�RFLOOD PLAIN/ \, C Q 0 o � U o w > 0 l>\ \ LINE ALONG TMP 4-4 / PRO ,� �\ / \ \ / CENTERLINE CARROLL CREEK / �, \ \ \ Q O w m VQPERTY W , \� I SCALE 1" = 100' , \ ✓ / � \ \ 1 i �` 100 50 0 100 200 TMP 9 "O (� J Z 0 N _ CLO, U rn _ GLENMORE , / / SCALE IN FEET ' I SECTION S5 I 1 „ O r Q `LLiI co _� E / I CRITICAL SLOPES ,Q WLo �OtiA �� / I CO LL CLLu W C W �Wrn24 �PQP TMP 94-1 �� GLEMORE / SECTION S5 \ / // OPEN PACE �\ �/ 3 Q 0) Ill Z O �O// a. \ L REVISIONS ` 1 SPACE Ln l RAIL \ W \ 7Z _ / TYP\ \ W EXISTING \ SANITARY SANITARY SEWER �/� , — 6 20' EASEMENT \ V♦ GLENMOPE CARROLL \ w SECTION S3 I / CREEK / \ �� - co DATE APRIL 23, 2019 TRAIL \ / TYP. oo SCALE 100 —I loll CRITICA \` \ SLOPE \ \ \ TMP 93A4-H2 CONTOUR INTERVAL 4 FEET (EXIST.) FEET GLEMORE SECTION SIA r ` OPEN SPACE , TMP 94-� 2 (PROP.) IT, AL �,�3 SL PS E TMP 93A4-S1-25 I IL' / / - �-� ` TP94 A OZ O Z N w > TRAIL P RD .L oNr LEGEND i a: Q o Z Z CO CRITICAL SLOPES TMP 93A4-J GLEMORE SECTION 02 OPEN SPACE TMP f-7B ' — OPEN SPACE AREA 0 Q a w UCH =NMORE ( _ _ CONSERVATION AREA TMP 93A4-J \/ / _� � SECTION 02—_ _ � - _ _ GL EMORE SECTION 02 _ _ \ OPEN SPACE / _ _ _ - I CONCEPTUAL SWM FACILITY , _ I CONCEPTUAL PEDESTRIAN TRAIL / I x CONSERVATION AREAS ARE TO RUN WITH THE FEMA ZONE A T 4-1 (100 YEAR) FLOOD PLAIN. ASIDE FROM FUTURE UTILITY PLACEMENT, THIS PLAN PROPOSES NO NEW DEVELOPMENT WITHIN THESE AREAS. \ FILE NUMBER I _ / EXISTING / / SANITARY SEWER � � 6 20' EASEMENT ' \ �\ \ �� TMP 94-11 487 / TMP 93A4-02-7 V C EXISTING I SANITARY SEWER \ I 6 20' EASEMENT \ \ I TMP 93A4-J / GLEMORE SECTION 02 \ TMP 93A4— 02-8 �\ OPEN SPACE \ ` I TMP 93A4-02-6 \�` ' �' SHEET 6/6 O:\NMORRIS\TMPROJ\487-BREEZY HILL\2019 REZONING PLAN\2019 REZONING PLAN.pro