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HomeMy WebLinkAboutSUB201700034 Plan - Approved Preliminary Plat 2018-05-01GENERAL N0= OWNERfAPPLICANI; 078EO-00-00-000AO Sheet Title HIGHLAND PARK, LLC COVER 455 2ND STREET, SW EXISTING CONDITIONS CHARLQTTESVXLE, VA 22903 ENGINEER: COLLINS ENGINEERING LAYOUT & UTILITY PLAN 200 GARRETT ST SUITE K GRADING & DRAINAGE PLAN CHARLOTTESVILLE; VA 22902 GRADING & DRAINAGE PLAN (434)293-3719 TAX MAP NO.: 078EO-00-00-000AO - 15.21 ACRES LANDSCAPING PLAN & DETAILS (DB 4163 PC 429) STORMWATER MANAGEMENT PLAN 078EO-00-00-00OA2 - 0.51 ACRES SIGHT DISTANCE PROFILES (DB 4983, PG 688) TOTAL PROJECT AREA: 15.72 ACRES TOTAL ZONING.- R-4 RESIDENTIAL W ITH PROFFERS 104 ZMA 04-18 (APPROVED MARCH 19, 2008) z ZMA 2011-1 (APPROVED DECEMBER 14, 2011) PRESERVED AND MANAGED STEEP SLOPES PROPOSED USE.• 34 SINGLE FAMILY DETACHED UNITS REQUIRED DENSITY MAXIMUM ALLOWED UNITS = 34 SFD LOTS PROPOSED DENSITY 34 DU/15.21 AC = 2.24 UNITS/AC STANDARD LEVEL CLUSTER DEVELOPMENT - NO MINIMUM LOT SIZE OPEN SPACE. REQ: 3.80 AC OF DEVELOPMENT AREA (25.x); PROP OPEN SPACE A (0.51 AC) Uj OPEN SPACE B (3.61 AC) OPEN SPACE C (0.45 AC) ce OPEN SPACE D (0.55 AC) OPEN SPACE E (0.40 AC) OPEN SPACE F (0.05 AC) TOTAL OPEN SPACE = 5.57 AC (35.x) THE OPEN SPACE WILL BE DEDICATED TO THE HOA. BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 35 FEET SE78ACKS: NON -INFILL SETBACKS FRONT- 5' MIN AND 25' MAX (18' MIN. FOR FRONT LOADED GARAGES) SIDE: 10' BUILDING SEPARA77ON REAR: 20' MIN AND NO MAX SUBDIVISION STREETS CURB & GUTTER (PARKING ON ONE SIDE ONLY) WA TERSHED: THIS PARCEL IS NOT IN A WA TER SUPPL Y PROTECTED AREA - SITE DRAINS TO RIVANNA RIVER. AGRICUL TURAV FORESTAL DISTRICT Nov-- ONETOPO TOPO& SURVEY,- TOPOGRAPHY AND BOUNDARY INFORMA 77ON PROVIDED BY ROUDABUSH & GALE. BOUNDARY AND TOPO WAS COMPLETED IN JANUARY 201Z TOPOGRAPHY IS AN AERIAL TOPOGRAPHY OF THE S17E TOPO WAS VERIFIED IN THE FIELD IN JANUARY 2016. DA 7UM.° NAD 83 EXIS77NG VEGETA 770N. PAR77ALLY WOODED WITH EXIS77NG RESIDENCE STRUCTURES LIGHTING: NO LIGH77NG IS PROPOSED PHASING: S17E TO BE DEVELOPED IN ONE PHASE. RECREA770N: NOT APPLICABLE/NOT REQUIRED PARKING: 2 OFF-STREET PARKING SPACES SHALL. BE PROVIDED FOR EACH DWELLING UNIT. ADD177ONAL PARKING SPACES SHALL BE LOCATED ALONG THE ROADWAYS. BUILDING SITES. PARCELS 1-34 MAY NOT BE FURTHER DIVIDED. ONLY (1) DWELLING UNIT PER LOT SHALL BE ALLOWED. BURIAL SITES.- NONE STREAM BUFFERS/FLOODPLAIN., THIS SUBJECT PROPERTY IS LOCATED IN ZONE X. 7HERE IS NO 100 -YEAR FLOODPLAIN LIM17S ON THE SUBJECT PARCEL„ PER FEMA MAP 51003CO287D & 51003CO295D, FEBRUARY 4, 2005 THERE ARE NO STREAM BUFFERS LOCATED ON THE PROPERTY. OFFSI7F DISTURBANCE. NO OFFSIDE DIS7URBANCE IS PROPOSED WITH THIS PLAN, EXCEPT FOR THE 77E --IN CONNEC77ON TO THE SANITARY SEWER WITHIN EXIS77NG U77LITY EASEMENT LANDSCAPING. • STREET 7REES ARE PROPOSED ALONG THE NEIGHBORHOOD S7REE7S IN ACCORDANCE WITH ALBEMARLE COUNTY LANDSCAPING REQUIREMENTS WI77-IIN SEC7701V 32. Z 9 OF THE COUNTY CODE. EACH RESIDEN77AL LOT SHALL CONTAIN A MINIMUM OF FIVE (5) TREES. 77 -IE OWNER SHALL NOT REQUEST A CER 77FICA7E OF OCCUPANCY UNTIL A FINAL ZONING INSPEC77ON IS PERFORMED AND ALL REQUIRED 7REES ARE IN PLACE SEE WPO -2017-28 FOR LOT LANDSCAPING PLAN. LAND AREAS: OPEN SPA CE. 5.57 AC, (35.°x) LOTS Z69 AC. (51X) ROW DEDICA770N: 2.46 AC. (16,x) PEDESTRIAN PA 77-1S. NOTE: THE OWNER SHALL NOT REQUEST THAT THE COUNTY ISSUE THE NINTH (8TH) BUILDING PERMIT UN 77L THE PATHS HAVE BEEN COMPLETED TO THE SA77SFAC77ON OF THE COUNTY ENGINEER. S7RUC7URES.- NOTE- ALL S77?UC7LIRES SHALL BE CONSTRUCTED USING MEDIUM SHADED EARTH -TONE COLORS FOR FACADE TREATMENTS OF THE BUILDINGS AND DARK, NON -REFLECTIVE MA7FRIAL FOR ROOFS mo okk MILL I IF I 1 0 1 "k L-4*4 91 a I D3 E I w I k Im M MN orm ffl I& w I AM RIVANNA MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA GENERAL NOTES: 1. IMPERVIOUS AREA: 4.75 ACRES (3o%) ROADVNAY= 50,444 SF (1.39 AC) SIDEWjALK/DRIVEWAYS= 37,541 SF (o.86 AC) BUILDIINGS=108,946 SF (2.5o AC) 2. ITE TRIP GENERATION: TRAFFIC IMPACT NUMBERS ARE BASED ON THE ITE TRIP GENERATION MANUAL, 8TH EDITION. CODES; 210 WERE USED FOR THE DEVELOPMENT PROPOSED 34 DWELLING UNITS ADT RATE - 9.57 VPD PER DU = 326 ADT {163 ENTER/163 EXIT} AM PEAK RATE - o.75 VPH PER DU = 26 VPH (7 ENTER/1g EXIT) PIM PEAK RATE -1.01 VPH PER DU = 34 VPH (21 ENTER/13 EXIT) 3. THIS SITE CONTAINS BOTH MANAGED AND PRESERVED SLOPES AS SHOWN ON THIS PLAN. 4. ALL TRASH SHALL BE COLLETED BY A DRIVING DUMPSTER SERVICE - EACH LOT SHALL HAVE AN INDIVIDUAL TRASH CONTAINER. 5. NO ON STREET LIGHTING IS PROPOSED WITH THIS PLAN. 6. THIS PROPERTY IS NOT LOCATED WITHIN A DAM INUNDATION ZONE. 7. SEE SHEETS 5 & 6 FOR LOCATION AND HEIGHTS OF THE PROPOSED RETAINING WALLS. 8. THERE ARE NO KNOWN CEMETERIES OR PLACES OF BURIALS ON THE PROPERTY. SHEET LAYOUT . r EMORNMENW, Sheet List Table Sheet Number Sheet Title 1 COVER 2 EXISTING CONDITIONS 3 LAYOUT & UTILITY PLAN 4 LAYOUT & UTILITY PLAN S GRADING & DRAINAGE PLAN 6 GRADING & DRAINAGE PLAN 7 ROAD NOTES & DETAILS 8 LANDSCAPING PLAN & DETAILS 9 STORMWATER MANAGEMENT PLAN 10 SIGHT DISTANCE PROFILES 11 PROFFERS a.L 00 240.55 TOTAL SHEETS EXIS77NG CULVERT CUL VERT DROP INLET & STRUCTURE N0. CURB CURB & GUTTER PROPOSED PAVEMENT EC -3A DITCH DEPTV OF EC -3A DITCH EC -2 DITCH DEPTH OF EC -2 DITCH EARTH DITCH DRI VE7WAY CUL VERT BENCH MARK CLEARING LIM17S VDOT STANDARD STOP SIGN EXISTING CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVA77ON 78C DEN07ES TOP/BACK OF CURB TIB DENO7FS TOP OF BOX Its( tLfJ',-r• Daki a � SCOTT R. COLLINSZ Lic. No. 0357914" k6�,_OXAL w co }n t7 tn M m Uj Z) 104 z 5 LLI �- Uj ce w co }n TAX MAP PARCEL OWNER ACREAGE ZONING DB/PG A/ 4// \V A 07800-01-00-OOOAO PANTOPS-LAKERIDGE LLC 12.27 R-1 4250/068 _-A 1A 'N 'z/xx'//// M, B 078AO-04-00-OOHOO ASHCROFT NEIGHBORHOOD ASSOCIATION INC 8.5 PRD 1581/264 C 078AO-01-00-000BO ASHCROFT NEIGHBORHOOD ASSOCIATION INC 3,46 PRD 1581/264 ------ -kjr' 'N' -4 A D 078EO-00-00-101 CARN EY, MARTI N R OR MELI N DA 0.56 R-4 `w, W A,\ 4A 00 4071/401 k - j, E 078EO-00-00-09200 STEWART, STEPHEN R OR ANITA M 0.32 R-4 3408/423 SCOTT COLLINSZ -A k V/", x\ GENERAL NOTES: 1%� Lie. No. 035791,'t��. LA IN MAPS # 51003CO287D V, F 078EO-00-00-09100 RAPPAPORT, STEVEN NEIL OR JENNIFER LEIGH UNDERWO( 0.31 R-4 4500/317 1. NO FLOODPLAIN EXISTS ON THE SUBJECT SITE PER FEMA FLOODP V & #51003CO295D. 2. NO STREAM BUFFER EXISTS ON THE SUBJECT PROPERTY. G 078EO-00-00-09000 SCHLIPPER, LOUIS K OR ELIZABETH P 0.3 R- 3456/542 1z I 1�17 E 0 COX,AN 0.32 R-4 4773/619 3. BEFORE BEGINNING SITE WORK, THE CONTRACTOR SHALL INVESTIGATE AND VERIFY TH H 078EO-00�00-0890 DREW E & MORGAN A ONAL W17 I 078EO-00-00-10400 OWENS, WILLIAM 0.34 R-4 4731/504 x Z/040 J 078EO-00-00-10500 COOK, KATHRYN A 0.31 R-4 396 SYSTEMS, AND OTHER CONSTRUCTION AFFECTING THE WORK, BEFORE CONSTRUCTION THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES, MECHANICAL AND ELECTRICAL y qz, CONTRACTO R SHALL VERIFY THE LOCATION AND INVERT ELEVATIONS AT POINTS OF 4u CONNECTION OF SANITARY SEWER, STORM SEWER, AND WATER -SERVICE PIPING; R K 078EO-00-00-10600 HAWKINS, JEFFREYW OR ELLEN J MARTIN 0.31 R-4 4438/594 L L 0-/8EO-00-00-08800 THOMAS, SUSAN 0.32 R-4 3169/546 Sl UNDERGROUND ELECTRICAL SERVICES, AND OTHER UTILITIES. THE CONTRACTOR SHAL )�IR Al, 88 J FURNISH LOCATION DATA FOR WORK RELATED TO PROJECT THAT MUST BE PERFORMED BY I", . M 078EO-00-00-08600 HICKMAN, HENRY B OR ELIZABETH A 0.33 R-4 3241/279 N 078EO-00-00-08500 VALENTI, VICTORIA A 0.32 R-4 3422/725 ­Ittv� PUBLIC UTILITIES SERVING THE PROJECT SITE. p 4. CONTRACTOR SHALL VERIFY SIZE, TYPE & LOCA71ON OF EXISTING WATER LINES ON THE SITE. 0 078EO-00-00-08400 SOCHOR,MARKR 0.31 R-4 4514/627 P 078EO-OG-00-08300 HUYNH, HANH 0.32 R-4 3147/712 P; %\ -StTy -Y" L Vp­ Ar BO YING ZHU 032 R-4 3794/120 \Nv 078E0-00-00-08200 HUYNH, PHUNG 13010 Et TIN V) N ­ ATE R 078EO-00-00-08100 ABBASI, AHMED N OR SABA MAHMOOD 0.31 R-4 4253/446 -FU AN&, N1 TU _71 7� N x -00-00-08000 WILLIAMTBAUER LIVINGTRUST& MARY C BAUERTRUST 0.31 -4 3197/098 _'y S 078EO R NN 11 � 1, A_� - Ni\ " - , , - , '\ I \ I � j -,", z K v �, Z� - p T 078EO-00-00-10900 WEHMAN N, JOHN F OR POLLY S 0.3 R-4 3275/257 W-, - A15 z R-4 3474/720 k - OF EXISTING ALBEMAkLgc 6' -\x, AN 2. 1 A, v U 078EO-00-00-11000 VU, THINH V ORANH N NGUYEN 0.31 IL M < < V, V 078EO-00-00-11100 SHAH, BIMAL M OR BINTI 0.31 R-4 3309/443 7-_ ETERMINED ED N uj NOI w 07 _R, ANDREW LEIGH _4 WB129/365 uj !�x� WM) z X 078EO-00-00-11200 WARD, EMI LY GRI FrITH & FEDERIC WARD Aoak 'SATISFACTION OF THE COUNTY ENGINEER, AS _X R 5 NEW TOPOGRAPHIC INFORMATION T N`G C PRESERVED STEEP SLOPES HAVE BEEN TO BE LESS THAN 25% BAS 0 cc K, 0 THE U) EN�J R-4 4762/230 )N X 0.35 Z uj --,,\,-PERMITTED UNDER SECTION 30.7.4(b)h V 0 ik -00-00-12000 HUMSI, SALWA OR RAMS1 0.36 -4 3 C' -N Y 078EO R 2683/034 m Ln z N, -N Z 078HO-00-07-OOOEO CASCADIA DEVELOPMENT LLC NMD 4209/088 3.24 CL AA 07800-00-00-05900 CASCADIA DEVELOPMENT LLC 1239 NMD 420 "b 9/088 V\ U AQA-11A�n 1PIONEERS TS LLC 1.72 R-1 �667773�­- TRhkLHq'E 0 -A V z \ >�,x\\\ ' "x,, AB 078EO-00-00-11800 PECIALLASSE . 11_91-1-1-11- 11 . P� \;l SA I \ \ '. \ f '1P y .... . .. .. ... \N Lu r - *55-q-73- & ik� z Z' V\ A \0, N� N E�%TIWG�-W D -L RL -7 x -,Y,,mTE INE_ :n,,v/,' L=2614r R=325-0 ------- 1_74 < 0657" 7 V > V\ v \V, TM 078E0 -9M0--0 '__1 , \ \6 \ -,-, -,-- / 1, 1 1 -- , , ", 11 � _00A2 \ "V ,I V� AND-PA.KK �1 �u V\ EXISTI 6\1�9,WRUCTION, 7� -S N71* W5p.q W. -IMP: 'b 8 0 00-MA0 \W S Lt N 4 V IN �x v �,t�ISTING 8j�,CIP 4864/652\ ZONING-- _'_ESiDENJ4AL' - \, , I _(Y_ , __ �Nl AcREAGEN. 1$.21NAt 'I. " _ ­' / /" -­ .--- - I iqT �� 4 �6 A PARK;, B,4 ---ACREAGE� .5f j�!C OWNER: my� MENT! 261,\�� RE G: 49MM8 A ,DB/Pbs N 00 S, N �N\ I i q X E I \& N, X z 'q I% SAWrARY SEW p A, .. .. .. ... ... ........ . . 4 f STEEP�51_ YP % x j4 �ITARYSEWER A 00 uj i ; - _- , 0 pp-�, 4 L �-j (T j TM 2 __Ar 5.00 E�EMENT Y 01 vv NI Z_ ... . ........... v vv F;r-0789 11C� z �kx IS G PRI X Z_ j ES, >< cl? X� , & cf) x CLPA ­�S �yp L9 L=V1,4*172V �,A R=225,00' V 84, a \01 v N, N ft 'A cy) 8 J� 0 54,10 ;hAi V� -3- 0 X y '42" v"A\ \Z 7, 'T_� D-04`32' J\ 41 AD It T PUBLIC ROAD - 25 MPH L OW� 0) 1 N \1 N Y­�,tK�,, 'A' 1�:\ X\ wl N N s </ > _Z7 \N Lij - ----- LIJ LLI NX V) Y L x -v �7- z % )rl 'N' _K' 1A Ld v j CL .. .... .... 7 0 _7:_ uj 0 1< X ST -EEP-SLOP i99 <X-, v, STING _�i)(_ ,, 1, 11, _�_ -1 -� -�L­­;- ') -6 ->-LIMITS OF EXISTING ALBEMARLE COUNTY x, PRESERVED STEEP SLOPES HAVE BEEN _X - -4 _M1 I ; Ill , ".N I z E�tTYR.)­_ 7N L9 -DETERMINED TO BE LESS THAN 25% BASED ON T, PHIC INFORMATION TO THE -SATISFACTION OF THE COUNTY ENGINEER AS ERMITTED UNDER SECTION 30.7.4(b)h W, -- ----- I -E A -v, 4j, Z_ lv, N XISTJNG MANAGED 'TEEP 5 x LIJ ---- ------- w Z� �LOPIE uj V,\A '--AVIANO-WAY­ Iu H x A _45tM ENt T ':1EXIS t m :3 CL 4 J, < \L Z, V _1K Z� T ul I TMP-,. 078Eb--p-m- oo-Ad - Lij A0 1z _j 5.0 A z .0 CREAdE: 15.21 AC _J� N\/ OWNER` H LAND r KfVj--,W_ w 7' (Y A & ZONNG,',, R4 RESIDE14tIAL _j 0 N DB/PG: 48641652 X \IF 0 \v t7 ui Ilk L-i i�v, > rylo > L_ -,k 0 0 J.yw. - 3T)k 8"bI - ----- /M" mj < EA! WA\TERQNE if ---- --- It X c:) x C) 0 N Al -;8 \AI . ...... .. 'N A f I - LLJ I -V j 0 V� -7 \Ix b D rn LLI E� uj E E $TfN( _�2Q t t/A, I A JOB NO. 0 D4 5 WER b� 1AKY 41- uj 1;/z 'v, 41 Y 162126 N v 1AC > EXISTtNG_ lk f S j4i 15 160, SEWER -4 =80' f �N 1 #'�ET v SHEET NO. 0 jiT i�h, 13� 1W < -- ---- 1 t ( � s � I i � Q) U 2 LLJ SM EXISTING PRESERVED /N 035791 XL AL / \ ~ |/L 4 R Y D-1 1.2 BW PIF OPbSffWALL . . . . . . . . .... Nit: 7 8TW Qqp. '5S6 HEIGHT=6' LOT' -3 *3 NO DISTURBANCE SHALL OCCUR WITHIN,,,_ - 0 8T L B AREAS OF PRESERVED STEEP SLOPES A, 0) LOTic) r U-3 j .PROPOS AGE EASEMENT 6o ...... cyi P SED YAR DRAIN rY :-v fit. 0 YD -2 S6 r.j tIR Y PRIVATE PROPOSED:L ORI 572-T: TIE-IN EXISTING 3.8" HDPE CULVER c%j v J DRAINAGE EASEMENT X V TO PROPOSED MANHOLE, STR-30 + I N, i4 W C141 186 di v. " HDPE CULVERT' -so PROPOSED YARD L)KAl a Cf 0 25 YD 50. r. 2:� JUNIPER PEANTINGS SHALL BE REQ IRE 0 6 ON ALL SLOPES STEEPER THAN 3-1 {TYP. DRAINAGE EASEMENT ro lk`� A. + w - If v A z + -7. -t nt _j PROPOSED o'PRIVATE z 575 B x x %'\ /IV) /I I - r P YARD DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. bw (in.) LENGTH* SLOPE (%) (ft.) INVERT INVERT IN OUT MATERIAL INLET TYPE Curb Type SIZE Rim ELEVATION YD -2 YARD INLET N/A 24" 554.00, YD -1 12 91.66 4.91% 549,00 1544.50 1 HDPE YARD INLET NIA 24" 565.75 YD -5 12 29-89 14,45% 558.75 554.43 HDPE YD -4 YARD INLET NfA 24" 558.50 YD -3 12 9500 2.98% 55433 551.50 HDPE YD -16 YARD INLET NIA 24' 586,00 YD -15 12 77.81 _65_0% 581.00 576.10 HDPE YD -14 YARD INLET NIA 24" 580,00 YD -13 12 119,75 4.09% 576,00 571.10 HDPE YD -12 YARD INLET N/A 24' 575.00 YD -11 12 58.84 1.53% 571.00 570.10 HDPE YD -10 CLEAN /A 24" 579.00 YD -9 12 23.08 12.56% 570.00 567,10 HDPE YD -8 YARD INLET N/A 24" 571.50 YD -7 12 84.75 3.13% 567.00 564.35 HDPE DRAINAGE DESCRIPTIONS PIPE INFORMATION INLET INFORMATION STR. NO. _51A (in.) LENGTH' (it.) SLOPE 0%) INVERT IN INVERT I OUT MATERIAL INLET TYPE Curb Type SLOT LENGTH RIM ELEVATION COMMENTS 8 1 DI -313 CG -6 12 551.60 VDO)TSTD. IS -1 REQ'D 7 15 35.87 0,56% 544,75 544.55 RCP 6 DI -313 CG -6 6 552.33 VDOTSTD, IS -1 REQ'D 5 15 83.01 0,54%. 544.45 54450 RCP 4 DI -31313 GG -6 10 557.91 VDOTSTD. IS -1 REQ'D 3 18 94.16 1.960A 543,90 542.25 RCP 2 1 MH NIA N/A 549,50 VDOTSTD. IS -1 REQ'D 1 18 88.31 3,96% 534.00 530.50 RCP 10 DI -313 CG -6 16 556.93 VD07STD. IS -1 REQ'D 9 15 34,11 1.47% 550.50 550,00 RCP is DI -313 CG -6 16 578-40 VDOTSTD. IS -1 REQ'D 17 15 33.76 2.67% 57125 57035 RCP 16 DI -3B CG -6 16 577.58 VDO_T STD. IS -1 REQ'D 15 15 I 171.67 4,81% 570.25 56200 RCP 14 1 DI -3B CG -6 12 56848 VDOTSTD. IS -1 REQ'D 13 15 35.51 1.41% 561.25 560.75 ROP 12 DI -3138 CG -6 14 567.87 VDOTSTD, IS -1 REQ'D--. 11 15 15469 2.91°f 558.00 553.50 RCP 28 313 CG -6 18 55150 VDOTSTD. 18-1 REQ'D 27 15 18.67 8.04% 546.50 54500 RCP 26 DI -1 NIA NIA 54900 VDOTSTD. IS -1 REQ'D 25 15 20.03 2.50% 544.00 543-50 RCP 24 DI -3C CG -6 4 548.33 VDOT STD. IS -1 REQ'D 23 15 32.90 0.971/. 541.67 541.35 RCP 22 131-313 CG -6 a 548.50 VDOTSTD. IS -1 REQ'D 21 15 .65 - 2 .25% 54125 540.00 RCP 30 MH N/A NIA 559,25 VDOTSTD. IS-IREQ'D 2-9 :15:7 �78 3 549-50 1 545.00 1 RCP I %'\ /IV) /I I - r P �_ ___ ,� " "" ­-, I �­ 714%1.�� I" \ _'ll "I, ____ ,_ - , .", " �11 -,�. -111, _..�, � .... . . 11", -11- ­ 1. ___ I I ­._ __ I - _­ 1. .... -, -1--l-, ___ -1 , 11 F11_ "'I. -I I i �_ _', ­ I , , , - I'll 11 ll� _� 1, 11 11 '1� , - , � - "I -l-, 's . ,,, - ­­_, - - _ � I - - ­-, " � / ,� ,'� � _"' v I --����", I � ", / . � "I ,�,� � I , .�� -l"', - - , I . "" -I,-- . -, '­ I ,;?0-_ , ,, - "", - ", 1� I - ­. __ � . � " , ", ...... - � , . . . . . . � . , - I , - f . 1. . - _. . 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I � I ,_ !:�i�i�����)..:, __ ", -, ,__ - 1-11. ­­­ `1_1-1 111- -1 -- - C5 ­" I", _­_�, - � . . . . I . . ___,. 1. , ­ / �� I , , ---.,,.,, ­­­ -_ - '� \_ � � i - c� � I , - - - J- I . � . . , . , �_ '602 1 W , . ��','.��,-� �..�i�', - ­__-, - -, I- -1- 1";qo J N\, 11 I,, __ -,� I " , - .., -,�,�- ,-�­­­ , ) li - ,­ I . ,-,-, �. , ".11 . , -_ , .,""., , ,, - "I ­­ � I -,� - �' . , -< - . I -1 . ___ . . ­­­­ ­­_­__ _ LIMITS OF EXISTING ALBEMARLE COUNTY PRESERVED STEEP SLOPES HAVE BEEN DETERMINED- '­_� ,_, ,,�q V - 0 ,, i _e_ . I 1. . \. . � FF5=6-19-33 - �, I � 6 1 1 `­ . . _.,_­i,� . � � 11-1, -­ __. -,,-,,- ,,, ��L ­_:::: � 5.-7� , �!,�� ,; __­ _11-- . _�__, - ­__ / 12 ___ " -1 _11� 0 _j , . � � - . -- I . . . 0 BE LESS THAN 25% BASED ON NEW TOPOGRAPHIC INFORMATION TO THE SATISFACTION 1. / - -_ , . I , - , , - - "I\ I,_ "� I I , -0 . . - , "Ill . , - , 17��,��,���,. -.- ­_ -_ - - �� L I I 1_. ., __ __.­.;�, ---. , - . I / . . � - 'A, � - ------ . , ', ..... . _j � / �" t - -1 �, . 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I I i � , I 0- I I V) -V -�- � I . � i . I i . � , __ - � I - 0 1 , I 1 j t 1 � I -0 c � i � JOB NO. Q) I � i � i i 11 � 1� , . i _� . I I � I i � � , __ I . I 0 =5 .. . I -u -0 t I I I . . 162126 0 . t I � 1 i � I i I I I � � � � CO 4) � 7 � I � 1 A I M > I z � I I k � a . . I I I j : i � SCALE 0 � I � I �l � _u _�� � i � �i � � ; it % i c 0 � . ,I 1 1 11 I � - , I � I 1 =30' 0 .c � 3 ! - � � � " I . � � � � i t In . " . I ) , I r �_ " 11 I I - 0 1 �� I t � � � " a > 11 �� 11 �� 11 I k \ SHEET NO. -a 0 � � � � ; � I I I I ; ) � 0 � I I I 1� ,I I I � 0) 0) i ,I I � 11 ;: rn � � I '. I . � � i � I � I 11 I � � I �, j � I � a) 0 \ I I "', � I � � ; � 1 i , '� ; � _c �1, 11 11 I , -, ____ - - I I I i � � I � 11 i 1, .I-- , ! � I i � i � - 11 I � I � I � t I - ,I , 11 Z c-, ', � _­ I— '11-111-1.1 '11-.11.- - " \"I i . I I � , __ �_ �. I � 1 .4 �' I 'j". ,� �, -11 '11. -.1-1-1., 11.1--l-I .... :-, _�l I I �- - -, - 1 i t -.6mm-m—_....6� I — � , � '� 11 � ___ � — /: P0 / --- i j o DRAIINAGE DESCRIPTIONS PIPE INFORMA11ON INLET INFORMATION STR_ NO. DLA. (in,) I LENGTH* I (ft.) — SLOPE (%) INVERT I IN INVERT OUT MATERIAL INLETTYPE � Curb Ty pe SLOT I LENGTH RIM ELEVATION COMMENTS 40B DI -313 CG -6 14 615.50 VDOTSTD. IS -1 REQ'D 40A 15 31.99 0.72% 608.83 60&60 RCP 40 DI -313 CG_6 — 8 615.50 VDOTSTD. IS -1 REQ'D 39 15 32-13 436% — 60&60 1 607-10 RCP — 36 DI_3C -6 4 512.83 VDOTSTD. IS -1 REQD — 37 15 28.53 RCP 36 DI -313 CG -6 10 613.36 VDOTSTD. IS -1 REQ'D 35 15 32.01 1�09% 606.75 606.40 RGP 34 1 DI-3BB CG -6 12 613.40 VDOTSTD- IS -1 PEQ'D 33 __ 15i 70.83 2,96% 1 600.50 598.40 RCP __ I — 32B _ I DI -313 CG -6 10 602.69 VDOT STD. IS -1 REQD 23A 15 31.97 0.78% 596.35 596.10 RCP 32 1 DI -313 I CG -G 14 602.52 VDOT STD. IS -1 REQD 31 15 42.42 1.18% ___ 596.00 50&50 RCP I — I — 48 — � DI -313 CG -6 12 579� 34 VDOTSTD. IS -1 REQD 47 15 11�23 408%, 575-86 575.40 __ RCP __ - 6 DI -3C CG -6 4 579.10 — VDOTSTD. IS -1 REQ'D 45 15 31�87 0.63% 575.30 575.10 RCP __ - 44 ______ — DI -313 CG ­6 10 1 579.11 — VDOT STD_ IS -1 REQ'D 43 15 15.32 0,65% 575.00 574.90 __ ____ RCP - 42 1 - MH NIA NIA 579�67 VDOTSTD. IS -1 REQ'D 41 15 6.61 0,76% 574.80 574A0 RCP - I I 52 ___ .- — RISER STR NIA 39, 593�92 VDOTSTD. IS -1 REQD 51 15 12&66 1,36% 585.00 583.25 RCP __ . 5 � 1 - MH N/A N/A J_ 592.00 VDOTSTD. IS -1 REQ'D 58tob 674.90 1 RCP I I i � , � '�l � � \ Z ,�,_� \ �_ Z.5 I i " " C!� IZ \ ", k � i i k A -",\ z W ss,00 L'i � I / � U) I � � U.1 � �, , � z I , ,_ , I *, , , "*,� " lll�" 0 1, 0� cy z - �l �%l � � � it / I , ___,zl' . L,J 0 \ � , F- \ . t � t � 11 I � � / x � U) :3 , \ I �� I .l I 1� � , (n < = y) - ! � I _j C k 1� ; � � - , ,� � 0 \, I � � � `� I -1 � , �- j3. 0 0 . , / 0 � ! i F_ , i 1 1 � , 1 1) \ ,'I '; � 0 " I I , 4 I , mi w 0 -�, \ '� I ; � "I _0 � � 1 , , j �. " 11 >1 _,� c: i r I I \�, w a �_ 0 � ! � ,V/ W � i � � . i � '! i - I / ce 0-6 � � I f I �� � "" z �_ c: I � I � I � 16 1 � i;l', / j < 0 * � I s � , ,I � i � I ,q I a) �2 i � i i f J, I, (D .> -0 f 11 / , 11 , , i / � , I / ,c I rn � i " 0 , 0 -5 0 1 p c� t , I 11 / , f � i ,I 15 - i / / f I f / � ;11 S 0 x *� I / � 'I ) " / , � � ? a) U I I N Z � �. / " , f >_ 0 � I � 0 j- 41 1 , � I . 11 I _�, (1) 11 / -� s I ; / / I f " i I c: . i f � I § j � = a) 0 f � f / . I � i �_ 0 . , , i I � Uj 0 I , � I I � I � ,I / I I : _j 0 i � I 1 i t f �_ V) � I t ; t , � r � � I - .1 , 11 � I I i I i U r- -0 . 11 b 0 Q)z t I I f I � . I I Ul L - it ? � � � I E � I � t I I � f I I � � n E � . i � i I - j I I t I � Ir 0 � ; i � �, � , � 6 ! I I i � , I 0- I I V) -V -�- � I . � i . I i . � , __ - � I - 0 1 , I 1 j t 1 � I -0 c � i � JOB NO. Q) I � i � i i 11 � 1� , . i _� . I I � I i � � , __ I . I 0 =5 .. . I -u -0 t I I I . . 162126 0 . t I � 1 i � I i I I I � � � � CO 4) � 7 � I � 1 A I M > I z � I I k � a . . I I I j : i � SCALE 0 � I � I �l � _u _�� � i � �i � � ; it % i c 0 � . ,I 1 1 11 I � - , I � I 1 =30' 0 .c � 3 ! - � � � " I . � � � � i t In . " . I ) , I r �_ " 11 I I - 0 1 �� I t � � � " a > 11 �� 11 �� 11 I k \ SHEET NO. -a 0 � � � � ; � I I I I ; ) � 0 � I I I 1� ,I I I � 0) 0) i ,I I � 11 ;: rn � � I '. I . � � i � I � I 11 I � � I �, j � I � a) 0 \ I I "', � I � � ; � 1 i , '� ; � _c �1, 11 11 I , -, ____ - - I I I i � � I � 11 i 1, .I-- , ! � I i � i � - 11 I � I � I � t I - ,I , 11 Z c-, ', � _­ I— '11-111-1.1 '11-.11.- - " \"I i . I I � , __ �_ �. I � 1 .4 �' I 'j". ,� �, -11 '11. -.1-1-1., 11.1--l-I .... :-, _�l I I �- - -, - 1 i t -.6mm-m—_....6� I — � , � '� 11 � ___ � — /: P0 / --- i j o 0AWW AL CG7WS'T.RITCT O i� ,11OTL'�ST FOR ,STT�'�'�'T�S' ROAD Ar 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE GRAVING,` F= MADE BY THE COUNTY THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY 1. THE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE 4 SINGLE FAMILY ATTACHED DEVELOPMENT (296-58.32) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS SHALL 2, UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE fCOMPACTEDAGGREGATE�•^* • •'�#^i • t`'#irk • •}Ii* • �fi##�#1,�' GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT Location CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED CDS COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE Dr FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY WITH h SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL Base SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER. a BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR J. ALL GROWTH OF TREES AND -VEGETA RON SHALL BE CLEARED AND GRUBBED FOR THE Dp APPROVAL. 182 ENTIRE EASEMENT, OTHER TREES AND VEGETATION WHICH OBSTRUCT SIGHT DISTANCES J. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC 4 AT ROAD INTERSECTIONS SHALL BE REMOVED. SM -9.5 RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY ALL 4. ALL VEGETATION AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER 3 DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A 21A PRiOR TO THE CONSTRUCTION OF THE SUBGRADE, 0,6 NA TURAL WA TERCOURSE DRAINAGE.° 4. GUARDRAIL LOCA TIONS ARE APPROXIMA TE. EXACT LENGTH, LOCA TION AND APPROPRIA TE 1. ALL PIPE CULVERTS, EXCEPT PRIVATE ENTRANCES, SHOWN HEREON ARE TO BE RCP WITH 4 END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL SM -9.5 A MiNIMUM COVER OF ONE (1) FOOT 2:125 GUARDRAIL MAY BE REQUIRED AT LOCA TIONS NOT SHOWN WHEN, IN 77-/E OPINION OF THE 2. STANDARD UNDERDRAiNS (CD -1 OR CD -2 OR U0 -4S) TO BE PROVIDED AS INDICATED ON 21A COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY WHEN GUARDRAIL IS 0.6 THE PLANS, OR WHERE FIELD CONDIT70NS INDICATE: Belkmo Lane REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT J. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET iN LENGTH 4 TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WDTHS SHALL BE INCREASED TO 8.47 AND HAVE A MINIMUM DIAMETER OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN 1.5 SEVEN (Z) FEET, M-25 ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRAN,SPORTAION SPECIFICATIONS UNLESS 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES OTHERWISE NOTED ON PLANS 13.73 SHALL CONFORM TO VDOT CG -9(A, B OR C). 4, ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA 77SFAC77ON OF THE 8. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDEN77AL DRIVEWAY ENTRANCES 4 ENGINEER, DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER SM -9,5 SHALL CONFORM TO VDOT STANDARD PE -1. 2,25 COURSE ti Z COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WD TN AND DITCH SEC RONS, PA VEMEN AS SHOWN ON THE TYPICAL PAVEMENT SEC77ON DETAIL, SHALL BE STRICTLY ADHERED TO. 1. AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT OF THE AGGREGATE BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. METHOD OF CORRECTION. 9. ALL SIGNS OR 07 -HER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND COMPACTION BEFORE BASE IS PLACED. PROPERTY NUMBERING ORDINANCE AND MANUAL. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING 771E MATERIAL 10. 77?AFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY MEETS REQUIRED GRADA77ON FOR TYPE 1, ll, OR !11 PRIOR TO PLACING AGGREGATE BASE. THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY 4. THE REQUIREMENTS TO PUGMILL AGGREGATE BASE WiLL BE WAIVED IN THE EVENT THAT ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS THE SURFACE COURSE iS BEGINNING AT THE COMPLETION OF THE INSTALLA77ON OF 7HE 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN AGGREGATE BASE. IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRiOR TO 60 SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS 6, BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION SHOWN ON THE ROAD PROFILES BEFORE SURFACE TREATMENT IS APPLIED. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THA T Z, PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS THE WDEO INSPECTION (PRIME COAT RC -250 @ 0.3 GAL./SQ. YD.). SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION B. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT VIRGINIA PROCEDURE AND IW77-1 A VDOT OR COUNTY INSPECTOR PRESENT. DEPARTMENT OF 7RANSPORTA77ON SPECIFICA77ONS COUNTY 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO .ALBEMARLE NOT ENHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED �Te GERAL CONSTRUCTION NOTES N,t W17HIN THE RIGHT OF WAY. ONLY THOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 77?ANSPORTATiON MAY BE LOCATED WITHIN 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXIS77NG PUBLIC RIGHT-OF-WAY, INCLUDING THE STREETS RIGHT OF WAY. CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT). 77415 PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN, 2. ALL MATERIALS AND CONSTRUCTON METHODS SHALL CONFORM TO CURRENT SPECIFICA77ONS AND STANDARDS OF VDOT UNLESS OTNERWTSE NOTED. J. EROSION AND SIL TA 77ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WiT H THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DIS77JRBED AREAS ARE TO BE FER77LIZED, SEEDED, AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL. VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3.' I OR BETTER ARE TO BE ACHIEVED, 6. PAVED, RIP -RAP OR STABILiZA 77ON MA T LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL, 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIIFORM TRAFFIC CONT OL DEVICES 8. UNLESS OTHERWISE NOTED, ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE" PIPE -CLASS Ill. 9. ALL EXCA VA TION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). NOTE: MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED: L INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE iT IS COVERED. il. INSTALLATION OF ANY ENCLOSED UTILITY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED, iii, CONSTRUCTION OF THE CUTS AND FILLS, INCLUDING FIELD DENSITY TESTS, BEFORE PLACEMENT OF ROADBED BASE MATERIALS. iv. A FINAL PAVEMENT DESIGN, BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS, SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT STRUCTURE IS PLACED. REMOVABLE STEELpp BOLLARD /y (� �"'� v. PLACEMENT OF BASE MATERIALS, INCLUDING STONE DEPTHS, CONSISTENT WITH THE B L./ L L A I 1 V ETAIL APPROVED PAVEMENT DESIGN, PRIOR TO PLACEMENT OF THE PAVING COURSE OR COURSES, NO SCALE FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. vi. CONSTRUCTION OF PAVEMENT, INCLUDING DEPTH AND DENSITY, UPON COMPLETION AS PART NOTE: PARKING ON ONE SIDE OF THE ROAD ONLY, AS DENOTED OF THE FINAL INSPECTION. WITH NO PARKING SIGNS.'NO PARKING' SIGNS SHALL BE PLACED EVERY 3.5o'ALONG THE PROPOSED ROAD AND CUL-DE-SAC AS vii. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR SHOWN ON THE ROAD PLAN LAYOUT SHEETS 3 & 4. TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN INSPECTION. CG -6 PQ(NT OF CG -6 CONCRETE C� FINISHED GRADE CURB & GUTWR vili. FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL RIW SIDEWALK CURB GUTTER TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE.11 Pul I-l.Ni!!V .�yl•i .: ,l a0 'q1 DD W t)'� •D � DD 6:.. �q`i f` i, s 1 t% tSE D O 2" SM -9.5A SURFACE COURSE COMPACTED SUBGRADE CLASS A - TYPE I LOW MAIWENANCE PEDESTRIAN PA THWA Y DETAIL NO SCALE 12.5' 12.5' WL LANE) (TRAVEL L -29' FIC -FIG PRIVATE .,,D RIW MAO, BAYLLUM r Z67 JfPff r . PA (MT TO 7�1' JO' VEL PRIVATE .O,F AV r r POINT OF RAYSI Pavement Design 1 j "-2" SM -9.5A IN{Ill{1{i111111{{{ti{tl1111{{{{II{{III{IIIIiIII{!1111111{{{{ ...... .. , u F ARiM7WA9EE ErMTRJWr7E:TkYAOF.TtE !"`S,# �, ,► .. APPitGABIE T4 $TT Ef + 0i#0l1S F= LO .: F S! AND, TT T uu@MA+�M %R" r?TERvALS x N2 %AerWrui,M 1A51E:A'+St.9PE "To" -- ! 4 SINGLE FAMILY ATTACHED INTERMEDIATE30) COURSEni),. �•.^•'•i}. fi` s{,•,,i} #i s Vii} r1.7 �7 - .- BUN.'& COiiGURRETMTLY x x x 3 X MA1Ml M DECREASE IN Stt7P£ FCR FIRST NTERYAL A,'ND. - .g fCOMPACTEDAGGREGATE�•^* • •'�#^i • t`'#irk • •}Ii* • �fi##�#1,�' Location ADT HCV Design ADT CDS SSV Dr Surface h a Base b a Sub -base h a Dp Glenle I,Road 182 2 202 4 4 9.19 SM -9.5 1.5 2:25 BM -25 3 2.25 21A 6 0,6 13. De�phiLane - Ener eney Access N/A NIDA NIA 4 4 N/A, SM -9.5 2 2:125 31 2.1-5 21A :6 0.6 14.85 Belkmo Lane 144 2 164 4 4 8.47 SM --9.5 1.5 2.25 M-25 3 2.25 21A 0:6 13.73 Belmo Court 96 2 116 4 4 7,26 SM -9,5 1,5 2,25 BM -25 3 2.25 21.A 6 13.73 LOT,, LOT2 LO !r j r r T3 -- l LOT,g 3/1 LOTxT 0 r ' LOTS r r , r Lars LOJ T' 1 L2,1 LOTg r x :'y + LOT -14r +a4^ � Lo -r,3 t LOTsz •�a.�� �:w�. o r + + 31 _ _.. .. LOT1O 11 v 30 OT2g f LOT28++' LOTz7 N LOT•34 LOTSL-jiI LOr32 ' I N, / LOT,23 LOTz2 LOTz2 LOT.. f fir TRIP GENERATION 111=150, E� . COLLINStZ . 035 791�fix Aj ONAL M�lm 2111 RIP GENERATION CALCUWATIOr-;S • GENERATION BASED ! MANUALITH EDITION) 1 j "-2" SM -9.5A IN{Ill{1{i111111{{{ti{tl1111{{{{II{{III{IIIIiIII{!1111111{{{{ ...... .. , u F ARiM7WA9EE ErMTRJWr7E:TkYAOF.TtE !"`S,# �, ,► .. APPitGABIE T4 $TT Ef + 0i#0l1S .: F S! AND, TT T uu@MA+�M %R" r?TERvALS x N2 %AerWrui,M 1A51E:A'+St.9PE "To" -- ! 4 SINGLE FAMILY ATTACHED INTERMEDIATE30) COURSEni),. �•.^•'•i}. fi` s{,•,,i} #i s Vii} r1.7 �7 - .- BUN.'& COiiGURRETMTLY x x x 3 X MA1Ml M DECREASE IN Stt7P£ FCR FIRST NTERYAL A,'ND. - .g fCOMPACTEDAGGREGATE�•^* • •'�#^i • t`'#irk • •}Ii* • �fi##�#1,�' BASE COURSE, VDOT #21A`tom'.! *•.'_,.#•-_`•��i•�.11 �,i :!c#:: JOOO psi MIM ... �� ❑,� m.• \DT: 326 VPD (:L63 ENTER/:163 EXIT) OR #213 DEPENDING ON TRAFFIC SECTION A -A AND UNDERDRAINS W PEAK: 26 VPH (7 ENTER/:ig EXIT) i STANDARD Cly T`R AN �E �U T T R M PEAK- 34 VPH (22 ENTER/13 EXIT) M�lm 2111 RIP GENERATION CALCUWATIOr-;S • GENERATION BASED ! MANUALITH EDITION) 1 j "-2" SM -9.5A IN{Ill{1{i111111{{{ti{tl1111{{{{II{{III{IIIIiIII{!1111111{{{{ ...... .. , u F ARiM7WA9EE ErMTRJWr7E:TkYAOF.TtE !"`S,# �, ,► .. APPitGABIE T4 $TT Ef + 0i#0l1S .: F S! AND, TT T uu@MA+�M %R" r?TERvALS x N2 %AerWrui,M 1A51E:A'+St.9PE "To" -- ! 4 SINGLE FAMILY ATTACHED INTERMEDIATE30) COURSEni),. �•.^•'•i}. fi` s{,•,,i} #i s Vii} r1.7 �7 - .- BUN.'& COiiGURRETMTLY x x x 3 X MA1Ml M DECREASE IN Stt7P£ FCR FIRST NTERYAL A,'ND. - .g fCOMPACTEDAGGREGATE�•^* • •'�#^i • t`'#irk • •}Ii* • �fi##�#1,�' BASE COURSE, VDOT #21A`tom'.! *•.'_,.#•-_`•��i•�.11 �,i :!c#:: JOOO psi MIM ... �� ❑,� m.• \DT: 326 VPD (:L63 ENTER/:163 EXIT) OR #213 DEPENDING ON TRAFFIC SECTION A -A AND UNDERDRAINS W PEAK: 26 VPH (7 ENTER/:ig EXIT) STANDARD Cly T`R AN �E �U T T R M PEAK- 34 VPH (22 ENTER/13 EXIT) • SUBGRADE r BASE cIng-1.11A I V : tom' PLANIM STRiP CONCRETE R I SIDEWALK 'l (� __ - u NO SCALE NO SCALE OEM= tel' cC•ti ttlRTFaC4MPONFNTS OF CM1XiB RAM6P5 CCSKStST OF'TNE MILO'TWG }iYORALit.iC GE3JENT- Stt7fWAk#t MOfty3'N W �3G}£&AREA N SOUARE YAROSI 9 CTaR9 iTI N RE (W 9R CC-3INi i�NE -Elly! . GENERAL LATEST aerEctaeiE wwear SURFACE TAR£A tR,srnrARE YARass 1. TtE 4}E tCCTA9L£ WM7 NG S+AdL B£ pROv+0E0 ®Y CRUNCATED DSS, BE OT TWE A130VC ITEMS tS A �RARATE PAY ITEM AHEM SHOMPiO � M 2: 9ETECTAFSLE. WARNRNG SNAIL 6E FROtB THE UATmm' bPPR4V£D r.dST. FOR BE :d11f1N.sF&2ETt FOR FACR C1A20 L,'lJT Dom, - NOTES: : - - OFTECTA1it,E 1§I. GN SUFAGLS. .PRfi047CTS NOT R,LyT£ci SN1AtE-MEET .-SMii£WA27t.. RAMP"N2.4 {teA1i - - - THE REORiH?EIAEtiTa CX TW SPECIAL PROVISI NM FOR CO -42 BFETECTA@LF #9�'t AiAX - L Tw MTEI/ U.A'y w I t'.AS1` OR aw kAm #'ARNINC SirR.FleL£ AkJi1 S1iM,t: SUSMTTED TO THE STANDARDS AND - - 5f?Epf/VtG 9E51P.6V SECToUN FO€k-!S'PE2OVAL.OF CUR RAWP BE p - - - _ 2+ 4 0 K mm A3 IF, CAST .N KAM. J. FLOdR OR a WAY BES_ ING PER6k NLE CONSMOCCTTON Jr"Na7Lj iYa�Ttt RE"EO UK $ 3, #CF�,� 'F}IQ�N�CJp,Wpji9 i GUTTER, 41� W A RAMIS ys yp 4, 1F RAMP, FLOOR IS PREGAS7, HOd£S NRIST RTE. PROwyJEL7 �FflR ROW€L 8tR$ SII - - S1{ALL BE:.Pim FOM RAOiN. &MYMW " THAT' ADJOINING PLARE0 h'S' CAN Rk CAST N "LAO£ AF "' PLAGEWNT CF tp:t a&AX _ NY [3JTTER: PRECAST' RA4dd'+ FLfYgT. PRECAST,CUNGR'ETl SHALL BE CLASS A^4, - TYPE - - 4,.FOR USE "T" STA t1[!'N1 Dpiftur. ..+�" S, REttUNREC+ BARS ARE TO 1 ti0, 5 X 0" PE.+!TTER t CENTEtt SOC R i!LONC - - t Ytl'SmEs aF' TE?� R'AW r{008,W-DEPti tbF RAND FLfK#i. diM.T .KRPENDICULAR - - 1'ER.TME 84TTOTA 47F E:1�.#r'Rii7TTFli cOxGRETt= COYER i%y"".. COURSES AND TO TWOEM OF, :i 4. C�>fiB I >vURg AM}� SR&ZR SIOFE. TR07%T4W AWAC€NT T£+ Mft. RAMPS. THE PAYEMEt , � /' ARE ,U6ED iAi RA"rNENT Fa}R CURE: Y WRB AND CUTTER: 8°koN A. -ALi.OWABt:E CRITEfAA FOR TTiE or C6-� 7._ OURS RAM--, ARE �TO BE Lf7Ch7E61 A5 SPtOV1N 9P3 t}E PIANS OR JOS OIRECt£ih ?2�'�•e -" � - � � .'.:MS P)SED � Rp0516WkY OL lCAnM By THE ENGlLWM TtNEY +' 7'O PRDVfDEO AT MiT£725ECTdOH9 ThER€v£R.. - .0 N-NiONN �!N> % a ■ AN ACCE53R91.£ 7YOVTE WlTHPr TRE- Ml*ll :OF WAY OF A M#'GRMWAY FA#3LtTY''., OTl txS lNFANM °,;fANCA �w CROSSES A CURB RECAROEESS.9F "ETkER StOEM+ALK iS iXtSTM/C;PAAPgSSOR NONEXISTENT, INET MUST VE i.90ATEO W3TFNR. F'£OEST1i1MF SSWALf±S 'I•'�PE � AS Sri9WN. Qty P6HiS OR ,4S OIRECTlrO� 0� Tri£ :ET•K7NEER, AND S!r4UL9 ROT 8E LOWEO.9EaiRA YETR�LE STOP. LIMAS, ESSISTIPRC LrCkT POLES,Ft� PAFi�A7,.1,1~L.- "YDRANTB,MOP tNI.ETS, Ei C. ALGESSRfi.E R Urs'40'T A COtFCBkL+04i5 .. <.- +SNU8g5T UGTE© 53'lELE. i�tb! MID �..h' RESE{iNiT PATH cowcCTR•tG rYl - - ACCES51&.E EL KRENT5 iYF A FACX.iT't' TttAT GAte BE A°F'ROACME ENTERED - AM6 iiSED 9Y o:EOFSTRAN&. - �- O,. 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EOfi QF PAYEMENi . 14..tN CLRB RAMPS ARE USED iH CON.tVtN 74FOR Willi A SHFREO USE PATH, - Al *YS Sl4ME AS 10- OF CURB - D • IN , y b- 'liYfllAkrAi W0TN: SHALL B£ TP£ 9YRT"fii'a THE SIAREO USE, PATH. - u. wr ra rarLr cam' RAIU is I�RGVI) .FOR Two MES.saNr,s laUlWONALt, TYPE A a°.:s Lkc AREA $N ALL Mal �Rtty o TO MANEir4ER A PIM££LC+MArR PRI LEi PERPENDICULAR. enTTtxc OF THE s NRT L.L INTO THE CROSSWALK-WRT9;DtRT WM, INT0 7HE TRAMYELWAY, THIS 41. 4' � - - � 6" 2+=ay,. - GUTTER UAV -9E � LMIXW AREA MAT TNP,Lr,M 71E GVTTER'PA'd. - TRUNCATED DOM, ( :� ICCI $ PROAROED.A, -,FQ, ALL CASES "MHEK CURD RAWS INTERSEU A MIAL _SEOTION_(16' rAs�=z L� r.r •fr+ >z .ti. a "� �• 4 s?q'iv atFo%To M�xc++ataG� "a.n.:,:�=a �•.�CC- tAa,� C 6".AGGREGATE 8AS£ _ CLASS A3 KE.S.) CONC. - TYPE RSE£ 218• PGtt!"t OF GRADE CHAkkGE - '""1 •. �'+r ,'�!!?:•. � 1. "' ti+ � � f .. l rL z 0 O ii j��1�1� S2 '7� d a O N O (r i 3 ZLLJ_ n zED z _ 'T3 ( 7 �z a Lij � 4- O O aIZ Cz ID 0 0 1�•--If v c o F_f v v a� iT� y x 4� O� Ci.. E p z LL! O j W V) J � C CL Q U s✓ O C i O v a � <L > :a (n U o sv cT s � LU o o ami W LU E v O JOB NO. 162126 v O vii y SCALE Tl' AS SHOWN SHEET NO. ca o VS O 9? /) /x' " _ , " 12% MAX. 5T�OP£ FOR CURS AND GUTTER�, 6ww ...... .. , u F ARiM7WA9EE ErMTRJWr7E:TkYAOF.TtE !"`S,# �, ,► .. APPitGABIE T4 $TT Ef + 0i#0l1S .: F S! AND, TT T uu@MA+�M %R" r?TERvALS x N2 %AerWrui,M 1A51E:A'+St.9PE "To" -- ! -:--, . i•. %,. `. ,a:...: ... +� .. _ „;..:. - .- BUN.'& COiiGURRETMTLY x x x 3 X MA1Ml M DECREASE IN Stt7P£ FCR FIRST NTERYAL A,'ND. - .g •• I MA M: DEME.A;SE FOR &=EEDNG Mta" 10, INTERVALS ... �� ❑,� m.• 1r'fI{5N C-0. SECTION A -A SECTION b -t3 STANDARD Cly T`R AN �E �U T T R sT+ECIFICAT€m �$ • �i14MN-'. REFERENCE � MIE"Clit��}OF `t' A7ME+NT BOAT AND STANDARDS CONNE//►► SVEET ����-��c� ,� aa STREET -I OF I REw9tom 9AT£..AND. �y ,L�y �y�r� ... R:E1f _CAU iA!lT3i ' 293.03 4X45 - - VIRGINIA.DEPARTMENT;F TRMS ORTATION���ff. V001 owmTmw OF :TRiWORTATMDM .. Z03.S?$ l rL z 0 O ii j��1�1� S2 '7� d a O N O (r i 3 ZLLJ_ n zED z _ 'T3 ( 7 �z a Lij � 4- O O aIZ Cz ID 0 0 1�•--If v c o F_f v v a� iT� y x 4� O� Ci.. E p z LL! O j W V) J � C CL Q U s✓ O C i O v a � <L > :a (n U o sv cT s � LU o o ami W LU E v O JOB NO. 162126 v O vii y SCALE Tl' AS SHOWN SHEET NO. ca o VS O 9? /) /x' " _ , " Iege Ni f I0 PLANT SCHEDULE I'IN ON NAME SIZE CANOPY (sf) TOTAL SITE SYM BOTANICAL NAME FY E (sf) L COVERAG IQUANTI ............. OTT/R. C QP QUERCUS PALUSTRIS 42390 OLLINS 7 VA NOTE: 7 r,77 No. 035791 7 -S U Lic. IF2 STREET TREES PROVIDED 40'O.C. AND 5'-2o'FROM PROPOSED UTILITIES, 'LIQ ya ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY OXAL TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. TOTAL STREET FRONTAGE 158i' LOT REQUIRED STREET TREES: go (i TREE PER EVERY 40'OF STREET FRONTAGE) 3 PROPOSED STREET TREES: go . .... . NOTE: 1,752'OF STREET FRONTAGE ALONG GLENLEIGH ROAD REQUIRED STREET TREES: 44 PROPOSED STREET TREES: 44 ILVI NOTE: i,:L:18'OF STREET FRONTAGE ALONG BELLUNO LANE REQUIRED STREET TREES: 28 PROPOSED STREETTREES: 28 NOTE: 7i2'OF STREET FRONTAGE ALONG BELLUNO COURT —LU I 3Z REQUIRED STREET TREES: i8 P 4 4r,. � � \\\ I I \ ,I ) 1, , 'X 1 � IPROPOSED STREETTREES: i8 NOTE: SEE SWM PLAN FOR BIORIETENTION BASIN PLANTINGS. LOT,,s, LOT ...... 0 -EXISTING WOODED AREAS ON-SITE ARE PREDOMINANTLY DECIDUOUS, WITH MINIMAL EVERGREENS INTERSPERSED. / �4 < Iu NU -1 0 Iry LL1 U) L '6,,- wm, an Z L T,, 6 7 XR�b\�ITH' PAINT R 6' ON AY A HrfGHT CLEARLY VISIBCE 'iO EQUIPMENf OOER TO�S. z 'I ALL TREES' TO'b� PRE`S�R\kD AN6 NPROTEC\t"b S L BE z NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED CL BY THE COUNTY ENGINEERING DEPARTMENT. 2� HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSDE DR)PLINE OF TREES TO BE PRESERVED AND PROTECTED. I ILOT 3. TEMPORARY EROSION CONTROL MEASURED AND/OR PERMANENT STORMWATER MANAGEMENT FACILITIES LOCATIONS SHALL BE COORDINATED SUCH THAT THEY SHALL NOT ADVERSELY AFFECT TREES TO BE PRESERVED AND PROTECTED. uj IN4. FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. CC ITOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND PROTECTED. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND 109, APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. A 7. WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE I NECESSARY ........... . ...... . . ....... WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED S 3,38 ............ FYTFNIT Pr)qQP1 P THKIKIM Mir, %ZL.�Al 1 DE7 DUn"If=n 1A, To THF FURTHEST "L.1-4 Ur-c-mr-U, 0 1 1 r1r_ uUU1,41 1 1 rim 1 1 Mr-MMINU WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. L ...... 'b. ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE PRESCRIBED BY A . r4: I Iuj PROFESSIONAL FORESTER OR TREE SPECIALIST. -2'- 2- �_LPT HOLES WITH AN IRON BAR EVERY 118" OVER THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12" DEEP AND MOVED BACK AND FORTH IN EACH HOLE ........ , ,,9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED AND PROTECTED, SHALL BE AERATED BY PUNCHING UNTIL SOIL IS LOOSENED. 10. TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN—UP IN4 IIPH II IT V1/ — ----- ''t LOq L Ir S F TREE CLEARINd; ('7T'0`);:­�;�,: ­_PY�VC R N/ qADt 25 M IREE PROTECTION FENCING (T P)- I-4 I(yi ICL CN + + IIIAREA TO REMAIN (n '--"EXISTING TREES IN THi' CN CN + (D --- ------- - -- IL > LLF ca:7-, Plate 3-18-2 sourc. uj Lu > V j M - 401 CL T uj N0 4- L Coriservation Plan CjItecklist- Ube placed on Landscape flaus ------ < Lu 84-1,11-297fo alandbook pp 111,2 folli"I"a ip an 010 glall. Trefa to. b o mve.0; nHR3 ofcle Z3 Li anng c of trm to bc�,%avd); L*oetion and Grade cbmigea rNuiring, tree -weliv or -walls PbDIstsed trenc or timoling bqoad the Urnits, ofelearing, II\LOT 0 X box, V Nvith (rees'Tobe savedonu, be marl, wrib �,at 4 hoo CWfly vpofe cvt. cr4 — - - --------- -,--LQ-T-29 0 LLj Q Nogyading "I bv� uniiii tree —ikinv d approved by a (,-uty hispeetm W Al >1 bew ifopeoled an IZ and prot=ticn mmu= �hall t reviewcd with thecotractcu site. :LOT 28 \240 ri co Huavy:eqoipmca;,y.ebicW traffic and. stura-ge including soil f�hall not Wpeurdfiad withiin- the dtiplines of trew -27 I to be saved. LOT, Cn Z S F 5t on ter mtmtion Pmkm W Lij be swiod. W TREES UP TO 4" CAL. SHALL BE STAKED adv 8QP WITH 2-2'X2" HARDWOOD STAKES. I L jll� /11, \ \ j TREES OF 4" CAL. OR LARGER SHALL BE LLJ 100 feet ofthe, driplineoftrees, to besava- GUYED WITH 3 EQUALLY SPACED, TWI51 LU, ..... .. z: AND TU RNBUCKLES. LOO P HOSE AROUND T _j naWrials 3ball not bestorod within 100 feauffhe &ipline oftree% to be?mved. TRUNK. FLAG WIRES WITH COURVEY TAPE. Toxic, i CL 0 0 REFER TO SPECIFICATIONS FOR DOUBLE STRAND #22 GAUGE WIRE Trm to be relaftA,wilhin 40 fevt of a proMed tnild" or gradmg ac-fivity shall be prCtacted by,rencing. FURTHER INFORMATION WITH RUBBER HOSE& TURNBUCKLES LIJ IQ FeAlcing 311201, te it, pla—Ard $haj be irlspectr(tmd Mwoved b a, CouW InVector Itnu to grad*, g� 2"x2" HARDWOOD STAKE 9. < When the groud levol most W raised -within di CUT & REMOVE BURLAP FROM TOP GUYWIRES WITH RUBBER HOSE AND i/3 OF BALL AS SHOWN _n a0mitted for approvoi, �0 - - ", - *.,�% - SCARIFY SUBSOIL TO 4�- MIN. DEPTH TURNBUCKLES 213 UP TREE LOt 33', 32-, (n 91 wilem FTQUud must N the driplinetift to be,&,wed a 4!,,L woRshall he provided-, "Wazomtruction de,W L m Ill 0 MULCH SAUCER 41 sul>�twd for m/1 TOP OF STAKES I2"X2" HARDWOOD STAKES, ALIGN Ii. ensbIn FINISHED GRADE ,IL gandTarmalitte- MULCH SAUCER El I ry C: q�":w Tkam p 04L9 , 1. �j (D 0 unjerl tice be considered as on allemative when it is anticipated tbat Wia destroy f[ceder roots. TREES UP TO 4" CAL. SHALL BE STAKED. 0 AMENDED SOIL MD( ui TREES 4" CAL. OR LARGER SHALL BE 01 12. _C"uujL GUYED WITH 3 EQUALLY SPACED LOT 22 ing tho final clearrup. TWISTED, #12 GAUGE WIRE WITH HOSE U.1 AND TURNBUCKLES. LOOP HOSE ...... uj E AROUND TRUNK ABOVE BRANCHES Uj :3 E 13 1 P d Trem. Aw,mv Q� 3: 6 dat buvated immodiawly bypninirg, fertilization a traeqe" AS SHOWN, FLAG WIRES WITH -0— U CUT AND REMOVE BURLAP FROM TOP OT 21 U i/30FBALLAS SHOWN COURVEY TAPE, REFER TO SPECS U1 FOR ADDITIONAL INFORMATION, NOTE.. �"JJRDEVEVD RISMPONSIBIUTVTOCONYXItWrrUTffECONTBACTOROiNTREF.�CONSERVATlDr4 JOB NO. .... ........ AMENDED SOIL MIX SCARIFY SUBSOIL TO 4" MIN. DEPTH LOT 162126 -2 > 6/30/17 COMPACTED SUBGRADE COMPACTED SUBGRADE SCALE OWNER $IGNATURr I lf=601 Evergreen Tree Planting Detail Tree Planting and Staking Detail Not To CONTRACT PURCHASR SIONXTURB (DATE) Scale SWW it \ Not To Scale -,f 511106 Pagel of.1 SHEET NO. -a 1131 BA$I.N, 8 IMMWMMNMI N,-:-,\`- . . . .. ...... + + + M Watershed Summary + + THEPROPOSEDIR �N PROVIDES STORMWATER TREATMENT FOR THE CONSTRUCTION OF Al . ...... H HYLAND PARK LOTS 1-34 (UNDER SEPARATE REVIEW). THIS VSMIP PLAN ADHERES TO PART IIB Pre -Development Post- Development "4 REQUIREMENTS FOR STORMWATER MANAGEMENT. THE SUBMITTAL PACKAGE DOCUMENTS o 'x, ASSOCIATED WITH THIS PLAN SHOW WATER QUALITY COMPLIANCE BEING MET THROUGH .. . ... ...... +++++4 :kp" 7-1 5, A 'A 5.14 a c. 5.14 ac. t++++ THE BEST MANAGEMENT PRACTICE OF OPEN SPACE PRESERVATION (1.31 ACRES), AND A T H 0 j 0"s IN PHOSPHOROUS CREDIT PURCHASE OF 8,54 LBIYEAR. THIS PLAN ALSO COMPLIES WITH PART rISCOTTR NS - COLLI Lic. o; 035791,�: 3 F SE 0 + + SCOTT R. COLLINS�?, 7.24 ac. 7.24 ac. JIB REQUIREMENTS BY THE ATTENUATION OF FLOWS IN THE TWO DETENTION I ASINS.PL-A Tota x,)n N, 11 N\, SEE THE ATTACHED STORMWATER MANAGEMENT CALCULATIONS PACKET FOR THE DETAILS OF PLAN COMPLIANCE. Z Outflow Summary: (2 -Year Storm Event) // I -- ­` -11 i :; " '' i:.) Lic. No. 035791,�- DA 'B' 2.10 ac. 2.10 ac. 7 N, % FULL &Q.I�P D' -SE j -4"! ....... N% k- Nty ---- ------ -Development Post-Deveiopment 4� V RE'S LX1 Pre 4a. I --. ,, \\\' -- ,, 0 IE, L.T- M, j 11w , — - ­, 'N.x � ­ - � I,,, I - , , " :-- -- � 1 - -- ­ - 1, \ I " 7�%� I N, it '. 9 1� , 9 h�, , . , 4\1 / I / ", - \4 -01VAL "N, 2. 11 cfs 0-40 cfs tz�:), try DAW �U. 'N. N X NI Q - ----- - 1131 7-, DA 0.73 cfs 0.09 cfs 0.49 cfs N, 4 X . ... .... N IN Pre -Development Post -Development I M 078 -00,7( CLOUNTY-DEFINEE —T -RE NNNN Total= pil, "I ,� , ,� 2.83 cfs EXISTING-' 7�. IN Outflow Summary: (10 -Year Storm Event) 41 N, # EWNE-, W'N JVNIM. __HYLAND 8.48 cfs 8.40 \ / I I . ell", /I / 01 IX r _db -2- PRESERV ��U, Opt IN, J, v PAU-,,LLC­.­ 'V/ 3.24 cis i RiAtE:­ -1638 K # 0.42 'ENTIAL, 8.82 cf s DB/PC 3/4� 9 4 N, -k f Total= 11. 72 cfs ZQlV1NG,., R4 RESIb 'N 'N Z: - i X X N N. X, -- 5q,� I # �4 N f 14 j b 5 .. ..... . .. , , ---- ------ - N, NZ\ "N' zF, IN 'IX 7: Z < v A -1 ­ —L --- ­', ­­ — -­ .­ 0 NN 'N, Q78t0-0'0'­00[--Gb A0` L N, 7; M' NP AW 'M DRAI GE -ARE 40' 5�. .1-4"ACRES- H��D PARK, 041 E� A 'ReAd�: 16.38"AC L N, -7- 'R4 SIDENTIAC A, I�!,"�,,,,-,,"":�i,.",:,rf"��,,,,,,, * - -1 -1 'Z, Z- - 'N CN=5 Z*Nq:, 1/ 1, A IN, N X L) X-"," ie N, N, N Vl N, 6 uj N� X E \.0 �N A _NN Ni X 0Z Z1, N. #+ N LLI TC=Gj2-0-hrC 416,3/4�9F' 4 Ln 4%, N' NN N, 'N N' " Z LU to -0 I NN `,.4 4 '-- _, — ___ _ r 4Q#I 4TY P6141E,13, IN, \ \1 ")AA,!, N\ '0 !"0 ' t M P/ % A, NN D.A.W Pre -Development Impervious Areas (Water 0 t ty)%' N, 4,160 sf 4�' -7 'k, ian I Tc -o �ajh rs V, p Existing Structures Uj A k 528 sf N T, Existing Drive & Wal kways ,AREA", DRAINAGE 1A Total 4,688 sf - -ttz D CN=55 194,250 sf jr A.'A' Pre -Development Pervious Areas ACRE (Water Quantity) V j Existing Woods 'N N. Tc= 0, 19 h rs. Existing Grass 24,960 sf -V 14 X:� AL N% -Development Impervious Areas (Water Quantity) -j- D.A.'B'Pre -c Existing Structures 0 sf 'N , # It N, �l V, "o N, Existing Drive &Walkways 0 sf V k Cr dc IIJNTY-D�FINED-- W -A OPIES fTyP-1-' en Ln N. 4,MSTEEP "Zi Total 0 sf )k -4 NA N, e -Development Pervious Areas (Water Quantity) J K� - Existing Woods 90,038 sf N N -1 ­­ -­ - - I_- - - - ­ - -- , -- 1, -- I .1. ", 1 EASTING- A 40 X Existing Grass 1,438 sf k,-, dftt --4 ZN 1 1 �� , \ , MA -ED-SL -Try- 17 \X1 "Z tv L IN > y -A N, Z X 'N -OJF::,: V � I /' / j ­ '— ­', 1 +1 LL Z a­ 'GRAP, Hl(- 4al" Anummomm W'm mom= =I . .... ... . jp- 0 N, —j Zo- X I jI C LIT Ql-�- % X 12 -N, L9 cr) 2" 40, cir J IN, T N, vi -N CF) 4 f MOM IrT Z IN, NN I NI Aq N, Mli PA - �1 inc,)�' At Jll'-�- N, N --j C10 i el I F I / ­- , ­­ I I -- \ \I- �� ,> , \ - 011 F�'.Z 7 'Tt N -�j < I IN\ IN, + N + A ement Plans SER11-MON General Construction notes for Stormwater Manag -1 Z M qP QS Et 2. All dams and constructed fill to be within 95% of maximum dry density and 2% of optimum moisture content. All fill material to be approved by a geotechnical engineer. A CM P�FO'R$* WA,%�Yj;:��DT�Sf EjS F01 T NT)�, t, A N� --- --- t 3 3 -!:Oq� $WIV1,0UP�Lq, F�r temporary sediment traps or basins which are to be converted to permanent Cq 'R :N' chnical engineer is to be present during construction of dams. -"\F + Pi e and riserjoints are to be watertight within stormwater Management facilities. -,PR,0-P`0SEP11,3:1�ACRES T(?T.�� VA T t0 -K.' -GRADING S stormwater management facilities; conversion is nottotake place until the site is stabilized, and permission has been obtained from the County erosion control inspector. T -S -FOR FUL-I I, lb YC �QITX51EE FKUFL)btU L)t I tN I BASIN 'A' �`54e� `F?� -)/,/" / / , , -- ' '- *�T N, N, '0�FjNEjY V N 'N "N, "Z W Z", LL. N"-/ ....... 'N' 4, + N, W 4;,! -DE-F1NLE­l`A1­ N, I -PRE ap S (TYP) 'X UN7Y S -V�- SL ER "N, + + s 0 X NI AV L9 N --l—) 't N, N -5.14 X 'N .7 Z N, ALI I Y C,�DF It AS It E GRADI ACRFSIT QT AL, \CqNS\ RVA��JVJN��L",\ IN, 1AND 00 N=76 FOR.$W'M' �1/ 1111D. 41 + SHE-ET-SF09 NT) + + N'- 0 X�IN. 'N X N, 'N Lij 'N' IN Z N, N1, Z) M I N -N, a IN X, \N` V D,A.'A' Post -Development Impervious Areas (Water Quantity) ILI 25,316 sf Roadway 0 + IN 41# Sidewalks & Driveways 15,817 sf �\\ I IX A41-111 (j) Buildings 50,784 sf N N, , 11,� I Total 91,917 st N- r + D.A.'B'Post-Development Impervious Areas (Water Quantity) Lij V, Roadway 22,624 sf A. - Sidewalks & Driveways 14,893 sf 0 1 01 Buildings 14,843 sf t 31 1 Total 52,360 sf 2 4" -4- r: 7, 7�-Qu a Total Post-Dev. On -Site Impervious Areas (Water Quality) Roadway 63,192 sf 4, T,- q I IN, Sidewalks & Driveways 40,327 sf Buildings 108,946 sf Nl� i -A, Total 212,465 sf 41� + 4-1 X . . . . . . ... . .. Ij %%%* ft N 1-4 4" 110� V W .... .. 'GA, GRAOHI� I qio Z ........ N, V IALFLORENCERD- Of \ xs�* PUBLIC ROAD - 25 MPH 'N AA,= + FEkT i A 4.- N,, N 4� 14F + IN, IN, + T L Z :5 La. Z 0 0 V i > Z L.J Z LLJ Z Z -00 U.1 ra Z V I Lli LLJ Z 7 0 < Z W 0 -;5 41 41 0 . (n F- Ul CL U.J 0 -C CL 0 F- om Ln .AO M Ej- U) Z 41 < LL. 4- 0 A"M%L 0 LJ c' -0 > 0 0 (D 0 Uj 0 t7u E Uj E 0 JOB NO. 0 SCALE 1 =60' SHEET NO. -a 0 a 9 P P I Me! go OEM MEM =MM -i Sia - ___ T_ __ _— 570 3<5' N, 565 ~'' '• - - - - _ - ---- - -- - -- I 565 S 56a `alG�T _ -- --- -- -- -- ---- 56a ``.-8°. 555 _ ~ 555 \ I 550 _ — - -- .5 \ - -- - -- - - 550 \ \ \ \ \ \ 545 545 \ PROPOSED GRADE (TYP.) \ \ 540 540 \�y \ 535 535 EXISTING GRADE (TYP.) — \ 530 \ 530 \ 525 \ \ 525 4fi 0Bim'°,'. c0Y°s "�- B' sr9 ua c3.5Ln' Ln Ln Ln Ln 1520 1 1 1 1 1 1 520 -0+25 0+00 0-1-50 1+00 1+50 2+00 2+50 a r% kd1 411 v) vi Ad1 Ln 625 EXISTING GRADE (TYP.) C W f M / 6:La / 61a f / / I / 6a5 _— a / 605 PROPOSED GRADE (TYP.) baa �` / baa / / 595 / / 595 1 1 / i I a t s :E i 1. LS9 CLi w co 0 0 co r1 M 0 Ln £o M L Ltf o m M w 0 Ti 0 %D w `? a S3 Lh N aT r. 00 ua M M r. ri 1+ wh 0 0 Ln 11 ra t*^ i• + B o W m 00 ¢¢0ry � � q C L�T/iy �0T ��N�ry Lei ��{dd°qq� ri i� �!p'� lC�y T�vyr�se�i; tri kn Lit W LM w Ln 110 w to w w w 4p W � d W ma M3 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 4+75 3+00 3+50 4+00 4+50 5+00 VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 20 ( IN FEET ) I inch = 5 ft. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft. 5+50 5+75 ME 6U m w m -0+25 0+00 570 I I t� 570 3.5 IN `• IN __-- r _ __— _-- I _ L [ -FONTANA DRIVE:INTERSEC111ON t 565 565 — a` 560 56o 9 f EXISTING GRADE (TYP.) 0 X 555 ' ., 555 ti 550 YN \ \ 550 545 545 _ _ PROFUSED 540 \ \®� 540 _ _ _ � . \U), \le�� 535 ? \°� 535 _ - _ \ \\ \ \ 530 \ \ 530 \\ \ \ 5�5 \ 525 _ _ — T3-5' 520 520 °1 ca L!1 w`9' In fidq6A L19 Ln Ado LJ9 Ln si 42i Nt Ln `4" 4d9 4eQ t� P i�} ri 419 S`i LA 0 #b Ln SCOTT" R. COLLINSZ Lic. No. 035791 .1�1 -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 04w P-4 LIJ 0 585 uj s z 0 SIGHT DISTANCIr =2 o' _ -- 3 5, W -- - 35, LIJ oz J — — — -- — 3 5° — _ -- --- --- 580 o C)� LLJ - 0 O I -LOCATION OF EXISTING DRIVEWAY° u. Scc /PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) _ 575 a v Z)Lu - �fLU ° c � 570 f o E o ,,—LOCATION OF EXISTING DRIVEWAY u I 35 / g ,-°[TSiI w BELLUNO[ LC 565 ui CYz W U ' Ln i / � J ! 560 0 0 a- '9 Q q OR o c ip iMice+ 00 00 C1 Ora Ln CA rn, Ln Ln ass Ln > _a CD e x 0 1+00 1+50 2+00 2+ 0 +00 3+SO +00 4+50 +00 5+50 6+00 6+2 0 5 5 3 35 4 45 5 55 5 rn: - LU _o _ �.. , t ,. , lu .... s ,� ` r .. _._ ._., _.,..._ tU x a3 280 _. . �; t 0+50 DISTANCE EASEMENT, r - 5 „ , ,�.r., � pe�•y�++ /)7uj y _ g IGS - iii B NO _ �kyr 162126 o s .,, :, — -� i i • SCALE t — a -� r,. i yw 3 ri'. Y ; SHEET �1C3. a Q - LANE & GLENLEIGH ROAD, b " , v vii SIGHT DISTANCE EXHIBIT. P EL�H SCALE; t� r i t -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 04w P-4 LIJ 0 585 uj s z 0 SIGHT DISTANCIr =2 o' _ -- 3 5, W -- - 35, LIJ oz J — — — -- — 3 5° — _ -- --- --- 580 o C)� LLJ - 0 O I -LOCATION OF EXISTING DRIVEWAY° u. Scc /PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) _ 575 a v Z)Lu - �fLU ° c � 570 f o E o ,,—LOCATION OF EXISTING DRIVEWAY u I 35 / g ,-°[TSiI w BELLUNO[ LC 565 ui CYz W U ' Ln i / � J ! 560 0 0 a- '9 Q q OR o c ip iMice+ 00 00 C1 Ora Ln CA rn, Ln Ln ass Ln > _a CD e x 0 1+00 1+50 2+00 2+ 0 +00 3+SO +00 4+50 +00 5+50 6+00 6+2 0 5 5 3 35 4 45 5 55 5 rn: - LU _o _ �.. , t ,. , lu .... s ,� ` r .. _._ ._., _.,..._ tU x a3 280 _. . �; t 0+50 DISTANCE EASEMENT, r - 5 „ , ,�.r., � pe�•y�++ /)7uj y _ g IGS - iii B NO _ �kyr 162126 o s .,, :, — -� i i • SCALE t — a -� r,. i yw 3 ri'. Y ; SHEET �1C3. a Q - LANE & GLENLEIGH ROAD, b " , v vii SIGHT DISTANCE EXHIBIT. P EL�H SCALE; t� -0+25 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+75 04w P-4 LIJ 0 585 uj s z 0 SIGHT DISTANCIr =2 o' _ -- 3 5, W -- - 35, LIJ oz J — — — -- — 3 5° — _ -- --- --- 580 o C)� LLJ - 0 O I -LOCATION OF EXISTING DRIVEWAY° u. Scc /PROPOSED GRADE (TYP.) XISTING GRADE (TYP.) _ 575 a v Z)Lu - �fLU ° c � 570 f o E o ,,—LOCATION OF EXISTING DRIVEWAY u I 35 / g ,-°[TSiI w BELLUNO[ LC 565 ui CYz W U ' Ln i / � J ! 560 0 0 a- '9 Q q OR o c ip iMice+ 00 00 C1 Ora Ln CA rn, Ln Ln ass Ln > _a CD e x 0 1+00 1+50 2+00 2+ 0 +00 3+SO +00 4+50 +00 5+50 6+00 6+2 0 5 5 3 35 4 45 5 55 5 rn: - LU _o _ �.. , t ,. , lu .... s ,� ` r .. _._ ._., _.,..._ tU x a3 280 _. . �; t 0+50 DISTANCE EASEMENT, r - 5 „ , ,�.r., � pe�•y�++ /)7uj y _ g IGS - iii B NO _ �kyr 162126 o s .,, :, — -� i i • SCALE t — a -� r,. i yw 3 ri'. Y ; SHEET �1C3. a Q - LANE & GLENLEIGH ROAD, b " , v vii SIGHT DISTANCE EXHIBIT. P EL�H SCALE; COUMY OF ALRFNIAULF. Departme"t,of Community Developroe 1 401 Ntclntjm.ktoad� Norib -Wi,ng, Ctartatttsvilk, Virginia 229,02-4.596 Aptif 2, 2008 Driver -Steve (Terra Engineering And Land Solutions) 415 Ah $,treat Charlottesville, N/a 229Q2 Re- zw�gowoie. ForitanaPhase, 4Q (Signs #31,455) Tax Map.toEi Parcel Aarld,Parcel 118 Pear Mr. Driver The Board of Supervisom approved your rezoning application on March 19, 1008, This rolp I rang frorn RAftral Areas, R-4 Residential zoning district and R-1 Retident! , $I z n. district to R-4 Residential zonfirig district was approved, in accordance with the attached proffers dated, February 24, 2008,and si gneq March 13, 2008. A proffered plan, dated July 30, 2007 �(also 4tachod) was a partof I far pproved as he rezoning. Please i -e to these dowments for any futurpz�pphcatqnls andmquests on this Property, Please be advised tbat-although the.Albomarle County $card of Suporvisers took action on the pr ect noted �atpvo, no Uses on the proport r bo 0 m Wr I Y 6i y as app oved �a v., � ay la ull 66 lin until all applicable' ap provals have boon receive, shave been met. d and conditl Thli includes, • complianco. with. applicoble PRQFFERS� • approval ofand. compliance with.a, SiUBDIVISION PLAT;. and approval of, a ZONING COMPLIANCE C . LEARANCE. Please, also, be advised that the Planning Commission, did not alp prove any of the-reque. led subdivision waivers and, if you still.desire the waivers, you will I'meo to rria�e tat request a�gain w4h yot4f SuNivisjon ptat apptic;3tipn� Hym have questions or corriments reigIarding the actibn, please do not hesitate to c . onlact Sherri Proctorat 296�5832, Sincerely, Y. WaYnOthirriterg Director of Planining PC: FQntpina Land. Trust; A M Nichols Trustee Ernail Cooy: Tex Weaver- Steve Allsbouse. Sherti Proctor: Sarah BaldwinA Bruce Wood It ze origi 'no] ProffbT Axnendvd,proacr N, (Amendmont 9 t toL_&,tA_4 , PROFFER FORM FOR FONTANA _FHASE 4C Date, February 24, 2008 ZMA# 04- _IS Tsx� Nlap and ParcvtNwnber1Lw_Mar!K. �arctdA 1, 7 1, 5 Acres to be. rezoned hom R __!,,k�ARA to R4 Purstintto:S on 3q.Tof *Albemarle Counly Zoning Ordinanait1teOwpurhomby valunlwdly proffic'm tbc condidons list W below which shall boa lied totheptopeny,ifre td, PIP I J*Se WoAjons am. prqfT": #*. a pv of tht troqu:mcd tezPAJAS and, itis agknt>wledgeti that. it C-00forwitv with Plans: Foataba Ph;4-%Q 4C slull be developed in getten- .0 0 -rd ith Ala. c Ak the ptans��o ife lau," prvpared L. md Solutions, datod, 30, 2007, a, copy of which is attached hereto &-, Fxhibi t A, (the- "PlaW14 No more than thiTt� y -four (34) dwelling units AW1 bc develuped in Fontana Phase 4C. jth&-_ TOc Oymer slud) submit a. GnW Vudin� plan meelint the mqw.rements of this se,��tiqlt (horqivKfter� tho "Final Grading Plan') with The application for each subdivisjou. of; are an rtifleil n rottll, 1, tb sidertiacl units shownon the, PI � ide. i, P e r abow�. 'Me, Finall Grading)Man:sW Show oxisting and propDsed topographic f6tures to be considered in the.development of the proposed subdiw I isiom The Final Grading Plan sbqI1 I,,- approved b the County En '01 to 4110�approvail of the first. preliminar Y 1 91 Pn subdivision plat, lbe subdi-vision shall toe gradrd. as shown on the,: ap provedfinal Gradiagftm No w0cuti:0 o",upanoy shall N, kqsucd for MY dwelliq )n a lot where the CouPty Ensinj= has determined the lot is, not graded consistent withthe approved Final Grading.flan, The Final (iradingPlan shatt satisfy flwfollawing- A, Gra6nV, Plan sW1 showall proposed.,�,treets, building sites, Surface &Amagp, drivew__ays, trails, and othcrkatures the Count Engincer&tomtinesare Y Ate.4-4 to,v0jfy,jIW Plan satisfies the of this proffihir. B. The Final. Grdding Plim. shall be drawn to �yzalio no -i grick"oT than, one (F) inCh qua 10, -5 kc�t, C, All, propaspil gradiag,shall be shown at contour intervals not greater than two (2) fecL b A OUNTY OF ALI�FMARJr, Department of 61urottnifty Development 401 Nic.1ndre Road', North Wing charjotte�AWN Virginia 22902-4596., ,(4L4 296-5832 Fax (4344 02,-41216 $te* ()river - Terra Engineering & 'Land Solutions 23,74 Stuqrts Draft Highway SWarts Draft, VA 24471 RE. ZMA *166601 Fqpfingi Rg.11 eroffer 00000A00, 7800,0000000E 07850000000001), 07BEDOOD0128, TAX MAPIPARCEL& 078EOD '07BE00000127, OMEOOOOM600i 07aF0000012500, 07BE0000012400,78E0000012300, 112100,0760000012000 �07$E0000012200, 078EOOOOO Mr,.Drlver:, On Deoember 14, 2011 jh6 Board of Swpervisors. approyed the above referenced re -zoning tg arnending the proffers on the above referended parce s to remove the obli atiori to butid a trail on 6.09. acres zotied R-4 Residentid. The approval was)nclq.sJv6 of the attached proffers dated October:A201.1. Please refer to this document for any future, applications and requests on this pro arty. p Please be adviied4h0t although the Albemarle County Board of Super -visors took action on this project noted above, no uses on the property as approved above may lawfully begin.untl all jappiloable approvals. have been received and conditions have been- met. This includes,, c;ompljjnc6 with applicablp PROPPERS; 'k approvat oi andoompliance with a SITE PLAN or SUBDIVISION PLAT; and approval of a ZONING COMPLIANCE CLEARANCE, -to If you have' questions or comments regarding ibe above noted action, please do not hesitate contact Rebecca Ragsdale at 296-6832, Sincerely, V�. Waqyne +Cimberg pireotor of Planning D� All surt ace draiflages ovcr I I ibeclealy shown wig h ithe proposcd gradi,ag, All Ptopovwd� grading sh.all bc �ihxmvn le'ahmi-re Thal wr fkc, dram�tgc cal -i provide adcqu�atc relict' from flao-dingat'dw0tings In ihe t-vexii.a SIM411 ISIMA"er Pails. G ra.ded ilopc s On lots propmole4 1() bt r laatcd w4b turf grass,(,�,m� (JaWns),03,11 i not exceed a gmdicnt ofthru� ('-,) unce for each I f�el borizantal dix Gne (1), lbot Of Verlical rise Or fall (11 StccNr,,j1opo- shall be ve. tatec with low niaiwcaomx vee-cla On. 45 dqw1lined lio be appropriate by ffieL County,s as aprmval Of an croz-00nand se ni plall rr�r 111c, WO dimarbing aclWity, Thv$e. steLTer slopc�.Aalk nwtnvccL-d ii gradictir (K tvvo D.feet of horizorujil diiias Z I K fOr each onc (" 1) facyl, �of vvnica1rise or fall (21- 1 w-kss the County 1`,ng �jncvrfi ds lbal tile grading nx-ornmendatiom kirsweper slqmi have adequately adtkcw�od the JimpucI5, NYh4;11;Vcf 6, gmater inarea, Aiadj bw ;,o1jcctcd- in a %oTmsvwcr'o.r dirmted to a draioavp, way ottlsidc of K AH draluagc- from 5trccts_�hall N. cwricd acrow� lots in. a 4turin-I scwcr tc, jl� p4)jj% beyond dic way c) r thc buil4ing, mtc� G Tlw Final Grading Plan ihall 41,110111araW thw wi arco. at Icast tca, (lo) feet in, vvidth, cyf io ibc lot line, if the dialam;Q is fi�s�l than wo 10) Am, ft L*ml thc portion Of a1c StPucturi: fki4 tb�� .5133,xt Jigs grudcs no sicc t CxIcn4firom "tho clm.anct�i totho d"vewAysor walkways coamciting the dWCjIi11'g to the l+ nalay be. -Waivtd, �y, tile County E411­isviur bv I tn slubmitting a waiv�,T NqUC4 With 01C PrCHMinary PIOL If swh ��a Lrqu is 111,1de, it ihatl inciudc!,: (0 ajustificAtigin for the rcq=st conwillQ6 in- a IxInifwd equivel's winity ulap showyjng a largcr -�treel fwtwo.Tk Q'I a;iCaleno Smaller ow;eplual plaa al a scale no 3malklx than wiv (I "rinc,11 tquaij tue likindrcd (2,00) fect 14 qjrve, ed. j , r owilig �� hounduric,'i of the pvap.crly., (iv) u)pvgr;q4i)- of thc at five fool I Itorvals for thc prop,;ON INIR& subdividlltd 41W. 00 abluting lau6i, to a distance of fjv� handird (500) fct: from the bmind, ary lia� tit 4�tijv_s%4 o br SuIll civni by div ag.ent; (,v) 11W 10060n) of s trezin s, sircam buMm, I ncvp �Im"Aplaias, ka.1-)wn wofiwid;s� w)d (��j) trjj� Propo -rd ]a out of �N-trvcits wid lot&� 011a, tyNs, =�s, mid lowalkarl ofpwking a-,� a I- , I ppficatic., fit, rcV1CWlR14 a waivtr trvquvst� qbc coutny'Lagirl'. rs'NtIT coasidor whelhcr thc altern"Itivc vroposed by 1k, 0vmur,.qaijsf1!CS the PUrPOW 0 1 the requintimeni w N., ),VM've4, w ai ima 41'� tqttivalvnt dt�Vcv, I" approving a Nvaivcr, t.6 omly 1`,;�;npincvr shall find that 1equidog �f.�;Mpflanct vVit I the mquircinont tif this w did 11, A 0 V ().uW not fonvard, the purposes oftk! Cvufl�Vs 50divWoll and VY"ater P cclion Ordillan=q of ottterwbw 5ervc lix, pubfic iaw=K OW gfwlt�),a-, 111twai'ver would cc: rontana Owners Association I no I I I Fontana court ChadottesvfllD VAMW. rontarta Land Trust 605 Fontana Drive' Chaflottesvitle, VA 22911 H16 Email Oc: Ta�x Wdaver, Rebecca Ragsdale Si�rah Baldwin nat puwlic, hc4th, sAty or welfa.m., to the oriderlv do I velopment of Ow Proicet, and to the land aAaccat t1wrvto. 'I, tlw owner may rNuos, tkot the Plan bc orlencled at any tirric,, All arnendovents, s NO I be subicci to 11ho M Vi QW Wid Ap, WOV41 [�',Y t 1110. CO U" ty fA#i neer- 'r)W O%Wr Slial�j Ct*n $2�809 tn dw0fills �mijt up jg_ to an ae qrCgate nW equivulent, to $ 19, 100 coh, per unit, alS 4401 i " Ii C11), of A V C (5) afffibrd4blz, dm*lfin�, an ts) to the County fbr lk mmse. of ,ItTof cl at . Ar, housing. eacn calsh contTibutior shall be due and payable with 4wh appik;W400 for a'baildino permit, &.10h c"h cordrihvition shall be ustd for the purpose of prog"Arnd, in Albernark Cnunty� I f tilis CAN+ 00411060n has no, bftn C�_<hauSjicd by U. (;puMy fQr 4bt stated purwsc widiin Ten (io) yem aftcr 1111c, last pay M-ent (if tbeconuibutiur, all, otwxpen4oil finids sh41I be applwd to any public use 4. At J�st ()jqe h-undjxd�scvcnj­y �j 701 tree -i ihA be plaoted or repined (va thr sub4i,videdlots, RcO$ball unpiwal I jots with �a mmmorn, (if 5 tws [W k I A J61d, for in Thc filve Iroa$ to 1110, counted PIA toch lo bc IMBAW in ffie I Dq c Y a fluall 7�011`19 -,I Anigr shall not request a, ocrijific4to of uipww Un hwpixtion Is pertomied wid all Tcquift,4 tr�_- W� in plaoc, Standurd. for 0*m ki be roUined'. DccidUM5 troa to te mWi0w s114,1 be at least a I 1,�� inch cal'W, , J11, and mott-deciduous trtts, shall be at kast four (4) feet in lvio, it, AW vacc, -to 1* retained SWI he iderdirled on C"'on md,.Wdirnent, contir0l Plans, Anal gradkjg plaw, amj Toa4 pt4as, A W=con-,wrvation plan, jo,aoawdame ly�*;Sectivn 7 x a 2. 7 N.4. of *�� Zo in in# orau, W e shal I b C minni, tW' and �VPry v cd prid. t to approv W -of any crowoo and §qdinicat comml perrait for grWing. qr.trm to, tj jNjL All tTm,,% shal I bc planwd ij) =wrdaIivcc withvf thcr -b"-b L the �jmdwtl�jad Ind='p-cs jooqyado by th -, Va ursv, ,pwj "now i Pwd v , ginio N ryqx 'I mwiation- tbc virlolio Socitw of LA043cape-Desigmers and tht Viy#Wa Chapter of the �Apnaicva 1, cietyof Landwr4v Are A I r $o _J�k Octso th,,� road md bridige sW_J tipriso it� Virginia IDe -nt of T -naL-p-ortaxicia. At plantint,� � docidunus trees sholl I* At least a I ,duous trees shall bc at leata four f4t foot,in he gbl, Padestnun fttbr. PcdcsUian paths shown vii Ow, Planshall bevormructcd %X(OX1119 10 the standards for Cla.% A T �rpe I Pedvsvlao petths in the Albcmflo Cilvmty sign. not -atinq si the 1� linth it S1WU'lard_'q'MantW, `Tfie()"Cr Shall rtqLteg that the C (91") b . ailding, pen-nituatill the paths ha -,v_ be,�n cornplatiedi to -(w satisfiXtion Ott* c(Away Tht C 01 cotitritnrw S1 7,50 Lash to tht,, Couaty, for each h hmact sh ur" consirmudd N� i1nin Vic,Propoy f6r ibo pw,?w of,witigating impacts.ftorn the op nt, fisal cgs, c librtuies, � public s4fety, pmim and twqvnatinn as *106fied b) tho'comy"s C*Itw oliginal F-xoff& Ameadxxi Rroffer (AMendmerrt,# I to ZMA 2004-00018) PROFM FOR FONTANA PH ASE- 4C Date, �0� -ZMA 4 2011-00001 Tax Map and Parcel Number: Tax'Map 78E, Parcel, A 17-15 Acn� to bg rezonedlftm P=umt to Section 33.3 of theAlb=wle County Zxmjng Ordinance,,th� Ovmm hexeby voluntaffly proffen the eonditions listed below which shall be applied to the if property, rozoned, These o0ndifians we pmffixed as a part of dio requemd rezoning and it is acknowledged &W sueb conditions are rwgable, ZMA Thaprollevbelowr� led in coujuxtefida wilit the entitled 2_ pin*- proft, #.10 sacep 200)"0018 Fo*Ma Pb= 4C, Tax MV 78E, Parcel A. M_ other pro4=9 accopw-d in, cM4u�cti wiffi,7-MA 2W4-000,18 remain in full force and d&ct., oil M Ia. thn &TRjestrion Paths for Phases 1. 2.31 4A Md 411 of Fontana _S3bdtvkjon: The Ommex SW capstruetpeilestrian patb$14. Phases 1,., 2,3,4A. md Q of Fqntan�& Subdivision in a=dawe with ft st;F� and locabow s1mn os the plaa entitled "Fontana Silbdivi sion Pedesttlliit, Sth Plan," prepazed by Terra Engine"ing'and. Land 11 rh, ese paths sball be completed to the s1#48fa0fiM_ the County En prior to qadiv$ in Phas�,, 4C. /Obl Nichols' ee DW7 Fontana L�nd Trust 0W= TI -T 110TT/1. IOUINSZ Lic. No. 035791,1:_ A