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SDP200800022 Plan - Approved 2008-04-16 (2)
J III NO OU ALBEMARLE C NT4".L- 4L�_71111 SHEET NO. DRAWIIdG NO. TITLE 1 OF 6 T-1 COVER SHEET 2 OF 6 E-1 EXISTING CONDITIONS 3 OF 6 S-1 OVERALL PLAN 4 OF 6 S-2 SITE PLAN 5 OF 6 S-3 SITE PLAN DETAILS d: NOTES 6 OF 6 L-1 LANDSCAPE PLAN, DETAILS, NOTES AND SCHEDULES NOTES: 1. BELVEDERE PHASE 1 PUNS ENTITLED ROUGH GRADING PUN, EROSION do SEDIMENT CONTROL PLAN, AND STORMWAM MANAGEMENT' (DATED JUNE 22, 2006l WPO 2006-00048), 'ROAD AND STORM DRAIN IMPROVEMENTS' (DATED JUNt 14, 2006 / WPO 2006-00048). AND 'WATER MAIN AND SANITARY SEINER IMPROVEMENTS' (DATED SEPTEMBER 1. 2006 / OFF-SITE CONNECTIONS) HAVE BEEN APPROVED. THE IMPROVEMENTS AND GRADING ASSOCIATED WITH THE AFOREMENTIONED PUNS HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR COORDINATION PURPOSES AS WELL AS REPRESENTING THE CONDITIONS AT THE TIME CONSTRUCTION FOR THIS PLAN COMMENCES. THE AFOREMENTIONED PUNS WILL BE CONSTRUCTED CONCURRENTLY. 2. PUNS ENTITLED 'BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A. 68 & 9A WATER AND SEWER IMPROVEMENTS' (DATED DECEMBER 29, 2006) WERE APPROVED BY ACSA ON JULY 7, 2007. WATER AND SEWER IMPROVEMENTS TO SERVE THIS PROJECT ARE TO BE CONSTRUCTED WITH THE AFOREMENTIONED PUN (TO INCLUDE D(TENDMIG THE SEWER HOUSE CONNECTIONS TO THE LOT UNE AND EXTENDING THE WATER HOUSE CONNECTIONS TO THE PROPERTY LINE AND SETTING WATER METERS). 3. SEE PLANS ENTITLED 'BELVEDERE PHASE 1 - BLOCKS 3. 4A. 5A. 6B & 9A EROSION AND SEDIMENT CONTROL PLAN` WPO 2007-00029 (DATED APRIL 18. 2007) FOR Ed:S CONTROL MEASURES (ON-SITE) TO BE IMPLEMENTED CONCURRENTLY WITH THIS PLAN. 4. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS FOR THE PROJECT AREA IS PROVIDED IN STORMWATER MANAGEMENT FACILITY 5 TO BE CONSTRUCTED WITH PLANS ENTITLED "BEL.VEDERE PHASE I'. BLOCKS 3. 4A, 5A. 68 & 9A ROAD AND DRAINAGE PLAN (WPO 2007--00029). DRAINAGE DIVIDES ESTABLISHED BY THE AFOREMENTIONED PLANS HAVE BEEN HONORED. 5. SOLID WASTE WILL BE COLLECTED IN INDIVIDUAL UNIT CONTAINERS AND PICKED UP BY PRIVATE SERVICE. 6. ALL ALLEYS ARE TO BE PRIVATELY OWNED AND MAINTAINED BY THE HOME OWNER ASSOCIATION. ALL ROADS ARE TO BE OWNED AND MAINTAINED BY VDOT. 7. ALL LOTS ARE TOWNHOMES UNLESS OTHERWISE NOTED. 8. THERE IS A 20 FOOT WIDE EASEMENT FOR ACSA OVER ALL SANITARY SEWER AND WATER LINES OUTSIDE OF PUBLIC ROAD RIGHT-OF-WAYS. 9. SEE PLANS ENTITLED 'BELVEDERE PHASE 1 - BLOCKS 3, 4A, 5A, 68. & 9A ROAD AND STORM DRAIN IMPROVEMENTS` FOR INFORMATION ON THE PARCE JZATION OF THE REST OF TMP 62A3-1 (PARTIAL). 10. PARCELS (LOTS 59-62, 70-73) INCLUSIVE AND THE RESIDUE OF TAX MAP/PARCEL TMP62A3-1 (PARTIAL) CONTAINS A BUILDING SITE THAT COMPLIES WITH SECTION 4.2.1 OF THE ALBEMARLE COUNTY ZONING ORDINANCE. 11. THERE ARE NO WETLANDS WITHIN BELVEDERE PHASE 1 - BLOCK 6A LOTS 59-62 d: 70-73. 12. ON-SITE SOILS IDENTIFIED AS 19(8) do 19(C) CULLEN LOAM PER THE USDA SOIL SURVEY OF ALBEMARLE COUNTY, VIRGINIA. ALBEMARLE COUNTY DEPARTMENT APPROVAL: ALBEMARLE COUNTY CON04UNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE WATER PROTECTION ORDINANCE, E SUBDIVISION ORDINANCE, AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED 0E O."tWITH E ENGINEERING EXPEDITED REVEIW FINAL PUNS CHECKLIST. SIGNATURE DA 3�3/O 0 REVISION INDEX REV. DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED) SHEETS REVISED 1 3/31/2008 ADDRESS COUNTY COMMENTS (PARKING do SETBACKS) 1. 3. 4. 5 do 6 7 «1 i • = r a• � ALBEMARLE COUNTY CON04UNITY DEVELOPMENT ENGINEERING REVIEW COMPLIANCE CERTIFICATION I CERTIFY THAT THESE FINAL PLANS MEET THE REQUIREMENTS OF THE ALBEMARLE COUNTY ZONING ORDINANCE. THE WATER PROTECTION ORDINANCE, E SUBDIVISION ORDINANCE, AND THE DESIGN STANDARDS MANUAL, AND ARE PREPARED 0E O."tWITH E ENGINEERING EXPEDITED REVEIW FINAL PUNS CHECKLIST. SIGNATURE DA 3�3/O 0 REVISION INDEX REV. DATE DESCRIPTION OF REVISION (ALL CHANGES LISTED) SHEETS REVISED 1 3/31/2008 ADDRESS COUNTY COMMENTS (PARKING do SETBACKS) 1. 3. 4. 5 do 6 1 1 'a �.�. • 1 1 « RFOSION FEBRUARY 4, 2008 FINAL SITE PLAN Carrsbrook VICINITY MAP SCALE: 1"=2000' a 4 LO T4wS 59 pmq 62 & 70 POR 73 Block 6A Belvedere Blvd Free State Rd Dunlora - Dunlora Drive ,River Run Pen Park SITE DATA PHASE I. BLOCK 6A OWNER/DEVELOPER/APPLICANT: BELVEDERE STATION LAND TRUST C/O STONEHAUS DEVELOPMENT P.O. BOX 6786 CHARLOTTESVILLE, VA 22906 (434)974-7588 ATTN: CHRIS SCHOOLEY, CU EMAIL: CSCHOOLEYOSTONEHAUS.NET ENGINEER: WW ASSOCIATES, INC 1402 GREENBRIER PLACE CHARLOTTESVILLE. VA 22901 (434) 984-2700 ATTN: DAVID M. JENSEN, P.E. EMAIL: DJENSENOWWASSOCIATES.NET SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES ALTA/ACSM LAND TITLE SURVEY OF BELVEDERE STATION LAND TRUST LLC DATED FEBRUARY 6. 2006. SOURCE OF TOPOGRAPHY: AERIAL SURVEY PERFORMED BY VIRGINIA RESOURCE MAPPING (DECEMBER. 2005) HORIZONTAL DATUM: VIRGINIA STATE GRID NORTH -SOUTH ZONE, VERTICAL DATUM: NAW 88 SOURCE OF WETLAND SURVEY: WILLIAMSBURG ENVIRONMENTAL GROUP. DATED FEBRUARY 3. 2006 SITE DATA CONTR*4UED: COUNTY. STATE: MAGISTERIAL DISTRICT: TAX MAP PARCEL(S): ZONING: EXISTING USE: PROPOSED USE: COMP. PLAN LAND USE DESIGNATION: WATER RESOURCE AREA» WATER SUPPLY PROTECTION AREA: YARD REQUIREMENTS: ALBEMARLE. VA RIO TMP 62A3-00-00-1 (PARTIAL) REZONED AREA: 78.76 ACRES RESIDUE AREAL- 27.39 ACRES OWNER: BELVEDERE STATION LAND TRUST D.B. 1836 PG. 184 NMD PER ZMA 2004-00007 VACANT RESIDENTIAL MAP 8 URBAN NEIGHBORHOOD 2 (NEIGHBORHOOD AND URBAN DENSITY) DEVELOPMENT AREA - NEIGHBORHOOD N/A SEE STANDARDS FOR TOWNHOUSES AND SINGLE-FAMILY DETACHED RESIDENTIAL STRUCTURES ON SHEET 6 OF 6 MAXIMUM STRUCTURE HEIGHT: SFD 38. PARKING TABULATIONS PARKING REQUIRED: 2 SPACES PER SINGLE FAMILY ATTACHED TOWNHOUSE UNIT PLUS 1 SPACE FOR EVERY FOUR SINGLE FAMILY ATTACHED TOWNHOUSE UNITS SINGLE FAMILY ATTACHED TOWNHOUSE 8 TOWNHOUSES X 2 = 16 SPACES PLUS 8 / 4 = 2 SPACES TOTAL SPACES REQUIRED = 16 + 2 = 18 SPACES PARKING PROVIDED: 1 ON LOT SPACE PER SINGLE FAMILY ATTACHED TOWNHOUSE LOT PROVIDED = 8 X 1 = 8 SPACES 10 OFF LOT PARKING SPACES PROVIDED ON FARROW DRIVE WEST (ROAD D). COLE STREET. (ROAD E). AND ADDISON STREET (ROAD L) TOTAL SPACES PROVIDED = 8 + 10 = 18 SPACES AREA TABULATIONS OVERALL AREA TABULATIONS: TOTAL BELVEDERE AREA = 267.01 ACRES TOTAL PHASE 1 AREA = 80.69 ACRES BELVEDERE RESIDUE = 186.32 ACRES (267.01AC - 80.69AC) TOTAL PHASE 1 BLOCKS 3, 4A. 5A. 68 & 9A = 35.62 ACRES (9.60AC + 12.30AC + 1.35AC + 11.62AC + 0.75AC) PHASE I RESIDUE = 45.07 ACRES (80.69AC - 35.62AC) TOTAL AREA BLOCK 6A = 0.51 ACRE PHASE i NEW RESIDUE 44.56 ACRES (45.07AC - 0.51 AC) CURRENT DEVELOPMENT AREA TABULATIONS (BLOCK 6A): AREA OF LOTS = 0.51 ACRE AREA OF ALLEYS (OPEN SPACE) = N/A AREA OF OPEN SPACE* = N/A AREA OF STREET FRONTAGE TO BE TRANSFERRED = N/A AREA OF SIDEWALKS do PAVED TRAILS = N/A IMPERVIOUS AREA = 0.31 ACRES X IMPERVIOUS = 61% (0.31 AC / 0.51 AC) SINGLE FAMILY ATTACHED UNITS (TOWNHOUSES) = 8 UNITS DENSITY = 15.69 (8 UNITS / 0.51 AC) • AN OPEN SPACE SCHEDULE IS LOCATED ON DRAWING NO. S-3. BELVEDERE PHASE 1 (BLOCKS 3. 4A. 5A, 6A. 68. do 9A COMBINED): DENSITY = 3.04 (110 UNITS/36.13 AC.) DMJ 3/31/2008 DESIGNED BY: '1H or ` KG 1 ENGRQERS DRAWN BY: � SURVEYORS KG DAVID M. JEII PI.ANNFaEtS No. 11 As ASSOCIATES REVIEWED BY: Od► l �j�,�► '°'"vi►iaa � 'VAnM a 31 WWA NUMBER: +`�'��..� 13..!112700 dlolrAL ........ 207073.03 R?' �. REL" -ION � , 1 PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FINAL SITE PLAN TITLE: FILE NAME: 707303C-T-1.dwg COVER SHEET SCALE: DATE: H: AS NOTED 214108 V. N/A DRAWING NUMBER: T-1 SHEET NUMBER: 1 of 6 WW -r. ADDITIONAL PARCEL INFORMATION UUNLUKA LOT TMP OWNER 213 62F1-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK 215A 62F1 -215A JANE E JOHANSEN 216 62F1-216 JAMES M CULVER 217 62F1-217 MARYANNE N HIGGINS 218 62F1-218 MARCOS L BALCELLS 219 62F1-219 THOMAS R HARVEY 312 62F-312 KATIE L DOTSON 356 62F1-356 KIMBERLY PERRY CHONG 357 62F1-357 TOMMY J CLICK 358 62F1-358 LINDA L CALDWELL 362A 62F -362A ALICE C COOK 362B 62F -362B ALBERT B SHIKIAR 363 62F.-363' GRESHAM M SYKES 364 62F-364 PHYLLIS K CHILDRESS 365 62F-365 JANICE S LINKOUS 366 62F-366 ROBERT C BEVERLY 367 62F-367 GEORGE RICHARD COLEMAN 368 62F-368 MICHAEL P KLEKAMP 369 62F-369 DENISE CASTEEN ATWOOD 370 62F-370 MICHAEL D HORN 371 62F-371 CONRAD A SMITH 372 62F-372 HARRY L MARSHALL 373 62F-373 CHRISTINE G BARNICLE 37462F0-374 S51'39'39'E MARION G ROTHMAN 375 62F-375 JUDITH K SANDS 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO 378 62F-378 JUDY LYNN SAVAGE 403 62F1-403 CHRISTOPHER D WILLIAMS 404 62F1-404 ROY S COLE 405 62F1-405 BILLY R BUTLER / BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W 1 ` REVISInnI It \`;\\--- _\� PHASE I ffi3OCIC3 I A 2 \ MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" ON FEMA FIRM MAP 51003C 0279D, DATED 2/4/2005. 2. HORIZONTAL DATUM: VA STATE GRID NORTH -SOUTH ZONE NAD 83 VERTICAL DATUM: NAVD 88 NAM 111 �\ `�///,�� ,�,,� .,Il; •• 'y�/�i% , 1,11\\ • ,- 1 /� / /i r \ 1 I � // / // / � \ IF \IDUNLADRA DUN, ORA hk RY 1 N0. r<L OS /ON TMP 62-00-00-2A JACOB C. do CHARLOTTE G. LEVENSON DB 438 PG 512 lie mg p:;& '.I w, --.=- / ���•///// /j% ' / `'V ` \ �• ++j.,F:�y,��-� � / / / ice% / ( �,"Li _ � � �\�\\•� �1\\ 1 1 ,\ =;Y_zas s"sx-ss___zs� / �� fr // 1 II11 iI I / / / / /� / / /i / f / A/� ilk PHASE II /l/ / i/1I/illl/;Ill/ � _ ==i-_ \ /'/ _`� 1` ` �• � `` \���\ ```� �� 1}illh , / .�// it 1111► + _, \ `.• \ I 11II`�sii-=�\ PHASE III It, I II h /,/ /� //,/� \ - IIII,I IIIf/, t` -' � -'-- �-`--- / I I I `' � �'•- /-\\_� l f,l /I SII 1 / K1 �J�'//,/I/1� //'���.,, �\� / I` I�II1j�1) ,/ -_ _.�_��-�``\\_/; f rII;IIII;111ji1�;,�� , �- \` /, I 1 ►IIIIZ� �; �j./- __/ \ \'.� , I II,, I1� III \� •! 1' ��-/^\11 / 1 \\ i IIS, i 1111 X11 DIJMRA •\\\\`�\� \ iia �\ \ - 1 \\\;\�I.\ �\V BY DA --, TH or Alt DAVID M. JENSEN No. 11 'rOJFAL >ir 1 BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W -;I, r \ , L7 N18'42'OOV 1 L8 N10'42'00"W 208.40 L9 NOO'40'00'E 240.30 L10 N04'33'I6'E 88.95 / NIV21' 1'E ! ; L12 #q lie mg p:;& '.I w, --.=- / ���•///// /j% ' / `'V ` \ �• ++j.,F:�y,��-� � / / / ice% / ( �,"Li _ � � �\�\\•� �1\\ 1 1 ,\ =;Y_zas s"sx-ss___zs� / �� fr // 1 II11 iI I / / / / /� / / /i / f / A/� ilk PHASE II /l/ / i/1I/illl/;Ill/ � _ ==i-_ \ /'/ _`� 1` ` �• � `` \���\ ```� �� 1}illh , / .�// it 1111► + _, \ `.• \ I 11II`�sii-=�\ PHASE III It, I II h /,/ /� //,/� \ - IIII,I IIIf/, t` -' � -'-- �-`--- / I I I `' � �'•- /-\\_� l f,l /I SII 1 / K1 �J�'//,/I/1� //'���.,, �\� / I` I�II1j�1) ,/ -_ _.�_��-�``\\_/; f rII;IIII;111ji1�;,�� , �- \` /, I 1 ►IIIIZ� �; �j./- __/ \ \'.� , I II,, I1� III \� •! 1' ��-/^\11 / 1 \\ i IIS, i 1111 X11 DIJMRA •\\\\`�\� \ iia �\ \ - 1 \\\;\�I.\ �\V BY DA --, TH or Alt DAVID M. JENSEN No. 11 'rOJFAL >ir 1 ROAD SCAR ON BOTH SIDES OF /// �! I r •�•• / ��// �/ !/^: / / RIVER INDICATE LOCATION OF A RIVER FORD NO LONGER IN USE. 1/ F \ / r / I I 1 \w M w %- \ It N 71!' \ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" 300' 300' 0 300' 40' SAN SEW ESMT 42" SAN SEW PIPE DO 657 PG 510 D8 712 PG 454 50' SAN SEW ESMT 48" SAN SEW PIPE D8 657 PG 510 DO 712 PG 454 BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W -;I, r \ , L7 N18'42'OOV 221.90 L8 N10'42'00"W 208.40 L9 NOO'40'00'E ROAD SCAR ON BOTH SIDES OF /// �! I r •�•• / ��// �/ !/^: / / RIVER INDICATE LOCATION OF A RIVER FORD NO LONGER IN USE. 1/ F \ / r / I I 1 \w M w %- \ It N 71!' \ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" 300' 300' 0 300' 40' SAN SEW ESMT 42" SAN SEW PIPE DO 657 PG 510 D8 712 PG 454 50' SAN SEW ESMT 48" SAN SEW PIPE D8 657 PG 510 DO 712 PG 454 UNE BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 NOT22'53V 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 UNE BEARING DISTANCE 11 N4707'59'E 250.40 L2N70'08'27"W LENGTH 134.48 L3 N31'58'21 V 341.73 L4 N23'39'50"W 30.62 L5 N7T24'0o'W 33.60 L6 N44'36'00"W 166.60 L7 N18'42'OOV 221.90 L8 N10'42'00"W 208.40 L9 NOO'40'00'E 240.30 L10 N04'33'I6'E 88.95 L11 NIV21' 1'E 792.00 L12 N26 -51-31'E 165.00 L13 N 9'51'41'E 180.97 L14 N55'33'40 77.83 L15 S77*21'l9"E 178.60 L16 S7lr07'39-E 171.99 L17 SW51'35V 462.01 LIS S74'25'32 71.00 L19 N75' 1'35"E 347.89 L20 S1 V51'18 118.05 L21 SI4'58'45"W 88.56 L22 S23'25'55"W 536.13 L23 N66'34'05'W 85.39 L24 SO4'42'09'E 436.83 L25 S42 -50'08"W 641.24 L26 S51'39'39'E 244.88 L27 S1T10'39"W 51.07 L28 S7T48'58"E 107.88 L29 S1704'48"E 61.02 L30 S37*46'03'W 283.19 L31 S46'19'33"E 40.44 L32 S4709'06'1N 447.78 L33 N4S15'O2"W 60.00 L34 N56'01'02'E 637.09 L35 N33'55'40"W 517.05 L36 N58'35'11'E 288.54 07 N58' 15'08'E 346.11 L38 N51'34'29"E 221.01 L39 N46'23b6'E 204.52 L40 N44' 12' "E 204.39 L41 N4 2 L42 N45• ENODrEM SURVEYORS PLANNERS ASSOCIATES !O M,[ 4119 1 434�A 14.MM 9� Chm10 wli, VA Zft /� lrwe 4X M.2M www......IIr....� NO ESMT FURNISHED IN COMMITMENT LEGEND -- PHASE UNE FUTURE REZONE AREA PROPERTY UNE UNE BEARING DISTANCE L43 N44 03'43"E 132.20 L44 N43'46'00'E 240.24 L45 N43'27'26"E 164.29 L46 N4710'28"E 181.65 L47 N38'33'22 170.70 L48 N35'02'44"E 239.53 L49 N3T07'43"E 196.62 L50 N39*49'02oE 242.06 L51 N45'34'59"E 23.63 L52 N4T54'47"E 191.08 L53 N49'49'27E 153.92 L54 N51' 16'52'E 272.94 L55 N50'27'16"E 191.41 L56 N51'20'43'E 163.37 L57 NS 04'51'E 39.31 L58 NS I'll 7"E 242.74 L59 N56'25'20'E 130.46 L60 N50`33'21 'E 275.66 L61 N44'3'6'36'E 206.77 L62 N41'44'20'E 29.09 L63 N5O' 15'56'E 198.45 L64 N51'56'29'E 156.80 L65 N56' 16'34'E 145.61 L66 N44!41'51 *E 100.33 L67 N46'O1'33"E 223.17 L68 N44'44'16"E 184.82 L69 N5740'36'E 137.84 L70 N32'45'22E 87.55 L71 N29'44'00"E 126.36 L72 N31'52'00'E 155.82 L73 N 155*361`E 117.63 L74 N33'29' 6'E 192.44 L75 N 8'41'07'E 118.34 L76 N28'47'53'E 69.36 L77 N2T I W 14"E 155.28 L78 S40'47'27E 150.21 L79 S31'43'51'E 231.97 LBO S28'02'31'E 65.10 L81 S01' 12'25'E 127.9-- L82 27.06 L82 13'15'56"E 106.11 L83 S00'38'S8'E 92.93 L84 4 '06'W 69.61 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING BOUNDARY CURVE TABLE L127 S86'01'33"W CURVEDELTA L128 LENGTH RADIUS CHORD BEARING C 1 61'31 '04 483.16 450.00 460.28 N 11'22'28'E C2 12'44'55- 113.48 510.00 113.24 N 1744'11 *E C315'30'26' L134 270.65 1000.00 269.83 N4 1925'E C4 16'01'01' 289.33 1035.00 288.39 S48'34'42W CS 16'01'01' 269.76 965.00 268.89 S48'34'4 'W C6 15' 6' 289.60 1070.00 288.72 N 19' C7 69'00'00' 150.53 125.00 141.60 S75'05'1 3V UNE BEARING DISTANCE L43 N44 03'43"E 132.20 L44 N43'46'00'E 240.24 L45 N43'27'26"E 164.29 L46 N4710'28"E 181.65 L47 N38'33'22 170.70 L48 N35'02'44"E 239.53 L49 N3T07'43"E 196.62 L50 N39*49'02oE 242.06 L51 N45'34'59"E 23.63 L52 N4T54'47"E 191.08 L53 N49'49'27E 153.92 L54 N51' 16'52'E 272.94 L55 N50'27'16"E 191.41 L56 N51'20'43'E 163.37 L57 NS 04'51'E 39.31 L58 NS I'll 7"E 242.74 L59 N56'25'20'E 130.46 L60 N50`33'21 'E 275.66 L61 N44'3'6'36'E 206.77 L62 N41'44'20'E 29.09 L63 N5O' 15'56'E 198.45 L64 N51'56'29'E 156.80 L65 N56' 16'34'E 145.61 L66 N44!41'51 *E 100.33 L67 N46'O1'33"E 223.17 L68 N44'44'16"E 184.82 L69 N5740'36'E 137.84 L70 N32'45'22E 87.55 L71 N29'44'00"E 126.36 L72 N31'52'00'E 155.82 L73 N 155*361`E 117.63 L74 N33'29' 6'E 192.44 L75 N 8'41'07'E 118.34 L76 N28'47'53'E 69.36 L77 N2T I W 14"E 155.28 L78 S40'47'27E 150.21 L79 S31'43'51'E 231.97 LBO S28'02'31'E 65.10 L81 S01' 12'25'E 127.9-- L82 27.06 L82 13'15'56"E 106.11 L83 S00'38'S8'E 92.93 L84 4 '06'W 69.61 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 3'44"E 297.49NOTE: CALLS IN (PARENTHESES) 2' 'E 62 83 ON INTERIOR LINES ARE TAKEN FROM RECORD DOCUMENTS DESIGNED BY. PROJECT: REVISION NUMBER: KG BELVEDERE PHASE I - ..BAAL,,OCK 6A,I ALOTS 59-62 & 70-73 0 DRAWN BY. FIAIAL SITE PLAN KG DRAWING NUMBER: TITLE: REVIEWED BY: D(IST%NG CONDITIONS E-1 DJA# WWA NUMBER: FILE NAME: SCALE: DATE: SHEET NUMBER: 207073.03 7073o3c-E-l.dwg v: N/ IF LINE 2/4/08 2 of 6 ZZ- +� � --- i I , 1 I -- l \ •�• \ \ \ - ``\ \ \' — _ \ \— � _��—fes/ /� / C 'i _ — i __--'�/ I _ — � •��' — — — •— — — — © — — _s =_- -- 4— 74 1 iso- \ LAIZI e N�RRUTkLED� - 1 \PAM K ZpNED � JI _' !\ `\ \ \ \ ' — — - _ _ =_=�1= — __- - ' f — ----- = _ \ \ — — — —'M► TK_E— — - / — JN \----------- ,\ \ \ `\ \-a�Qq�yZr�(— \ \ _' — ' \ R� \ \gym--- .L I � - _-- j TMP 61 -00-00-1 6MOW 06` �/ \ \ \ \ iA(IIGN.�LtJ� tNC� — — — — .. I \-//(GREEN MER - RUTHLEDGE / \ ZON�D`LR \ , _ / �� 3 \ SWIM CLUB INC. I \/_ \ \ \ \ \ _ ► - _ i-"� LOT 7 f `� \v _---- ZONED R-4 I / 1 l \ `\ \ � -_� •' - -0\ I I L 55� � i i3f>" L 7/wo ----._ _ - —\ _- f _ — — —\ , � — \ \\ \\ `' __ _, ' '//' /� \\ /\ / "_— /4A» LOT L OT 56 FUTURE y LOT . ) I \ : \ ' I LOT 5a«� LOT _ L - 75 I NEIGHBORHOOD - --- �� �'°.° _ - CENTER\_ I M 61 159A �; ^ , \ I _ _ LOT 67 y — / _ — _ - \ \T\ / / s & MARY WELLS, , ADDITIONAL PARCELINFORMATION LOT 601N E DB -2T6 5 P G 3�2 .o �`� �= ��� �/ / -- �, _ , ; � �,; � � `;, ,,\ �, / '' \ � ` y I LOT 61LOT 66 / LOT 'y/_C \ \\ \ \\ \ DUNLORA LOT ISP OWNER L T-QF_S4�J�E DEUS- \ \ I I \\3.-- - / = I -- / /' ,- - -_ /►/ _-__/; \\ \ 213 62171-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK -_- mILLPI �r 0O215A 62F1 -215A JANE E JOHANSEN 0d° < \ / 216 62F1-216 JAMES M CULVER \ - - - BARBA RO - _ - /- 217 62171-217 MARYANNE N HIGGINS 218 62171-218 MARCOS L BALCELLSQB oo �\---_----� ------ y - -- 219 62171-219 THOMAS R HARVEY 2F-3 a%fwiah., 1 1 " •: / / _ \ - - - 356 62F1-356 KIMBERLYPERRYPERRY CHONG _211 \ - - r EX BELVEDERE BLVD - l `%�"�'E I - -- E ( / 357 62F1-357 TOMMY J CLICK � - �,r , v _ ---�� - }• p >s I GN 1 ! 1 \ \\, \ / l - - 358 62171-358 LINDA L CALDWELL r _ 362A 6217-362A ALICE C COOK I(' ` \ 362B 62F-3628 ALBERT B SHIKIAR �� �' /' /,•= ,,__,�_ � \�\ \ y. \;�_ _ � \ � � •.\; ._ _ _ --_ /'' _\ 63 6217-363 GRESHAM M SYKES \ \ \ - `� - - _ _ SII - \ - \ _ _ _ � ,,, / / /�, �,, , � \ � � � � \\tib \ $ i � 1 � �- � / / / / 364 F- 6 PHYLLIS K CHILDRESS / 62 3 4 rEtr--------- i / / r / _ �` \ \\� \ v — \ �. 1 O 1 O 1 r - - r / / / / / / / / III ` JANICEPHASEII / / r _ 365 62F-365 RORER S LINKERS / / III - 366 6217-366 ROBERT C BEVERLY t-- \XN 367 6217-367 GEORGE RICHARD COLEMAN - \\ 368 62F-368 MICHAEL P KLEKAMP t \ �.r�,,i� 369 6217-369 DENISE CASTEEN ATWOOD \ \ \\ \ \\\`--_ __ / 62F-370 MICHAEL D HORN \\ 371 62F-371 CONRAD A SMITH 4\ ' _ / _ — — _ _ — — — — __------- 242 _ — — _ \ 372 62F-372 HARRY L MARSHALL � BG/ 544, � � i � ` \ \ � � � \ \ � o OT � - - - _ - - .1 iii'- �- - /// — _ _ — - 373 62F-373 CHRISTINE G BARNIC E I I o -' g _ -_ -- --- - 11��--- --' ' / / / ; // //,' �� - 374 62FO-374 MARION G ROTHMAN L \'h `\ \ \ ` '/ i = =_ \\ __ _ \ - - //, ----- _ - _ . // / // / / /, __- - - , - \ \ 375 62F-375 JUDITH K SANDS o 0 7 /, '- _ _ _ _ = _ _ _ _ _ - _ / / ,' // / /,' /// /.' /' _ ----- \ \ \ 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO -- -- H -•# �- / L 1 / / , _ _ _ / ,, - / ,��'� ��� _- \ _ ` - - \ . 378 62F-378 JUDY LYNN SAVAGE - - '1 • , / 1'�% / \ li� T 01�� !�o 1 \ / __--' // / / ��' _ _ - - - \ 403 62F1-403 CHRISTOPHER D WILLIAMS - _- ' • ' // \_ _ _ / /' � - 404 62171-404 ROY S COLE � L �0 '� ` ' -'�/ ) -'-----.a'°' / / / \ I 1 \+per — \ \ / �/ /�(, \ \ \ \ \ \ \Ih.\ s \ of ` , \ \ �,` / / / — — _ \ `\ \ _ \ / / // 7 / 1 \ \ \ ,\ / 1 - !- \ \ I ► 1 ��\ \ \ _ ,. \ \ 405 62F1-405 BILLY R BUTLER or ° `� , ��e ' �------`--\� --\ 11111 II Ill \ \ - / \ / I 1 , \\ )�l•j 1 1 I 1 \ / ,,.o, \ 1 I \ \ \ \\ \ \\\ \\ \ \ \ J —'(o `�' / _,' /// p /' //I 1111 1 . / ► ` 3 � ter_ I\\ � ---`fir'=_-'---=� •� �� / — — 11 / / — — — — — — _. _ — — \\ EXISTIN "'. \ ' � ib' / � _ — — ',% — � — \ �b-_---------\ \ \ \ i / / / / � / / / / It it I Ilnll \ 1 \ 1`� TMP 62-00-00-8 _ �� ------- / \ 1 \ \ \\ 1 1 \ \\\\\.\ _- \ \ \ \ \\\ \ \ v, �/ / , )� / / / \ `\\ \` _ ��o-- \ \ 11It \\ \ I // /PHILLIP E. SR. & BARBARA J. BROWNIf I/ / / / 1 1 , • ZONED R-4\ / . / / \ I _ — \ \ / / / 1 \ / I \ / / / \ \ \ \ l I I / / l / r ,. . / / / (till \`\`\ \ 1 1 I I 1 1 1 i //li / / \.__-/� '� _; �_,, r.•-, ZI _ / / / /,' / / / /, i071- / 21 TMP 62F -00 -00 -FO I i / ( / / / BELVEDERE STATION �0\ 1 �� LAND TRUST \\� � , / - ok ,, �/ / /% / % �/ / /�_� I 1 I / / "0 \ ZONED R 4 \ ` \ O/ \ / /, /i /,, I I o�A NO 110 TMP 62F -00-00-F1 oQj _ / I , O c / / / ° TMP 62-00-00-6 ')v// /i'/ lJ�1I i� I \' \ IF THIS DRAWING IS A REDUCTION e / / /i BELVEDERE STATION LAND TRUST \ \ s,, '` / ANDERSON D LOHR �/ j11/ I YI l � �� GRAPHIC SCALE MUST BE USED /// /j J If \ / O ZONED R-4 1 ZONED R4 \ I �\ ' 1,. SSS // 11 1 `` \( SCALE: 1 100 \\ \ I 10 SS>/�pT 2i9 1 100' 0 100' ' O 1 DELETED STRIPED PARKING SPACES DMJ 3/31/08 DESIGNED BY: PROJECT: REVISION NUMBER: '1H Op ` KG BELVEDERE PHASE 1 — BLOCK 6A, LOTS 59-62 do 70-73 1 EN(3RQM DRAWN BY• FlNAL SITE PLAN SY I DA TF I NO. WFl,i /ON SY I DA L � DW M. JIM0 No. 11 o�l��.3 3/ p 6�► JONAL SURVEYORS PLANNERS ASSOCIATES gMi41It 14aO> - * fta L VA 2q� Chobs wf• VA ZWI j 16.60f0 lfwr. 434.9142700 KG REVIEWED BY: WM WW4 NUMBER: 207073.03 TITLE: FILE NAME: 707303C -S- l.dwg OVERALL PLAN SCALE: H: 1 =100' V. NIA DATE: 2/4/08 DRAWING NUMBER: S-1 SHEET NUMBER: 3 of 6 _-_J----------------------Z ------------- — — `� _ ��•=___—aK -- ___-=___- J�%// - -- �— _ - 'lr" ---__ ---_ L BLOCK 6A----------------- ZZ- +� � --- i I , 1 I -- l \ •�• \ \ \ - ``\ \ \' — _ \ \— � _��—fes/ /� / C 'i _ — i __--'�/ I _ — � •��' — — — •— — — — © — — _s =_- -- 4— 74 1 iso- \ LAIZI e N�RRUTkLED� - 1 \PAM K ZpNED � JI _' !\ `\ \ \ \ ' — — - _ _ =_=�1= — __- - ' f — ----- = _ \ \ — — — —'M► TK_E— — - / — JN \----------- ,\ \ \ `\ \-a�Qq�yZr�(— \ \ _' — ' \ R� \ \gym--- .L I � - _-- j TMP 61 -00-00-1 6MOW 06` �/ \ \ \ \ iA(IIGN.�LtJ� tNC� — — — — .. I \-//(GREEN MER - RUTHLEDGE / \ ZON�D`LR \ , _ / �� 3 \ SWIM CLUB INC. I \/_ \ \ \ \ \ _ ► - _ i-"� LOT 7 f `� \v _---- ZONED R-4 I / 1 l \ `\ \ � -_� •' - -0\ I I L 55� � i i3f>" L 7/wo ----._ _ - —\ _- f _ — — —\ , � — \ \\ \\ `' __ _, ' '//' /� \\ /\ / "_— /4A» LOT L OT 56 FUTURE y LOT . ) I \ : \ ' I LOT 5a«� LOT _ L - 75 I NEIGHBORHOOD - --- �� �'°.° _ - CENTER\_ I M 61 159A �; ^ , \ I _ _ LOT 67 y — / _ — _ - \ \T\ / / s & MARY WELLS, , ADDITIONAL PARCELINFORMATION LOT 601N E DB -2T6 5 P G 3�2 .o �`� �= ��� �/ / -- �, _ , ; � �,; � � `;, ,,\ �, / '' \ � ` y I LOT 61LOT 66 / LOT 'y/_C \ \\ \ \\ \ DUNLORA LOT ISP OWNER L T-QF_S4�J�E DEUS- \ \ I I \\3.-- - / = I -- / /' ,- - -_ /►/ _-__/; \\ \ 213 62171-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK -_- mILLPI �r 0O215A 62F1 -215A JANE E JOHANSEN 0d° < \ / 216 62F1-216 JAMES M CULVER \ - - - BARBA RO - _ - /- 217 62171-217 MARYANNE N HIGGINS 218 62171-218 MARCOS L BALCELLSQB oo �\---_----� ------ y - -- 219 62171-219 THOMAS R HARVEY 2F-3 a%fwiah., 1 1 " •: / / _ \ - - - 356 62F1-356 KIMBERLYPERRYPERRY CHONG _211 \ - - r EX BELVEDERE BLVD - l `%�"�'E I - -- E ( / 357 62F1-357 TOMMY J CLICK � - �,r , v _ ---�� - }• p >s I GN 1 ! 1 \ \\, \ / l - - 358 62171-358 LINDA L CALDWELL r _ 362A 6217-362A ALICE C COOK I(' ` \ 362B 62F-3628 ALBERT B SHIKIAR �� �' /' /,•= ,,__,�_ � \�\ \ y. \;�_ _ � \ � � •.\; ._ _ _ --_ /'' _\ 63 6217-363 GRESHAM M SYKES \ \ \ - `� - - _ _ SII - \ - \ _ _ _ � ,,, / / /�, �,, , � \ � � � � \\tib \ $ i � 1 � �- � / / / / 364 F- 6 PHYLLIS K CHILDRESS / 62 3 4 rEtr--------- i / / r / _ �` \ \\� \ v — \ �. 1 O 1 O 1 r - - r / / / / / / / / III ` JANICEPHASEII / / r _ 365 62F-365 RORER S LINKERS / / III - 366 6217-366 ROBERT C BEVERLY t-- \XN 367 6217-367 GEORGE RICHARD COLEMAN - \\ 368 62F-368 MICHAEL P KLEKAMP t \ �.r�,,i� 369 6217-369 DENISE CASTEEN ATWOOD \ \ \\ \ \\\`--_ __ / 62F-370 MICHAEL D HORN \\ 371 62F-371 CONRAD A SMITH 4\ ' _ / _ — — _ _ — — — — __------- 242 _ — — _ \ 372 62F-372 HARRY L MARSHALL � BG/ 544, � � i � ` \ \ � � � \ \ � o OT � - - - _ - - .1 iii'- �- - /// — _ _ — - 373 62F-373 CHRISTINE G BARNIC E I I o -' g _ -_ -- --- - 11��--- --' ' / / / ; // //,' �� - 374 62FO-374 MARION G ROTHMAN L \'h `\ \ \ ` '/ i = =_ \\ __ _ \ - - //, ----- _ - _ . // / // / / /, __- - - , - \ \ 375 62F-375 JUDITH K SANDS o 0 7 /, '- _ _ _ _ = _ _ _ _ _ - _ / / ,' // / /,' /// /.' /' _ ----- \ \ \ 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO -- -- H -•# �- / L 1 / / , _ _ _ / ,, - / ,��'� ��� _- \ _ ` - - \ . 378 62F-378 JUDY LYNN SAVAGE - - '1 • , / 1'�% / \ li� T 01�� !�o 1 \ / __--' // / / ��' _ _ - - - \ 403 62F1-403 CHRISTOPHER D WILLIAMS - _- ' • ' // \_ _ _ / /' � - 404 62171-404 ROY S COLE � L �0 '� ` ' -'�/ ) -'-----.a'°' / / / \ I 1 \+per — \ \ / �/ /�(, \ \ \ \ \ \ \Ih.\ s \ of ` , \ \ �,` / / / — — _ \ `\ \ _ \ / / // 7 / 1 \ \ \ ,\ / 1 - !- \ \ I ► 1 ��\ \ \ _ ,. \ \ 405 62F1-405 BILLY R BUTLER or ° `� , ��e ' �------`--\� --\ 11111 II Ill \ \ - / \ / I 1 , \\ )�l•j 1 1 I 1 \ / ,,.o, \ 1 I \ \ \ \\ \ \\\ \\ \ \ \ J —'(o `�' / _,' /// p /' //I 1111 1 . / ► ` 3 � ter_ I\\ � ---`fir'=_-'---=� •� �� / — — 11 / / — — — — — — _. _ — — \\ EXISTIN "'. \ ' � ib' / � _ — — ',% — � — \ �b-_---------\ \ \ \ i / / / / � / / / / It it I Ilnll \ 1 \ 1`� TMP 62-00-00-8 _ �� ------- / \ 1 \ \ \\ 1 1 \ \\\\\.\ _- \ \ \ \ \\\ \ \ v, �/ / , )� / / / \ `\\ \` _ ��o-- \ \ 11It \\ \ I // /PHILLIP E. SR. & BARBARA J. BROWNIf I/ / / / 1 1 , • ZONED R-4\ / . / / \ I _ — \ \ / / / 1 \ / I \ / / / \ \ \ \ l I I / / l / r ,. . / / / (till \`\`\ \ 1 1 I I 1 1 1 i //li / / \.__-/� '� _; �_,, r.•-, ZI _ / / / /,' / / / /, i071- / 21 TMP 62F -00 -00 -FO I i / ( / / / BELVEDERE STATION �0\ 1 �� LAND TRUST \\� � , / - ok ,, �/ / /% / % �/ / /�_� I 1 I / / "0 \ ZONED R 4 \ ` \ O/ \ / /, /i /,, I I o�A NO 110 TMP 62F -00-00-F1 oQj _ / I , O c / / / ° TMP 62-00-00-6 ')v// /i'/ lJ�1I i� I \' \ IF THIS DRAWING IS A REDUCTION e / / /i BELVEDERE STATION LAND TRUST \ \ s,, '` / ANDERSON D LOHR �/ j11/ I YI l � �� GRAPHIC SCALE MUST BE USED /// /j J If \ / O ZONED R-4 1 ZONED R4 \ I �\ ' 1,. SSS // 11 1 `` \( SCALE: 1 100 \\ \ I 10 SS>/�pT 2i9 1 100' 0 100' ' O 1 DELETED STRIPED PARKING SPACES DMJ 3/31/08 DESIGNED BY: PROJECT: REVISION NUMBER: '1H Op ` KG BELVEDERE PHASE 1 — BLOCK 6A, LOTS 59-62 do 70-73 1 EN(3RQM DRAWN BY• FlNAL SITE PLAN SY I DA TF I NO. WFl,i /ON SY I DA L � DW M. JIM0 No. 11 o�l��.3 3/ p 6�► JONAL SURVEYORS PLANNERS ASSOCIATES gMi41It 14aO> - * fta L VA 2q� Chobs wf• VA ZWI j 16.60f0 lfwr. 434.9142700 KG REVIEWED BY: WM WW4 NUMBER: 207073.03 TITLE: FILE NAME: 707303C -S- l.dwg OVERALL PLAN SCALE: H: 1 =100' V. NIA DATE: 2/4/08 DRAWING NUMBER: S-1 SHEET NUMBER: 3 of 6 a 0 M n 0 A c _v a v M 0 M 0 r- 0 / 0 t 0 Y m v t CL 0 e A M n 0 r- 0 N Bslwdsre RAsidsntlal UnHs Phase I Blocks 3, 4A, 5A, 6 dL 9A (Fmm AppwAd Valiance) • ®UMLWEZSFDNA@rls LINE PH2 ®EM® / �I L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' S46'07'08"E L13 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 6 1.47 S43'5 251 "W 0�00���00000 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W �����0000000 o�m®©0000a��a STAIR SCHEDULE 11M SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 UNE TABLE LINE LENGTH BEARING L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' S46'07'08"E L13 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 6 1.47 S43'5 251 "W L29 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 CURVE TABLE CURVE LENGTH RADIUS r,,H0R C BEARING DELTA TANGENT Cl 42.41 27.00 38.18 N01'07'09"W 90'00'00" 27.00 C3 7.02 12.00 6.92 N2T07'46"E 33-30"11 " 3.61 C 4 4 .41 2 7. 2 00 1 38.8 w N88'52 51 E . w 90'00 00 27.00 C5 1 32.63 71.50 32.35 N59'11'30"W 26'08'49" 16.60 SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 S> \ - I, ,- - I _----------- I � JrAlr 8-3-5 ----� - -- --- - _. --_. ,_, --- -- ---- ---- ------.- ____._.._._--------------Fes------� --n- -----------------------------.__._._-_._ ._--..__. - --� --- � -- s..� 1. C1 - - - - -- 1 - Are 1 I ' i l • M I !i ,ice y - t r i T t 1 T .- ` �� • f `-1 L L 16 i'l 07P• W ..__ P" ,N ._-_- A• W 1, W P" W - __ P' W ... P. .h, I----- - __ P' .Y ..._-_ � W ---_._ P• W "-___-'_ P• '. - - P• LY - ( ' _ .N ci a0 3 LOT 70 5.00) NIEGAW CS PORCH -486 �'.. l - -- - -- - - - - - -- - -- -- - _ 1 6, WARVaLE�\ � � 3636 SF 0.084 AIC l II y L25 � D-1081 I I I ! twos+ serMc■ - � C:._ ;S -36A dx _ 1, j ! LOT 71 \ C eu F -488.35 cs f r .I I �1 J 1 - .02 .� l o A I ILL � r ! ! � i • • � PORCH�488 � I 2385 SF OA55 AC � J. ! � � I r I 35 v � I �I 5 S -MB---- - - - - ( { + t BUJE RIDGE CS ^ Co --� LOT M r REVERSED Ir .a I ■ a I R, III T i^ I \f , i j I PORCH -488.02 + ;;• i I I , �/ I __ - ! r' I I ' 2387 SF 0.055 AC n, I Ex. WATERT 'll ,+ I I �y�1✓'-- - - - -- - - - -- -- - - - - -- - � S-39 - I I� LOT 73 I METER i'S 0 I a I + li i -F---� . � - - � - ' = � ! + 1 � ALLEGfMf1r CS -----_ __ -- - ----!-'--i-�--1- -i.- - - - --- - -- -- ---- --- -- --- -- ._ ---- ---- --- --. ._. r _- _� I I�.y _ II I II FF I � I _ PORCH 489.52 � � � I i I + f I ! ! � V � I _ �, � 2803 SF 0.064 AC : C , I I � - �� �-- ---- _ 1 I I I i 1 I �•- I � , 7, � � I� I I I A r I � � �� I + _ I ` - - -1 II I ! u 12 1 ! ! I M 487.17 'INV. UT= 79.5 I - G LOT CS � � �` � r � ! � � �� � �. 1 I � _ . _. - - _- -- - - -- ... -- -- - - ... - • - - - _ . � _ �: _ � _ I , I I � I r ! I FF -491.64 I I PORCH 461.31 2781 SF 0.064 -AC -- Lar 064 _AC-- I ,� 1 1 # 1•*, I LOT 60 BLUE RIDGE CS FF -493.31R 2 96 I l.. 1 M I 2362 SF 0.054 AC R II N L32 T - - -- - - - , LOT 61 i II ' I � BLUE RIDGE CS REVERSED FF -493.31 l PORCH •492 98 � 1:.. _- - I , ! � �, ► i M I 23" SF o.054 AC x k9� '�°4 �� _ ! - - -- - --- rl , T� LOT 6 r1r cs I REvERSED 1 Q II FF -493.98 rl I PORCH -493.65 2504 SF 0.057 AC I I ! i I ' �� '? I - j �.� `t _ - I I S 40 20 ACCESS i X. Sh0 51G �` 5 ND $TFC I < ko� i - - - ` t� ' EASEMENT i I s ; J I 110' AdCESS _-S-42 - - - - L ,� - - - - - - - - -- - - ENT I ,EJISENA AND- \ 1 ------ - -- NAME - % - -- -- - -- ---- - -- - - _ M I EX I OP=48 1 - --- - -- ---- - - -- -- - - -- - -1 . 20 ' _ Ex. Nv.ouT a �oo -! l I �\ I j 1 I I ,� � -_ � � �- I � i � i � I i � _ I l _� S44 -- ----- -- - I41 -� r - - i j '� E --- -, r I - REDUCTION - -- _ . �- I I ! . � , � � ' I � � IF 1'1•IIS OiiAWING IS A � I ,I GRAPHIC SCALE MUST BE USED S -44A SCALE: 1" , 90' I ` 0 I I� n, C> 20 0 20 i DESIGNED BY: In WP KG ENoDmm DRAWN BY: .. SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES lO�s41N 14�GwiUrllwtr WWA NUMBER: �6 !`a 434.11s,NM lrnL ax�ts'tM OxQb - 207073.03 f LVISiON RY I i,1 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 ALBEMARLE COUNTY FINAL PLANS NOTES GENERAL CONSTRUCTION NOTES FOR EXPEDITED REVIEW 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT-OF-WAY. INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS 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 CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING, OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIUZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL- VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED. RIP -RAP OR STABIUZATiON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABIUZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE CLASS III. 9. ALL EXCAVATION OF UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1. UNDER CURRENT COUNTY POLICY, PUBLIC WATER ANO SEWER SERVICE WiLL BE AVAILABLE TO THIS PROPERTY. 2. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 3. THIS PIAN IS IN CONFORMANCE WITH THE APPLICATION PLAN ZMA 2004-00007 BELVEDERE PLAN. GENERAL UTiLiiY NOTES I. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PRS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE 'TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECRiCATIONS SECTION 302 AND SECTION 240 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR iS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY OR ALBEMARLE COUNTY SERVICE AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES. 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 219. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WiTHINN FOUR FEET OF ANY FIRE HYDRANT. 9. ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3.0'. 10. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE KANS. 11. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 12. FOR UTILITIES INSTALLED UNDER ROADWAYS AND/OR EASEMENTS PLANNED FOR FUTURE ROADWAYS, BACKFILL SHALL BE COMPACTED TO NOT LESS THAN 95X OF MAXIMUM DENSITY; IN ACCORDANCE WITH VDOT SPECIFICATIONS, SECTIONS 523.03. 302, 303.10, AND 200.02 PER P.F.M. 13. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS. 14. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. GENERAL NOTES 1. AREAS ON WHICH FILL IS TO BE PLACED SIAL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL. SOIL. MATERIALS SHILL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE. SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE UFT THICKNESS. COMMON FILL MATERIAL SWILL BE UNCLASSIFiED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FiLL MATERIAL ASTM D 2487, CLASSIFICATION GW. W. GM, GC, ML, SW, SP, SM, SC WITH A MAXIMUM ASTM D4318 LIQUID LIMiT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2. USE SELECT MATERIA. UNDER BUILDINGS AND STRUCTURES; USE FiLL AND BACKFILL MATERIA. UNDER PARKING AREAS, ROADS, SIDEWALKS. AND OTHER CONCRETE AND PAVED SURFACES; USE COMMON FILL MATERIA. FOR GENERAL SITE GRADING. PLACE MATERIAL IN MAXIMUM 6" LIFT'S. 3. COMPACT LAYERS OF FAL TO 95 PERCENT BY ASTM D 698 BENEATH PAVEMENTS AND WALKS. INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER UNPAVED AREAS. COMPACT TO 90 PERCENT BY ASTM D 696. IF THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL. 4. THE STRUCTURE TOPS ARE TO BE SET AFTER FiNE GRADING IS FINISHED TO AVOID UNNECESSARY ADJUSTING. 5. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARM)LARL.Y ADJACENT TO THE BUILDINGS OR STORM INLETS. 6. ALL STREETS OUTSIDE PUBLIC Ran -,w -WAY ARt TO BE PRIVATELY OWNED AND MAINTAINED. 7. CC N RACTt3RC6 IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS. ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 8. PROPOSED UNDERGROUND UTiL.ITiES SUCH AS ELECTRIC. TELEPHONE. CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MNIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 9. CUT AND PATCH WORK IN EXISTING PUBLIC STREET MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 10. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 11. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANQARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENT'S. 12. TO THE BEST OF OUR BELIEF AND KNOWLEDGE, ALL KNOWN GRAVE SITES ON THE SUBJECT PROPERTY HAVE BEEN LOCATED AND NO WORK ASSOCIATED WiTH THIS PLAN WALL IMPACT THESE GRAVE SITES. 13. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORRYS GENERAL WATER AND SEWER CONSiRUC T10N SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 14. PLANTINGS WILL BE PROVIDED WITH MINOR ADJUSTMENTS IN THE FIELD TO ELIMINATE CONFLICTS WITH OTHER STRUCTURAL FEATURES. 15. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN. ARE ONLY APPROXIMATELY CORRECT. THE NECESSARY.CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL LINES AND STRUCTURES AS 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THEW CORTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING _ "MISS UTILITY' (1-800-552-7001). 6. ALL WATER AND SEWER PINES SHAT HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CWERLNNE OF PIPE. THIS INCLUDES ALL FiRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. ETC. 7. ALL WATER AND SEINER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DiTIrm. S. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. «,ILLI XNATION NOTES 1. THE CONTRACTOR IS REQUIRED M OBTAIN AWIALL PERM11 REQUIRED FOR CONSTRUCTION OF THESEPLANS. 2. ANY TIME WORK PERFORMED 1 OR WHIN AN EXISTING EASEMENT, CONTRACTOR 5 TO NOTFY THE HOLDER OF SAID EASEMENT AS M YHE NATURE OF PROPOSED WORK.1 TO FOLLOW ANY GUIDELM OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMW. 3. THE CONTRACTOR . TO CHECKS] ERTS, LETTERS OF PERMS". ETC. ARE RECOM/013TAINED PRIOR 1 THE START OF ANY CONSIRUCTION. 4. THE CONTRA= 5 TO VERIFY THAT THE RG.00ATION OF ALL EXISTING UTILM IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPI.M. NCLUDINGvnuTy • 1 7. 5. ADDITIONAL ROADWAY . UTILITY AND DRAINAGE WORK ASSOCIATED WITH OTHER BELVEDERE PLAN CONTRACTS MAY REQUIRE COORDINATION WITH OTHER CON'TRACTS. SEE DRAWING NO. T-1 OF THIS PLAN SET FOR A LISTING OF OTHER PLAN SETS WHICH ARE IN THE VOW OF THIS PROJECT. 4" MIN. COMPACTED 4' 4"-VDOT NO. 21A AGGREGATE NOTE: SIDEWALK TO BE POURED VDOT CLASS A3 CONCRETE, AIR -ENTRAINED. DISTANCE BETWEEN SCORE UNE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. M SIDEWALK - DETAIL NOT TO SCALE SEE SffE PLAN NpA ,G� R HgqE��SEER 02 I� PTI , 2" SM -9.5A ASPHALT 18 � �ARKING S AC SE BY �" „QEtS E GRA 2E� A AGG GATE BWITHIN PI ROVIDED OT AREA AR TO �t GARAGE .do--•-- SLOPE PER PLAN DRIVEWAY/ PARKING - DETAIL NOT TO SCALE 3' SIDE YARD I7" THICKNESS ON SIDEWALKS CROSSING ALLEYWAYS F- 10' iLOT 11 NO SIDE YARD I I i 7 �-- 8'-16' (INTERIOR UNITS , �,PUBLIC ACCESS FRONT YARD ONLY? I EASESMENT I 8'-16' LOT 10 i FRONT YARD 4' REAR YARD -moi TYPICAL TOWNHOUSE LOTS SCALE: 1 "=30' SEE STANDARDS ON SHEET 6 OF 6 ABBREVIATIONS BC BACK OF CURB BM BENCH MARK BOV BLOW OFF VALVE C&C CURB do GUTTER (i CENTER LINE CO CLEAN OUT CONC CONCRETE CP CONTROL POINT CS CRAWL SPACE CY CUBIC YARDS DLA DIAMETER DIP DUCTILE IRON PIPE DU DWELLING UNIT DPLX DUPLEX EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EQPT EQUIPMENT EX (EXIST) EXISTING FF FINISHED FLOOR FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED GF GARAGE FLOOR HC HANDICAP HDPE HIGH DENSITY POLYETHELENE HK HOOK INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LF LINEAR FEET LT LEFT MH MANHOLE NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PROP PROPOSED PS PLANTED STONE FOUND PVC POLYVINYL CHLORIDE RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SD STORM DRAIN SFA SINGLE FAMILY ATTACHED SFD SINGLE FAMILY DETACHED SHC SEWER HOUSE CONNECTION STA STATION STD STANDARD SW SIDEWALK TC TOP OF CURB (TH) TOWNHOUSE TYP TYPICAL UG UNDERGROUND UON UNLESS OTHERWISE NOTED W WATER LINE WHC WATER HOUSE CONNECTION WM WATER METER WT WATERTIGHT -nowu /1'31miUi n QDA1.p _Q1 _Ir pni x F 1121 A %-V-Q A AA RA R t OAT LEGEND EXISTING NEW DESCRIPTION CONTOUR (INDEX AS -- 500 - INDICTED ON SITE PLAN) • 499.50 + 499 50 SPOT ELEVATION WOODS LINE SAN SD -_ W OHE OHT LIGE UGT GAS 0 O- , 4 FH NV ®GV 0 O DK q0 0 Q-3 . 0 OIPF ES -443 COMPARISON BETWEEN PRELIMINARY SUBDMSION DESIGN AND ZIMA EDGE OF PAVEMENT - - PROPERTY LINE (AREAS I! ACRES) i BOUNDARY LINE - - RIGHT-OF-WAY ------------- n1A_ R>BQUIIiIE�_ BUILDING SETBACK R6Li RW PREVIOUSLY 8" SAN RET_ PKKALY PREVIOUSLY PROVIDED "+" ■ 17(CESS STORM SEWER W CONSERVATION _IWOUNO �1 SPACE TOTAL PROVIDE _PAEVK"LY PROVIDE PROVIDE PROVIDED THIS ": ■ DEFK2T GAS GAS LINE ABANDONED OR DEMOLISH UTILITY _ CONSERVATION _ PMERVATION GREEN SPACE TOTAL _ SLEMISSION -- - 3 BLOCK 3 OPEN SPACE iNCL.UDIK3 SWM 03 GAS VALVE 4.22 4.22 STORM SEWER MANHOLE 3.71 3.71 0.00 DROP INLET - q0 arcsls D, F, H, 3 -0 LIGHT POLE 13 - TELEPHONE POLE WITH GUY WIRE d: ANCHOR -O- POWER POLE * 3 SWM 04 SHRUB 0.48 0.48 1.44 1.44 0.00 (Parcel Q) 3 BOWLES CEMETERY 0 0.21 0.21 0.00 (Parcel L) BLOCK 3 Rsquiie Total: 4.7 BLOCK 3 Pivridad Total: 5.36 0.00 +0.96 4A VILLAGE GREEN 1.4 1.4 1.54 1.54 0.00 (Pard U) 4A ROUNDABOUT 02 / CORNER POCKET PARKS 1.2 1.20.80 0.80 0.00 (Parcels E,N,O,P,S & T) BLOCK 4A Rmcpjl_ Total: 2.6 BLOCK 4A PioMdad Total: 2.34 0.00 -0.26 5A• UM•NAAED SPACE (Parcels W. V) - - -0-5 _.. Mot - BLOCK 5A Raqui Total: 0 BLOCK 5A Pro'ried Told: 0.05 0.00 +0.06 9 LINEAR PARK F 4.12 4.12 3.34 3.34 0.00 9 CORNER POCKET PARK 0.08 0.06 0.00 (Panel M) - --------------- ------------ _ _ _ ______ ------------- BLOCK 6 RaquMrld Total: 4.12 BLOCK 6 PrvArlsd Total: 3.42 0.00 -0.70 9A OPEN SPACE BLOCK 9 0.73 0.73 0.43 0.43 0.00 (Pard R BLOCK 9 Requh s Told: 0.73 BLOCK 9A Prvddad Told: 0.43 0.00 -0.30 mss- - ----' -- 'BLOCK SAA DiD NOT- CONTAIN ANY GREEN SPACE N THE VAA. ALL GREEN SPA_ CE FOR BLOCK 6 AS SHOWN IN THE 21NA i -- SunNna - of Bloclks 3,4A, 5A, 6 i !A: -0.66 T _ - - - _ ._. _ L-_-- SPACE" To be s► Bock 4C: paidsd +0.28 _ _ - - -- - THE REQUIRED OTHEDR GREEPN FOROCK 9 IS NOTIOTIN HERE ALL OF THE "OTHER GREEN " --- - - -G-- - - - - --- �- --- ; To be paidad in Block 98: ____ - +0.25 _BECAUSE SPACE" FOR BLOCK 9 WILL BE CONSTRt1CMD WiTH PW1SE 2 OF BELVEDERE. - _... _._ i SPACE' DaAok in Blocks 3, 4A, 5A, 6 i lA : -0.02 ES -443 IRON PIN FOUND G IPS IRON PIN SET 7 BENCHMARK ROAD SIGN NEW DRIVEWAY/ PARKING PAVEMENT VE ENT NEW CONCRETE SIDEWALK RETAINING WALL ® STAIRS EX. MANHOLE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 TOWNHOUSE LOT DETAIL REVISED TO MATCH VARIATION DW 3/31/2008 DESicNED BY. PROJECT. REVISION NUMBER: ,LTH OF KG BELVEDERE PHASE 1 - BLOCK 6A1 LOTS 59-62 & 70-73 o Emmms FINAL SITE PLAN DRAWN BY: o SURVEYORS KG DRAWING NUMBER: DAVID M. JENSEN a PLANNERS REVIEWED BY: TITLE: SITE PLAN DETAILS AND NOTES S-3 ASSOCIATES aim °A �/ ���"� rosmais Nao,.mlbdffrw SHEET NUMBER: -. l rhmumvAl VA WWA NUMBER: FiLE NAME: SCALE: DATE: N0. RF0510 ZONAL 207073.03 707303C-S-3.dw H: N/A 214108 5 of 6 RY DATE N� REVISION �� ___ DATE 9 V: N/A CENTER/EDGE OF STREAM EDGE OF PAVEMENT - - PROPERTY LINE - - BOUNDARY LINE - - RIGHT-OF-WAY ------------- PUBLIC ALLEY EASEMENT ------------- BUILDING SETBACK - TAX MAP LINE 8" SAN SANITARY SEWER SD �� STORM SEWER W WATER LINE OHE OVERHEAD ELECTRIC LINE OHT OVERHEAD TELEPHONE LINE LIGE UNDERGROUND ELECTRICAL LINE UGT UNDERGROUND TELEPHONE LINE GAS GAS LINE ABANDONED OR DEMOLISH UTILITY FENCE WOR WATER METER aFIRE HYDRANT 1� WV WATER VALVE ® GV GAS VALVE SAN SEWER MANHOLE STORM SEWER MANHOLE CURB DROP INLET DROP INLET - q0 CLEAN OUT -0 LIGHT POLE 13 - TELEPHONE POLE WITH GUY WIRE d: ANCHOR -O- POWER POLE * TREE �+ SHRUB IRON PIN FOUND G IPS IRON PIN SET 7 BENCHMARK ROAD SIGN NEW DRIVEWAY/ PARKING PAVEMENT VE ENT NEW CONCRETE SIDEWALK RETAINING WALL ® STAIRS EX. MANHOLE NUMBER NOTE: 1. THE SIZE OF SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED. 1 TOWNHOUSE LOT DETAIL REVISED TO MATCH VARIATION DW 3/31/2008 DESicNED BY. PROJECT. REVISION NUMBER: ,LTH OF KG BELVEDERE PHASE 1 - BLOCK 6A1 LOTS 59-62 & 70-73 o Emmms FINAL SITE PLAN DRAWN BY: o SURVEYORS KG DRAWING NUMBER: DAVID M. JENSEN a PLANNERS REVIEWED BY: TITLE: SITE PLAN DETAILS AND NOTES S-3 ASSOCIATES aim °A �/ ���"� rosmais Nao,.mlbdffrw SHEET NUMBER: -. l rhmumvAl VA WWA NUMBER: FiLE NAME: SCALE: DATE: N0. RF0510 ZONAL 207073.03 707303C-S-3.dw H: N/A 214108 5 of 6 RY DATE N� REVISION �� ___ DATE 9 V: N/A BELVEDERE -PHA BLOCK 6A: PLANTING SCHEDULE 1 PLANTING ZONES CIOM'M0-N NAME SCIENTIFIC NAME QTY SPACING SIZE REMARKS PLANTING DETAIL NOTES ARES4IFT TOTAL CANOPY SCWr FLOWERING TREES Eastern RedxidSski*m ( Garcia cart�rdensis 7 See Plein + Deq�is 6.8' ! SinB/B-Transpw t BARE ROOT Transplo InSprMg or Autum . ShWm roofs: plant it rldiftNan from bu MMg four latlon and s from cormete paths. 124 � Ch°fo1`e6 Princess pow (Cr-) Cor►1us 1br�ds 1✓hs►okee Prrncees' 4 See Plan + Details 8-0' Ht. B/B-Trwaplsnt BARE ROOT YNde � g slhallow roots: IF from huNdlrg ndemo Lf A' from sidew�Nc 124 4!6 S Y (�►o) AmelienchierX grandillbra Autumn BrOance 11 ARAM: 4-' O.0 1.5.2.0" Cal. B/8 -Transplant BARE ROOT vMds sp a -dI i shallow roofs: Plant MkLlr Thom h mNdl g burKkM n and 4' Mtn thorn AIey-Edge of PavenhsnL 130 1430 SHADE TREE American Ash (FA) Fmxkw wnwtane 'Autumn P 2 See Plan +Details 2-2.5" Cal B/B/Transplant BARE ROOT Plant wNh can M lant fturp/e S��= or AL*wm. P from 15 MAdlrg foundation. 322 644 FOUNDATION SHRU Inicberry Hcy (IG) /!ex 9� TOTAL PLANTINGS 50 74 4-6' O.C. 3 Gal. z 8/B -Transplant BARE ROOT SN Plodhhp DeW on L-4, Cvrnlraclor shag plant shrub a n*Wn m of 3 feet from edge of pavement setback — WA '•' ; WA 3434 1 ADDED REVISED LOT STANDARDS FROM VARIATION DMJ 3/31/2008 secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or RY I)^T� easement LANDSCAPE PLANTING NOTES: CONTRACTOR SHALL PLANT SHRUBS A MINIMUM OF 3 FEET FROM EDGE OF PAVEMENT OR BUILDING EDGES. CONTRACTOR SHALL PLANT TREES AS A PRIORITY BEFORE ALL OTHER PLANTINGS. CONTRACTOR SHALL PLACE AS SPECIFIED ON PLANTING PLAN. CONTRACTOR SHALL PLANT ACCORDING TO DETAILS ON SHEET L-4. CONTRACTOR SHALL PLANT TREE SO THAT SOIL DEPTH FROM TOP OF ROOT BALL TO SURFACE OF TOPSOIL SHALL NOT EXCEED 4 INCHES. SEE SHEET L-4 FOR DETAILS. ALL TREES SHALL BE PLANTED NO LESS THAN 1 FOOT FROM EDGE OF EASEMENTS AND AT LEAST 10' FROM UTILITIES. TREES SHALL BE GUYED AND STAKED ACCORDING TO SHEET L-4 DETAIL SPECIFICATIONS. THE QUANTITIES ESTABLISHED FOR TREES AND SHRUBS IN THIS PLAN MEETS OR EXCEEDS BOTH THE BELVEDERE CODE OF DEVELOPMENT (ZMA 2004-00007 / SEE P.27) AND ALBEMARLE COUNTY CODE 32.7.9.9 (B-3) MINIMUM TREE CANOPY REQUIREMENTS. CALCULATIONS FOR MINIMUM TREE CANOPY REQUIREMENTS AS PER COUNTY CODE: AREA OF SITE- 0.51 ACRES OR 22,215.60 S.F. RESIDENTIAL DENSITY FOR SITE: 8 UNITS/0.51 ACRES - 15.68 DWELLING UNITS PER ACRE MINIMUM PLANTING REQUIRED= 15% OF SITE AREA OR 0.0765 ACRES (3332 S.F.) TOTAL TREE CANOPY PLANTING PROVIDED= 3,438 S.F. 1. ALL TREES AND SHRUBS SHALL BE WATERED IMMEDIATELY AFTER PLANTING. TREES AND SHRUBS SHALL BE WATERED HEAVILY, 1 MINIMUM, THREE TIMES PER WEEK FOR TWO WEEKS AFTER PLANTING. THE TREES AND SHRUBS SHALL BE WATERED HEAVILY ONCE A WEEK FOR THE REMAINDER OF THE YEAR. REDUCE THE RATE OF WATERING TO ONCE EVERY TWO WEEKS IN THE FALL AND STOP WATERING IN WINTER UNLESS IT BECOMES VERY MILD. BEGIN WATERING AGAIN IN' THE SPRING AT A RATE OF ONCE EVERY TWO WEEKS UNTIL 1ST OF MAY, THEN BEGIN WATERING THE - TREES AND SHRUBS ONCE A WEEK AGAIN THROUGH THE END OF SUMMER. SUBSTANTIAL RAINFALLS WILL PROVIDE SUFFICIENT WATER BUT PLANTING PITS SHOULD BE CHECKED FOLLOWING LIGHT OR BRIEF RAIN EVENTS. 2. MAINTAIN AT LEAST THREE INCHES OF MULCH AROUND ALL TREES AND SHRUBS TO HELP THEM RETAIN MOISTURE. 3. PRUNE SUCKERS AND WATER SPROUTS FROM TREE TRUNKS TO KEEP THEM VIBRANT AND HEALTHY. PRUNE ANY DEAD LIMBS OR ANY LOW LIMBS WHICH INTERFERE WITH SIDEWALKS OR ROADS. PRUNE SHRUBS AS NEEDED TO MAINTAIN DESIRABLE SHAPES AND SIZES. THE REQUIREMENTS FOR PRUNING WILL VARY AMONG THE SPECIES OF SHRUBS. Standards for Townbooses ud SiaEk-Fad, Detn&ed Rai"tisl Stractara IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 All Unit Can iase masa and secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or easement an alley I easement IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 WW -r. ADDITIONAL PARCEL INFORMATION UUNLUKA LOT TMP OWNER 213 62F1-213 TODD C PETERSON 214 62F1-214 JOHN TODD HAYMANS 215 62F1-215 PATRICIA R CROOK 215A 62F1 -215A JANE E JOHANSEN 216 62F1-216 JAMES M CULVER 217 62F1-217 MARYANNE N HIGGINS 218 62F1-218 MARCOS L BALCELLS 219 62F1-219 THOMAS R HARVEY 312 62F-312 KATIE L DOTSON 356 62F1-356 KIMBERLY PERRY CHONG 357 62F1-357 TOMMY J CLICK 358 62F1-358 LINDA L CALDWELL 362A 62F -362A ALICE C COOK 362B 62F -362B ALBERT B SHIKIAR 363 62F.-363' GRESHAM M SYKES 364 62F-364 PHYLLIS K CHILDRESS 365 62F-365 JANICE S LINKOUS 366 62F-366 ROBERT C BEVERLY 367 62F-367 GEORGE RICHARD COLEMAN 368 62F-368 MICHAEL P KLEKAMP 369 62F-369 DENISE CASTEEN ATWOOD 370 62F-370 MICHAEL D HORN 371 62F-371 CONRAD A SMITH 372 62F-372 HARRY L MARSHALL 373 62F-373 CHRISTINE G BARNICLE 37462F0-374 S51'39'39'E MARION G ROTHMAN 375 62F-375 JUDITH K SANDS 376 62F-376 NANCIE C GARTH 377 62F-377 CHARLES J GAGLIANO 378 62F-378 JUDY LYNN SAVAGE 403 62F1-403 CHRISTOPHER D WILLIAMS 404 62F1-404 ROY S COLE 405 62F1-405 BILLY R BUTLER / BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W 1 ` REVISInnI It \`;\\--- _\� PHASE I ffi3OCIC3 I A 2 \ MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THIS PROPERTY LIES IN ZONE "X" ON FEMA FIRM MAP 51003C 0279D, DATED 2/4/2005. 2. HORIZONTAL DATUM: VA STATE GRID NORTH -SOUTH ZONE NAD 83 VERTICAL DATUM: NAVD 88 NAM 111 �\ `�///,�� ,�,,� .,Il; •• 'y�/�i% , 1,11\\ • ,- 1 /� / /i r \ 1 I � // / // / � \ IF \IDUNLADRA DUN, ORA hk RY 1 N0. r<L OS /ON TMP 62-00-00-2A JACOB C. do CHARLOTTE G. LEVENSON DB 438 PG 512 lie mg p:;& '.I w, --.=- / ���•///// /j% ' / `'V ` \ �• ++j.,F:�y,��-� � / / / ice% / ( �,"Li _ � � �\�\\•� �1\\ 1 1 ,\ =;Y_zas s"sx-ss___zs� / �� fr // 1 II11 iI I / / / / /� / / /i / f / A/� ilk PHASE II /l/ / i/1I/illl/;Ill/ � _ ==i-_ \ /'/ _`� 1` ` �• � `` \���\ ```� �� 1}illh , / .�// it 1111► + _, \ `.• \ I 11II`�sii-=�\ PHASE III It, I II h /,/ /� //,/� \ - IIII,I IIIf/, t` -' � -'-- �-`--- / I I I `' � �'•- /-\\_� l f,l /I SII 1 / K1 �J�'//,/I/1� //'���.,, �\� / I` I�II1j�1) ,/ -_ _.�_��-�``\\_/; f rII;IIII;111ji1�;,�� , �- \` /, I 1 ►IIIIZ� �; �j./- __/ \ \'.� , I II,, I1� III \� •! 1' ��-/^\11 / 1 \\ i IIS, i 1111 X11 DIJMRA •\\\\`�\� \ iia �\ \ - 1 \\\;\�I.\ �\V BY DA --, TH or Alt DAVID M. JENSEN No. 11 'rOJFAL >ir 1 BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W -;I, r \ , L7 N18'42'OOV 1 L8 N10'42'00"W 208.40 L9 NOO'40'00'E 240.30 L10 N04'33'I6'E 88.95 / NIV21' 1'E ! ; L12 #q lie mg p:;& '.I w, --.=- / ���•///// /j% ' / `'V ` \ �• ++j.,F:�y,��-� � / / / ice% / ( �,"Li _ � � �\�\\•� �1\\ 1 1 ,\ =;Y_zas s"sx-ss___zs� / �� fr // 1 II11 iI I / / / / /� / / /i / f / A/� ilk PHASE II /l/ / i/1I/illl/;Ill/ � _ ==i-_ \ /'/ _`� 1` ` �• � `` \���\ ```� �� 1}illh , / .�// it 1111► + _, \ `.• \ I 11II`�sii-=�\ PHASE III It, I II h /,/ /� //,/� \ - IIII,I IIIf/, t` -' � -'-- �-`--- / I I I `' � �'•- /-\\_� l f,l /I SII 1 / K1 �J�'//,/I/1� //'���.,, �\� / I` I�II1j�1) ,/ -_ _.�_��-�``\\_/; f rII;IIII;111ji1�;,�� , �- \` /, I 1 ►IIIIZ� �; �j./- __/ \ \'.� , I II,, I1� III \� •! 1' ��-/^\11 / 1 \\ i IIS, i 1111 X11 DIJMRA •\\\\`�\� \ iia �\ \ - 1 \\\;\�I.\ �\V BY DA --, TH or Alt DAVID M. JENSEN No. 11 'rOJFAL >ir 1 ROAD SCAR ON BOTH SIDES OF /// �! I r •�•• / ��// �/ !/^: / / RIVER INDICATE LOCATION OF A RIVER FORD NO LONGER IN USE. 1/ F \ / r / I I 1 \w M w %- \ It N 71!' \ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" 300' 300' 0 300' 40' SAN SEW ESMT 42" SAN SEW PIPE DO 657 PG 510 D8 712 PG 454 50' SAN SEW ESMT 48" SAN SEW PIPE D8 657 PG 510 DO 712 PG 454 BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 rq/l� 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 L6 N44'36'00"W -;I, r \ , L7 N18'42'OOV 221.90 L8 N10'42'00"W 208.40 L9 NOO'40'00'E ROAD SCAR ON BOTH SIDES OF /// �! I r •�•• / ��// �/ !/^: / / RIVER INDICATE LOCATION OF A RIVER FORD NO LONGER IN USE. 1/ F \ / r / I I 1 \w M w %- \ It N 71!' \ IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE: I" 300' 300' 0 300' 40' SAN SEW ESMT 42" SAN SEW PIPE DO 657 PG 510 D8 712 PG 454 50' SAN SEW ESMT 48" SAN SEW PIPE D8 657 PG 510 DO 712 PG 454 UNE BOWLES CEMETERY DISTANCE LINE BEARING DISTANCE L200 NOT22'53V 75.17 L201 N81 *24'44E 50.08 L202 SOS' 4'48'E 76.29 L203 S82-51'02' W 56.68 UNE BEARING DISTANCE 11 N4707'59'E 250.40 L2N70'08'27"W LENGTH 134.48 L3 N31'58'21 V 341.73 L4 N23'39'50"W 30.62 L5 N7T24'0o'W 33.60 L6 N44'36'00"W 166.60 L7 N18'42'OOV 221.90 L8 N10'42'00"W 208.40 L9 NOO'40'00'E 240.30 L10 N04'33'I6'E 88.95 L11 NIV21' 1'E 792.00 L12 N26 -51-31'E 165.00 L13 N 9'51'41'E 180.97 L14 N55'33'40 77.83 L15 S77*21'l9"E 178.60 L16 S7lr07'39-E 171.99 L17 SW51'35V 462.01 LIS S74'25'32 71.00 L19 N75' 1'35"E 347.89 L20 S1 V51'18 118.05 L21 SI4'58'45"W 88.56 L22 S23'25'55"W 536.13 L23 N66'34'05'W 85.39 L24 SO4'42'09'E 436.83 L25 S42 -50'08"W 641.24 L26 S51'39'39'E 244.88 L27 S1T10'39"W 51.07 L28 S7T48'58"E 107.88 L29 S1704'48"E 61.02 L30 S37*46'03'W 283.19 L31 S46'19'33"E 40.44 L32 S4709'06'1N 447.78 L33 N4S15'O2"W 60.00 L34 N56'01'02'E 637.09 L35 N33'55'40"W 517.05 L36 N58'35'11'E 288.54 07 N58' 15'08'E 346.11 L38 N51'34'29"E 221.01 L39 N46'23b6'E 204.52 L40 N44' 12' "E 204.39 L41 N4 2 L42 N45• ENODrEM SURVEYORS PLANNERS ASSOCIATES !O M,[ 4119 1 434�A 14.MM 9� Chm10 wli, VA Zft /� lrwe 4X M.2M www......IIr....� NO ESMT FURNISHED IN COMMITMENT LEGEND -- PHASE UNE FUTURE REZONE AREA PROPERTY UNE UNE BEARING DISTANCE L43 N44 03'43"E 132.20 L44 N43'46'00'E 240.24 L45 N43'27'26"E 164.29 L46 N4710'28"E 181.65 L47 N38'33'22 170.70 L48 N35'02'44"E 239.53 L49 N3T07'43"E 196.62 L50 N39*49'02oE 242.06 L51 N45'34'59"E 23.63 L52 N4T54'47"E 191.08 L53 N49'49'27E 153.92 L54 N51' 16'52'E 272.94 L55 N50'27'16"E 191.41 L56 N51'20'43'E 163.37 L57 NS 04'51'E 39.31 L58 NS I'll 7"E 242.74 L59 N56'25'20'E 130.46 L60 N50`33'21 'E 275.66 L61 N44'3'6'36'E 206.77 L62 N41'44'20'E 29.09 L63 N5O' 15'56'E 198.45 L64 N51'56'29'E 156.80 L65 N56' 16'34'E 145.61 L66 N44!41'51 *E 100.33 L67 N46'O1'33"E 223.17 L68 N44'44'16"E 184.82 L69 N5740'36'E 137.84 L70 N32'45'22E 87.55 L71 N29'44'00"E 126.36 L72 N31'52'00'E 155.82 L73 N 155*361`E 117.63 L74 N33'29' 6'E 192.44 L75 N 8'41'07'E 118.34 L76 N28'47'53'E 69.36 L77 N2T I W 14"E 155.28 L78 S40'47'27E 150.21 L79 S31'43'51'E 231.97 LBO S28'02'31'E 65.10 L81 S01' 12'25'E 127.9-- L82 27.06 L82 13'15'56"E 106.11 L83 S00'38'S8'E 92.93 L84 4 '06'W 69.61 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING BOUNDARY CURVE TABLE L127 S86'01'33"W CURVEDELTA L128 LENGTH RADIUS CHORD BEARING C 1 61'31 '04 483.16 450.00 460.28 N 11'22'28'E C2 12'44'55- 113.48 510.00 113.24 N 1744'11 *E C315'30'26' L134 270.65 1000.00 269.83 N4 1925'E C4 16'01'01' 289.33 1035.00 288.39 S48'34'42W CS 16'01'01' 269.76 965.00 268.89 S48'34'4 'W C6 15' 6' 289.60 1070.00 288.72 N 19' C7 69'00'00' 150.53 125.00 141.60 S75'05'1 3V UNE BEARING DISTANCE L43 N44 03'43"E 132.20 L44 N43'46'00'E 240.24 L45 N43'27'26"E 164.29 L46 N4710'28"E 181.65 L47 N38'33'22 170.70 L48 N35'02'44"E 239.53 L49 N3T07'43"E 196.62 L50 N39*49'02oE 242.06 L51 N45'34'59"E 23.63 L52 N4T54'47"E 191.08 L53 N49'49'27E 153.92 L54 N51' 16'52'E 272.94 L55 N50'27'16"E 191.41 L56 N51'20'43'E 163.37 L57 NS 04'51'E 39.31 L58 NS I'll 7"E 242.74 L59 N56'25'20'E 130.46 L60 N50`33'21 'E 275.66 L61 N44'3'6'36'E 206.77 L62 N41'44'20'E 29.09 L63 N5O' 15'56'E 198.45 L64 N51'56'29'E 156.80 L65 N56' 16'34'E 145.61 L66 N44!41'51 *E 100.33 L67 N46'O1'33"E 223.17 L68 N44'44'16"E 184.82 L69 N5740'36'E 137.84 L70 N32'45'22E 87.55 L71 N29'44'00"E 126.36 L72 N31'52'00'E 155.82 L73 N 155*361`E 117.63 L74 N33'29' 6'E 192.44 L75 N 8'41'07'E 118.34 L76 N28'47'53'E 69.36 L77 N2T I W 14"E 155.28 L78 S40'47'27E 150.21 L79 S31'43'51'E 231.97 LBO S28'02'31'E 65.10 L81 S01' 12'25'E 127.9-- L82 27.06 L82 13'15'56"E 106.11 L83 S00'38'S8'E 92.93 L84 4 '06'W 69.61 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 UNE BEARING DISTANCE L85 SWI8'32V 169.77 L86 S54 31'16"W 394.88 L87 S48'41'39V 306.43 L88 S29'52'37V 275.35 L89 S13'58'54'W 228.54 L90 SW21 *19V 147.22 L91 S35'1 3'15W 198.13 L92 S23 -54'34"W 316.57 L93 S20'56'55'W 191.56 L94 S2W20'31 "W 196.34-- L95 S22'12'14V 214.83 L96 S2532'1 OV 166.44 L97 SO1'47'22 113.66 L98 SOS 52'50' W 193.46 L99 S 16'54' 19 381.53 L100 SSOr00' S 242.29 L101 S52'2 '39'E 535.50 L102 S5723'39 242.37 L103 S6735'47'W 938.26 L104 S62 35'47V 99.87 LI05 S65'51'25V 50.31 L106 S41'41'56V 168.71 L107 S51'14'36V 188.33 L108 N41'49'24V 21.26 L109 S71'06'27W 20.85 L110 S71'10'50V 26.99 L111 N89'01'34'W 60.04 L112 N29'19'04'W 27.36 L113 N76'03'04 -W 181.9y - L1 14 81.93L114 N5T58'34'W 201.14 L115 S81'22'36'W 26.04 L116 N55'46'04'W 183.65 1117 N41' 6'04*W 95.77 L118 N5T09'44 W 465.57 L119 S31'57'05V 293.53 L120 S31*49'16V 470.85 L121 S4757'20'W 497.27 L122 S15 -33'50'E 314.97 1123 N89'33'34'W 351.84 L124 S 12'38 186.19 L125 $85'53'56V 55.95 L126 586' 1' "W 93.09 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 UNE BEARING DISTANCE L127 S86'01'33"W 43.03 L128 S86'01'33W 275.00 L129 S88 41'37"W 192.22 L130 N8TO4'31 "W 205.12 L131 S 8'35'07' 476.37 L132 S81'26'S0"W 398.82 L133 N05-28'16mW 218.26 L134 NOW18'08-W 214.50 L135 N7T27'49'W 301.24 L136 N78'S3'21 V 197.75 L137 N79'05'24V 49.68 L138 N76'06'43'W 48.68 1139 N56'04'38 952.07 L140 N40'34'1 2-E 755.03 L141 N 34'1 'E 389.58 L142 N56'35'13"E 38.97 L143 S49'24'47'E 36.40 Ll 44 S4924'47 36.42 L145 N56'35'13"E 59.04 L146 N40'34'12E 415.97 7147 N40'34'12"E 728.63 L148 NS6'04'38'E 952.03 L149 S56'01'02W 567.98 L150 N49'24'47"W 335.45 L151 N40'35'13'E 644.41 L152 S70'35'22"E 121.60 L153 S22* 12'08 557.73 1154 S40'35'13V 499.88 L155 N4726'02V 317.78 L156 S40'32'4 "W 50.00 1157 NW33'36'W 309.66 L158 $ 2 '0 "W 244.36 L159 N85'03'55V 179.31 L160 N1700'44v 189.14 Ll 61 N6752'47 661.43 L162 S18'52'57'E 274.26 L163 S49'27'38'E 342.52 L164 S05' 15'46'W 250.63 L165 S20'12'53'W 250.54 3'44"E 297.49NOTE: CALLS IN (PARENTHESES) 2' 'E 62 83 ON INTERIOR LINES ARE TAKEN FROM RECORD DOCUMENTS DESIGNED BY. PROJECT: REVISION NUMBER: KG BELVEDERE PHASE I - ..BAAL,,OCK 6A,I ALOTS 59-62 & 70-73 0 DRAWN BY. FIAIAL SITE PLAN KG DRAWING NUMBER: TITLE: REVIEWED BY: D(IST%NG CONDITIONS E-1 DJA# WWA NUMBER: FILE NAME: SCALE: DATE: SHEET NUMBER: 207073.03 7073o3c-E-l.dwg v: N/ IF LINE 2/4/08 2 of 6 Bslwdsre PAditrdial UnHs Phase I Blocks 3, 4A, 5A, 6 & 9A (Fmm AppwAd Valiance) • ®UMLWEZSFDNA@rls LINE PH2 ®EM® / �I L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' 546'07'08"E ©moo®©0000©o�.l 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 61.47' S43'52'51 "W 0�00���00000 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W o�m®©0000a��a STAIR SCHEDULE 11M SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 A \ -, - - �r\ i� -- ----- -- --- - _. .__. _, -- -- ---- ---- -'----.- _.___._.._._--------------Fes"-----� --n- -_- --�• ti _ 8-3-5 I i C 1Are - - - - -- _ r' 1 i I �r� - - 16 - --- `- - I / - L / f 1 r l T 1 1 I 07 R ^ - __ P q• .N _ _ __ P Y ..._-_ ___ _ q• W -___ - R. .Y _ _ q. ,N ( ` - •' i yy --F R• W : ..__ P^ W R W .. -_ .. R W -. _.. .- W' R• W W W , r 3 ci Go J r LOT 70 5.00) NIEGAW CS 1 i\ FF -406.65 . � I - -- - -- - - - - -.. -- - -- -- - 3636 SF 0.064 AC �._ t t' 1MMlLE / ��.� � PORCH -486.52 j 1 i 1 � _ s �n % I Wei SETBACK y L25 rn I T Pi_480.5i I - Ii , �S -3 6A I i 0 LOT 71 c:n BLUE RIDGE ' I �_,._ - T ( I _ �- - ( ,' � _ -' ' � FF 400.35 i ! � • - j I �� �1 - •r i 1 Al l _ I �._ I � �I t • � � PORCH 466.02 J. ( ! 2365 SF MON AC %. 1 ry j 1 m\-.rlv. 1. 1---- - --- - - - - - - I , LOT 72 . i Co N.UE MM CS r REVERSED FF-46d.3S _ 1 -4d6 i J I PORCH 02 �/ I .__ -- I � - / I ! � I � � -� � 2367 SF 0.055 AC � Ex. wATEN ' lI - I ~ 1 I 1 I y ; / - - - - - - -- - -- - - I LOT 73 - ITS -39 - - - .- -- - - - - _A"QVff CS ' METER I - - - - -- - - I FF -469.65 � PORCH -409 v . i I, I �1 I I I � I �' 1 I �{ � 2003 SF 0.064 AC � _. skcI , I ' _ I II I I V , - I 12 1 1 I I I �� I I I fr r•, I I j, m 487.17. � f I 1 I i � L3 6 I -- l I - I I g LOT 59 I I FF -491.64 I 2781PO PORCH-491.31 0.064-AC-- Lar .064 !�G _ - 1 -- -� -,� , f - , I I # *7 LOT 60 r w I I¢ FF 463.31 GLUE RIDGE CS PORCH-492.90�- M 2362 SF O.OS4 AC R - - -._ N I L32 _ I I I I I I LOT 61 li ' I � BLUE RIDGE CS ^ REVERSED � h 1 FF -49331 l PORCH -492.90 � 1 • I , �� - I �; I M 23" SF OAS4 AC x k��` 4 �� - I L - -- - ---- I I 0 U - � � "! - j i I I-- �--- I _ _- - - - - I --j i i •, I, I _ - , � I` ,� � � I , 7 ��-- LOT 62 ' Y AU EGANY CS I I REVERSED FF -493.90 ;' TI PORCH -493.65 ! I I 2504 SF 0.057 AC 9$� % I I 1 i I ' �� , , I 'moi j �� - S-40 N n �I I' 20' ACCESS i X. S�tO SIG 5 I ND II $TFC + �� < k� G ' I EASEMENT i I - . J I I 10' AdCESS MH I SI6hl I �/ - - - - , i _ -- - - - EJI►SEIIA - - - - - - -- - s - ENT - � � EX I$T P SIdN � 42 AND; -1 _-NAME - EX; NV OUT 8 0020 I-- - -- - -- -- - U I -47 c) m - - - - - -- -- - - j - - S-41 �� I, I ; I f -- S 44 - , r -- - r i REDUCTION I T _ r. 1 �{ , I � , ' I IF TM OiiA1MNG IS A GRAPHIC SCALE MUST BE USED S-44A SCALE: 1" f LV' , j I I - - _ �_ I ,� �_ 11 I I I I I 1 II I I I -- T n, C' r C I 1 I I I i :I, - 20' 0 20' -r DESIGNED BY: In QR KG ENoDmm DRAWN BY: SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES !O �s 41 N 14� Gwilrllw� WWA NUMBER: �6 �a 4�IswM ti.c aw.�s� 01416 - 207073.03 f LVISiON RY I i 11 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 UNE TABLE LINE LENGTH BEARING L5 25.88' S46'07'08"E L6 21.98' S46'07'08"E L7 22.00' S46'07'08"E L8 7.07' 546'07'08"E L13 7.19' S46'07'07"E L14 21.98' S46'07'07"E L15 19.10' S46'07'07"E L16 25.83' S46'07'07"E L17 3.62' S82'48'00"E L18 2.90' S46'07'07"E L19 108.50' N43'52'51 "E L20 25.84' N46'07'09.W L21 108.50' N43'53' 11 "E L22 22.00' N46'07'09"W L23 108.50' N43'53' 11 "E L24 21.98' N46'07'09"W L25 108.50' N43'53' 11 1 L26 0.68' N46'07'09"W L27 82.19' N43'52'51 "E L28 61.47' S43'52'51 "W L29 34.07' N46'07'09"W L30 107.44' N43'52'51 "E L31 22.00' N46'07'090W L32 107.44' S43'52'51 "W L33 21.98' N46'07'09"W L34 107.44' N43'52'51 "E L35 25.89' N46'07'09"W L36 107.44' S43-53'1 1 "W SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 A \ -, - - �r\ i� -- ----- -- --- - _. .__. _, -- -- ---- ---- -'----.- _.___._.._._--------------Fes"-----� --n- -_- --�• ti _ 8-3-5 I i C 1Are - - - - -- _ r' 1 i I �r� - - 16 - --- `- - I / - L / f 1 r l T 1 1 I 07 R ^ - __ P q• .N _ _ __ P Y ..._-_ ___ _ q• W -___ - R. .Y _ _ q. ,N ( ` - •' i yy --F R• W : ..__ P^ W R W .. -_ .. R W -. _.. .- W' R• W W W , r 3 ci Go J r LOT 70 5.00) NIEGAW CS 1 i\ FF -406.65 . � I - -- - -- - - - - -.. -- - -- -- - 3636 SF 0.064 AC �._ t t' 1MMlLE / ��.� � PORCH -486.52 j 1 i 1 � _ s �n % I Wei SETBACK y L25 rn I T Pi_480.5i I - Ii , �S -3 6A I i 0 LOT 71 c:n BLUE RIDGE ' I �_,._ - T ( I _ �- - ( ,' � _ -' ' � FF 400.35 i ! � • - j I �� �1 - •r i 1 Al l _ I �._ I � �I t • � � PORCH 466.02 J. ( ! 2365 SF MON AC %. 1 ry j 1 m\-.rlv. 1. 1---- - --- - - - - - - I , LOT 72 . i Co N.UE MM CS r REVERSED FF-46d.3S _ 1 -4d6 i J I PORCH 02 �/ I .__ -- I � - / I ! � I � � -� � 2367 SF 0.055 AC � Ex. wATEN ' lI - I ~ 1 I 1 I y ; / - - - - - - -- - -- - - I LOT 73 - ITS -39 - - - .- -- - - - - _A"QVff CS ' METER I - - - - -- - - I FF -469.65 � PORCH -409 v . i I, I �1 I I I � I �' 1 I �{ � 2003 SF 0.064 AC � _. skcI , I ' _ I II I I V , - I 12 1 1 I I I �� I I I fr r•, I I j, m 487.17. � f I 1 I i � L3 6 I -- l I - I I g LOT 59 I I FF -491.64 I 2781PO PORCH-491.31 0.064-AC-- Lar .064 !�G _ - 1 -- -� -,� , f - , I I # *7 LOT 60 r w I I¢ FF 463.31 GLUE RIDGE CS PORCH-492.90�- M 2362 SF O.OS4 AC R - - -._ N I L32 _ I I I I I I LOT 61 li ' I � BLUE RIDGE CS ^ REVERSED � h 1 FF -49331 l PORCH -492.90 � 1 • I , �� - I �; I M 23" SF OAS4 AC x k��` 4 �� - I L - -- - ---- I I 0 U - � � "! - j i I I-- �--- I _ _- - - - - I --j i i •, I, I _ - , � I` ,� � � I , 7 ��-- LOT 62 ' Y AU EGANY CS I I REVERSED FF -493.90 ;' TI PORCH -493.65 ! I I 2504 SF 0.057 AC 9$� % I I 1 i I ' �� , , I 'moi j �� - S-40 N n �I I' 20' ACCESS i X. S�tO SIG 5 I ND II $TFC + �� < k� G ' I EASEMENT i I - . J I I 10' AdCESS MH I SI6hl I �/ - - - - , i _ -- - - - EJI►SEIIA - - - - - - -- - s - ENT - � � EX I$T P SIdN � 42 AND; -1 _-NAME - EX; NV OUT 8 0020 I-- - -- - -- -- - U I -47 c) m - - - - - -- -- - - j - - S-41 �� I, I ; I f -- S 44 - , r -- - r i REDUCTION I T _ r. 1 �{ , I � , ' I IF TM OiiA1MNG IS A GRAPHIC SCALE MUST BE USED S-44A SCALE: 1" f LV' , j I I - - _ �_ I ,� �_ 11 I I I I I 1 II I I I -- T n, C' r C I 1 I I I i :I, - 20' 0 20' -r DESIGNED BY: In QR KG ENoDmm DRAWN BY: SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES !O �s 41 N 14� Gwilrllw� WWA NUMBER: �6 �a 4�IswM ti.c aw.�s� 01416 - 207073.03 f LVISiON RY I i 11 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 CURVE TABLE CURVE LENGTH RADIUS r,,H0R C BEARING DELTA TANGENT Cl 42.41 27.00 38.18 N01'07'09"W 90'00'00" 27.00 C3 7.02 12.00 6.92 N2T07'46"E 33-30"11 " 3.61 C4 42.41 27.00 38.18 N88'52'51 "E 90'00'00" 27.00 C5 1 32.63 71.50 32.35 N59'11'30"W 26'08'49" 16.60 SEE SHEET NO. 5 OF 6 FOR TYPICAL TOWNHOUSE LOTS AND SETBACKS. PER THE CODE OF DEVELOPEMENT FOR ZMA 2004-0007 ACCESSORY STRUCTURES HAVE A REAR YARD OF 4' AND A SIDE YARD OF 3' %0- I I DELETED SCREENED SURFACE PARKING SPACES NO. pr s�1`_�;ION DMJ 13/31/2008 A \ -, - - �r\ i� -- ----- -- --- - _. .__. _, -- -- ---- ---- -'----.- _.___._.._._--------------Fes"-----� --n- -_- --�• ti _ 8-3-5 I i C 1Are - - - - -- _ r' 1 i I �r� - - 16 - --- `- - I / - L / f 1 r l T 1 1 I 07 R ^ - __ P q• .N _ _ __ P Y ..._-_ ___ _ q• W -___ - R. .Y _ _ q. ,N ( ` - •' i yy --F R• W : ..__ P^ W R W .. -_ .. R W -. _.. .- W' R• W W W , r 3 ci Go J r LOT 70 5.00) NIEGAW CS 1 i\ FF -406.65 . � I - -- - -- - - - - -.. -- - -- -- - 3636 SF 0.064 AC �._ t t' 1MMlLE / ��.� � PORCH -486.52 j 1 i 1 � _ s �n % I Wei SETBACK y L25 rn I T Pi_480.5i I - Ii , �S -3 6A I i 0 LOT 71 c:n BLUE RIDGE ' I �_,._ - T ( I _ �- - ( ,' � _ -' ' � FF 400.35 i ! � • - j I �� �1 - •r i 1 Al l _ I �._ I � �I t • � � PORCH 466.02 J. ( ! 2365 SF MON AC %. 1 ry j 1 m\-.rlv. 1. 1---- - --- - - - - - - I , LOT 72 . i Co N.UE MM CS r REVERSED FF-46d.3S _ 1 -4d6 i J I PORCH 02 �/ I .__ -- I � - / I ! � I � � -� � 2367 SF 0.055 AC � Ex. wATEN ' lI - I ~ 1 I 1 I y ; / - - - - - - -- - -- - - I LOT 73 - ITS -39 - - - .- -- - - - - _A"QVff CS ' METER I - - - - -- - - I FF -469.65 � PORCH -409 v . i I, I �1 I I I � I �' 1 I �{ � 2003 SF 0.064 AC � _. skcI , I ' _ I II I I V , - I 12 1 1 I I I �� I I I fr r•, I I j, m 487.17. � f I 1 I i � L3 6 I -- l I - I I g LOT 59 I I FF -491.64 I 2781PO PORCH-491.31 0.064-AC-- Lar .064 !�G _ - 1 -- -� -,� , f - , I I # *7 LOT 60 r w I I¢ FF 463.31 GLUE RIDGE CS PORCH-492.90�- M 2362 SF O.OS4 AC R - - -._ N I L32 _ I I I I I I LOT 61 li ' I � BLUE RIDGE CS ^ REVERSED � h 1 FF -49331 l PORCH -492.90 � 1 • I , �� - I �; I M 23" SF OAS4 AC x k��` 4 �� - I L - -- - ---- I I 0 U - � � "! - j i I I-- �--- I _ _- - - - - I --j i i •, I, I _ - , � I` ,� � � I , 7 ��-- LOT 62 ' Y AU EGANY CS I I REVERSED FF -493.90 ;' TI PORCH -493.65 ! I I 2504 SF 0.057 AC 9$� % I I 1 i I ' �� , , I 'moi j �� - S-40 N n �I I' 20' ACCESS i X. S�tO SIG 5 I ND II $TFC + �� < k� G ' I EASEMENT i I - . J I I 10' AdCESS MH I SI6hl I �/ - - - - , i _ -- - - - EJI►SEIIA - - - - - - -- - s - ENT - � � EX I$T P SIdN � 42 AND; -1 _-NAME - EX; NV OUT 8 0020 I-- - -- - -- -- - U I -47 c) m - - - - - -- -- - - j - - S-41 �� I, I ; I f -- S 44 - , r -- - r i REDUCTION I T _ r. 1 �{ , I � , ' I IF TM OiiA1MNG IS A GRAPHIC SCALE MUST BE USED S-44A SCALE: 1" f LV' , j I I - - _ �_ I ,� �_ 11 I I I I I 1 II I I I -- T n, C' r C I 1 I I I i :I, - 20' 0 20' -r DESIGNED BY: In QR KG ENoDmm DRAWN BY: SURVEYORS KG mm M. JENSEN ,PLANNM 11 REVIEWED BY: N0.I ASSOCIATES !O �s 41 N 14� Gwilrllw� WWA NUMBER: �6 �a 4�IswM ti.c aw.�s� 01416 - 207073.03 f LVISiON RY I i 11 ; I ' PROJECT. REVISION NUMBER: BELVEDERE PHASE I - BLOCK 6A, LOTS 59-62 & 70-73 1 FlNAL SITE PLAN TITLE: FILE NAME: 707303C-S-2.dwg SITE PLAN SCALE: DATE: H: 1 -20' 2/4/08 V. N/A DRAWING NUMBER: S-2 SHEET NUMBER: 4 of 6 BELVEDERE -PHA BLOCK 6A: PLANTING SCHEDULE 1 PLANTING ZONES CIOM'M0-N NAME SCIENTIFIC NAME QTY SPACING SIZE REMARKS PLANTING DETAIL NOTES ARES4IFT TOTAL CANOPY SCWr FLOWERING TREES Eastern RedxidSski*m ( Garcia cart�rdensis 7 See Plein + Deq�is 6.8' ! SinB/B-Transpw t BARE ROOT Transplo InSprMg or Autum . ShWm roofs: plant it rldiftNan from bu MMg four latlon and s from cormete paths. 124 � Ch°fo1`e6 Princess pow (Cr-) Cor►1us 1br�ds 1✓hs►okee Prrncees' 4 See Plan + Details 8-0' Ht. B/B-Trwaplsnt BARE ROOT YNde � g slhallow roots: IF from huNdlrg ndemo Lf A' from sidew�Nc 124 4!6 S Y (�►o) AmelienchierX grandillbra Autumn BrOance 11 ARAM: 4-' O.0 1.5.2.0" Cal. B/8 -Transplant BARE ROOT vMds sp a -dI i shallow roofs: Plant MkLlr Thom h mNdl g burKkM n and 4' Mtn thorn AIey-Edge of PavenhsnL 130 1430 SHADE TREE American Ash (FA) Fmxkw wnwtane 'Autumn P 2 See Plan +Details 2-2.5" Cal B/B/Transplant BARE ROOT Plant wNh can M lant fturp/e S��= or AL*wm. P from 15 MAdlrg foundation. 322 644 FOUNDATION SHRU Inicberry Hcy (IG) /!ex 9� TOTAL PLANTINGS 50 74 4-6' O.C. 3 Gal. z 8/B -Transplant BARE ROOT SN Plodhhp DeW on L-4, Cvrnlraclor shag plant shrub a n*Wn m of 3 feet from edge of pavement setback — WA '•' ; WA 3434 1 ADDED REVISED LOT STANDARDS FROM VARIATION DMJ 3/31/2008 secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or RY I)^T� easement LANDSCAPE PLANTING NOTES: CONTRACTOR SHALL PLANT SHRUBS A MINIMUM OF 3 FEET FROM EDGE OF PAVEMENT OR BUILDING EDGES. CONTRACTOR SHALL PLANT TREES AS A PRIORITY BEFORE ALL OTHER PLANTINGS. CONTRACTOR SHALL PLACE AS SPECIFIED ON PLANTING PLAN. CONTRACTOR SHALL PLANT ACCORDING TO DETAILS ON SHEET L-4. CONTRACTOR SHALL PLANT TREE SO THAT SOIL DEPTH FROM TOP OF ROOT BALL TO SURFACE OF TOPSOIL SHALL NOT EXCEED 4 INCHES. SEE SHEET L-4 FOR DETAILS. ALL TREES SHALL BE PLANTED NO LESS THAN 1 FOOT FROM EDGE OF EASEMENTS AND AT LEAST 10' FROM UTILITIES. TREES SHALL BE GUYED AND STAKED ACCORDING TO SHEET L-4 DETAIL SPECIFICATIONS. THE QUANTITIES ESTABLISHED FOR TREES AND SHRUBS IN THIS PLAN MEETS OR EXCEEDS BOTH THE BELVEDERE CODE OF DEVELOPMENT (ZMA 2004-00007 / SEE P.27) AND ALBEMARLE COUNTY CODE 32.7.9.9 (B-3) MINIMUM TREE CANOPY REQUIREMENTS. CALCULATIONS FOR MINIMUM TREE CANOPY REQUIREMENTS AS PER COUNTY CODE: AREA OF SITE- 0.51 ACRES OR 22,215.60 S.F. RESIDENTIAL DENSITY FOR SITE: 8 UNITS/0.51 ACRES - 15.68 DWELLING UNITS PER ACRE MINIMUM PLANTING REQUIRED= 15% OF SITE AREA OR 0.0765 ACRES (3332 S.F.) TOTAL TREE CANOPY PLANTING PROVIDED= 3,438 S.F. 1. ALL TREES AND SHRUBS SHALL BE WATERED IMMEDIATELY AFTER PLANTING. TREES AND SHRUBS SHALL BE WATERED HEAVILY, 1 MINIMUM, THREE TIMES PER WEEK FOR TWO WEEKS AFTER PLANTING. THE TREES AND SHRUBS SHALL BE WATERED HEAVILY ONCE A WEEK FOR THE REMAINDER OF THE YEAR. REDUCE THE RATE OF WATERING TO ONCE EVERY TWO WEEKS IN THE FALL AND STOP WATERING IN WINTER UNLESS IT BECOMES VERY MILD. BEGIN WATERING AGAIN IN' THE SPRING AT A RATE OF ONCE EVERY TWO WEEKS UNTIL 1ST OF MAY, THEN BEGIN WATERING THE - TREES AND SHRUBS ONCE A WEEK AGAIN THROUGH THE END OF SUMMER. SUBSTANTIAL RAINFALLS WILL PROVIDE SUFFICIENT WATER BUT PLANTING PITS SHOULD BE CHECKED FOLLOWING LIGHT OR BRIEF RAIN EVENTS. 2. MAINTAIN AT LEAST THREE INCHES OF MULCH AROUND ALL TREES AND SHRUBS TO HELP THEM RETAIN MOISTURE. 3. PRUNE SUCKERS AND WATER SPROUTS FROM TREE TRUNKS TO KEEP THEM VIBRANT AND HEALTHY. PRUNE ANY DEAD LIMBS OR ANY LOW LIMBS WHICH INTERFERE WITH SIDEWALKS OR ROADS. PRUNE SHRUBS AS NEEDED TO MAINTAIN DESIRABLE SHAPES AND SIZES. THE REQUIREMENTS FOR PRUNING WILL VARY AMONG THE SPECIES OF SHRUBS. Standards for Townbooses ud SiaEk-Fad, Detn&ed Rai"tisl Stractara IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 All Unit Can iase masa and secessory structures on an bb Front build- 8' —16' Carriage louses must be to range located to the rear of the primary residence. Other accessory structures may not be placed in front of the primary residence. Min. side 0' if structures 3' for Blocks 2- 9; 5' for setback, not are attached by Blocks 9 & 10 adjacent to common wall; an alley 3' if not attached Min. rear 10' 4' setback — no alley Min. rear 49— measured 4' — measured from edge setback — firom edge of of alley r.o.w. or adjacent to alley r.o.w. or easement an alley I easement IF THIS DRAWING IS A REDUCTION Special conditions: GRAPHIC SCALE MUST BE USED 1. Porches (1 dt 2 story), stairs, balconies, bay windows, planters, chimneys, terraces, caves, SCALE: 1 " = 20' and entrancx stoops may encroach into the area between the minimum build -to range and the front r.o.w. line up to 4' from the front r.o.w. line. They may encroach into the area 68W%iiiii between the rear setback up to 4' from the property line or, in case of alley easement, within 4' from the casement boundary. 20' 0 20' 2. No encroachments are allowed within the minimum side yard. 3. Where a side setback of less than 411 is used, a 6' maintenance casement shall be recorded on all properties adjacent to the side setback of less than 4111". 4. Where an alley adjoins a side yard, the minimum setback is 3'. 5. Carriage house units may be attached to the main structure by an, enclosed non - conditioned connection. !o as 4119 mwpQ•vaty� L• ;A f111� C\MMwft VA � Mie 13. 1f MN Ike g1.1M2IN DESIGNEDPRO KG I BEL JVEDERE PHASE 1 DRAWN BY. AS - BLOCK 6A, LOTS 59-62 & 70-73 FINAL SITE PLAN TITLE. REVIEWED BY. LANDSCAPE PLAN, DETAILS, NOTES, AND SCHEDULES D" WWA NUMBER: FILE NAME: SCALE: DATE.- 207073.03 ATE.207073.03 707303C-L-1.dwg v: =20' 2/4/08 REVISION NUMBER: 1 DRAWING NUMBER: L-1 SHEET NUMBER: 6 of 6 SPATIAL ENCLOSURE RATIO RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 MAXIMUM EAVE 1000 98,000 SQ. FT. SETBACK/ BULD-TO TOTAL DISTANCE HEIG� (BASED ON ROAD RIGHT OF WAY (FT) LINE DMAENSION (FT) BETWEEN BUILDINGS 1:2 SPATIAL REQUIRED RESIDENTIAL 1 SP/ 125 S.F. (FT) ENCLOSURE RATIO) Claremont Lane 54 8 70 35 Bmokby D" 54 8 70 35 Marlbeck Dme 54 8 70 35 Old Tlail DriAe 50 8 86 33 RETAIL SPACE REQUIREMENTS per approved proffers for Old Trail Village 8 OF D.U. BLDG. PERMITS MAX. ALLOWABLE RETAIL SPACE 500 48,000 SQ. FT. 1000 98,000 SQ. FT. 1,500 144,000 SQ. FT. 2,000 192,000 SQ. FT. CODE OF DEVELOPMENT REGULATIONS approved for Old Trail Village SURFACE NO11- MAX SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED RESIDENTIAL 1 SP/ 125 S.F. ALLOWABLE MIN. LOT MAX 67.56 AREA BLOCK RESIDEN S.F. S.F. DENSITY MAX UNITS NOW SIZE Sfi. FT.) STORIES FRONT AFFORDABLE UNITS BLOCK TRANSECT GROSS (D.U./AC.) RESIDENTIAL BUILD-ToSET- SIDE YARD REAR YARD DIST AREA FLOOR AREA TOTAL LINEE BACK SET- BACK AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE (�' FT.)DENTIAL/ NON -REST- MIXED RESIOENM RENT ACCESS % OF MIXED USE MIXED USE LOTS R/V11 �C) USE SPACE ATION AREA ED UNITS D UlLIS UNITS ENT MIXED USE L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM 3 CT5 6.8 18 122 100,, ILIA 4 0 0 0 (SO. FT.) 000- (DU IAC) PROPOSED DEVELOPMENT (CUMULATIVE OF ALL BLOCKS) FOR OLD TRAIL VILLAGE (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE NO11- RATE OF PARKING SPACES POOL AREA TOTAL PARKING RESIDEN AL 17Nns (,) REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 AREA BLOCK RESIDEN S.F. S.F. TOWN CONDO M##u4/ GROSS MARKET RATE UNRS TOTAL# AFFORDABLE UNITS AREA OF AREA OF RECREA FOR TOTAL PREVIOU AREA OF OPEN BLOCK (AC) CLASSFIO TIAL DETACH ATTACHE HOUSE APARTM TOTAL RESIOENM RENT ACCESS % OF BANKED SLY LOTS R/V11 �C) TION SPACE ATION AREA ED UNITS D UlLIS UNITS ENT UNITS L DENSITY % OF TOTAL UNITS RATE FOR SALE APARTM ORY NUMBER TOTAL UINITS BANKED (AC) AREA (8) (6) (SO. FT.) (DU IAC) OF UNC UNC UNITS ENTS UNITS UNITS 1 5.1 54,500 0 0 0 78 78 15.3 82 79.5% 0 14 0 14 17.9% 2.3 0.0 4.3 0.54 WA WA 3A 2.9 4,000 0 0 0 0 0 0.0 0 0.0% 0 0 0 0 0.0% 0 0.0 0.79 WA 4 3.3 2,200 0 4 23 28 56 18.7 43 7B2% 9 0 0 9 18.4% 0.75 0.0 28 0.92 WA WA 11 3.0 3,530 0 0 22 32 64 18.0 45 83.3% 9 0 0 9 16.7% 0.9 0.0 2.8 0.92 WA WA 12 5.0 3mixed 2,250 0 0 27 83 90 18.0 75 83.3% 15 0 0 15 16.7% 1.5 0.0 5.2 0.4 WA WA i5�) 4.9 0 15 0 0 0 15 3.1 15 100.0% 0 0 0 0 0.0% 0 2.3 2.7 0.4 WA WA TOTAL 24.268,480 15.0 4.0 720 201.0 292.0 240.0 33.0 14.0 0.0 47.0 5.5 23 17.4 3.2 % OF TOTAL AFFORDABLE UMTS 70.2% 29. 0.0% (1) HOUSING EQUAL TO FIFTEEN PERCENT (15X) OF THE TOTAL REVDEN77AL UNITS CONSTRUCTED AT OLD 7RAIL VILLAGE DEVELOPMENT SHALL BE PROVIDED IN 7H£ FORM OF FOR -SALE CONDOMINIUMS AND TOWNHOUSES AND FOR -RENT CONDOMINIUMS, TONNHOUSES, APARTMENTS AND ACCESSORY UNITS EACH SUBDIVISION PLAT AND SITE PLAN FOR LAND WI7HIN 7HE OLD TRAIL VILLAGE DEVELOPMENT SHALL DESIGNA7E THE LOTS OR UNITS, AS APPLICABLE, THAT WILL, SUB,.ECT TO THE 7ERMS AND CONDI77ONS OF PROFFER /2 OF ZMA-2004-024, INCORPORATE AFFORDABLE UNITS AS DESCRIBED IN PROFFER /2 OF ZMA-2004-024, AND THE AGGREGATE NUMBER OF SUCH LOTS OR UNITS DESIGNATED FOR AFFORDABLE UNITS WITHIN EACH SUBDIVISION PLAT OR 517E PLAN SHALL CONS77TU7E A MINIMUM OF FIFTEEN PERCENT (15X) OF THE LOTS IN SUCH SUBDIVISION PLAT OR S/7E PLAN. (2) WHEN BUILT -OUT, AT LEAST FORTY PERCENT (40x) OF THE AFFORDABLE HOUSING DWELLING UNITS SHALL BE FOR -SALE UNITS. (3) WHEN BUILT -OUT, NO MORE THAN THIRTY PERCENT (30x) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE FOR -RENT APARTMENTS (4) WHEN BUILT -WT, NO MORE THAN THIRTY PERCENT (30X) OF THE AFFORDABLE HOUSING DWELLING UNITS MAY BE ACCESSORY UNITS ACCESSORY UNITS" SHALL MEAN ACCESSORY APARTMENTS AS DEFINED IN THE ALBEMARLE COUNTY CODE, CHAPTER 18, SEC77ON 5.1.34, AND A UNIT WITHIN A 700 -FAMILY DWELLING AS A T00 -FAMILY DWELLING IS DEFINED IN THE VIRGINIA UNIFORM ST47EWIDE BUILDING CODE. (5) THE OWNER MAY "CARRY-OVER" OR BANK" CREDITS FOR AFFORDABLE UN17S IN THE EVENT AN INDIVIDUAL SUBDIVISION PLAT OR SITE PLAN DESIGNA 7ES AFFORDABLE UN17S 7HAT/N 7HE AGGREGATE EXCEED THE FIFTEEN PERCENT (15.X) MINIMUM FOR SUCH SUBDIVISION PLAT OR 97F PLAN, AND SUCH ADD17IONAL AFFORDABLE UNITS MAY BE ALLOCATED TOWARD THE F7FTEEN PERCENT (15X) MINIMUM ON ANY FUTURE SUBDIVISION PIAT OR 97E PLAN, PROVIDED HOWEVER, THAT 7HE MAXIMUM NUMBER OF AFFORDABLE UNITS THAT MAY BE CARRIED OVER OR BANKED SHALL NOT EXCEED FIFTEEN PERCENT (15X) OF THE TOTAL UNITS ON ANY SUBDIVISION PLAT OR 97E PUN. (6) THERE ARE NO OPEN SPACE AND/ OR RECREATION AREAS WITHIN THE BOUNDARIES OF THIS PRELIMINARY PLAT, AS DESIGNATED BY THE APPROVED CODE OF DEVELOPMENT AND GENERAL DEVELOPMENT PLAN FOR OLD TRAIL VILLAGE NEIGHBORHOOD MODEL DISTRICT. PARKING REQUIRED SURFACE SURFACE TOTAL RATE OF PARKING SPACES POOL AREA TOTAL PARKING WITHIN REQUIRED SPACES (SQ. FT.) BLOCK 3 REQUIRED N/A 1 SP/ 125 S.F. 72 8445 WATER SURFACE 67.56 67.56 PARKING PROVIDED SURFACE BLOCK SPACES ON -STREET TOTAL WITHIN SPACES SPACES w BLOCK 3 w w N/A 3A 72 37 109 Lac. No. 035791 6. 6 -IE -01h Z O H y� W ce V e z W W a w c� z z O w 0 J 0 O YIw w x Z F ets 0 ..Ia w Jw w w N/A O w 0 T-2 0 00 e z W W a w c� z z O w 0 J 0 O 308 NO. 02006 N/A SHEET NO. T-2 i1.. r0POGRAPHY PRONDED BY JENNINGS S7EPHENSON, PC IN AUGUST, 2006. VIE ELEVADON VERIFIED JANUARY2008., 2. THERE /S A MPO STREAM BUFFER ADJACENT TO THIS SITE AS SHOM7V ON THIS SHEET. ^� J. THERE IS A FLOODPLAIN ADJACENT TO 7741S VIE, PER FEMA MAP 451003CO2290, DATED 02-04-2005. 4 . MPO AS SHOW ON THE PLAN IS 100' OFF EXIS77NG S7REAMS OR 100' OFF ME7LAND.% OR THE FLOODPLAIN SCOTT C LIA41T IN THE LOCA7101V 774AT 7HE FLOODPLAIN IS GREA7ER F _ "-6 U Lic. No. 035791 N `� 5. THIS SITE DOZES NOT CONTAIN ANY CRITICAL SLOPES (SLOPES GREATER THAN 25x). III BENCHMARK S .4- _ _ \ /Z EL-OMM°aNHo� 656 ONAL \ \ \ Q ' + \ _ - _ NAD 83 _ 6Sg / 1�J 1,` - - - - / / I `\ \ 10GANG SAAB 6,%—, 60. \ \ \ ROAD --6 ° CULVERTSEM EXffnNG _ UNDR \ \ 0 666 \ \ - \ \ \ \ \ \ \ v- E70S71NG\ \`VA [A I ..`I �.. I ' I , � � � EASEMENT � ,\ `• \ \ \ \ \ \ \ \ \_\\ � �` \ Q o J LS ee iI o _ DB 2>i88 PG 1-15 V Vi BLOCK'111 J1I (IJ I.1' I'IIIIfI \��2-- _ '� \- \\ \\ \\ \I I I �\ \`, \ if I I 1. 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I \ _______'_:�__ -_ -- " -________\k.____'_._ _"_____..___. � I \ �� ..\ � �� \(46 �� \ \ \ ` : \ .. ., � \ \ \ �'C- C6^ �^ 95 �O S� `� So / i ,.�.� . - -6-70- _ _ ' _ I I \ \ \ ��_ \ - 14' T h \ \ \ \ \ \\ . A \ \ / / / , / / / / / / / �, / / / i / - - O / - rRVr VJGL/ M � _ I ! I` } \ \ ��1 ___ \'_1\ `�'\.\ \ \ . \ � \ ' ,\\ \ \_ \ \ / / / , / / / _. GUARDRAIL PROPOSED \ I , I 41, \ \ ` \ �`\ \ \ \`�.\. \"� \. \ i / / / / / / / ' 0 � . � / ' cv � RIGHT OF WAY ami � l ` � t \ '\ � , \ \~\ \I\ \ � ,' \ ,\. y \ I{ /I , , / / / / / / / / /' 'o + ; ' / ' i , ' _ 672 -- -- _. _._ _ + \ \ % \ I I I I \ \ \ \ ,\\ SCOTT COLLINSZ �� : \ \ , , , /_� - /_ - \� J\ U Lic. o. 035791 0, \ \ "\ \ `\ • \ \ \ / /' / / / / / /' / /' ` s , , ' ' / 4 f a VDOT STD. CG -11 ! I ! t 1 \ \ \ �� 1.0 � l�y .) \ \ /' CONCRETE ENTRANCE ' I , ' NOTE: SEE SHEET LL -1 FOR �'�SIO�IAL 14 \ - .. I I � . .- LOCATI OF S EET TREES \\ �\ ��� 1 � . � \ / ' '' / . 1-1 .. ON 15+5 , \ \ \ \ ,,f \ \ , / / / / A ' / + ,' ,. ': - �.' 54. 1/• t f' f \ \ \ \ \ 11 \\ \ ST r _.\� \\ . .1. / \ / / / > �. ..... - .. �- Ic . :' '... 5 ' / I , \ \ FUTURE \ , \' \ \ \ \ \ ' '\ \ \ CG -12/ / / ! �'.'... ----'-�-`_ .. 1-...�`...�_.' - . 32�' a :B +OQ'.' ' / `/ l - ' 'N \ `� \\' ' l / j ... AT:+po: :. �y /' I _ - OLD IL A \ .. 1 \ \ , \' - \ \ ( ) / / .......'. -..'.-. '.'. "....'..' '' 4.'.. .. . . ..... ..... .. _ STOP I \ \ _ \ ... \ ' \ / . / r. Y.'. 12i'. Y l / \ \• \ _ \ \ \ \ � ( , \ .. .... f . �--' . I .. / TSP): - t " SIGN \ - -- _ _ _ \ \14 � \% \ - I \ * \ . -�"_ �' ,,, _- - -' ". . - "�'_. - _� ___ . . cl . I , �. �_ 0 / \ \ , \ \ \ . •-\ \ / , .. .......` .. "'.'_ . / ' �.. / / 1 1 � \ \ � \ VDOT STD. \ \STP \'... ... .:.�.. <'....'.'.'.. j '............. , r :,y r . �f•� '�. " f , _.. \ \ ; . \ .'. \ / �_ .:'. " .......... i / BARRICADE \ _ - \ \ \ 1.- \ <r\ \ , 51GN .'.\ / �. •SID AL • CG- `1 \ \ - ~ ' \ _ � \ \ � ae \ _j5 �/ _ _ - _ . - ... ..."'�".:._ .... \ J1 T . .. .1 . � - � I ......' ....... I... ___'�� I ) I I.. 1. 1- "I./ '. I �� 11 I... .. I., 11, ...'..... I � \ - - � - � - I - -1 \ \,\ - "R ....... .. ' '' 1, I :�...&. - 7�� . , I...- - �. I... , - __ - �_ - � , \ %, - , ..'.-' uj 8 9 1. �'. - f ,7 1 1 - - --- \ .. \ . ........... � --I_ • 1. 1 , f ... .... ... ...... .... ... .....r \ _. _ c _ � -1 - (AI '� I .... I 11 � - - -, -_ ef .. _. �':'_\ � ....k - . . . . . \' < 2# ', ��•: < • :, : VDOT STD. � _ -- �. ~ _ w � \':. �'. .'\ . � \ %t �, .,. <, it - .. ...... ... ................ ..,.. ..i'........ ... ... - \ _ _.. \ SPEED LIMIT / _ CG -6 / ~ R.S.. . �: Z \ . .7.... . < r Lu SII. _ GN �,81. OC _ O T' i 7 _ G Z C r \ _ i 9' / � _ '�► I �e 0 ly . �c t z _ -, (nz ' - - - 1 Y f. , \ EXISTiI SAN ITAR x .'. 1. i ........... _. �, �.� :l VDOT STD. �N_._Lu 2 \ �\ 1 R! a - \ s� ... Tf� �T i' CG -1 � - \ �o. V !"� \ VARIABLE WIDTH \ _ _ _ 2 \ \ \ \ k \-_ --- -- RELOCATED / , ;f .s . . \ EXISTING ce \: \ g. \ \ �, \ \ r <. �< «' I'::.' , �: 1.u. 90' SIGHT DISTANCE - - - - - - f\ \ + CG -12 \ < ; , . _ .. 9fl' _'. _ - -- - -- -_ _ POND r \' " �'� \ < %''. /1.1. VDOT STD. / - - , \ \ - _ .. . . \ \ \ a� ',c �'' ' ` , ... ... ..:'��....' I ,.': - 1 _. \ BLOCK UNE its \ \ ;' , \ ♦ \ \ + \ ...... / . .. \ 2X18 DUMPSTER - _ ~ \ / \ �. i : , .... . .. LIMITS OF BLOCK 3 6, n \ \ \ \ \ it ° < .. AD \ HATH CONCRETE PAD \ / \ A' '- ` \ . \ ° • , x ' +.� �`. _ SEE SHEET S-3 , \ % , t \ ` \ \ \ \ <, 1 .... . .. - . .. - FOR DETAIL \ _. \ : f\ \ �`< 1 / c`1. '� 1 ... ..`' .�.'... q....... ...... .. ... 1. .. ........ .. ... _ f Ap . / \ \ �.4 . `` � , . �. PARKING LOT STRIPING TYP / / k \ \ \� \ �, , \ \ \ 3 < \,`, / ' TYP \ . . ♦ . , • ( _ - \ -1, I / / / / �, \ .. �'1.1. \� \ \ \ < >�Lp �0. %Q ,.: FOR PARKING SPACES is \ \ I / / \ \ \ �, \\ \ \1. 18 - . _ - - VDOT STD. - , 1 1 / / 1 1 . . . \ \ \ ` < < / c �' .... , % .. . , N N ♦1 / \ \., . \ A \ , �'` .. STOP :...1. CG -9 - _ DIV o I 11 \ \ \ % \ \ � -. 1.< PHA. , A � - I , \ < '<\ \ F c' / / / / ,' / \ \ \ ` \ \ \ .. \. \ \ \ z L< • < , ' /�D , ./ i 4 'TALL .. • ' ORA 4 - FE'll 1. t ' .,� - - - - \ i i I J f f � / / \ , \ , \ \ \ \ '` i s ;./ / _ / _ - x' R k' VDOT STD. � I I / / , .... \1. ----- l / / / ' \ \ \ \ \ \ l \ << \ .. 1.\ \ \ - r , ! :1. _ 1X CG -2 _- -- - ' - -- --- , % I f / 11 i / / / / 13' VDOT SIDEWALK AND\ ' . \ \ \ \ \ \ ',, � Y . Sj x.229 -_ G' - , , _ - �� f , / ! / / MAINTENANCE EASEMENT \ \.: \ \; \ \ \ < < . / / \ f \ \ \ \ \ \, / • ' " ' . VDOT STD. CG -11 \ / f r \ / , / \ \ \ , \ \ \ " ,. \ 4\�\ \ \ \ \ \ k' / �1 " "3�i.. ; . CONCRETE ENTRANCE _. - \ .... - - �$� \ / t11 \ , ... ;\ - _6 '� - -- _ VARIABLE wioTH \ , f I / / / \ \ \ \ \ \ \ .` \ \ CG -12 \ ' \ / __ 4 \ __ o,.. ACCESS EASEMENT - __ - - , L9 rl- / / 1 , , \ , <. , ,.... ° 1 , \ \ \ \ ./ • : -- -- -- _- -_ .. \ • s>. _ _ -6$F� f / / - -_ - M \ TYP STOP _ - / , / EXISTING R/IM \ \ \ <` . \ ( ) \ \ \ \ \ / . :. _. - - - - - �' E WA (TYP - *.. SID \ � i \ ' . I ... I I - 11 - - --- - - __ - - - I I I i ( \ Ii. z / I \ , \ , , \\t . -o .6. \ \ , . � M � __ - VARIABLE WIDTH - _ . \ �_ - y . _ \ ; �- OM1 / SKIT DISTANCE \ \ \ \. : \ .. x f /' EASEMENT \ - - 14� - ` ` - .��. d- / \ \ , , \ \ < \ \\`, i0 %'. \ ''..' / -- -.. _ .\. - - -RIGHT-OF-WAY (TYP� \ / f ; i \ M / 61� \ \, \ ', \ `, \ \ \ " 01t\ �� /- \ .\..\ �a • / , - , _. �� - _ - - - - -\_ - �' - f ' � \ \ \ I ( I ` \ _ ... \ , , . \.. .. ... \r - , \ \ \.' ': '.\ , , PHASE _ \ , \ I / \ \ \ \ \ •10 \� . ... ��..,. \1.... , :.. 8 VARIABLE WIDTH - \ -- - I / , \ \ \ L :.\ . \.' �.. �. / / - - - -- - SIGHT DISTANCE - - _ \ ; f \ ,� f f / ��z , \ \ \ \` \ \\."<,\ ,... 9.'` \ �..' / / -699 - - EASEMENT c f i\ \ \ \ \ _ NO - - - _ _ - - / - _-��~ --- f � \ \ ' ( \\ - w _ -_ - -- -- I.. \ - W / _ '� l \ \ \ \[ ,\ \\�. \ \ \ SIGN/ R/W / _. __ _ - - � - 6 \ ( \ \ \ \ �+ - -- \ ,• -. .... _.. -- 1. \ \ ` .. _ .. \ \ \ \ \ \CG -12 / SPEED LUT .- _ -- -- -- - \ _ i 1 / \ \ \ \ ` _ - __ ''� �y/y� - - - / r _ r/ \\ \ \ \ \ \ \"2' \ '\�` �p�+ \ ` 1 \ 1 SIGN / ' \ \ / \ , �� s \ \ \ Y-_- _' � \\\r\\.<<. .... \ _-��� - -- I. , , , , -- -- - � z / / / \ \ \ \ \ \ .\ / . . \<` '\ \ \ J I f/ ' / ' _. - _ .'..- - .�19.. \ �` �t,\ \ \ \ \ \ � - -0-1 \ % -- -' - 0-4 /�-1 > \ \ \ , f z / / f , -1. I . ►��\ SP�EyED LIMIT \ \ \ _ - En - __ __ - / ' / / \\ \ \\\\ < \�, , \ \ \ \ /1 fl / / / i �(� y .\ \ \'\ ..• G. \ SIGN \ \\ \ ` \ \, 40I -- - - -- - 4 -�1. \ \ _ w L9 / / / \ \ / / t / / ..... STREET \ � - / _ - _..- - - _ ._..._ - - _ / \ \ \. \.. \.' \ \ ,' �Y t SIGN ��cE \ t / \ / _ , _ 1. . �o / --- - .- -- . / ......... / - - / '-\ / \ .. \" - 700- ) z 9 ,. , .. \\ / t f / / i \/ / - A.- - .. . . /� / ) � M06K 2 - - - - -_ �_ 1� � - / / / I \ ��. A .. . I. . . . . \-< ,\ \ / / / / \ ..�.. /..-' ... / � / `b i i � / � w U \, / / / ,-1-11 /- \\ <\ :�, � ,lob s oP / ,' / /- / /' - � / / �� \ \"; ,\1. \;"'" \ / / I AGN ; , 1....':.'. '/ P� / / - / _: - / - _ - - - - - _ / I/ \ \ lli � �;' . . . . � . . . , . . -- / / / -_ I 1-1 . ... I z , Q I I � � - _Iq� -- - - - - " '_� - - ul J___"� / / x . 41 , N . . I . . . I I I \ " " \ - 7 0 +___ 'I- __� 11 � , , I �. ", 11 N, � __1 - .1. .. __ .' ____ �) _- - (A ' ' z _ - __ // /' / L\ \ \ < / / y - SOC, / / _ /� / / -- -- - - -- - - _ -. - _ O I .\ \ \ \ �, �_ -1711- ,,,, j F --R / ' / c - _ / wQ ' r \ \ - ,rod / . _ - �, - / / *� _. _. 11 f / \ \ \ \'\ \ \ - _ i / / \ \ \ ' \ \ I \ .. \ <`� - " _, < / -�QF�- j / _� _ -- - --- --- -- _ T rv,a z �g� / t \ `. / , \ \.. \ - / _ / CURVE TABLE - /LINE TABLE r�.11 � \ \ \ \4` . \\ `\�\• \\ 1�i ' 1 \' - / <, � r, = A' o�� �. / _ -- _ _ I\ TSO'\- -- _.- _. ' - -_ \ �■■■ I r CURVE LENGTH RADIUS C1J0RB$E MN& CMORU C1 104.83' .00' N74018'S5.58"E 104.34' C2 132.58' 524.50' N87.47q01.84"E 70.30' C3 140.3r 312.00' N76' .64'E •- 438. C4 I 2.33. I w I 180.1m -i- 1482'4530.96"E 217.33' C5 I 75.7P -1 1047.45' S43'28'00.58"E 75.73' C8 38' 300.00' S36.00'48.3T'E _ L w.2r--... LE BEARING LE TH 1 - 06.00' 0 Jr30 ►- 0 34.45"E 132.58' L4 I N5A•18'20.36"E I 171.75' L5 S41.23'42.45"E 110.88'/ °: ���'Aw 10 w M E • G'. Ill #A H�' • v ,y /y_� wl a - ;'w�Z�I'`'' a m'!*wp , I � �, r � Z :5CL W H F- O J J Q 0 CL M Y U O J m J 9 J f C c ! •4 AK II E f c 2 ii c Z < 0 L s c 5 i c Z z E c c c c t k c c s 0 / w 0) 0 a 3 CL c 0 3 u n L 0 OL W F_4) U 3 J..4 -0 V / O L_ a Va E 'c c z w w w z 0 z w V) z J 0 U 0 L_ 0 Q 0 L_ 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m 0 f 0 ►- 0 h _ c ui 3 U L iA 0 ' 706 NO. 0 02'006 0 0 SCALF ° 1 "=30' 0 1 toc 0 SHEET NO. a S-1 N m NOTES: 1. THERE ARE NO TO CITICAL SLOPES FOR THIS PROJEC. 6-50 A\ x 0 IMPACTS 2. THERE ARE NO RETAINING WALLS PROPOSED FOR THIS PROJECT.T 0. 3. THE PROPOSED DEVELOPMENT IS OUTSIDE THE 100 YEAR MATNE FLOODPLAIN. GZ Ttl \ ®. o \M7i �w . SEE E SEE TH 65,4 \ N, SCOTT R. COLLI 0i 7 w \ I NOTE: ABANDONED SANITARY SEWER MANHOLES TO BE 0 1.." (j7, IA NN CUT OFF 2' BELOW SURFACE. ABANDONED SANITARY \ \ \ \ \ \\ \ �\ \\ \ \,� \ \ ` - / / - J SEVER PIPES AND MANHOLES TO BE FILLED NTH FLOWABLE FILL. A PLUG IS TO BE PLACED AT \06, v DOWNSTREAM INVERT WHERE THE, EXISTING/ PIPE NNN TIES -INTO MANHOLE-1713- LICKINGHOLE-11-112 LAC. 0. 035791 A 00 C:) 0\ �i&_tOCD NAL (u ENERGY DISSIPATER OUTFALL 662 VDOT SM. CLASS I L-20'. VI -12'. D-2 RIPRAP OUTFALL 664 N L-20% W-20% D-2' EXISTING SANITARY EXISTING SANITARY - W/ GEO-TEXTILE UNDERLAYMENT\ SEWER EASEMENT +1 N, I RIPRAP SEWER 666 0 AT "N CLASS 12* CLASS 52 iso \\ L -20,D -2.W-12 D.I. WATERLINE -1-13 \W/ GEO-TEXTILE FABIR11C Llb(INGHOLE vo 668 \ NN, do& 06 (6 %K NOTE: PROPOSED SLOPES STEEPER THAN 3:1 SHALL HAVE A z -GRASSED. LOW MAINTENANCE GROUND COVER, NON T- MH -1- z 1: +> N, PROPOSED- 0 _j :3 STREAM x 0 EXISTING S uj A ,,MH GU AIL 0 0 u BUFFER uj XT U) Mo 0 Lu m 0 A Z _juQi 42m TEMPORARY, 0 LLJ zw CONCRETE J Z CC a! _j Air ru Uj LU 11 - Ix (A .. L-22'. S-0.5% A (A Jj VDOT SM. ES -1 INV. IN 673.05 AM H Eu INV. OUT -67Z9\\ . v\ / ..� `\ �" N,v 'N'-, ROA 54! -FVW 14+00 ui - ------ 4-- 15+00 EXISTING SWM FACILITY (u 'N Cd 1-1 1 / . - _ A7_7\ a_ 4 Q) +> /0000 A rn V J! % CD -2- - /000, N, 'PROPOSED 8m 00 Go 00 00 J/ a C�l �,D A I \ I C:> DRAIN SYS C> SAN. T INGHt C) H F 00 OF C$ A. POOL ll2wX6w TEE 12" BAST LICKINGHOLE-11-115. � - \ \ DECK' 3.5 NOTE: STORM STRUCTURE 4 6n G.V. IX, (TYP) 6> C:) SHALL BE PLUGGED UNTIL SUCH C) oj C3 TIME AS THE UPLAND AREA IS -FIRE0 ANT __r- J_ STABILIZED AND THE HYDRANT �\ _:'i " \ . , -1 - 1 1. 1 "I LA v `N, ABANDON 00STIN as� TEMPORARY PIPE IS REMOVED. 0 SANITARY SEWER I u .2" METER AND V L9 rl�_ Q) N I _j _j_ _jr I _j __j il'i F I r- BACK PREVENTER1 0) v A ##A* ej I I ill,: F j CL PROPOSE[ 0%� J F I j j ? I �f - - - -1 z TING C,4 MANHOLE OVER E)aSTlNG j ,j 1 5 0A• ,SANITARY SEWER _j j .�j u 11UTY f 0 J, J --j a ♦ qo . 11 . ' �, I EASEMENT CD -1 (p /A' r j -j-, J -j f 7�1 L F, A No 00 16+ 0 l000l!_ a,\ 5 00 m C14 L.0 WATERLINE0% CONNECTION TO UPPER BALLARD FIELD vo F - x > t--4 z 06 CD -2- -Z LLI C r% 4 WL4 z a. CZ • ED 'EXISTING UPPER J BALLARD FIELD N 0 22.5* BEND uZ NN, (10 12" WATERLINE N, • 684 > ®® PROPOSED 12m C) D.I. WATERLINE 22.5* BEND 0- 0 INSTALL WA 3.5' Z_ Z V C OFF PROPOSED L9 00 0. SIDEWALK AL PROPOSED R/W -s 0 • jo ox C 1 0 u FIRE HYDRANT 12X6TEE "8 N 94 CL z REMOVE EXISTING 12 G.V. IN, 6 12" CLASS 52 0 QL -PLUG AND TIE-IN :3� D.I. WATERLINE r z 'M EXISTING UPPER BALLARD♦ 6" G.V. 4) PROPOSED 12" WATERLINE 0 FIRE HcrR 9.6� 12*X6n TEE u \ - 69Y 0 FIELD 12" WATERLINE 10 x 692 N, NNNI N E 0 V tn 90* BEND o -0 -r- \ , % C- MH -3A (b 694 12m G.V. x V V �b LLj x con u) IA -696 MH -6- TIE-IN ROAD z j A 12 X8* TEE( TO PROPOSED C) F-4 "N A \PROPOSED 2-12" G.V. BROOKLEY DRIVE En INN, (40 1 (A K C 8" G.V. _3 \A .0 05 12" WATERLINE PROPOSED 12" ;p 0 , " \ 1p PROPOSED DRAINAGE EASEME Ll#&T NT % D.I. WATERLINE A olo�\\ \1 A N, A ON A rl % Q) N\ (o90 NN A oo\" ell A 'N GRAPHIC SCALE Pipe No. Size (inches) Max Depth (fast) Easement Width PteqL*W (INA) Easement Width Provided (bet) 1 42 3.97 13.4 20 3 42 6.10 17.7 20 5 42 5.12 15.7 20 68 24 3.85 11.7 20 7 42 4.06 13.7 20 9 42 5.01 15.5 20 11 42 4.79 15.1 20 13 36 6.04 17.1 20 15 36 11.49 28.0 28 17 36 10.92 26.8 27 19 36 13.17 31.3 32 26 24 5.28 14.6 20 28 Is 4.86 13.3 20 34 15 5.33 13.9 20 36 is 4.87 13.0 1 20 INSTALL WAS CID C OFF E/P 7 4_ C) (A 00 x 11.25* BEND lb i V V u 14 8" PLUG- b tu E U) Al Joe NO. 02006 0 \ItO 30 0 15 30 6Q/20 0 1 0 NN SEE THI 9 4 1 =30' \\ \ \\ \\\V \ lisr FEET A M F+- 4 SHEET NO. 1 inch 30, ft. 0 120 PLUG S-2 NN\ 41- FRAME & COVER (SEE FIG. S-1-D.E) SLOPED AREA •--*" STREET SURFACE OR NON -PAVED AREA V -p" MAX "WEDG—LOK" TYP£ RUBBER COATED STEEL. STEPS OR APPROVED �_ MAIN EQUAL CAST IN PLAN ♦ 1..I • � , PRECAST REINFORCED { CONCRETE SEC110"S t •o" RING SEALS • I�w �►x MINIMUM ELEVATION r DIFFERENCE ACROSS M.H. 5" -+1 Rare W_. . FROM INLET TO OUTLET v SHALL BE 0.20 FEET- OEPTH OF FLOWTE FILLETS ! VARIES CHANNEL TO BE � " 3/4 DIAIE'TER OF COMTfmR" NG SEWeRR. A FILLE70 INVERT A SM00 ' ' �I' 12• TION OF FLOW 6ETWX KET At OUTLET PIPE SHALL 9E YIN. 6" BEDDING NOTE : W/ NO. 613 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MIN11" AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE 00 OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE—IN NTS FIG. S -I --A A111=0 BOLES'. IRANWIMM PAtW POESTAI.E ETC. 8I4101LL IWf ME 1AIDATED WWNM THE MW W VNY, V WATER SEM LWATKIII OF 0TW2 U L2TE: 46112. ELOCTOC. TE3 EP 0W., CASi,E,. E7C.> E/1BETIEMT wrMa v T oR ae_r - w �m m SW MW S. Pf#AfIIIIrII Its 3EP ATM II• MATER a XEVER LrIKL UILITZ3 C11111U 4 A VAMM 0 >EVO EASEMM SHOMP E AT W TO 7W RKWT OF MAY. UTILITY LOCATIONS & EASEMENT WIDTHS I GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL MTIAL BACKFILL BEDDING a STOW ' STABLE SOIL ROCK • SCRAPE THE BOTTOM Of 1HE TROOCN. FWAIOVE ALL STONES TO INSURE THE PPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOK OR PROMOS A 4" BEDOMG OF #" smw. FOUNDATION IN P4)W SOIL UNDER—CUT CONDITION UWTA SOK INITIAL BACKnu row STABLE SOIL OR OBS STONE NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. Z. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.71HE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL. BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT MI ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING -- NIS % W-2 ELEVATNON PANT ALL SEM WIN2 COATS OF 11"U DWS PAIR I I A-1 cENORAL MOTES , t To fj :. a 4' ST 1 wrNR Ai 2'y rRlass TTAMRif OM Aar CARR w w i PIAN VIEW► R1'18cia°�`rrA�R S Maa" RaAMIAY aim a now A w n1RNac aR1w �1%ii l�bi°A ilw1T. Efflau1st & I .M. WISTAICf •a[ Owl WIN A 11MMOM 011M. ECTION A - A ALLOWAIILE WIRAM ORAE QW10ES No Iwwvmm%"1 >< 1 3311 _imimwe 1 rix 0s 2'•r -- - rix ECTRDN C -C R RAM om 9. Vs M WW 19 RMW 40 OW 0 FLJIW Lii■ �s iRwlia. 'M s eAR M Dula[. 4• T 0. {.sy�0MRANK w s .4TJIRD ci ;�l 6" LM rwMM wwwlllw w vowwwwr" o 1 I simm RMrwIM s IIMI/.R om R PAFM 5 941146amR 00 0.,1 O�j • r. r ♦ }# PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MATH PART V. SECTION G OF THESE SPECIFICATIONS. �f SCOTT R COLLINS� $ ` U Lie. o. 035791 •EXISTING SANITARY +I SET DOGHOUSE BASE 2'O oAll ryNWCONCRETE p�BLOCKS � �IYs�Ew1ER / PIPE �p��/ , a DOGHOUSE OPENING SHALL �• ,N. • . • •!• •.• 1111... 12• CLEA AMM 2' V BE PWORIO BY • : ; • BETWEEN EASIM PIPE _�<Z - MANUFACUREROR ND TTASTONE BEDDING sjONAL _ .._ - �. NOTE' HYDRANT MUST BE KENNEDY GUAR" (K -81A) EQIAPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VI LE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MN 2' TO IV (2701 7 CU. FT. a- ALVE GRAVEL .. :.. .... 6- (TATE _• • •�. . •� , VALVE ��' �•• 8'X6' TEE 2300 P.S.L. CONCRETE ; BASE AND THRUST BLACK AGAINST { '� UNDISYLWA D STABLE SOL' STEEL PILE AIN WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS MIN ALL MJSTALLATK>IO tiS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/42' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE: IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 1. SURROUND WEEP HOLES Wl7H GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( NCIAIDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOL 4. THE GATE VALVE IS ALLOWED N SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 3 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE NEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG• W-4 Etfictim hWat 18. 2006 NOTES: L TNT A01 M f R Nw0/iT 0 CAR N AIMIL i `1012WR As I GATT N A►ACL R ALLArM1: MR TA wz CF � 1 �A OObBNATION 6" cm it GUTTER MMMM RMMRIIRR R /MrwwTAfft A � Arws. r I.BGNE RAL NOT GJ* mmwhvaw M fi" 2'w sM: �M��P�y' II�1 �I�''III�'""� �LI�r• x�PA M.L SINEW HIS. rrw 1RUIRWor N" NT �M � �MIi IS W2' IX OMNI TYPE C rANeAL.LroL &N''F AIR �" II Illislwl Mi r i r11sao as 0 0 0 0 0 0 0 0 0 0 0000000*000000 00a 000a00�,00 Goo 0t840e00Hx(►o0O0►000000 00a 0a0000 TftV�r 'OE1'ETw1 HIIIIIIIIIII CG -1.2 DETECTABLE WARNING SURFACE 'A° MIMM"GENERAL NOTES F IYf_� Lu M M N �■�• tet' (ii Z 1 N w0 01 a- N N w W F— H V) � O J I� w Q' 0 o 0 o z 3 O M � a 0 U w 0 O c Mani 0 ca >r' w z J z O H W Cn z k a� ' w ~ ° .. O O- s W X M U d O O 40)a SS AT a t7u v° >4 JOIB NO. � 0 02006 0 SCALE ° NO SCALE Q 4, TYPICAL MANHOLE FRAME R2' C OVFR o NTS r SHEET NO. a Lrtaft"s , t is. me FIG .S -1-D S-4 h W-4 •d) INR ♦ 1..I • � , r -+1 Rare W_. v R RAM om 9. Vs M WW 19 RMW 40 OW 0 FLJIW Lii■ �s iRwlia. 'M s eAR M Dula[. 4• T 0. {.sy�0MRANK w s .4TJIRD ci ;�l 6" LM rwMM wwwlllw w vowwwwr" o 1 I simm RMrwIM s IIMI/.R om R PAFM 5 941146amR 00 0.,1 O�j • r. r ♦ }# PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE MATH PART V. SECTION G OF THESE SPECIFICATIONS. �f SCOTT R COLLINS� $ ` U Lie. o. 035791 •EXISTING SANITARY +I SET DOGHOUSE BASE 2'O oAll ryNWCONCRETE p�BLOCKS � �IYs�Ew1ER / PIPE �p��/ , a DOGHOUSE OPENING SHALL �• ,N. • . • •!• •.• 1111... 12• CLEA AMM 2' V BE PWORIO BY • : ; • BETWEEN EASIM PIPE _�<Z - MANUFACUREROR ND TTASTONE BEDDING sjONAL _ .._ - �. NOTE' HYDRANT MUST BE KENNEDY GUAR" (K -81A) EQIAPPED WITH CHARLOTTES - MUELLER CENTURION (A-423) VI LE THREADS WHICH IS QOR APPROVED EQUAL THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MN 2' TO IV (2701 7 CU. FT. a- ALVE GRAVEL .. :.. .... 6- (TATE _• • •�. . •� , VALVE ��' �•• 8'X6' TEE 2300 P.S.L. CONCRETE ; BASE AND THRUST BLACK AGAINST { '� UNDISYLWA D STABLE SOL' STEEL PILE AIN WHEN THE SOIL IS DISTURBED OR WHEN MAIN THREADED RODS MIN ALL MJSTALLATK>IO tiS. A HYDRANT IS LOCATED IN A FILL. ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/42' OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE: IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT 1. SURROUND WEEP HOLES Wl7H GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( NCIAIDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOL 4. THE GATE VALVE IS ALLOWED N SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 3 FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE NEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG• W-4 Etfictim hWat 18. 2006 NOTES: L TNT A01 M f R Nw0/iT 0 CAR N AIMIL i `1012WR As I GATT N A►ACL R ALLArM1: MR TA wz CF � 1 �A OObBNATION 6" cm it GUTTER MMMM RMMRIIRR R /MrwwTAfft A � Arws. r I.BGNE RAL NOT GJ* mmwhvaw M fi" 2'w sM: �M��P�y' II�1 �I�''III�'""� �LI�r• x�PA M.L SINEW HIS. rrw 1RUIRWor N" NT �M � �MIi IS W2' IX OMNI TYPE C rANeAL.LroL &N''F AIR �" II Illislwl Mi r i r11sao as 0 0 0 0 0 0 0 0 0 0 0000000*000000 00a 000a00�,00 Goo 0t840e00Hx(►o0O0►000000 00a 0a0000 TftV�r 'OE1'ETw1 HIIIIIIIIIII CG -1.2 DETECTABLE WARNING SURFACE 'A° MIMM"GENERAL NOTES F IYf_� Lu M M N �■�• tet' (ii Z 1 N w0 01 a- N N w W F— H V) � O J I� w Q' 0 o 0 o z 3 O M � a 0 U w 0 O c Mani 0 ca >r' w z J z O H W Cn z k a� ' w ~ ° .. O O- s W X M U d O O 40)a SS AT a t7u v° >4 JOIB NO. � 0 02006 0 SCALE ° NO SCALE Q 4, TYPICAL MANHOLE FRAME R2' C OVFR o NTS r SHEET NO. a Lrtaft"s , t is. me FIG .S -1-D S-4 h W-4 •d) 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q PVI STA: 14+00 PVI STA: 16+69.82 W U PVI ELEV: 685. 9 PVI ELEV: 683.19 PVI ST 1A 50 00 PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 A.D.:I.00X NONE MOORE MENEM A.D.: 4.678 PVI ELEV: 693.456 - PLUGJ c� K: 50.00 OO K: 37.51 A.D.: —1.67 (� F VC LENGTH: 50.00' VC LENGTH: 175.00' K: 29.98 Z v L LP STA: 14+25. Z 1-4 LP STA:16+19.84 VC LENGTH: 50. ' c(o 0 LP ELEV.- 4 LP ELEV:683.87 HP STA: 19+75. BEND - PROPOSEDJ _ Cie HP ELEV. 693. 6 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 IP,36"RCP PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 h NONE MOORE MENEM 141]11 tb ao - PLUGJ I HP ELEV:683.53 OO J (� U Z v L *LOUN Z 1-4 OC � W y No mompim momm- c(o 0 STA 20+40 I 90' BEND - PROPOSEDJ _ Cie PROPOSED Q G W (6(6c6ri (occoo m ri 187.68 11-1 LF a i 12" G.V. s 22.5' BEND z zFu z O 0.47X OEM INSULATION TO BE 675 EMMELINE c 04.42 LF—F)- PAA A m1h, PR0\1M AT 7HS CROSSING ON WA --- - z z O 0.56X >Z 672 ? z > � r-� 00 co O7f . M O 00 C � M . 04 0 . 0 r � � v � 0) � � � � M 0�0 000 ONO t0 0Uj CIS t 000 00 00 c0 00 000 r QO 00 000 00 000 ^ rn 00 O) rn m O) rn M rn to W c0 c0 t0 c0 c0 0 cp to t0 c0 co c0 cD c0 to c0 to c0 t0 co co c0 co c0 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 Big LOCATION OF ELI kill No NE-pddd'l'. oplip 0 0 I WATER METER -a :o: di 685 1.1 .:f 12"X8" TEE 2-12" G.V. 1-8" G.V. 1 0 z Q E LAREMONT LANE o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 IP,36"RCP PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 h 141]11 tb ao - PLUGJ HP ELEV:683.53 OO J (� U Z v L *LOUN Z 1-4 OC � W y *36"RCP c(o 0 STA 20+40 l� C 90' BEND - PROPOSEDJ _ Cie PROPOSED Q G W (6(6c6ri (occoo m ri 187.68 11-1 LF a i 12" G.V. s 22.5' BEND z zFu z O 0.47X 675 c 04.42 LF—F)- z z - - z z O 0.56X >Z 672 ? z > � r-� 00 co O7f . M O 00 C � M . 04 0 . 0 r � � v � 0) � � � � M 0�0 000 ONO t0 0Uj CIS t 000 00 00 c0 00 000 r QO 00 000 00 000 ^ rn 00 O) rn m O) rn M rn to W c0 c0 t0 c0 c0 0 cp to t0 c0 co c0 cD c0 to c0 to c0 t0 co co c0 co c0 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 E LAREMONT LANE 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MARLBECK D 14+00 14+50 15+00 15+50 16+00 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"=50' VERTICAL SCALE 5 0 5 10 FEET SCALE: 1"=5' o PVI STA:11+20.37 W U } < + c PVI ELEV:680.17 A.D.: 3.22X K: 31.08 VC LENGTH: 100.00' LP STA:11 +32.58 LP ELEV. 680.55 PVI STA: 1,++25.00 PVI ELEV.- 683.876 A.D.:—2.867pL K: 34.97 VC LENGTH:100.00' HP STA: 14+17.53 uj �� HP ELEV:683.53 OO 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 MARLBECK D 14+00 14+50 15+00 15+50 16+00 HORIZONTAL SCALE 50 0 50 100 FEET SCALE: 1"=50' VERTICAL SCALE 5 0 5 10 FEET SCALE: 1"=5' 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a o W U z + c z OD uj �� ' OO J (� U Z v L DC Z 1-4 OC � W y l� C Cie Q G W i a i s n c c 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a z aD OD C i 1-- -z Z C 308 NO. 02006 .o 0 v 1 "=50' v SHEET NO. a 9b�..�. _ - ' " -6-70- - \ \ _ - 1 1 1 \ m \ \\ \ / D.A. 8 _ _ 5 - - _ \ 1 I \ \ \ SCOTT OLLINSZ 0.03 AC. - ' \ t t t \ \ O ►-+ / , , � � ' -\� ..... \ ' ` •;\ \ / , / , / - \ \ �-- \ 1 I I I I \ 1 \ � V Lic. o. 035791,:b. / \75 Q T�6.0 min. r \ \, \ \ \ ,y. \ \ \ / / // / /� / I , ' ../ . - - _ •* \ , I r I r Ir It t \ \ \ \ Ng OVAL l D.A.6/ I /. 1. �' / "i 71 \ t I ( I l r \ \ \ \ 0.21 / ir- I \ \ ' /0000 O A \ ''�. - �. `� 1 <<,' � D.A. \ VA / LI 4qq :LE %.114 - \ / , .. - \ ; ! f - 1 / l_ \ :..'i: � •1 0.30 C _ \ A. o \ - \ t ' /0001 Cw 0.68 < !. - - , \ oC 8. min. T" c 6. f f �' \ D. / . 1b of \ / \ - < 0.25 AC. W 1 LICKINGHOLE-1 5 \ \.- �.. � i .. \ •� .%�_ •/ ;� Cw 0.88 OA ce / \ ` \ 1.29 AC. c \ , \ Cw=0.75 I W 01, \ \ 1�'' ♦ \ \ \ \ a {: D.A. 3 \ \ 0.17 AC. ' \ Cw=0.85 ,� �` \ \ .,\ \ \ \ <� , ./ , � . D.A. 12 \ �♦ '` .1 \ \ 1 1 0.16 AC. _ / \ \ \ \\`♦" Cw=0.90 \ S4: �.. �/� / \\ \\� \ \\<,. \\�♦.i. \\ \ `\ \\\�\;:�'�, / _ / fin•. \ ' :'... _ i... __- D.A. 29 o0 GO , � \ \ . \ \ \ \ ,. �/ � _ - - - - 0.25 AC. \ \ \ \ IQ _ c •\ Cw=0.70 o N N � . < < c / \ \ �. \ .:, :'1 \ \ ` ' ` •� ... , "� c� min. • D.A. 37 / // / \ \ \ \ \ �\ \ \:< ♦ \ `\� \ / , -._,\\ •\ - 0.04 AC. _,'' _ \ 6 s / / , / \ \\ \\ \ \ \ \ \ \ ,.\ \ \ \ \ \ \ \` \, k / / / _ _ _ ` _ \ _ _ Tc -6.0 min. _ - ' " ` �6cg \; \\�•. ."\ .. \ ,-__ ,-' ,_----- _� OIN .�. / /� - -_- _ D.A. 14 ---688, \ / / ✓/ _\ / �/ / \ \\ \ \ \\ \"�\ \�. /. \ \ v \ / a6" -- --- _ _ 0.10 AC. \ \ 1 �y �1� \ \ \ \ \\ \\ \~ <\\�? \ \ \\ ,° / '---6g�-�___--- - -_Tc=6.0 min. ---6 ` I , M o - - \ \ D.A. 27 V. -\.A 2.73 AC. / _ \ I r I �■ \ , / / _'F' ` \ \ \ \ \ \ \ \\ �\ \ •.' / V Tc=7.0 min. o VA uj \\ \ ', \ \\\\\\ \' `:�\\\♦. \ \ \ ` \ / / / /� / / /-------694'-- --------------- \ ,/ , 0 \ H / \ _ - - -- - ___------ - - --- / /�g > \ \ \ \ \ �<' ;\ \` ♦ . \\ \ \ \ \ I 1 , / ,' - f , � - - .. \ \ \ f g� / / \ • \ D.A. 16 \ \ \ I�wr y Q a \♦ \a.,` \ \ / , 6 �/ / �� 6, \ \ 0.04 AC. \ \ ` \ Ch J c p/ \ \ \ \ \ ; . �. <<,\ \\♦ \ \ \ \ \ / / Cw-0.75 \ \ \\ \ \ w W o <\ \\♦ \ \ ., ,. \ v , / r , / / \ 1 Tc -6.0 min. \ \ L9 E-4 J ,00 \ \ ., / .. ... ...\ 0 W _/ /-• /,- r i \.\\ \\'\�\// / // 708- - - - �l I 1 0 , 0 4) r Q V ` D.A. 18 .. / / / / / / I U M 0.03 AC. Cw=0.75 Tc -7.0 min. / /. / / / ' / / ' Ul \, ' LU {\� ° OL O O 00 / - W o tu ui GRAPHIC SCALE 30 / 0 15 30 60 i 120 _ " - ' \ , \ \\ \ �� `� ^ / / / / ' _ _ _ _ `- \ '� 306 No. y 02006 / / ( IN FEET) ' \ \'.\ SCALE 1 inch = 30 At -,, L 1/ O 1 N=30' '' / /' / ' \ %Nay \/ �/ i. i / // OO r / _ _ / / •°, O Q r _4 /\ _ / / SHEET NO. CL DP -1/ ✓ jam. ✓ / , r I ." a' ,\ / r\9"< r - V' NOTES: 1. ALL FILL MUST MEET 90% COMPACTION. 2. VDOT STANDARD IS -1 REQUIRED ON ALL INLETS WrrH THE EXCEPTION OF STR. 31 & STR. 33 10+00 10+50 11+00 11+50 12+00 12+0u 13+w I JtOV 1 Yrw i arar 1 �rw l:rr-av l vTw v -r . -r . -r-rw 1 alai cvlrw zvl-av c i 1rw & 1-rw u-rw utvvcAt i 9 STIR. Al 6 — OUT 700 I NENE 0 �� 0 orn c mmmm,mmm a `Dc"o �_j18 k9 � W WLOi- co MEN o Z z 10+00 10+5010+75 NEENEEN � c c N C Z OdP4 O N J � � o t� t9 co :o o toc° Z W o m C° W C� Q, t9 N Ix to s W ti - go nil 00 z - c rTt� W n V J W Lot -ca a n W o 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 H J 0_0 O 0 O 0� ° L O w� WON � v 3 v O x M Q n U a W O UU1 o 0 c a c w s v C/1 No Z w z n 0 EMIL (/) 940z z J J O w � w ° mmmmmmm o o-� n O 00 U X d ONE Q1 L a mi tu E N o 10 ONE 0 10. ON A I ■ 0. -ME 014 A O 07 55C4 GRADE ZT �° INSULATION TO BE �VF— � in PROPOSED XIA / 690 WA---x•m if WATERUNE AT T41 ION c4 PROPOSED GRADE • CROSSING � N tV 685PO w r 6 2 36- RCP 140.51 LF 36" RCP 187.68 LF O 0.50% 42" RCP 130.06 LF 36 - RCP 104.42 O 0.47X -71 68fl 2" RCP 11X8 O 0.49% O 0.56X—�-�771 71 -Tp - WATERLINE 42" RCP 211.36 LF .�7Z 5711. CROSSING 42" RCP 43.90 LF O 0.50%v zz-Z VDOT STD. O 0.50X /V/00, ES -1 4�» jW- 55.41 LF SL 1 REQ'D O 0.50X LO SL -1 REQ'D 1 5 N SL -1 REQ D 23.28 LF 0 ^ N 675 IL •RCP vi POND MISE Ln to in � oto v- C14 to ~ N N M ��� ^ CO CO A n n� �- Z c6 c6 r.—OD o O? 6 42" RCP 104.38 LF, 0 �, to'w' � N Z Z O .0,0 z N N z z 670 CLASS I RIPRAP O 0.54% M►fi i� '` t : q N q N f- z_ z_ D - - O Z > _ z �- z O - - N OUTFALL PROTECTION— N N r i. N i z �> > > zZ z >—o _ >z z loin z 0> > N L=20; Ws20; D=2 v,O ►-z z- z > > z z? - PROPOSED SANITARY z >� z INSTALL MATH FABRIC r- n > > >. z - SEWER CROSSING MH. 5-3 too UNDERLAYMENT >Z 665 0 o? ? � z - > z z� PROPOSED STORM CROSSING PROPOSED SANT ARY EXTENSION PIPE SEWER CROSSING MH. 8-9 660 658 0) W C9 C7 W Li 10+00 10+50 11+00 11+50 12+00 12+0u 13+w I JtOV 1 Yrw i arar 1 �rw l:rr-av l vTw v -r . -r . -r-rw 1 alai cvlrw zvl-av c i 1rw & 1-rw u-rw utvvcAt i 9 STIR. Al 6 — OUT IVA INV OU .50 665 9-010E- 56X FA WAA -------- - AP -!MEN m ENMGY DISSIPATER OUTFALL mmmmmm 685 75 70 .c t rn 0 vi N � N 0 —z z�Z M c0 u 24" RCP 28.23 LF 00.50% 1 "=50 1 I NENE 0 �� 0 orn c mmmm,mmm a `Dc"o �_j18 k9 � W WLOi- co MEN o Z z 10+00 10+5010+75 NEENEEN � c c N C Z OdP4 O N J � � o t� t9 co :o o toc° Z W o m C° W C� Q, t9 N Ix to s W ti - go nil 00 z - c rTt� W n V J W Lot -ca a n W o 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 H J 0_0 O 0 O 0� ° L O w� WON � v 3 v O x M Q n U a W O UU1 o 0 c a c w s v C/1 No Z w z n 0 EMIL (/) 940z z J J O w � w ° mmmmmmm o o-� n O 00 U X d ONE Q1 L a mi tu E N o 10 ONE 0 10. ON I ■ 0. -ME 685 75 70 .c t rn 0 vi N � N 0 —z z�Z M c0 u 24" RCP 28.23 LF 00.50% PIPE EXTENSION STR. 6 A - STR. 6 85 -��H 672 ggNN DZZZ 0»> >zZz SRI. ,Tdwlf�'111 M 15- RCP 79.96 LF 10+50 11+0011+25 STR. 10 - STIR. 35 10+00 10+50 11+00 11+5011+75 STIR. 29 - STIR. 10 Km •:• EXISTING GRA 1675 � in co WA' 24" RCP 28.25 LF 1 "=50 1 o°m' c c �� C orn c Q'v�i a `Dc"o �_j18 k9 � W WLOi- co o Z z 10+00 10+5010+75 i U � c c N C Z OdP4 O N J � � o t� t9 co :o o toc° Z W o m C° W C� Q, t9 N Ix to s W ti - go nil 00 z - c rTt� W n V J W Lot -ca a n W o 0+00 0+50 1+00 1+50 2+00 2+50 2+75 10+00 10+5010+75 PIPE EXTENSION STR. 6 A - STR. 6 85 -��H 672 ggNN DZZZ 0»> >zZz SRI. ,Tdwlf�'111 M 15- RCP 79.96 LF 10+50 11+0011+25 STR. 10 - STIR. 35 10+00 10+50 11+00 11+5011+75 STIR. 29 - STIR. 10 Km •:• EXISTING GRA 1675 � in co WA' 24" RCP 28.25 LF STIR. 27 - STIR. 12 8 672 66 6 6O � zz 0 I-- 0 1 "=50 1 a c c C c z a Izi �_j18 k9 O>zZz W WLOi- M o Z z 10+00 10+5010+75 STIR. 27 - STIR. 12 8 672 66 6 6O � zz 0 I-- 0 1 "=50 1 a c c C c z a Izi �_j18 k9 ■ W C M o - z i U � c c N C Z OdP4 O N J � � o it U)a Z a c N v C� Q, L n N Ix N N s - go nil 00 z - c rTt� W n V J a t Q) a n W o 0 L H J 0_0 O 0 O 0� ° L O w� WON � v 3 v O x M Q n U a W O UU1 o 0 c a c w s v C/1 Z w z n 0 EMIL (/) 940z z J J O w � w ° mmmmmmm o o-� n O 00 U X d 10+00 10+50 11+0011+25 STIR. 29 - STIR. 37 HORIZONTAL SCALE 50 O 50 100 FEET SCALE: 1"=50' VERTICAL SCALE 5 O 5 10 FEET SCALE: 1"=5' E T pF £ �f� Q r SCOTT . COLUNSt ,U Lic. o. 035791,a a ONAL S c Jill 11 1 c i 1 "=50 1 a c c C c z a Izi �_j18 k9 W C M o - z i U � c c N C Z OdP4 O N J � � o <J U)a Z a c N v C� Q, L n N Ix N N s - go W z - c rTt� W n V J a t Q) a n W o 0 L H J 0_0 O 0 O 0� ° L O w� C � v 3 v O x M Q n U a W O UU1 o 0 c a c w s v C/1 Z w z n Jill 11 1 c i z E 1 "=50 1 a c c C c z a L k9 C M o a e� o zM c c N ° M � o a a a c N v C� Q, ICL w N N s - go W n 0 z E JOB NO. 10 02006 1-20 N --- - o 1 "=50 1 a c c C c SHEET NO. a L k9 C M � o zM N ° M � o a a a c N v C� Q, ICL w N N W - go W n 0 c rTt� W n V J a t Q) F—Lu o 0 L H J 0_0 O 0 O 0� ° L O w� C � v 3 v O x M Q a L U a W O UU1 o 0 c a c w v C/1 Z w z W Z 0 L11 (/) 940z z J J O w � w ° o o-� n O 00 U X d Q1 L a tu E N o JOB NO. 10 02006 1-20 N --- - o 1 "=50 1 a C SHEET NO. a DP -2 L F- Table 6: Surro I,tI1t Table I- rasrE ameIN >tnMo AID aarEr aPIIeAo AID OFG f C .0.0 a MbnlmMky Y 4 ema,or t.r 0.6 wlr v Ona DRAINAGE DESCRIPTIONS issInew C6dcMle, n, is Q013 STR. PPE 16'ORW7TION 6.ET W�T� O SCOTT co S% ' 1 1Yit 6„6 Y9r �� NIST Q.. ' U Lic. o. 035791 .Z0. °c Q ; N OUT TYPE STATION lEMM ELEVATION i Q A16 OF1C 006 6 64.03 WOfB/D.6f.61-1 REOD qy� C 16 30 14.20 0.60% 67415 MA6 RCP3 i6 MOO C6! A aso-W 1eol.fD. a..a4, wE0o `•J'IONAL , 01 �j 17 7 27.7+ 0.60% 618.7 67521 RCP3 f 1 E M OI-� 06! 4 60..66 WOf 6T0. 16-1�ffi-+REOD s Table S: 53.46 Design rd. _� < 15 7 ,76.34 0.4% 306.1+ Wm RCP3 �- - d u DMofu 6 536.67 ,a,lxar6.IF1 1 1 t3 275 O O r . 0.i ; d r e 13 1 36 11592 0.60% 677.14 616.66 RCP3 12 1 D= C34 6 BBSN WOTSro.a-1--_r_-- n=0.026227 CNP n=0.013tr n=0.01 Pr TOPE i) .6 0.% o.M GAPS Om 0.00 052 0=0 04300 2A 0.0130 a.,06D 5m AAs Net I 0.71 0.06 0.140 0b6 0.00 am olow OA206 20 50130 4.16b 627 Om 11 p 127.19 0.50% 606.40 676.87 RCP3 740 $MAIO 2C eD cnflNwr lbw U nr 10 0175 066 8 601.4 WOT M.16-, pp M O.IN 0.N 0.07 0.14 0.00 571 Om,O OAM 20 0.0130 4.t S4 447 6m 9 42 7253 0.50% 676.71 676.36 RCP3 E 0.12 Om 0.106 O.p Om 0.p Om10 0.0700 3.0 OA130 1.+000 Im 0.n a MOB C04 6 58231 WOr67D.1&t ■f y ,e Q 6IR 12 2C 1A ow.Ww09=1 O.0. 0.140 7 p 211.35 0.60% 076.26 $74.19 RCM E a € f Yil 0.11 Om OAM 0.40 0.06 0.0 0.4010 0.02033 2.00.0tl0 4.1600 1m 0.73 6 017C 060 0 610.1/ 30O767D. bt � � � � � � X +� {y3. 0.f1 Om 0.120 0.N Om 0.N 0.8010 OA24 2D 0.0400 5.1506 711 Om 5 42 51.96 0.00% 674.00 673.67 RCP3 �' a i SM10 20 BA w1Wlr flow o,9 0m4 4 NIPS - 0 351.55 WOr9TD. 61 O l c w c i n 88 ZZ .n F® O.b OAIt 032 Om 632 OA010 OA200 2A GAIN 4.,600 0.h 0.76 3 N 104.7 0.60% 6n.57 67306 �3 {X.27112 A79Q4 p J 1 1� OM Om OA7 o.,1 0.00 6.15 0.6010 0.0100 2A OA.06 1.1600 1.% Om 2 1.40 - 0 670.96 ,OWSMAS-1 A76 18 11.30 0.75 8.476 $A75 10m Sm Nm %9.16 9M.N 1402 0.013 0.4080 36 7.60 0.31 STR6 2C u mn.lu9 now 0.5 0.167 1 42 ,en41 0.50% 672.95 On -2D RCP3 1s 76 0.03 0.75 0.023 0.406 1091 531 0.12 STOW 6766+ 27.7 0.013 0.0050 38 7.61 0.37 v/ YII OD7 076 0.063 071 0.00 021 0.0010 0.0200 20 0.0130 1.1900 576 0,14 M 14 044 0.75 0.030 6me 1037 530 0.16 670.11 87734 1755 0.013 0.0050 36 7m 0.75 Zjjj ala 0.70 0.IN O.p 0.00 OA3 00010 04703 2.0 0403 4.M90 7.p o.n SIRM 1C 6A n.43.. 7011ow 0-0 0.161 14 12 0.10 0.78 0.076 0,106 10.73 5.23 041 677." 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F ... - % faclor 1.0 (1.0,or0-91brsibs lnthe dwAk4xrowt areaswhen axis "knpwftncow Jsgrsdw Detained Arae than 20%) 1 - 0. i O 0 ti E z x 0 0 U) 'a i 5.70 i'& 21.80 I 1 2 Year 5.8 7.00 27.80 ullbrels analysis 10 Year I I 1 100 Yew I I I I I I U I 0.0 0.0 I I I I 0 0.0 - 0.0 - 10 YearI - 0 1 0.0 - 0.0 I - 100 Year I I fwft nwn I 9 fwft Vp - I 5 5 101100 upper 5.8 020 0.76 1 00% I 1177.1 W% 25W.0 21.7 50% I DOW V%%t Fbnd I Pond (4 x VCW) W% mnoW powded by porxi I Additional mr,oval pvAded by UckW#Kie Basin through the * knospAous am halos drAlopmert in d@oW*W wowth arm can be a minimum 20% f / / '. , I . - I ',-,I,-)- 1, \ I 11 I - �" I I I 11 a I !' / , , "', - .- ,-- - this is most O&M NOT the artka property, but the portion of the property within the utlect drainage am, or the drainage am to the bcft = 1111111-Aw - - \ \\ I ; -- I \ I I \ '\ � 1� -- -- - I I � J I I I "I 1, ' .. 11 � .... 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I I - �' i ' ' -�'4 - - - 1� - - � - . \ -- - I \ \ (� \ , \ " � ! 1 11 � � i I I � I \ IN \ % � DETENTION COMPLIANCE - Block 3 project area (acres) anedetwhod (acres) paracent capture - 5.8 5.8 100% (mv** equal lo kift of disturberim) (should be bolw am W% and 120%) - I I t .0110 Detained Arae (O 0C O 0 ti E z x 0 0 U) 'a 5.8 5.70 21.80 W*nW* 8"sb 1 2 Year 5.8 7.00 27.80 ullbrels analysis 10 Year I 5.8 10.00 38.00 ullimels analysis 1 100 Yew Un -detained Areas I I U I 0.0 0.0 I - 12 Year I 0 0.0 - 0.0 - 10 YearI - 0 1 0.0 - 0.0 I - 100 Year --- 1\ . I I \1 11 I � i / I / I . I � / ' I . I- i I I I 1, I I 11 I � , !: � \ /' '� I \ , ; i � .. '��' / / I , 11 IT I I � A ." - .1.. I � i. '� � -� . � - , . . I , , i / I \ � '/ ; I - - " - I \ . �. \ � I /' 1� 11\ \ I \'-, I 1; : !I 1, Ml� � , // " \ � I . , "I . N. \ , , I �! i 1; ;'� ' � 1\ m-"'U'll?'� ; . . I / \ , \ . i . I . , I 1. \ tl , , / ' � ,4* ' I� �' \ I \ 11 'I'' 1.41 1 / : 1, � . v " ': � 11 I" / � \ I 1 1i '! I / . / I La I I , \ � \ �\ I , i I I /I I I � / - I t - - � . ". / . . - . �' , " \ , \ I I ! ; I I --I / - -,--.. I I I \ - I . I ) , I ,// ; '. / , �. / ' I I I I -- i i " I / � . , I ; . Z/ / I \ , ! !4� - �/ 11 j'/ � III ! - , " " -, � , - I I I t I . I � � i I ! . I I I . I " I ') I 1! "/ ;' I ., - \ 1, . .... �. \\ � I I � , .\ �'�\ I � , . 11 /I' ' � , " i " � � lli� *�7� . - I I @� 1 , �. ; � .' , . - f '�t i ' . I . . i I \ I � I / p I I I I I . I , I ;� \ I I I I I 'I, I / - '. I I ')\,\ i . ,. �` I � I- , I " -, � �' " � I I . 11 ? I I ! ; / " � I I � ,I �11.1 ", 1> 6 \ I , .... ..... --- \� " 1 , % . \ \ . t .11 . I/ / ' III I I i; - . I / � I - i! , "i 4 '6M. , ) '( ,-,;- I .. � � I, " - t� �' . . ' / . - ' 1. . ( 11 .-" - " " .� � � \1 I " / �I '.I I /' /* ,- (' - ... I . !�l " , \ I --.--. i 1, - � �' '\ ." BLOCK *3 1 1 1 � A# i I ; � �1 : 11 I � - .... � I 11 % ,I , �' \\ \ % . I - \ I ; \,\ I . 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EJOSTM UPPER r LOC4770N OF PROPOSED STORM BALLARD FIELD I G . 'SEWER OUIFALLfNG INTO UPPER / / / ;lei / \ \ "").?rJ f h j` { (, \ < I I {`n�'E RETENnON BASIN II c BALLARD FfELD STORMWA7ER \ i,1lir M1' MANAGEMENT BASINII \0 __ \,: h r D.A. #4 f :' / 11 )r 8 1 AC - 6 ,I, /'4 all ' g :3h/-i1,1� � M� r �\. \ )'� s i \\ Y � / , � r � R \\\ , i ' //, � '11 �';''. �. ��\i I' n. �� , / ' l ,.d�r ` J�}�V 1 � »�1� /, _ .\., l.: i { I o { \ { 4, \' �y ry \ ----� ,�4{, '(I girl r%r ,I / ri/r r / � _1\ �i �� - ,r 0 1 . #S \\ �"w �.. �Fr f /\ / f!I / t� / A c'3 � �'..�;- / 100.9 AC.;,�' i' ;.) �• ! �A Yr r; �' 'iW ve/ r�r • l/ ,� r A � - i \\ {-----------�� 0 �'-��\ // li`,1 /, /i it r i r- '.i/isle 7,, 1t, 1 �!_ \✓, a''q'i ):I.:/ I j� vv A ' ,, fir/ v ri/r r. �l _ '•1' � ` '* �.�;;, f. �% '�%� '�, - .•'�. ��'_� bQ'��� v� � a V�� / v -----d 1 O v / ^ /:7/'t' ri7 � - I <T ✓,r /� �-� r/, ,vA \� F ' id�c3.;v SII ' �bZ �� I 0ive 4 ,P \\ / �\ % V" % / ��a ;: �f' � ,��� 1-f' /�`� � _ ,` oc,' 6� L" ,�'-•,..._�.a I q4t/31`rL <P)iw o, wOo� 0 0 "r4� Mpi v l O ~ / xn��v Wa(� °N\o °' �ws�r ��y�„ � ,,�,�. _r V`�, '.;• r @rx�,r 600 GRAPHIC SCALE / �� fl,' \,.! °oc o zoo wo coo 1eos \ \ , '"`�`8? `� eA` ') 4v? t�. a•; Il / _\ � ( IN FEET)„s�...c9iCi' 1 inch = 400 ftrJ+a \ f;: PRE -DEVELOPMENT 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland D.A. 01 D.A. a2 D.A. 03 D.A. d4 D.A. 06 parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% Ana(c.) 1275 1.30 3.03 36.10 100.90 1�I 7i E a.r.a Delalned Maas cw 0.30 0.30 0.30 0.30 0.30 151.80 53.35 2Yw To (min.) 16 16 16 20 45 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 02 1278 1.30 3.03 31.31 55.08 lorw U) 010 16.88 1.72 4.01 41. 76.75 ~ � � 0100 22.29 2.27 5.30 56.74 109.45 H J 3:o V x a OZ -0EVELOPMENT f� die F o W BLOCK 3A BLOCK 36. BLOCK 2 BLOCK 1 BLOCK 4 D.A.84 D.A.05 Y W oo U O Area so. 3.35 2.41 1.69 4.33 5.28 36.10 100. ON 0.80 0.70 0.78 0.86 0.78 -0 s0 0. To _(Min ) 5.5 6 6.5 5 7 12 41 w J�owX car 4S CZ 13.53 8.30 6.33 19. 19.31 107.15 56. 010 17.44 10.71 8.18 24.82 24.96 140. 76.7 0100 22.88 14.03 10.70 3253 32.64 181.77 109. Table 12: WaliQuaffyCompfar=table Wi QUALJTY COMPLIANCE - taches Dewlopaanl for Upper Belli rola Pored 11jr, am (acme) profeetena 522 (roughly**arab ads N (bYrbr ) (ahead be MWy ei to Write dclabddiv ) =g am upland 522 preera uplaes ri 100% parbent caplaaa 100% G_ (sherd be fp% or better) M f %shoe 1.0 , 1.0• or 0.9 for $Me in the developriewt ane vA1are cork phader then 20% 1 y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year i ural'rf,wis i E F E 3 farcy If ! 3 3 rarrarb . - .laps 1611 0.70 055 5e% 127e96e 50% ]6!61.0 1.1 Bete yerr Poral Vara Pond (I x WOV) 50% Mi pro dad by rad Additional ra n0nl plaided by UdraV)nde Broin th oull n the �IrnpeWoe area bslpre dralopmara in dosipaNed 9ms4h soca can be a mWmun 20% tits W most oars NOT the arelae property, but the portion of the property v4tlsn the subject drairaaps ane, r the daYn9e ane to the bi - sea Table 13 Note: WOV sh :ssi W 4 x Y10V Table 14: Dereii Complarme fable DETENTION COMPLIMM - la%mab 3" ler Upper Mallard Field Pond 11jr, am (acme) 153.1 (roughly**arab ads N (bYrbr ) area es, , I (saes) =g 153.1 O preera uplaes ri 100% (should be beWserl 80% NO 120%) G_ M i c c , `A y5� 0 1�I 7i E a.r.a Delalned Maas V o Z 19.1 63.29 151.80 53.35 2Yw 19.1I 115M 1 210IM 1 8603 j10Yw 19.11 205 01 1 30620 1 110.08 110DYN WLiu N Undelained Mae , W � 0 0.0 1 0.0Year 0 1 50.0 lorw U) 0 601 00 10GYw Lic. 1(o. 035791 6AVP'06� f c c c Z =g 0 c O ri V G_ M i c c , `A W 7A■■■■■■■■ F IIIIIIIk 0 r l i ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n ri V M i c c , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V S ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO c c c 0 c aN r n V M , Z`Lr� (N 0 aa� V M ) ' v I V o Z 9 W ° (V O) WLiu N W , W � am Z � Q o a U) z ~ � � W H ` S J c H J 3:o V x a OZ oc f� die F o W U Y W oo U O a Oa O o Z E a z W z __j as w aaaa� O M --L (� W `i' Q Z -p w J�owX car 4S W J o O O Y CD 00tri m U0 E N v ]06 rrD. u 02006 0 O 1-=100' F. .T47, �E SWM -3 I VO UPPER BALLARD FIELD POND - STORMWATER MANAGEMENT ANALYSIS ULTIMATE CONTRIBUTING IMPERVIOUS AREAS TO EXISTING RETENTION BASIN II ON UPPER BALLARD FIELD EXIST. AREA 1010.9 ac EXIST. Cw 030 PROPOSED AREA EXIS7WO Cw 0.30 1MPERWQUS AREA: (156.0-0.30) - 46.8 ac IMPERWOUS AREA: (100.9-0.30)+(55.1'17.80) - 84-44 x SUMMARY.' REMOVAL REQUIRED: 58X REMOVAL PROWDED: RETEIV710H 8AS1N 11 - SOX (REMAINDER OF REMOVAL RATE ACMEV£D 1F774 CONTRIBUTION TO PRO -RATA SHARE) WA7ER OUAUTY VOLUME REQUIRED: (5,660 cy • 4) - 2Z 640 cy WATER QUAUrY VaUME PRO WED* POND AREA O 672.6 - 16.7786 SO FT POND AREA O 668 = 136,192 SO FT (((16,7786 + 136,192)/2)'4.6)/27 - 25,554 CY 25,554 CY > 22,640 CY T)po_. YOotw Network Summary PPOe 1.01 Nano.... lbtrehea Fla--. L\L*W P a)= 2007\02000 -Old Tal\02002\Cala\37M PPW MASTER DESIGN STORK SUMMARY DaFadt Network Oedpn Storm Fla ID AbanaN Can Not Return Event Two OF D ----------------------------- Dev 2 h0 Cavo 2 YY Dov 10 I -D -F Qrve 10 Yr DWOO I -o -F Curve 100 Yr MASTER NETWOW SUMMARY Mod"Ied Roebnd Method Notwrk (M/odo-Outfak 4Modw4*W1-:) (711 HN: TnnaDorc Burk -Mono: L -Leff: R -Rt Ut-I.N&Rt) Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I Max Rakrn a- Sam oh, NYC W aP•0 y4 Max WSL POW storo pe Node D _-__-Type EiaN__ -o ft Trus -two look oh, R _ c r -R - - - EX AREA 70 POND AREA 2 &1637500 s 5126 1 .9. .. '• EX AREA TO Paw AREA 10 7.171 :7500 115,66 y d. EX AREA TO POND AREA 100 12.907 .7500 200.23 d •EX OUTFALL JCT 2 5.260 1.3100 20.11 t5 -EX OUTFALL JCT 10 7.625 1.2600 3735 U a y •. •Ex OUTFALL JCT 100 14.234 1.2400 71.17 E)GSTMO POND61 POND 2 6.165 .7500 8129 a DIS1610 POMM POND 10 6.6347500 11&86 osarr as ERSTNN O PONDPOND 100 1&180 :7500 200.23 0431IN6 PONDOUT POND 2 6.260 1.3100 Zan 673.86 5.076 EXISTING PONDOUT POND 10 7.626 1.2800 3235 474.23 4720 EXSIND PONDOUT POND 100 14.234 1.2400 71.17 67&1e 11.063 NEW AREA TO POND AREA 2 1.002 .2273 53.35 NEW AREA TO POFD AREA 10 1.3632373 66.03 NEW AREA TO POND AREA 100 2.272 .2373 110.05 Two- Mad Ratiald GraphPop. 104 Nana... Ex AREA TO POW Top: DMOO Event 100 )r Fl-.. L•\LOW Projects 2007\02000 -Old Trol\02W2\CPIs•\SIV PPW Stan-.. 100 M Tow DwAOO MOORED RATIONAL METHOD Grophloci S.1.rlary , Modru SaoOe --- 0 - CIA • Udts Cacwdaa Aim Conversion - 435W / (12 • 3600) • RETURN FAEOUDICY`. 100 )r I Almdb outlaw. 206.46 ah, • C Aajralrrherrt 1.000 • I Required cp -R DURATION - 0 frMa • P -k N9ow 20523 ah, • .HMC Flw DMOO 7 To- .7500 M 1 - 4.5000 NUM Ana - 131.120 Pace . 0 - 20&23 oh, Weighted C - .350 .. Adj otod C - .350 Required Storage • _____-- •O6Y an -R 1. PPP 0-206.46 eh, o (Nw.Q+tsw) O o NOT TO SCALE O I ----------------- 7044 _______ ________ 7564 hue T a �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr e C od1foofr.1.000 1 .4 a - I •' .. a- Sam oh, • A. .) y4 -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw • sd x x o e 0 - 65.62 oh, a.e1.t. s X 0 1 .9. .. '• a d Irate• •a a. Type... To Oda Pops 20.3 e .. y d. • •, y sty ° .e Z J . d . ,• d y q.. e. y d y. vii t5 O ue •. U a y •. L ° • ° •arX u an - Z •- ma. WL c -I a • oma. rias w W. . ,•y'nwr osarr as EXISTING POMP )IEIR 0rTAjZ ` (NOT TO SCALE) .• aavvera �� i --1D"- 6-t NO•n-� ry 11- b r ger! b M wrr M M X•n � 6heAr l«Mf � oI(ari � ysyaly - 1 i 10 < > br. Py M •1I r r«M! aN e•q-M e .®•-- •r hMI y.p�lY- r w >er rr r er•.e ... •• eea a m«u. m cA 6150 c EXISTING MAT CROSS SECTION (NOT M SCALE) T Name... EX AREA tM�W TOR Dov 2 P�102 Everlt 2 X FIN._- L N" W ProAPb 20D7\02D00-Old Trac\02052\Cd-\SIV Stam.- 2 Yr Tow Day 2 MODFIED RATON& METHW -- QWMW S mwnay far Mowk mm Required -4 1 9 ---- Method I 0 - CIA • U,,ft Oonvw*6m Where Cahversl- -43690 / (12 •3900) • RETAN FREMO CM 2 )rI I etAlewaWs Outlaw. SLN 0% • 'C Agalnwnt 1.000 t18N RWred SEaepa .042 arR • STM DURA 0 - 7P kK SSt�Or�9• • --------- Peak' I. 6126 ck • NYC Fla Day 2 DI TO- .7500 Two I - 1.6000 hAW Ana - 131.120 wase, . 0 -6121 aft N .0htsd C - .350 .. Adjustod C - -350 . l4--------Rwp+� 0 sOrwR 000 0-62.56 eh, e (Now.*ASow) 0 o NOT TO SCALE o---�-- o I .7564 hr* T T)pe_ Med Ralyorhd Graph Pop. 106 Nana._ NEW AREA N POND Taw D- 2 Ewlt 2 yr FM... L•\LWW Proj W 2007\02000-01d Tra6\07002\Cda\SIM 'PPO Stam_. 2 w Tow Dov 2 MODFaD RATIONAL METHOD -- 0>p Snwnay Fr Morrows PWW*vd Staapo ---- Molhod I 0 - CIA • Us c-mdan: WhW* Camera- - 43560 / (12 • 3665) • RETIM FRIUMO Y. 2 yr I N.++1. Outlaw 50.x2 ah, • (.+ Aaju.bn.lt�0 SAT 1 A@wA*dTe 91re91, - oo-R • • 1011 - e ler 9141 • Peat N9ew $136 eh, • JM Fla Dev 2 I - 16360 In/hr Area - 15900 Paas 0 - 53.39 oh, WeIghtod C - .770 . - Adjusted C - .770 Required .097 ce ca-ft 0 0 0 0 -60.02 o1a e (Mow.autlaw) ,• o O 0 �.. HOT 70 SCALE o - I .2415 hre T screw A1aso Type - To Cola Pap. 201 Man 41... EX AREA M POW Taw POST FM_. L• \L WW PM*U 2DO7\0�2000-(Nd Trc1\02002\CWoo\8'Rl PPw ,K OF COMEMMI CAMUM Senn -t N: Ta User Deikrcd Spnaht /I Thm .7500 M TOW Ta .7500 Two I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x o e 0 - 65.62 oh, � s X 0 1 X o NOT TO SCALE a w 08 Type... To Oda Pops 20.3 Noma,.. NEW AREA TO Paw TeR POST Z Fla.-. L'\LarW Projects 2007\02000 -Old 7HM\020M\Cda\SIM .PPw o vii t5 O � U a TIME OF CONC NTRAlM cit cuuia Z c -I a rWrl ----------------------------------------------------- ` .• aavvera ' Segrnont /I: Ta User D IT __-5opnwnt /1 TYna .2273 M �W�// Ir TOW Ta .2273 hn TXW... Moa. lattonai Graph 3,03 Nm _ EX AREA TO POW Tow Dov 10 Ennt 10 y FM.--. L• JrW Ro}ob 2007\02000 -std Tran\02052\�P-\S7Y 3'Pw Stam... Yr Tow Dov 10 MODIFIED RATIONAL METHOD ---- QaplaaM Sammy for MetY�rXln a6i Rowksd Storopo ---- 0 - CLA • Unft C-vrol r- Whore Conowd0n - 435W / (12 • 3600) • REIUN FIF(IIFJICCt: 10 )r I Alawasts 0~. 114.70 a% • 'C Adp.tm-t i.000 R.gTeut.d 5�'oa� DURA - .wee oP-R • SIORII for Ya.9taopc • Peat InNow: 11&e1 oh, • JM Flw Dow 10 E 1 - 25000 IMAW Am - 131.120 ares 0 - 115.61 oh, waghtsa C - .350 .. Adjusted C - .350 :t ----- Re"Wed�R •0 00 0-114.70 ch, o (Alo..Out9ow) o o NOT TO SCALE .7554 hhe T TW*_. Moa.RotNrhd Pop. 107 Name.... NEW MEA POND Ta¢ Dov 10 Ev-t 10 yr FN_ L:\LmW Projuets 2007\02000-01d Trd\02002\Cab\STY .PPw Storm- 10 w Tow Dov 10 YODFM NATIONAL METHOD --- QMMod simaay for Mmeorwn Requtca Storage --- MNhed I 0 - CIA • Unft 0-msira whra Oan w ole - 43560 / (12 • 3500) • RETURN FIEaUolcn 10 )r I • Outlaw 6582 ah, • 'C Adja4R-t 1.000 I Required Storage .006 aa -R • -------------------------------------------------------- • Peat N1ow 6503 ah, • .NYC Fla Dov 10 C Td - .2600 Urs I Rohm Fre¢ 10 yr fppro•. Duration for Max SUrope ______/ C od1foofr.1.000 1 To- .2273 hn I I - 4.7300 NUM I Ana - 18.900 oarw a- Sam oh, I WOW C - .770 .) 1 Adjreted C - .770 I -- .006 fi t I Td- .2500 M . 1 1 1 - 4.6000 InAw ,yI• XXX X XT XX XX%X X X XX 0-6&03 ah x x e 0 - 65.62 oh, X o jt (Now.Outlow) X 0 1 X o NOT TO SCALE 1 x % O 1 .2607 hra T General construction notes for Stormwater Management plans 1. 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 geotechnical engineer is to be present during construction of dams. 2. Pipe and riser joints are to be watertight within stormwater management facilities. 3. For temporary sediment traps or basins which are to be converted to permanent stormwater management facilities; conversion is not to take place until the site is stabilized, and permission has been obtained from the County erosion control inspector. T... Mo& Ratiorid Graph Nana._ NEW AREA TO POND TOR 0,400P Evsnal �100 yr Fora._ LV -W Proleate 2007\02000-01d Tral\02002\Ca-\sill .PPw Stam.-. 100 Yr Tow D AOO MOOFIED RATIONAL METHOD 0,30hipd Amnry for Mcr* n R10A Stamp �i iod 0 - CIA • UNts 0mvad-: wlaa C -malas - 435W / (12 • 3500) • RETURN FREQUENCr.. 100 )r I AlawahN Outlaw. 107.94 ah, • 'C Ad)w mart 1.000 1 Re4Ared Stowela145 ac -ft - ----------------------------------- • Pock a Now 110.09 oft ---------------- • IM Fla DWAOD C Td - .2900 two I Return Frew 100 yr Appr-• Duration for Mme Staape ------/ C odlAeota: 1.000 I Tc- .2273 hn 1 - 7.7720 NUM I Mss - 1&900 eaw 0 - 114.05 aft I 1lelglt.d C - .770 1 Aaya d C - .770 Required Staaps I -- -M ao-R I Td- .2600 hre I I 1 1 - 7.6000 in Aw X X X X x X 4X X X% X X% X x X X O- 110.06 of, X i X 0 0-107.94 eh, X o h (New.0ut9w) . X 0 1 X o NOT TO SCALE 1 X o I r .2544 hn T V � rn M ZIS N V n � /� M Z N WN N LU W ; V/ ZMEMO � a O w J J O Z x Q a W x cf) U H U W O ZrA 00 Z J 11. O P-4 0 J W w Ow J o O U , 00 V l� L ilx 305 NO. U Q902006 0 ^« ° SCALE N/A 0 v SHW NO. SWM -4 0 LEGEND GENERAL NOTES ALBEMARLE COUNTY NOTES DESCRIPTION OF EROSION & SEDIMENT . OWNER\DEVELOPER. MARCH MOUNTAIN PROPERTIES L L.C. GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. CONTROL MEASURES: TION BEIGHTS DEVELOPMENT CORPORAclo FOR EROSION CONTROL EIIMOSION AHtl aP+�FNr 0011 AGIIPEC EXISTING CULVERT MR. GAYLCN BEIGHTS ES -1: UNLESS OTHERWSE INDICATED, ALL VEGETA 77VE AND STRUCTURAL IT sAN7/CpATED TO USE ONSIRUC770N EN7RANCM EVERSION DIKES EXLS7WG O CULVERT 800 E. JEFFERSON STREET o EROSION AND SEDIMENT CONTROL PRACTICES WLL BE CONSTRUCTED SEDIMENT BASINS AND SILT FENCES HILL BE INSTALLED TO CONTROL SURFACE DRAINAGE CHARLOTTESVILLE, VIRGINIA 22902 DROP INLET & STRUCTURE N0. TELEPHONE (434) 245-0100 Q AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA ER09ON AND SEDIMENT CONTRO 7EMMORARY SEEDING WL BE USED "AMATLY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES TEMPORARY S700KPKE AREAS WILL BE MAWTAMED FROM TOPSOIL THAT WILL (434) 245-0300 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER VR 625-02-00 EROSION AND HANDBOOK AND VIRGINIA REGULATIONSG BE STRAPPED FROM AREAS 70 BE GRADED AND STORED FOR LATER SPREADING, CURB ENGINEER' COLLINS ENGINEERING SEDIMENT CONTROL REGULATIONS SEDIMENT STOCKPILE LOCATIONS WALL BE ON 97E AND SHALL BE STASUAD WIN A TEMPORARY CURB GUTTER 2. STREET ES -2.• THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK � I!ATFW CO. . P6wuA.o T s�zwc WLL OF OF PgWnRA" FALL AREAS Wa 800 JEFFERSON PROPOSED PAVEA/ENT CHARLOTTESVILLE, VIRGINIA 22902 CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS PRIOR TO THE PRE-MENTCONSTRUCTION CONFERENCE, ONE ID DI PRIOR TO THE COMMENCEMENT LAND DISTURBING ACTIVITY, AND ONE WEEK IIEL NO LONGER BE ENCS VAI® AND MHEHE LYNS717t/C170N ACTIVITIES HAW LEASED. FELE (434) 293-3719 PRIOR TO THE FINAL INSPECTOJ. IN PfR1/AE7NT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS POOH WILL EC -3A DITCH £-MAIL ScottOCollins-Eng;neering.COM ES -3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED BE LEFT DORMANT FOR A YEAR OR MORE SR 71ON OF SEED MIXTURE WILL DEPEND ON CONTACT.MR. SCOTT COLLINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL PRIOR TO OR AS THE FIRST STEP IN CLEARING. THE 71ME' OF YEAR APPLIED . DEPTH OF EC -JA DITCH TAX MAP NO.: 055£0 -01 -DO -000A1 ES -4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN Tpy OWRY SEEDING WLL BE PERFORMED FOR ALL DENUDED AREAS WICH WLL BE LEFT 6' 3. MARCH MOUNTAIN PROPER77ES LLC SHALL BE MAINTAINED ON THE S17E AT ALL TIMES. DORMANT FOR MORE THAN SEWN DAYS THESE AREAS SHALL BE SEEDED WIN FAST EC -2 DITCH 800 E S7REET ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS 07HER GERMINATING VEGErATKN ENIMATELY FOLLOWING GRADING OF THOSE AREAS SELECTION JEFFERSON CHARLOTTESVILLE, WRC4MA 22902 THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT LIMITED T0, OF SEED A#XNRE MNL DEPOW ON THE TIME O YEAR APPLIED DEPTH OFEC-2 DITCH MDI 1 -,ANI 11 111bt % OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL CONSTRICTION ENTRANCE 6• 4, ZONING : NMD NEIGHBORHOOD MODEL DISTRICT MULCH SHOULD BE USED DURING THESE PEMOOS SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. A STABU2W PAVED OWSTRUC77ON ENTRANCE WIN A WASH RACK LOCATED AT POINTS EARTH DITCH IN ACCORDANCE WITH TABLE 7 /N THE CODE OF DEVELOPMENT, ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY OF VEHICULAR WGRESS AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE DRIVEWAY CULVERT BLOCK J HAS NO MINIMUM SETBACKS. I0'¢' V.law ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT AMOUNT OF MUO TRANSPORTED ONTO PAVED PUNJC ROADS BY MOTOR VO4KZES OR EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN RUNOFF. BENCH MARK 5. USE. MEDIUM -DENSITY MIXED-USE DEVELOPMENT APPROVING CONSTRUCTION ENnWI ES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE ES- 7: ALL DISTURBED AARIAS ARE TO DRAIN TO APPROVED SEDIMENT THE AMOUNT SEDIMENT TRANSPORTED dN70 PUBIC ROADWAYS CLEARING LIMITS 6. NUMBER OF L075: 1 PROPOSED FOR PHASE A CONTROL MEASURES AT ALL TMES DURING LAND DISTURBING SILT FFNILL 7, UTILITIES SEWER.• COUNTY SEWER - AVAILABLE ON THE S17F ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION A 7EIAPOIPARY SEDIMENT BARKER CONSISTING OFA SYNTHETIC FX TER FABRIC Si1RETOHED MOT STANDARD 5701° SIGN WAFER: COUNTY WATER - AVAILABLE ON THE SITE ES -8: IS ACHIEVED. DURING DEWATERING OPERATIONS. WATER WLL BE PUMPED INTO AN ACROSS AND ATTACHED TO SNI PORTING POSTS AND ENIRENC/ED. 70 INTERCEPT AND PIP EXISTING CONTOUR SUBDIVISION STREETS: CURB & GUTTER (PUBLIC ROADS) APPROVED WATER FILTERING DEVICE DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED ALAS DURING CONSTRUCTION 8 ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES C'ERAVONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE. TO DECREASE 9 . DRAINAGE 0157RlCT.• LICKINGHOLE DRAINAGE BASIN PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. THE VELOCITY O SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS THE i PROPOSED CONTOUR 10. WATERSHED: S RIVANNA RESERVOIR - WATER SUPPLY PR07ECTION AREA ANY NECESSARY REPAIRS OR CLEANUP TO MAWFAW THE SILT FENCE BARRIERS .SHALL BE INSTALLED DOWN SLOPE OF AREAS WTH MINIMAL zND.sS PROPOSED SPOT ELEVA7TON if. TORO &SURVEY.' PROVIDED BY ,INNINGS-S7EPHENSON, PC. IN DECEMBER EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY GRADES 70 FY TER SEDIMENT LADEN RUNOFF FROM BEET FLOW AS INDICATED. THEY IBC DENOTES �� OF 2006, SHALL INSPECTED EHEOIA771Y £AGI RAINFALL AND MAIN IN TIB DENOTES 70P OF BOX FiROVSION CONTROL NOTES DA EROSION HANDBOOK ACCORDANCE WTIi THE NRGNYA E7R057ON & SEAMENT CONTROL NANOBOCf (1ESCH), 12. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND JPOWANEMT UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARING 1 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE THE ESTABLISHMENT OF PERENNIAL VEGEM77V£ COVER ON DISTURBED AREAS BY WORK. CONTACT ENGINEER IMMEDIATELY IF LOCA ION OR ELEVA ION IS PRE-CONS7RUC7TON CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF PLANTING SEED. TO REDUCE EROSION AND DEGREASE SEDIMENT YIELD FROM DISTURBED DIFFERENT FROM THAT SHOWN ON PLANS IF THERE APPEARS TO BE A LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. ,AREAS TO PONAND47LY STABLQE DISTURBED AREAS W A MANNER THAT IS CONFLICT OR UPON DISCOVERY OF ANY U77LITY NOT SHOWN ON THE PLANS 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WLL BE CONSTRUCTED AND £CCNOVHCAL ADAPTABLE TO SITE CONDITIONS. AND ALLOWS SELECTION OF THE MOST MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE APPROPRM E PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. 70 ENHANCE NATURAL • COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WRGNIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULA IONS W 625-02-00 EROSION AND SEDIMENT CONTROL REGULA IONS BEAUTY UPON COMPLETION OF CDN57RUCTION ACTIVITIES ALL AREAS MNJ. REOEIIf A OR WORK, SAFETY PRECAUTIONS SCHEDULES, COMPLIANCE WITH LAWS AND 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO PERMANENT VEGETA77W COVER REGULATIONS WE SHALL NOT ASSUME ROR COMPLIAN FOR ANY OR AS THE FIRST STEP IN CLEARING, TEIFORARY SEEDING: EROSION CONTROL * ww" owsOI & SW49NT CCWMM HAVOVOOK SPEGF7CAIKN MAIBER CONSTRUCTION STARTED PRIOR TO PUN APPROVAL. 4. A COPY OF THE APPROVED ER09ON AND SEDIMENT CONTROL PLAN SHALL BE THE ESTABLAgHAENT OF A TEMPORARY WOETA77W COVER ON DISTURBED AREAS BY .VV MAINTAINED ON THE SITE AT ALL TIMES. SEEDING WTH APPROPRIATE RAPIDLY GROWNG ANNUAL PLANTS TO REDUCE EROSION S® EDIMENT ® STRAW BAIL BARB/ER 3.04 EROSION &S 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INLUDING BUT NOT LIMITED T0, OFF-SITE BORROW AND S�INTA DON BY STABIL/ZING DISTURBED AREAS THAT MILL NOT BE BROUGHT TO FINAL ORALE FOR A PERIOD O MORE THAN 30 DAYS 70 REDUCE DAMAGE FROM CONTROL MEASURES: OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY SIEDWO07' AND RUNOFF TO DONNSTREAM OR OFF -97E AREA$ AND 70 PROVIDE pp pV TEMPORARY DIVERSION DIKE 3.09 ER090M CONTROL PLAN TO THE OWNER FOR RENEW AND APPROVAL BY THE PROTECTION TO BARE SNAILS EXPOSED DURING CONSTRUCTION UNIX PERMANENT STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN WTH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 6. PLAN APPROVING AUTHORITY. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA TON OF ANY ADDITIONAL VEGETAIKN OR OTHEROPO-90V CONTROL MEASURES CAN BE ESTABLISHED TEMPORARY SEDIMENT TRAP 31J ACCORDANCE STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWNG: EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND O/3r12maRO-' SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. REO/ONI SURFACE AND ANP MOVEMENT OF DUST DURING LAND MSnAWv4 DEMOLITION1. O® SEDIMENT BASIN 314 CONSTRUCTION ENTRANCE, ALBEMARLE COUNTY DETAIL - ENTRANCE TO B£ 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL AND ONSMUCTION ACTNTIES LOCATED TO PREVENT TRACKING OF MUD ONTO EXISTING PUBLIC STREETS. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING S/7E TD PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOA. SURFACES AND IP --®-- INLET PROTECTION ,7,07 2. SILT FENCE; STANDARD AND SPECIFIC.A77ONS J05 - SILT FENCE TO BE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES NNICH MAY PRESENT HEALTH PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. 8. DURING DEWATERING OPERATIONS WATER WLL BE PUMPED INTO AN APPROVED HAZARD$ TRAFFIC SAFETY PROSLEMS OR HARM ANIMAL OR PLANT LIFE O �:-1N-.W SILT FENCE 3.05 FENCE ALONG STREAMS & CREEKS OR SILT FENCE ENCOMPASSING STOCK PILES 9. RL TERING DEVICE. THE CONTRACTOR SHALL INSPECT ALL ER0901V CONTROL MEASURES OUST CONTROL A/EASURES SHALL BE EMPLOYED TO PREVENT SAVAGE AND AIR SHALL HAW WRE BACKING TEMPORARY DIVERSION DIKE STANDARD AND SPECIFICATION J-09 - PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT ANY MOVEMENT OF DUST DURING CIONSTRUCTICN. MEASURES EMPLOYED SHALL BE IN J OCONSTRUCTION ENTRANCE 30?TEMPORARY DIVERSION DITCHES TO BE CONSTRUCTED WHERE SHOWN ON PLANS FTI4. NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. ACCORDANCE WIN THE VESCH. 7EMAPORARr OVER.saN DIKE INLET PROTECTION STANDARD AND SPECIFICATIONS J-07 - INLET PROTECTION 70 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW A RIDGE OF COMPACTED SOI. CONSTRUCTED AT THE TOP OR BASE OF A SLOPING BE PLACED WHERE SHOWN ON THE PLANS OR AS FIELD CONDITIONS WARRANT. O ' CHECK DAM 120 CULVERT PROTECTION STANDARD AND TONS 3.08 - CULVERT AREA. SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH AREA WNYCN DIVE RUNOFF AWAY FROM ECTED SLOPES AND ON 'THA INLET PROTECTION 70 B£ PLACED WIfR£ SHOWN ON THE PLANS OR AS FIELD I C770M 11. ALL WASTE MATERIALS FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS WOOD, RUNOFF 7LEr, It) OVERT RIUINOFF 7C7 A SEOIMEHT AND A STABUZED OUTLET, TO A CONDNTIONS WARRANT. RUBBISH, AND OTHER DEBRIS VE IS 18TMONTH.-LADEN W F TRAPPING 57RUCIIAPE MAXMNA/ EFFECTIVE LIVE IS iB MONTHS O mommom TEMPORARY FILL DIVERSION 310 6. TEMPORARY SEDIMENT TRAP, STANDARD AND SPEOFICATION J13 - 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WTHIN 7 DAYS OF ROLL GMECIK DAMS` TEMPORARY SEDIMENT TRAPS ARE TO BE LOCATED AS SHOWN ON THE PLANS. COMPLETION PER ZONING ORDINANCE SECTION 51.28. SMALL TEMIPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE 7. OUTLET PR07EC77ON STANDARD AND SPECFICATON JIB - OUTLET 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE W7H SECTION INE VELOCITY OF CONCENTRATED FLOWS REDUCING EROSION O THE SWALE OR DITCH OV--�-�-- DIVERSION 3.12 PROTECTION 70 BE PLACED AS SHOWN ON THE PLANS PUBLIC ROADS. 13-301 OF THE CODE OF ALBEMARLE. UWYED TO USE IN SMALL OPEN CHANNELS WNC/ DRAW 10 ACRES OR LESS SHOULD 8. ROCK CHECK DAMS STANDARD AND SPECIFICATION J-20 - ROCK CHECK 14. BORROW, FILL OR WASTE ACTIVITY INVOL PING INDUSTRIAL -TYPE POWER NOT USED IN LIVE STREAMSFT O PS PERMANENT SEEDING JJ2 DAMS ARE TO BE PLACED IN OUTFALL DITCHES AS SHOWN ON THE PLANS. BASINS STANDARD AND SPECIFlCA77ON 3.14 - EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 AM TO 9:00 PM. OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER SR>aL AIN PROTECTION, TEMPORARY SEDIMENT 15. BORROW, FILL TRAPPING DROP SEDIMENT BASINS SHALL BE CONSTRUCTED AS SHOWN ON THE EROSION CONTROL THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO THE INSTALLATION OF VARIOUS KINDS OF SEDW64T MEASURES AROUND PHASING PLANS ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND INLETS OR CURB W[fT STRUCTURES PRIOR TO PERMANENT STASUZATM OF THE TOPSOVUNG J JO \J PLACED AS THE FIRST PHASE OF ANY LAND DISTURBWG ACTIVITIES. THEY DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE DISTURBED AREA. UNITED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE AND NOT SHALL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR WENDED 70 CONTROL LARGE CONCENTRATED STORMWATER FLOWS II CP ,Ab, CULVERT INLET PROTECTION 108 THEY SHALL BE CLEANED, REPAIRED OR REPLACED AS NECESSARY THROUGHOUT REQUIRE CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITES NHER£ ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN TE101V7RARY SEDWM/NT TRAP Ki7r/] THE CON57RUCION PHASE OF THIS PROJECT. THE FOLLOWNG I7EMS APPLICABLE A SMALL PONDING AREA, FORMED BY CONSTRUCTING AN EARTHEN EVERAMMENT WTH A PARTICULAR CHECKING REGARDLESS OF THE SALE OF ANY LOT UNIT, BUILDING OR 07HER PORTON OF STOW OUTLET ACROSS A DRAWAGE SWALE, TO DETAIN SEAMEJNT-LADEN RUNOFF FROM O �--(DCF--► DUST CONTROL JJ9 1. SILT FENCE SHALL BE CHECKED REGULARLY FOR UNDERMINING OR FABRIC. SEDIMENT SHALL BE REMOVED WHEN 17 THE PROPERTY. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SMALL � A�'� ENOUGH ALLOW"I MOST TO THE SUSPENDED 9gLg5 `l DETERIORATION OF ME THE LEVEL OF THE SEDIMENT DEPO9TON REACHES HALFWAY TO THE SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FE 171 ro SETTLE OUT. MAJOWAY EFFEcnVE LIFE Is TB MaVTHS 70 SE SEDYIEIIT eA9w: TOP OF THE BARRIERS. FEBRUARY TO CONSIST A 1N A41X OF ANNUAL RYGRASS AND CEREAL WINTER RYE, 7ENNPOPARv ®O TEMPORARY SLOPE DRAIN 3.15 2. ROCK CHECK DAMS WLL BE CHECKED REGULARLY FOR SEDIMENT OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE OR MAY THROUGH A TEMPORARY BARRIER OR DAM WIN CONTROLLED STOIHWAYER RELEASE STRUCTURES BUILDUP. WHEN SEDIMENT HAS REACHED HALFWAY UP THE UPSTREAM AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS 70 BE APPLIED AT RICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SON. ACROSS A SIDE, IT SHALL BE CLEANED OUT. 8OBS/10OSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY ARAWAGENAY. IT IS USED 70 DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE ARS45 O SAFETY FENCE 301 J. TEMPORARY SEDIMENT TRAPS WLL BE CHECKED REGULARLY FOR EROSION CONTROL INSPECTOR. 3 ACRES OR GREA M? FOR ENOUGH TIME TO ALLOW MOST OF THE SUSPENDED SOURS to SEDIMENT BUILDUP. WHEN THE SEDIMENT HAS ACCUMULATED TO ONE 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, SETTLE OUT. IT CAN BE CONSTRUCTED ONLY WHERE THERE IS SUFFICIENT SPACE AND HALF THE DESIGN VOLUME OF THE NET STORAGE IT SHALL BE REMOVED AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT APPRO IRM TE TOPOCR,AFWY MAMMON EFFEC77VE LIFE IS 18 MONTHS UNLESS! DESIGNED TEMPORARY RIGHT-OF-WAY 1I1 AND THE TRAP RESTORED TO ITS ORIGINAL VOLUME ® 9OLIN L. FERTILIZER BSII000SF; INCORPORATED TO THE TOP 4-6 INCHES OF SO ,S A PERMANENT POND BY A QUALIFIED PROFESSIONAL. DIY SAN SHALL BE APPLIED AT IOOOLBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT OUST PROTECMN: CTraMWA3ER RM-�F LSI ATTd11S MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACR£ AND CONSIST OF 7W INSTALLATION OF RPRAP CHANNEL SECTIONS AND/OR STILLING BASINS BELOW CONSTRUCTION OF THIS PROJECT WCL HAW AN EFFECT IN PEAK 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 801.115/100SF. STORM DRAW OUTLETS TO REDUCE EROSION AND LANDER-GUrTNG FROM SCOURING AT RUN-OFF RATES DUE TO AN INCREASE IN OUAN77TY AND VELOCITY OF 774E RUN-OFF. THE IMPERIOUS AREA IS BEING INCREASED DUE TO ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL OU71£75 AND ITT REDUCE FLOW VELOCITIES BEFORE STORMWA PER ENTERS RECEIVING THE CON57RUC770N OF THE ROADS, POOL, AND PARKING LOT. HOWEVER, INSPECTOR. CHANNELS BELOW TESE QUIETS MUCH OF 714E RUN-OFF IS BEING DIVERTED TO AN EXISTING POND, 19. MAINTENANCE.' ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH "JUE /SUJET PROTECTION: W41CH WLL ASSIST IN DECREASING THE RUN-OFF VELOCITY FROM THE RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES /S TO BE A SEDIMENT FY TER LOCATED AT THE WLET TO STORM SODER CUL VENTS WICH PREVENTS PROJECT SITE THIS MEASURE WLL PR07ECT UCKWCHOLE CREEK BY REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WEEN 5OX OF THE SEDHENT FROM ENTERING ACCUMULATING N AND BEING TRANSFORM BY THE CULVERT. CONTAINING THE FIRST FLUSH. THE POND WLL FILTER AND DRAIN THE WET STORAGE VOLUME IS FILLED WTH SEDIMENT. ALL SEEDED AREAS ARE TO BE IT ALSO PROVIDES EROSION CONTROL AT CULVERTS DURING THE PHASE OF A PROECT RUN -RESEEDED HELP R Y THIS STTREAMS A REDUCED TOF WHEN NECESSARY TO ACHIEVE A GOOD STAND OF CRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT WERE ELEVATIONS AND DRAINAGE PAnERNS ARE OHANCw(• CAUSING OPIGN,v. CONTROL FLOODING AND/OR DEGRADA77ONAT ALL 774E CONTRIOUEVENT T OA THE BE CLEANED AND REPAIRED IMMEDIATELY. IAEFtSIRES TO BE XAEFFECTME. PERMANENT STABIUZAnON PRO -RATA SHARE PROGRAM WILL ALSO BE MADE TO COMPENSATE FOR THE 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE SAFETY FENCE PERMANENT SEEDING WILL BE APPLIED TO ALL DISTURBED AREAS AS RUN-OFF TO THE REGIONAL POND. REMOVED WININ 30 DAYS OF FINAL 9 T STABILIZATION, WHEN MEASURES ARE A PROTECTIVE BARRIER INSTALLED 70 RROH/BT ODESRABLE USE OF AN EROSION PER THE PERMANENT STABIL/ZA ION OF THIS EROSION & SEDIMENT NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL CONTROL MEASURE - INSPECTOR. CONTROL NARRAIVE AFTER CONSTRUCTION /S COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERIUZED, AND SEEDED AS PER CURRENT VDOT STANDARDS THIS SHALL CONSIST OF THE FOLLOWING,• TOPSOIL - 2' DEP774, LIME - 2 TONS/ACRE, FERIUZER - 600 LBS./ACRE OF 15-30-15 SEED - ERNST 5311 CONSERVA ION SEED MIX - ERNMX-114 (45 LBS/ACRE PENNLAI M CREEPING RED FESCUE, 375 LBS/ACRE ARGILE KENTUCKY BLUEGRASS 375 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE ANNUAL RYE-GRASS & 15 LBS/ACRE PLEASURE PERENNIAL AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WNL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC AT7EN71ON WILL BE GIVEN TO THE FOLLOWING I7EMS A. SEDIMENT BASINS ANO/OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER LMA/NAGE.. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WLL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO 774E TDP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. SOIL DEISCR_TPTION 25B -DYKE- SILT LOAM- 2X TO 7X SLOPES. THIS SOL IS DEEP, GENTLY SLOPING, WELL DRAINED SOL ON BROAD, CONVEX FOOT SLOPES AND COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 300 TO 1000 FEET LONG AREAS OF 77415 SOL ARE LONG AND WOE. THEY RANGE FROM 5 TO ABOUT 30 ACRES THE SURFACE LAYER OF THIS SOIL IS DARK REDDISH BROWN SLT LOAM ABOUT 8 INCHES THICK. PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE. SURFACE RUNOFF IS MEDIUM. THE HAZARD OF EROSION IS MODERATE THIS SOL HAS GOOD TIL TH. 36C-HAYESNLLE-LOAM- 7X TO 0% SLOPES THIS SOL IS DEEP, WELL DRAINED, AND STRONGLY SLOPING. IT 15 ON NARROW CONVEX RIDGETOPS AND SIDE SLOPES SLOPES ARE SMOOTH AND ABOUT 200 TO 600 FEET LONG AREAS OF THIS SOL ARE LONG AND WNDING THEY RANGE FROM 5 TO ABOUT 50 ACRES THE SURFACE LAYER OF THE SOL IS BROWN AND STRONG BROWN ABOUT 7 INCHES THICK PERMEABILITY AND AVAILABLE WATER CAPACITY ARE MODERATE SURFACE RUNOFF IS RAPID. THE HAZARD OF EROSION IS SEVERE. THE SOIL HAS GOOD TLTH. 3703-HAYESNLLE-CLAY LOAM -15X TO 25X SLOPES SEVERELY ERCOED- THIS SOL IS DEEP, WELL DRAINED, AND MODERATELY STEEP. IT IS ON SIDE SLOPES THAT BORDER SMALL DRAWAGEWAYS. SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOIL ARE LONG AND WNDING THEY RANCE FROM J TO ABOUT 20 ACRES. 2603 -DYKE-CLAY LOAM -7X TO 15X SLOPES SEVERELY ERODEDD, THIS DEEP STRONGLY SLOPING, WELL DRAINED SOIL IS ON CONVEX SIDE SLOPES OF COLLUVIAL FANS SLOPES ARE SMOOTH AND ABOUT 200 TO 400 FEET LONG AREAS OF THIS SOL ARE LONG AND NARROW. THEY RANGE FROM 5 TO ABOUT 30 ACRES. 2683 -DYKE- LOAM -7X TO 15X SLOPES SEVERELY ERODED. THIS DEEP SLOPING WELL DRAINED SOL IS ON CONVEX SDE SLOPES OF COLLUVIAL FANS. SLOPES ARE SMOOTH AND ABOUT 100 TO 300 FEET LONG. AREAS OF THIS SOL ARE LONG AND NARROW.. THEY RANGE FROM 2 TO ABOUT 20 ACRES. ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE &££DED WITH FAST GERMINA TNG TEMPORARY VEGETA ION IMMEDIATELY FOLLOWING GRADING SELECTION OF 7HE SEED MNX7URE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND S17E COND1IONS FROM TABLES 3.318 AND 3.31C. N07E 774AT TABLE 3.31B PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION OF 97E CONDITIONS' TABLE 3.31C PRESENTS MORE IN-DEPTH INFORMATION ON THE PLANT MATERIALS. TAns 33M,A Lain ROQDIt plasm IDR T11111PORARY OM RWoumnVwWsd ApplicWtbn pB TAM loA�OI1BIOl1SmIRHON beNM 41 3 mm pm Nae 4.2 IP S3 2 mtr per Mx 52 a 6 1 on per Hae THE PURPOSE OF THE LAND 00STURONG AC77WTY /S TO CREATE POOL SITE PARKING LOT, AND ROADS CONNECTING THE POOL TO £)a57WG ROADS WIHIN 174E DEVELOPMENT THE TOTAL AREA TO BE DfSWSFD WIN THIS PHASE OF THE DEVELOPMENT IS 21.5 ACRES EXISTING SITE CQV&77ONS, AT PRESENT, THE MAJORITY OF THIS SITE IS AN OPEN GRASS FIELD WTH NO VEGETATION. THE SITE SLOPES OFF TO THE NORTH TOWARD LICKINGHOLE GREEK. THE EXISTING 97F IS EAST OF OLD TRAIL DRIVE; AND MOST OF THE DRAINAGE FROM THE SITE DRAWS TO UCKWGHOLE GREEK. THE PROJECT SITE IS NOT WT IN THE FLOODPLAIN, BUT IS ADJACENT TO THE FLOODPLAIN AND STREAM BUFFER. ADJACENT AREAS THIS SITE IS BORDERED BY FUTURE OLD TRAIL DEVELOPMENT TO THE SOUTH. OLD TRAIL DRIVE TO THE NEST, FUTURE OLD TRAIL DEVELOPMENT TO THE EAST, AND LK70NOYOLE GREEK TO THE NORTH (FUTURE LOCATION OF OLD TRAIL PARK). THE UNDEVELOPED RESIDENTIAL TRACTS ARE UPSTREAM OF THIS PROPERTY. EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS SILT FENCES AND DIVERSION DIKES SHALL BE UTILIZED TO CONTAIN THE LAND DISTURBANCE ACTIVITY AND PROTECT LICKINGHOLE CREEK. OFFSITE LAND DISTURBANQL NO OFFSITE LAND DISTURBANCE IS PROPOSED. ALL LAND DISTURBANCE 1S TO OCCUR WTHIN THE UM17S or DISTURBANCE AS SHOW CN71041 ARFAC• THIS SITE IS ADJACENT AND UPSTREAM OF THE FLOCGPLAW ASSOCIATED WTH LICKINGHOLE CREEK AND WETLANDS LOCATED NEAR LICKINGHOLE CREEK SPECIAL ATIEN77ON SHALL BE GIVEN TO THESE AREAS DURING THE FILLING AND GRADING OPERATIONS TO ENSURE RUN-OFF FROM THE CONSTRUCTION ACTIVITIES DOES NOT IMPACT THE FLOODPLAIN, WETLANDS OR DOWNHILL STREAMS SEQUENCE AE MYS7RUC77ON 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE-CONSTRUCRON MELTING AS REOOARED. 2 FLAG THE LIMITS OF DISTURBANCE THE FLOODPLAIN, STREAM BUFFERS AND WETLANDS UM17S ALL WETLANDS ARE TO REMAIN. THERE SHALL BE NO IMPACTS TO THE WETLANDS AND FLOOOPLAIN, 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONS7RUCTIDN PROCESS W7HOUT THE APPROVAL FROM THE INSPECTOR ON 'THE PROJECT. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR 70 OR AS 774E FIRST STEP IN CLEARING 4. INSTALL THE PAVED CONSTRUCTION ENTRANCE AND WASH RACK LOCATED OFF THE SECOND TRAFFIC CIRCLE AS SHOWN ON THE PIANS CONSTRUCTION ENTRANCES WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY (V£FKCULAR) TRACKING ONTO THE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. IMS PROVISION SHALL APPLY 70 INDIVIDUAL SUBDIVISION LOTS AS WELL AS 70 LARGER LAND DISTURBING ACT1,171M THIS CONSTRUCTION ENTRANCE SHALL REMAIN OPERA77ONAL AT ALL TIMES DURING THE CONSTRUCTION AC77V1TY. BARRICADES ARE TO BE INSTALLED ACROSS THE INTERSECTIONS OF THE PROPOSED ROADS WTH OLD TRAIL DRIVE. S EXTEND THE EMSTNG 42" PIPE AS SHOWN ON THE SITE PLAN PIPE EXTENSION MUST BE COMPLETED PRIOR TO ANY OTHER LAND DISTURBING ACTIVITY. INSTALL THE ANNUAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN THIS INCLUDES SEDIMENT BASINS 1 AND 2 AND THE SEDIMENT TRAP SOUTH OF THE CNSIRUC77ON ENTRANCE. ALSO, INSTALL TEMPORARY DIVERSION DIKES AND SILT FENCES AS SHOWN ON THE PHASE I PLAN. THE SEDIMENT BASINS AND SEDIMENT TRAP SHALL BE UTILIZED THROUGHOUT PHASE I & If THROUGH THE DURATION OF THE GRADING OF THE PROPERTY. DIVERSION DIKES AND STORM SEWER BOTH PERMANENT & TEMPORARY SHALL BE USED TO DIVERT RUN-OFF INTO THE TRAPS ENSURE POSITIVE DRAINAGE ALONG THE DIVERSION DIKES IN THE DIRECTION AS SHOWN ON THE EROSION CONTROL PLAN. SEDIMENT BASIN /1 WILL BE MODIFIED W PHASE 11 WTH THE GRADING OF MARLEBECK DRIVE SILT FENCE WILL HELP FILTER ANY SEDIMENT LADEN RUN-OFF THAT DOES NOT MAKE IT INTO A TRAP OR BASIN ADDITIONALLY, 9LT FENCE WILL BE USED AS SHOWN ALONG OD TRAIL DRIVE TO PROHIBIT RUN-OFF FROM REACHING THE ADJACENT PROPERTY OWNERS WNOUT BONG TREATED. SEDIMENT BASINS AND TRAPS PERIMETER OIKES, SEDIMENT BARRIERS AND OTTER MEASURES INTENDED TO 7RAP SEDIMENT BULL BE CONSTRUCTED AS A FIRST STEP WIN ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. IN AD0177ON TO ENSURING THAT THE PAVED CONSTRUCTION ENTRANCE AND PERIMETER CONTROLS ARE INSTALLED, INSTALL ANY REMAINING EROSION CONTROL ITEMS AS SHOWN ON THE PHASE 1 EROSION CONTROL PLAN THE CONTRACTOR /S RESPONSIBLE FOR INSTALLA17ON OF ANY ADD117YONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7 ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ON THE PHASE I EROSION CONTROL PLAN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES THE CONTRACTOR CAN CLEAR AND GRADE THE SITE STABIUZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES AND &VERSIONS IMMEDIATELY AFTER INSTALLATIONN, S. ROUGH GRADE THE S17E TO THE CONTOURS AS SHOWN ON PHASE If OF THE EROSION CONTROL PLAN. 9. IN ADDITION, SPECIAL CARE SHOULD BE GIVEN TO ANY GRADING ACUITY NEAR EXISTING ROADS AND UPSTREAM OF LICKINGHOLE CREEK, THE FLOQOPLAIN, AND THE WETLANDS 10 GRADE OUT THE REMAINDER OF THE SITE AND GRADE THE ROADS AS SHOWN ON THE PHASE 11 £BOSON CONTROL PLAN. INSTALL THE REMAWWG SICRM SE VIER FOR THE PROJECT, USING INTERMEDIATE INLET PROTECTION TO PROTECT THE END OF THE PIPES INSTALL OUTLET PROTECTION AS SHOWN ON TIE PLANS INSTALL TEMPORARY SLOPE DRAW AND GRADE THE TEMPORARY ESC DITCH AS SHOW ON THE PHASE lI PLANS INSTALL TEMPORARY PIPE FROM STORM STRUCTURE 6 TO 5ECIMENT BASH I. 11. FINE GRADE_ INSTALL CURB & GURM INSTALL SIDEWALKS SEED, AND FERTILIZE THE DENUDED AREAS INSTALL INLETS AND INSTALL INLET PROTECTION AS SHOWN ON THE PLANS 12. PERMANENT OR TEMPORARY SOL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WTHW SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS INAT MAY NOT BE AT FINAL GRADE BUT WNL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABIIZA77OV S1NALL BE APPLIED 70 AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. IJ INSTALL S70NE BASE AND PAW THE PARKING LOT AND ROADS 14. ONCE THE SITE IS STA8II2ED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES NO ITEM SHALL LE REMOVED UNLESS THE UPSTREAM AREAS ARE STABILIZED AND THE COUNTY INSPECTOR GIVES PERMISSION. SEDIMENT BASINS CAN ONLY TEN BE CLEANED AND REMOVED. M MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED /N THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WPI THE VIRGNU EROSION AND SEDIMENT CONTROL HANDBOOK THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASI/RES PERIODICALLY AND AFTER EACH RUN -OF -PRODUCING RAINFALL £VENT. ANY NECESSARY REPAIRS OR CLEANUP 70 MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 16. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WTHIN 30 DAYS AFTER FINAL SITE STABIUZA 7104 OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEMENT AND THE DISTURBED SOL AREAS RESUL TNG FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTA TICK, L,ic. No. 035791 �' 6 o - bt Lu Z W W tn z P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 101111111111 TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE ABLE TO SQ. FT.) OR EQUIVALENT NUTRIENTS. LIME AND (14 LBSE1R GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL. FER7NJZER SHALL BE INCORPORATED INTO THE TOP 2 TO 4 SH AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME IS NECESSARY INCHES OF THE SOIL lF POSSIBLE. mi FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED TO DETERMINE THE o SHEET No. ACTUAL NEED ALONG WITH SUGGESTED APPLICATION RAPES IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO o FURTHER ROUGHENING IS REQUIRED. WHEN 774E AREA IS COMPACTED, CRUSTED, OR HARDENED, THE SOL SHALL BE mi TYLE M4 LOOSENED BY DISCINS RAKING, HARROWING OR OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS ACCXFUWX NO°H•���~'�M1q MOST EFTECIVE ON SANDY SOILS. THIS PRACTICE OFTEN CAUSES 0 IQUKX �ORMCE ICH ALL H[YIOTa, UNDUE COMPAC770M OF THE SOL SURFACE, ESPECIALLY IN CLAYEY SOLS AND DOES NOT AID PLANT GROWTH AS MIP` lfltlolBBVmA 9ilILiO lllah®7 EFFECTIVELY AS 0774ER METHODS OF SURFACE ROUGHENING. SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, Sept l - I§M 15 50150 Ma DRILL, CUL 77PACKER SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1} INCHES DEEP. SMALL M 50. Is SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED cAV.I fWArPQ LIHc NO MORE THAN 4 INCH DEEP. 07HER GRASSES AND LEGUMES SHOULD BE PLANTED FROM i INCH TO i DEEP. Fa416-M-PA wm.L t>YM� fo-l// SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT LaiaaYLHIo�1 AND DRY SUMMER MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, SID. & SPEC. J35, EXCEPT THAT HYDRONULCHES MDI 1 -,ANI 11 111bt % (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE. S7RAW (sad"111111) MULCH SHOULD BE USED DURING THESE PEMOOS AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL EROSION WILL BE RE -SEEDED AS SOON AS I0'¢' V.law SUCH AREAS ARE IDENTIFIED. P -I M M CN N 4 3 4 Z W H O O CL co U O C13 Q�1 �G 0 O g A Z a 6 L W FL n 0 02006SCALE g a «S c P N/A o SHEET No. a 8 ESC -1 o F * .06 � / __ — --- - .----.,---- - 11 r A 0 1 - ,,, .1 I-- - _ - --.--,- ___ - ___ .-- -- 7, -- � - �l_.- 1�' -- (_� � , ,---," �l > I - I "I ,— — ", , z - I I " / "I 1_� ., _ I /'. I '' I I I . - I __ -Z . � NOTES: , , - , i-,-, - - - 11 , " - - U 11, /, , , I, / I 1� - �- _� - - -, � _1 1, I " I - I 1 " - * _ ,�_ �_ "I "."4,1 1 1 "I I : I - -, . - , , - "I -) , / _ N\ � __ _ -, \ ., � ___ �/ 11 I - � �"11-1--o-V I I . - - - I - I 1, . I I - - - , , , - - - - - 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. IT - , I I I - I I __ ____ I I THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES - k � I _C� � -,/ �4 ,� 1-1--, , \, I , -,, ,,�l ,_11_,� ,/11 // -, POOL -W1 RIGID - '. _ I I I ,-I- �. - I I I -.-o� 'l/ - . -1 I- I -- -- . Ooh - - - � PLUNGE, - I I - - . � ... ___ - - 3� -1 I I 1, 1, , I " / ,� \ I , I __� - kt) - -_ " 1, '_ . " - - __ - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. :t il� / / -,,,-- - , -� ", S� -�, _� � , LIWPL SPREADER _ I - ., , � �, - --- -, � I -,- --- - --- � -_ _ __ - �p_ (" PLUNGE POOL W/ LEVEL �, - ___\ � \ I — — __ __ I - I— _� / - , _1� .� \ , /. � �. 0- / -I,-- " __ __7 �- _____, --,el - __ _'l -1 I 1� I __ _ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN ,, - . _ -,V , I " \ IL, T_ _' __' 0. -- _.�/ �f� -_ , , . � I 11 _'� I/ \ � SE . , :��,,� - � -- C - /' / E IL, THIS SHEET , - .�' - I I -_ '.I ;0 SPREADER DETAIL - . -I- �� %, I l\ � \ / . _ a 1_' -, ", - I ,-, 'e - I I - " , I - - , - " I - __ - I AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT SCO R. COWNS�Z % V _% 1, I "I / I I - I I - " � , 0 - _11_?,� _/y ", � I "I / , ? � , � '6�) LENCT"l-1, 0 , I /I " , 1_� , , , 1, I - -_ - "I _" I.- :�-�k_ -- \ > 1� I , I 1- 11 . , I z I . � - _� :jz -If )I-) -Cy"/ ,4 �, - - 1 -'7)" - - � � ,/. /I "I" I -11'.."'f", . I , / / '-- .- I " __ - � - "' - -, - - - - OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION 0 ` 0- (-I , I %% - 11 \ - — I 1\ -, / j I I 1 *%.� 1 1 1-1 , 6511 -,,, . 1, / . - I I I- __ I .1 U Vic. No. 035791.b. W� < �, __ � z \_./ 1, --,,,_,�� � � / / " - 1, // - -,, _,, � � - ro�,15 � - - - : - U �) " - - I , \1 "I I 1, 11 .. -_ - , I __ -9, � r I / - I I',' ,- , 11 , ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE " I � A , / , I / r , -4 k-� " . , , ..- "I'll / ''I I � I @ "I I � / I I 1, I - /I "I / I 11 -_ � 1, / .1 I , I _Z '_�l , 5 z , __ I / ,, I \ " - � - , - 4 " 654 - - ,, - _-1 SEWER TIE-IN. NO OTHER ACTIVITY 15 ALLOWED WITHIN THE STREAM & -to -06 I � Ile , , 2S , � - - ____ __,z -1 I ' a / / 1\ I -1 I - I 1� VDOT STD. - � I------- \1 / � " I- / ; - / I ,� I ,11 __ __ - - I �EL I -1 � 1, 1, - /I � I I I 11 '.� I I - ,� 1. - .- I- ". " BUFFER. - . 8 PD LEV& 11) x /__ "C' . \ / � \ / , / , -, / / I '.1 �l . " - , '_2ADt,R tp' , 11 I I I/ 1, I / -, --- _ 3. SEE SHEET ESC -4 FOR DETAILS ON THE SEDIMENT BASINS. - IONAL " ') I , /, ,e�_ // / , . 0 S P/) I " b,5t' ,� I I I / 11 " / I - ,� /� � I / " / " , , 11 _. I 11 11 ___ I . . , SPREADUt / -,-\-,\,J- I I I I I ,�/ ,� ,< _\ / / I � I " / 1. . - f -l- 1\ l_v I I 1 0 ,_ I I " " / , , , " 660 - - - I., / '. I / , / / I Q( - __ -1 ,- - 11 - - - _ - , -.-- ___ 1-1 11 - — __ — _. __ / / / ,� J .d-- 'L_ / / / ,/ 0 1 . / I I I . I — -1 4.00- 1 )I __.___ _ � _( ), � ,- , / I 11 l/ - " � . I 1, - / I I I / I- - -- -- ,- � -- — -_ .- / / � - - ___ , , ( \ 1- / I/ I " 6 I /,,"RE ' I � i ,l I- -1 --- -_ -_ ! ! I - ---- -- - _ I - � � - I "".I, .0 .1 � _ " I "I / " I 1. - � I - . - - --- � -_ -_ .- __ \ �• - '��l � I , - . ___ - I I 0 � I I I � - , - - _--- � " I ,0 11 I � I 1 I - , .' 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I I � � � �_, I � I -- / , i � �- . - , , � . , \� /�/ __ - - � 1-1 � TOP OF BOX -693.94 . __ .- __ - - .1 - . _ _., __ - - - W , ___ :-_:_ � . t\ _ I_\\�, I I It. ll� , I - — — - I / �/ t " I "I. ,� ! I � . i i \ 1, I \, 1 - - �\\\' \ I . - _ � I � \ __ �� I\+'�'( � � , \ � �l \ I , , I I \,� ,\ \\ \- -777 /� " , - 0 - - - ___ I � � � - I \ : i I, \ L 1, I k `; ! N 11, I \ \ .\� - �� .j I\ " - \ ,J� � � � 1 � � r��_ it R �p � /" It \ I , F li , � ,--- __ I I � � I �0 , \ � ; I 1\ I 11 t 00 I I I" I \ \ I 0 0%� LIMV OF DISjjJRBANCE V�)\')lll - - 0 I -� �--o� ,� � � : IT � ., I �.L I � I , I � �1, i ,_ � � \ / . � I / i 1, \\ L �l ' ). "', . �� 0 0 0 ., - ! i 1, , \ ./ I , �, I I , \ 00 \ I, \_� i L , . I �! , I 11 I I � ; I � I \\ \ . \ . -.,-- � ( I , r i I I 1� I 'll , \___.., -1, '\ I � I � i � . \ I I I � . i 'Uil 1� I __ % \ '\ � I I � I I � I '. - I I , " ___ _ \ . i I / : � I I \ L I 1,111 0 I I Ili " I __ - -1- L L, " -I- I i ! \ I I � ' u Lu , \l, ) I . I , \ � I L I L I I I / 11 . i � 'L I I I , I I � : ,,, I , - - - __ -,- __ 0 1 1 1 ___� - - - __ - - - --- --- -__1 \ I � I 11 I . I- I - __ - ___ - ___ ,--- ____ ___ __ I— __ _ __ - --- -- -_ - __ -, 'L b ,� - ___ - - - - - , I ui i __,\, � I I I , , / J, . I I z - I ru I \ 1, \ `� _- - �l, - � I I �; � . � I'L\ � I I I I I ! L . � i I I z �l - 11 , \ � 3: i I z I I \\'_ ___t � 11 1, i 11 , � I ; I I / " " I L \\ (A I \ \1-1. _ � , I � I I / , / I . 11 " 11 LEGEND 108 NO. I I --, 'I' l I I I . / , GRAPHIC SCALEL, 02006 1�_ - 11 � . i \ , , , , 50 , 0 , 25 ' 50 100 I 2W .1 I_ __ ___ 1. \ \ � 1, ; / . SEDIMENT TRAP DRAINAGE AREA m = = = = m m a I , - I \___\, 1 � " � L L / � I , / I , I I I I I 11 - - '—.-----" :1 I I I I I I . ) 11 I _ .__ SCALE I . I =--- - I I z 1, LIMITS OF DISTURBANCE " I 1, '\\, � \ '. " 11 I I � . I , I / 11 I � _`�__ Ll I LAIIIIIII-J!" .i ,. 1 = 50 '\I- __I , I i � � i I / I (_ I � I . - '� ____ - - - I ! � � � " I I _� �' . ( IN FEET ) / . L,, — — — \--I- __ 1, � � I \ I I / _1 / I SOILS LINE I\ ----. I \ � I "I I ��1I _./_,-��'_�, --, " -, I,- . I I 11 I inch = 50 ft. .1 It SHEET NO. - - I \ I , f I I . f z __ � SOILS NUMBER ��� ESC -2 - - ,, \_ I I I I � - LL " \ I " Sower. Va. DIM and Kr- MminiNdANOM I ,-----.- \ \ I I __ ___ — _� I I � I I � I I - . Pkas 321-2 k \ \ \1 11 " \ 1 - __ I I . . v 5r1 , - - / \ Y ' \r`- Z f - /-- - _� - NOTES: 1. THERE IS NO TREE CLEARING ASSOCIATED WITH THIS PROJECT. o ,. - -T°,p� 7� / _ - - THE LIMITS OF DISTURBANCE FROM THIS SECTION ONLY INCLUDES �F f \ pp / - ' ,, ,/6 - - - OPEN FARM LAND. THE TOTAL LIMITS OF DISTURBANCE IS 12.79 AC. t'l \ 2. CONTRACTOR TO NOTE AND FLAG LOCATION OF FLOOD PLAIN T / - - _ AND WETLANDS. FILLING OR CONSTRUCTION ACTIVITY MAY NOT // ®pr----�I B5' TT R COLLINs% �, .%i a o OCCUR WITHIN THE LIMITS OF THE FLOODPLAIN. CONSTRUCTION O «-. -. \ - %� gR�ppEjt`�' ACTIVITY WITHIN THE STREAM BUFFER SHALL BE LIMITED TO THE 'c. o. 035791a , p 665 s E o b'* SEWER TIE—IN. NO OTHER ACTIVITY IS ALLOWED WITHIN THE STREAM q Q ®® ----------LOCATION _ OF STREAM IbUFFER - BUFFER. �� 6 • 1 8 ��+��i4 ^0� . SEE T ESC-4 FOR DETAILS ON THE SEDIMENT BASINS. ``9 RE 1° stoxel �e ° SF W/ . / : 1 \ 4 2 / 0. - - ._sAFETYtJGg o � E / 670 / &N , - / \ EXISTING WETLANDS. - - �/ ... - - / / - _ �- - \. - -. !- 1'O...RE .AIN.. cl) m... OO. O ®.-i '.. - - _.. � - / / �-. -.;.,� e.e .. LOC OF 100 YR FLOODPLAIN, ' / 1 /�/' _ _- �. � � , " � F8S \ �� . \ 61 , " �, s z .. ,. \ �� O J f. F. TURBAN ® / ° 00'0 O' SILT Yl E `t J Z \ae / \ Z \ \ O P h I ,1 o l , �a \; ui ® �. �, DD P� SEDIk1 NT, BASIN'#2' _,oma, I I \ N / / IP 1 Q.A. 2.05 AC... i , , d I n S O �� W/ WIRE I e ® _ v SI T FENCE, r � aft !\ a' _ CLASS 1 RIRRAP ENERGY : IF I ". 1 N$40',' r? e? e b I SKATER OUTFALL i '� - � P ' � B� , L=20', W=12% D=2' �� `•� Ip q 'i/ 9 � .. J ' 1 I No 69 1\ sERVAnGN _ p \ AR A YI: SAFETY FENT S O\ W/ "RE SILT FEN / 1 lJ 1 ®' \ l S p / ( ) / AI Z O ` i ''I { ^ LOCATION OF. PROPOSED / I I , _00 ... LL - TS P ;I I ' �',I N g STOCK PILE., NOTE: STOCK AfnL, . _ ,y� �ILE TO BE. ENCLOSED Wlhf'I I _ - - - _ O o i 1� I I g `S14/f FENCE AT ALL TIMES +'� `.� W N '' i -. v y O / ,& -0 0. 10 ' B� moo-- — _ _ W SIG 7 ®e,.® f r SIGN i 1 ,•. A INIMUM OFA 12'X70' CONSTRUCi10N- (•) ANCE SHALL BE INSTALLED. THE _ 1 : / 1> H .. y .a - 11 .1 J - 1 I E ANC SHALL DRAIN TO SEDIMENT / EXISTING STORM P _- - BLOCK 1 .a SEWER OUT\ I 1 .� ' / PS 1 I I :1 oe E P > o ' i ' S6 ®:® . ° E 1\ w , I� .• � '� `, 3 IMEN'� ° SDI B NSP .- 51 J H P I o o , - . EXISTING POND .DOUBLE .CULVERT _ = - _ I .-. � D A AC. I LLI OUTFALL PIPE§. :_ _. _ "- - - _ _ -- -- _ _ -- -_ IP' _ - - ," $ PARKING AND STAGING' _ r.I I� I I I t n O - V _ - - �, Vi DO 11 Z Q I ° r q J \\ z / . di IP - / \ ---- ---_------- _ U - > - E4G ISCLTBALL tn ...... LT. L TRATE. DRIVE RUNE N ]EXISTING _ I I P =;: I. COO . a2 WATERLINE E ALONG OLD -� \ - ----1� _ --- - _ I J " TBom RAIL DRRISHAl11 BE5 ORTO L S 1 BARRICADED' I \,_ \\ \ VITIES. ALL EXIT THE SITE THROUGH THE - — — — — C LA S I RAP LIMITS OF DISTURBANCE , CONSTRUCDURING OTONTRAF,i}lC TSTRUCTION �nENIER AND I \ \. j� -T� E%_ TH GEO-FABIPIC y W=20', I CONSTRUCTION ENTRANCE. U DE LAYMENT I III 0 00 \ 1 p LJ:W_ILu_W - - - I I I &APHIC S(�i\ALE - \-- / / n W I FfFNfI JOB No. I � 02006 SEDIMENT BASIN DRAINAGE AREA ■ ■ i ' t''' '�ss...�' / : LIMITS OF DISTURBANCE I = SOS i I ET) -- A 0 __ - — — — — 5H. \ � ` 1 t(fI \ SOILS LINE _I , % , / SNIT NO. SOILS NUMBER 36C ESC-3 P" b,�.ae was (acres) 413 5.87 ores: (wing 7 waaar wastes) Teal Lbs. 5K Are elation (1) o nlar sae (M wlwn(CY) 656.00 1228.0 0 658.00 19820 3,180 660.00 7994.0 8,027 662.00 3954.0 14,848 664.00 5146.0 23,922 666.00 6438.0 35,482 A atamps rsaise (cy) (67'DA) -MV 011 elaWlm (A) A storage prodded st 11Aa surWean (cy) stable Wduree berms CIMMA Icy) P3'DA) ran 41e016011 (t) 110100=rrl Cleao(MA to sense (R) Q 1) / stamps: / stamp mead (cry) (BrDA) n iple spYfamy coast M / stype podded at the Wa6011 (Cy) melt Of dWAVM q rNcs (In) melr of Imaae hAAp (at) (018c"2') we.. (Use 0.45 for bre ease) (min) yr 4.1 O 2yr Syr 6.0 O 25yr woe spillrMy: a" head (2) mor oar (at) Murry Capacity. op (cis) meter trash ruck (in) rest Wath (t) ad on barrel tl/arpn enlbremrd (t) SAFE# FENCE 393 680.76 383 194 am 1.9 393 883.4 787.0 3.0 5.0 0.45 10 10.83 17.43 1.0 30 23.0 42 44 8.4 TAM" 3." 413 WM SFWI IC SUDING MDIMM FOR p®MON! AW Teal Lbs. 5K Are - Coom erdd or ReaMential 175-288 lbs. - Kenhrky 31 or Turf -Type Tall Fesar 95.100% - lopmrd Paremisl RyeBrm "% - Kentucky g1wQ.r 0.5-% HWLMUAOKOJAM 200.290 bL - Kentucky 31 or Taff -Type TW Fescue Genal Skye 13:1 len) 10091, or - Kentucky 31 Fesare 128 lbs. - Red Top Gros 2 bL - Seooml Nuns Cmp • SI-bl W N 130 lbs. - Kentucky 31 Focus 106 lbs. - Red Top Gro 2 lot - Seasonal None Crop ` 211 bs. ClorooWeldl ` upabown face slope: 658.00 9780.0 _zI.hL 13011s. ' Use seasonal safe crop In wocniance With seeding dates as tuned below. Febmoy 16th through April ...................... Mold Rye May lit tbMUgb Mart 15th ..................... Fodall MIDat Angwt 16th through October ...................... An" Rye November through Febmty 15th ................... Winn Rye 00 Substitute Soiaa Impatient for CzaWnrtch ase of Farteville, Va. (May dwoogb Sep sudw we hulled Sencea, all oder pariok vac uobWW Sericm} HFlatpea is land in )ieu df C wnvetd4 increase not WV ft/=L Ali kilaw med moa be properlyImaLted. weeping tmvegr s may be added to any slow r lra-nrlelemme ora during Woof fading nixes. prbb; add 10.20 lot/era in '=�:a:a aew�rav deep Noll eWr top Ofdom (k) tap VAM of dem (t) Dalian of Iarat (A) won" face slops: dosartry am face slops: bases: WVM dhow, L (R) e/ecthm Width, We (2) L I We (bases ceased 5> 2) Comm: dWM of aser at spMally Mat (t) slopedlpab", face(Z1) slope of hsrst (Sb) wvm of at annealed zone (Ls) aemrpency spniwy: r4. copctly (O25 Op) (cos) bottrn V M (t) slope deret a/earalst (8/11) tni erarl leplh oat clue. (t) west of sptkaey (t) OU YL S6� '55=1, I� 884.4 MA 8.0 856.0 04),37 2:1 2:1 res 72 48M 1.07 yes 7.41 2 0.50% 45.38 2 4.324.3 NO we Na Na WE Na PROTECTI ftlb 15: SeclinMrt Bain daipr, (spec 3.14) IedleneW Mein 2 Design 413 design W vtir 553.24 0 turns s (ams) 5.15 tap at sem (R) seat Wekrrrs: (using 7 oon1w Nasrrft) 856.0 sWetlan O0 oontar was (50 %ekaWcv) .. 646.00 1859.0 0 _ 648.00 2873.0 4,695 �. .�. 650.00 4075.0 11361 W N 652.00 5303.0 2OA60 ' o •masa 654.00 6709.0 32,843 656.00 8194.0 47,721 upabown face slope: 658.00 9780.0 65,671 aA stamps at stamps oeaead (cy) (07'DA) 413 design W vtir 553.24 0 Ieaalr" arlsce steWmlion (t) 550.00 tap at sem (R) W S Y 0 856.0 let stamp F I I I at this slarim (cy) 413 tap wIM of dam (t) 8.0 NOa means baby creams (ay) 03 -DA) 207 bottrn d basin (t) K u n 648.0 W N loan . at ....n, R) 548.28 mpptux. Dolton dh m lam: 111),23' N Nlrca Som cleaved to rtgca O0 (' 1) 1.62 upabown face slope: 2:1 680 PROPOSED doanstmam face slope: 2:1 TR. fy straw. M stonhps raaead (Cy) M7 A) 413 oases: NO racipfa spea y cnmt (t) 052.24 length dw opt, L (t) 101 ri stype prodded M Ob OFAMM (q) 825 ell"M Width, We (t) 5470 1=rneA ddawalaMp tMcs (In) 3.0 L I We (bases masse W> 2) 1.96 lasa6a of sadist h"q (in) (w4cs•2) 5.0 cases: ym calor.. d110 dWaWr sl epseey asset (t) 5.24 (use 0.45 for ban MM) 0.45 slope d umbers face (L1) 2 (min) f0 slops ofbwel(Sb) 0.50% 2yr 4.1 O 2yr 11.37 Ir19th of Demi In sabunded zone (Ls) 38.19 25yr 8.0 O 25yr 18.30 manner Callas enaea0 2 dYnelsbn d colts 3.923.9 � aper: W.ww taro (R) 1.0 artrhpecy spMaey: No Asrlslr new M) 30 Hared cepecty (025�0p) (cfa) Na 0" caPncl . Op left) 32.5 bottom Wddth (t) Na Wrier buh rack On) 42 slope as mint cheaW Will Na most lapin (t) 60 maanea Wlplb oat cllsraW (R) Na and on bust Oaahpn and meta at (R) 3.0 crest of spit" (t) Na LEVEL SPREADER FETY FENCE 6I6 _ 632\ 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE MARE FENCING TO THE POSTS. J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE TRENCH UPSLOPE ALONG THE UNE THE 1WRE FENCE AND EXTEND £XCAVA IED SOIL OF POSTS IT INTO THE TRENCH. j i �] -- A40 FLbw_ r 4 DD TEMPORARY DIVERSION DIKE Compacted Soft INon-R,odabls Inner IB' min. / 90RRC8: VA DSWC CON 21 4.5' min. PLATE 3.08-1 FLOW £X7ENSION OF FABRIC AND IWRE INTO THE TRENCH. ATTACH EnL IER TO STAKES OF EXTEND IT INTO EXCAVA OACKRI COVPA(( (E MIN. I"=20' �6 S!g BARREL RISER A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' COC d 685 O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N 680 PROPOSED TR. 675 tl/ BASIN 1 SEDIMENT 670 // 42" LF 01xB 665 42' RCP 15228 LF E)OSTING 42' RCP u / 1 00.50% 660 011 INV OUT -666 .50 SLOPE=1.56x D- z D O 0 > Z > 655 CLASS I RIPRAP ENERGY DISSIPATER OUTFALL 652 L=20', W=12', D=2' W W 0. W1, o0 rnM rD0 n ';0 O i < 7 u N 0 �m �0 �0 0+00 0+50 1+00 1+50 2+00 2+50 2+75 PIPE EXTENSION A� COMY CONM R117RE Am N M � laltrt theses ME aim=" stages On 71 tMf r.araaasemea ! ar FMWT J::7 L ft sea. 21- 4u arch • ga(� FILL or tr a< 114off 0a . 71 UM I� A Ira MIN sea r P M �s1Mo M ArraastMi M I1! CS�ANt� TNI LIIIw NIR a•[ IQf GRAPHIC SCALE 3J 0 10 20 w e0 ( IN FEET ) 1 inch = 20 ft. 2'x4' WOODEN FRAME 1.5' MAX. 1 "=20' DROP INLET W THTH ORA 7E �IIII^- FRAME �{ 3' MIN. `7 HER U EXCESS AT CORNERS PERSPEC77VE NEWS � ELE�AA AMI #0NND OSIL T FENCE O IP DROP INLET PROTEC170N 3.07-1 NO SCALE �T OFD f� Gl lO iCOTT COLLINS'Z 1 Lic. o. 035791 a at, STONAL Et£' n r•, COC d < O 0 Z G 1!.-! m a W S Y 0 j O U) N z K u n � W N N n r•, V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 o 0 �u < 0 n? N r1 as; N ri 1!.-! m a bm V rn M ZM N M N � Z LL N w C> N w WU) >�o Z � ,n H JO u V ZO /10 U Vi ZI Q Q W u M n w U a in O Z ao U) O J 06 � � W JP` W � w J � o O w J O 00 V O n+ lA 106 sea. 02006 SCALE 1"=20' SHEET NO. ESC -4 S'Z //COLLiNm / \�y,\ \`\ \\\\ // /' ,/ ,/// // ! / / / I I . __ •. .. _"' / /r' I I \\ 4 ' •.. �.A � \ 1 I l I I I 1' U Ltc. No. 0357914 001 4 8 J • Y, UU yy ui PA IN ' \ .. \ \\ \ \ \ \\ \ \. < '`4'�1 '` ic', ,'� :y i' /, r .. 6 .ill X 1 •. i • \ \ \ p\ r i < / :1 51 • � \ \ • of '\ \\�. \\ (' \� \\\ t.�.d .« // L' `l e/ < I� /i I \\ . . 6• SCREEN _ o _ AR ND DUMP I fG'. I - - o 68 4--- - 4 0 L9 u M o IG L If •6 op aZ \ \ \ < \ \ r -a 1 L 04 \ ,--------------------------\� - 14 CL ._-_, - -- - -- - - - --- l \ \' \ - -696 o= ul \ bZ. \ +\\ / -- --- ---- 04 \ ... �\ \ Plant Legend \ I LL I` \ \ \ \ \ \ \ \t� \ \1 14 \� . \•;1\\� Abb. \ Scientific Name Common Name Caliper Size Comments 10 -YR CANOPY: Total Interior Onsite I Quairft I Canopy I Quantity I Canopy CANOPY TREES AR Acer Rubnxn'Red Sunset Red Sunset 3.5" cal. 510 3 1 1,530 3 1,530 FP Fraxirlus penroylvanica Green Ash 3.5" cal. 742 4 1 2,968 0 0 PA Platarm x acerifolia'Bb ood' London Planetree 3.5" cal. 479 5 2,395 5 2,395 QP Quercus Palustris Pin Oak 3.5" cal. 471 1 4 121,195 1 1 471 UNDERSTORY TREES AG Amalanct ter x granditra 'Autumn Brilliance' jAutumn Brilliance 6' - 7' ht md"tem 130 1 2 260 12 260 Py Prunus Yedoensis IYosNno Che 6' - 7' ht 1 99 1 4 396 14 396 EVERGREEN TREES IN Ilex x'Nellie R Stevens' Nellie R Stevens Hol 16'- 8' ht 1 44 1 13 572 1 13 572 SHRUBS IC Ilex Crerlata'Steeds' Steeds Holly 312' ht I 1 10 1 93 1 930 4 40 IG IbxGlebra'Shamrock IShamrock Inkberry HoIIY 3' ht. 1 23 1 84 1,932 0 0 32,178 5,664 w y \ \ J o�0 QO: l � . Calculations TOTAL SITE AREA: 2.9 AC 126,324 sf \\ °. \\\ \\\ g x o: TOTAL CANOPY REQUIRED: 0.29 AC 12,633 sf TOTAL CANOPY PROPOSED: 0.74 AC 32,178 sf Toe No. PARKING LOT TREES REQUIRED: \\ r ` \\ 02006 ° - 1 TREE REQUIRED PER 10 SPACES \ `- SCALE o 72 SPACES PROVIDED x (1 TREE/10 SPACES) = 7 TREES REQUIRED " �- PARKING LOT TREES PROPOSED: 9 TREES PROVIDED 1 =2O' . INTERIOR CANOPY REQUIRED: (5S OF 60,213 sf) 3,011 sf INTERIOR CANOPY PROPOSED: 5,664 sf r . b JILU 0 HWY P.B.XII—LANDSCAPING PLAN I ^ I I�vv 1 7 ti / . XII—D237)) SCALE: 1"=30' (HYDRAULIC ROAD) ul rC A nlAl! C! LJCf 1 II C PERMANENT SEEDING REQUIREMENTS COMMERCIAL/RESIDENTIAL MIXTURE ® 175-200 LBS/ACRE KENTUCKY 31 OR TURF TYPE TALL FESCUE (95-100%) IMPROVED PERENNIAL RYEGRASS (0-5%) KENTUCKY BLUEGRASS (0-5%) FERTILIZER: 10/20/10 MIX ® 600 LBS/ACRE LIME: AGRICULTURAL LIMESTONE* 2 TONS/ACRE STRAW MULCH: APPLIED ® 1.5-2.0 TONS ACRE - SMAUt I KCG YLAry I [U HLV ry V n r urtnuu�. rcvw rvvar „i .,.., ...... 4' HIGH BLACK ALUM ORNAMENTAL FENCE- EQ. TO SPECRAIL COMMERCIAL GRADE STYLE SID - RACK FENCE TO GRADE BURY POSTS 24" DEEP MIN. & SET IN CONIC. WALL STACKED RETAINING WALL GRADE AT TERRACE SAFETY FENCE DETAIL SCALE: 1/4'= i'-0' RET. WALL BEHIND WALL DRIP SNOW BOAR[ CORRECT METHODS OF TRIANGULAR BOARD FENCE WIRE & HOSE 4" MULCH EXTENDING OVER BERM BREAK SUBSOIL W/A PICK COMPACTED TOPSOIL FENCE CORRECT TRUNK ARMORING 12" MIN TYPICAL TREE PLANTING N.T.S. TO BE .CHED W/ 'RIVER STONE SIGN LANDSCAPING PLAN SCALE: SIGN LANDSCAPING KEY NO - NANDINA DOMESTICA "FIRE STORM" (DWARF NANDINA) 18'-20' TJ - THUJA OCCIDENTALIS "EMERALD" 64 VL- MUCHARI VARIGATED URIOPE 4Q APPROVED by theemarle County CommuOityNbOevelppmeM epartrnent Date y File F ARB 2007-16 MINOR AMENDMENT 1. ADDITIONAL TREES SHOWN PER ARB LETTER DATED JUNE 26, 2007 2, SITE RETAINING WALLS LOCATED SE OF BUILDING CHANGED FROM (3) WALLS TO (1) WALL. KEY —X TREE FENCING TREE ARMORING ACTUAL CLEARING LIMIT EXISTING TREE UOAK PRUNE 1/5 OF LEAF AREA BUT RETAIN NATURAL FORM. SPRAY WS/ANTI—DESICCANT ACCORDING TO MFR' INSTRUCTIONS IF FOLIAGE IS PRESENT. GROUND LINE TO BE SAME AS AT THE NURSERY EARTH SAUCER W/ 4" — 7 HIGH BERM LANDSCAPING REQUIREMENTS STREET TREES ALONG HYDRAULIC ROAD (EC) STREET TREES REQUIRED: 1 LG. SHADE TREE/35' x 512'= 15 STREET TREES PROVIDED = 14 SHADE + 1 EX. SHADE + 21 ORNAMENTAL STREET TREES ALONG ROSLYN RIDGE ROAD STREET TREES REQUIRED: 1 LG. SHADE TREE/40' x (533'-45') = 12 SHADE TREES PROVIDED = 12 PARKING LOT/ACCESS ROAD ACCESS ROAD TREES REQUIRED (40'0.C.): 8 ACCESS ROAD TREES PROVIDES: 7 I.G. SHADE TREES + 1 EX. SHADE TREE PARKING LOT PERIMETER TREES REQUIRED (40'0.C.): 10 PARKING LOT PERIMETER TREES PROVIDED: 10 c PARKING LOT TREES REQUIRED: 1 SHADE TREE/10 SPACES x 71 SPACES = 7 PARKING LOT TREES PROVIDED = 7 SMALL SHADE TREES c9 PARKING LOT LANDSCAPED AREA REQUIRED: 5% OF 29,320 SF = 1466 SF PARKING LOT LANDSCAPED AREA PROVIDES = 1712 SF (5.84%) o -C CANOPY AREA EXISTING CANOPY = 232,660 SF (85.32%) w REQUIRED CANOPY: 10% OF 272,686 SF (6.26 ACRES) = 27,270 SF POST DEVELOPMENT (PHASE 1) CANOPY = 133,000 SF (48.77%) TREE PRESERVATION AREA ALL LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING TREES SO LABELED ARE TO BE REMOVED. ALL OTHER EXISTING TREES SHOWN ON THIS PLAN ARE TO BE PRESERVED AND PROTECTED. Z LCL L Z LL Q IY 0 CZ L Q IL Z UJ CL 0 LU W Q LU to Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA f 540-829-2590 f 540-829-2591 U U '� �./ / F- r) Q m EO U REVISIONS. _ REV. 06 JUL 07 - TREES REV. 19JUL 07 -RET. WALL REV. 20JUL07-TREE SPACIN( REV. PER COMMENTS 8/7/C REV. 8/7/07 -SIGN PLAN REV. 9/14/07- SIGN GRD'G DRAWN: _ CHECKED: SCALE: 1"= 30'-( DATE: 05-09-0 PROJECT#: 010 LANDSCAPING PLAN PHASE 1 L1.01 QUANTITY SYMBOL BOTANICAL NAME COMMON NAME SIZE TYPE STREET PRKG BMP BLDG ITOTAL AR ACER RUBRUM RED MAPLE 2.5"* 1 SHADE 26 4 6 - 36 QP ZELKOVA SERRATA JAPANESE ZELKOVA 2.5' SHADE - 7 6 - 13 GT GLEDITSIATRIACANTHOS "SHADEMASTER"LOCUST 2.5" SHADE - 6 - - 6 PC PYRUS CALLERYANA ARISTOCRAT PEAR 2.5' SHADE - 7 - - 7 cc CERCIS CANADENSIS EASTERN REDBUD 5' ORN. 9 - - 4 13 CF CORNUS FLORIDA FLOWERING DOGWOOD 5' ORN. 4 - 6 10 BP BETULA NIGRA RIVER BIRCH S ORN. I 8 - - 8 IC ILEX CRENATA COMPACT JAP. HOLLY 7 SHRUB - - 10 10 LC QPH IG LINCERA BENZOIN QUERCUS PHELL IS ILEX GLABRA'COMPACTA' SPICEBUSH WILLOW OAK INKBERRY HOLLY 2' 3.5" 2' SHRUB SHADE SHRUB - - - - - - 12 - 13 - - 12 3 73 - SMAUt I KCG YLAry I [U HLV ry V n r urtnuu�. rcvw rvvar „i .,.., ...... 4' HIGH BLACK ALUM ORNAMENTAL FENCE- EQ. TO SPECRAIL COMMERCIAL GRADE STYLE SID - RACK FENCE TO GRADE BURY POSTS 24" DEEP MIN. & SET IN CONIC. WALL STACKED RETAINING WALL GRADE AT TERRACE SAFETY FENCE DETAIL SCALE: 1/4'= i'-0' RET. WALL BEHIND WALL DRIP SNOW BOAR[ CORRECT METHODS OF TRIANGULAR BOARD FENCE WIRE & HOSE 4" MULCH EXTENDING OVER BERM BREAK SUBSOIL W/A PICK COMPACTED TOPSOIL FENCE CORRECT TRUNK ARMORING 12" MIN TYPICAL TREE PLANTING N.T.S. TO BE .CHED W/ 'RIVER STONE SIGN LANDSCAPING PLAN SCALE: SIGN LANDSCAPING KEY NO - NANDINA DOMESTICA "FIRE STORM" (DWARF NANDINA) 18'-20' TJ - THUJA OCCIDENTALIS "EMERALD" 64 VL- MUCHARI VARIGATED URIOPE 4Q APPROVED by theemarle County CommuOityNbOevelppmeM epartrnent Date y File F ARB 2007-16 MINOR AMENDMENT 1. ADDITIONAL TREES SHOWN PER ARB LETTER DATED JUNE 26, 2007 2, SITE RETAINING WALLS LOCATED SE OF BUILDING CHANGED FROM (3) WALLS TO (1) WALL. KEY —X TREE FENCING TREE ARMORING ACTUAL CLEARING LIMIT EXISTING TREE UOAK PRUNE 1/5 OF LEAF AREA BUT RETAIN NATURAL FORM. SPRAY WS/ANTI—DESICCANT ACCORDING TO MFR' INSTRUCTIONS IF FOLIAGE IS PRESENT. GROUND LINE TO BE SAME AS AT THE NURSERY EARTH SAUCER W/ 4" — 7 HIGH BERM LANDSCAPING REQUIREMENTS STREET TREES ALONG HYDRAULIC ROAD (EC) STREET TREES REQUIRED: 1 LG. SHADE TREE/35' x 512'= 15 STREET TREES PROVIDED = 14 SHADE + 1 EX. SHADE + 21 ORNAMENTAL STREET TREES ALONG ROSLYN RIDGE ROAD STREET TREES REQUIRED: 1 LG. SHADE TREE/40' x (533'-45') = 12 SHADE TREES PROVIDED = 12 PARKING LOT/ACCESS ROAD ACCESS ROAD TREES REQUIRED (40'0.C.): 8 ACCESS ROAD TREES PROVIDES: 7 I.G. SHADE TREES + 1 EX. SHADE TREE PARKING LOT PERIMETER TREES REQUIRED (40'0.C.): 10 PARKING LOT PERIMETER TREES PROVIDED: 10 c PARKING LOT TREES REQUIRED: 1 SHADE TREE/10 SPACES x 71 SPACES = 7 PARKING LOT TREES PROVIDED = 7 SMALL SHADE TREES c9 PARKING LOT LANDSCAPED AREA REQUIRED: 5% OF 29,320 SF = 1466 SF PARKING LOT LANDSCAPED AREA PROVIDES = 1712 SF (5.84%) o -C CANOPY AREA EXISTING CANOPY = 232,660 SF (85.32%) w REQUIRED CANOPY: 10% OF 272,686 SF (6.26 ACRES) = 27,270 SF POST DEVELOPMENT (PHASE 1) CANOPY = 133,000 SF (48.77%) TREE PRESERVATION AREA ALL LARGE SHADE TREES (6" CAL.) IN THE PROPOSED FRONT LAWN AREA (ALONG HYDRAULIC ROAD) ARE TO BE PRESERVED. ONLY THOSE EXISTING TREES SO LABELED ARE TO BE REMOVED. ALL OTHER EXISTING TREES SHOWN ON THIS PLAN ARE TO BE PRESERVED AND PROTECTED. Z LCL L Z LL Q IY 0 CZ L Q IL Z UJ CL 0 LU W Q LU to Dex A. Sanders Architect 16102 RACCOON FORD RD CULPEPER, VIRGINIA f 540-829-2590 f 540-829-2591 U U '� �./ / F- r) Q m EO U REVISIONS. _ REV. 06 JUL 07 - TREES REV. 19JUL 07 -RET. WALL REV. 20JUL07-TREE SPACIN( REV. PER COMMENTS 8/7/C REV. 8/7/07 -SIGN PLAN REV. 9/14/07- SIGN GRD'G DRAWN: _ CHECKED: SCALE: 1"= 30'-( DATE: 05-09-0 PROJECT#: 010 LANDSCAPING PLAN PHASE 1 L1.01