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Home My WebLink AboutSDP201400056 Plan - Approved 2014-09-26E C 3 c 0 a a� O 0 C4 0 of N a c I Elk 9 U Q 0 �t- N r EX. SYMBOL LEGEND NEW ------------- BENCHMARK /FFE 10 C BOLLARD 0 O BORE HOLE O ❑D BUILDING COLUMN n - - - --R/W— BUSH BOUNDARY RIGHT -OF -WAY © CABLE BOX BUILDING SETBACK FLUORIDE CEMETERY BUSH LINE BC CONIFEROUS TREE FL OHCT DECIDUOUS TREE OHCT BF ENTRANCE DOOR v UGCT DRAINAGE INLET GRATE ww © DRILL HOLE Q D ELECTRIC PANEL BOX Qf HE ELECTRIC PEDESTAL E D ELECTRIC TRANSFORMER ❑f VE ELECTRIC MAN HOLE V HANDICAP FIRE HYDRANT EASEMENT SANITARY SEWER BOV FLAG POLE EASEMENT STORM © GAS MAN HOLE - - - - GM GAS METER GM EASEMENT UTILITIES GAS VALVE SANITARY SEWER MANHOLE © GENERATOR ID INNER DIAMETER GROUND LIGHT FENCE BARBED WIRE Q� GUY POLE -{D INVERT HANDICAPPED PARKING STANDARD ❑H HEAT PUMP HH 0 IRON PIN 0 FENCE WOOD LIGHT POLE IPF IRON PIN FOUND FENCE WOVEN WIRE Ela-Cl CMP LIGHT POLE (WALL MOUNTED) 01 1(55 MAILBOX TOB 0 MONITORING WELL LAT ■ MONUMENT FOUND OHE UGE MONUMENT SET Q 8 PANEL POINT 8 C) POWER METER LT Q� POWER POLE 0 -6 ROAD SIGN -o-Q- PAVEMENT ASPHALT SANITARY CLEAN OUT TYPICAL �S SANITARY SEWER MAN HOLE 0 S�P SIAMESE CONNECTION FM SANITARY FORCEMAIN SIGN NIC SAN SPRINKLER HEAD SAN �D STORM DRAIN MAN HOLE tQD NOT TO SCALE TRAFFIC LIGHT POLE rol EL TELEPHONE MAN HOLE QT TOPO MAJOR CONTOUR TELEPHONE PEDESTAL VEHICLES PER DAY e TELEPHONE POLE $ Z TELEPHONE JUNCTION BOX OHU TP TEST PIT 6m z TRAFFIC CONTROL BOX 0 1:1 TRAFFIC JUNCTION BOX DI A TRAVERSE 0 H UTILITY MARKER POST PS CO-) UTILITY POLE Ccb O VENT PIPE O O WATER MAN HOLE WOVEN WIRE FABRIC ATE WATER METER PVMT PAVEMENT WATER VALVE YARDS �W WELL YARD GRATE EXISTING LINETYPE LEGEND ABBREVIATIONS NEW - - - —R /W— - - —R /W- — — — --R/W — — —R /W- > > > —0-0-0-0 FM FM w w AFF ABOVE FINISHED FLOOR BUILDING OVERHEAD ------------- - - - - -- ADJACENT PROPERTY LINE - - - —R /W— - - -R/W- ADJACENT RIGHT -OF -WAY - - - - - - BUILDING COLUMN - - BOUNDARY PROPERTY LINE - - - --R/W— - - —R /W- BOUNDARY RIGHT -OF -WAY ARV - BUILDING SETBACK FLUORIDE RT BUSH LINE BC BACK OF CURB FL OHCT CATV OVERHEAD OHCT BF UGCT CAN UNDER GROUND UGCT SAN OHT TELEPHONE OVERHEAD OHT GALV UGT TELEPHONE UNDER GROUND UGT > > > DITCH CENTER LINE HORIZONTAL BEND SD EASEMENT CONSTRUCTION AND GRADING BK BACK EASEMENT SLOPE HANDICAP SQ EASEMENT SANITARY SEWER BOV BLOW OFF VALVE EASEMENT STORM HIGH DENSITY POLYETHELENE - - - - - - - - EASEMENT STORMWATER MANAGEMENT CABLE TELEVISION HOPE EASEMENT UTILITIES SSMH SANITARY SEWER MANHOLE CG EASEMENT WATER ID INNER DIAMETER STA FENCE BARBED WIRE X X X INV INVERT GUARD RAIL STANDARD CL 0 -0-0-0 IPS FENCE CHAIN LINK STL STEEL FENCE WOOD CHAIN LINK IPF IRON PIN FOUND FENCE WOVEN WIRE SIDEWALK CMP GAS GAS UNDER GROUND GAS TBA TOB TOP OF BANK TOB LAT OHE ELECTRIC OVERHEAD OHE UGE UGE ELECTRIC UNDER GROUND LINEAR FEET TC TOP OF CURB RAILROAD CENTERLINE CORRUGATED PLASTIC PIPE LT LEFT TS &V STREAM CENTERLINE CY CUBIC YARDS MH PAVEMENT ASPHALT TYP TYPICAL D.I. - ROAD CENTERLINE - UG FM SANITARY FORCEMAIN FM NIC SAN SANITARY SEWER SAN DIP DUCTILE IRON PIPE STORM SEWER NOT TO SCALE .: VERTICAL BEND EL ELEVATION O.C. TOPO MAJOR CONTOUR VHD VEHICLES PER DAY TOPO MINOR CONTOUR ELECTRIC PE TREELINE W OHU UTILITY OVERHEAD OHU PGL UGU UTILITY UNDER GROUND UGU EOTL W WATERLINE W — — — — — — — — WETLAND LIMITS ABBREVIATIONS NEW - - - —R /W— - - —R /W- — — — --R/W — — —R /W- > > > —0-0-0-0 FM FM w w AFF ABOVE FINISHED FLOOR FF FINISHED FLOOR R= RADIUS AHD AHEAD FH FIRE HYDRANT RCP REINFORCED CONCRETE PIPE AOSE AUTHORIZED ONSITE SOIL EVALUATORS C -102 FORCEMAIN REQ'D REQUIRED ARV AIR RELEASE VALVE FM FLUORIDE RT RIGHT BC BACK OF CURB FL FACE OF CURB R/W RIGHT OF WAY BF BLIND FLANGE FOC GALVANIZED SAN SANITARY SEWER BFF BASEMENT FINISHED FLOOR GALV GATE VALVE SBL SOUTH BOUND LANE BM BENCH MARK GV HORIZONTAL BEND SD STORM DRAIN BK BACK HB HANDICAP SQ SQUARE BOV BLOW OFF VALVE HC HIGH DENSITY POLYETHELENE S.S. STAINLESS STEEL CAN CABLE TELEVISION HOPE HOOK SSMH SANITARY SEWER MANHOLE CG CURB & GUTTER ID INNER DIAMETER STA STATION CIP CAST IRON PIPE INV INVERT STD STANDARD CL CENTER LINE IPS IRON PIN SET STL STEEL C.L. CHAIN LINK IPF IRON PIN FOUND SW SIDEWALK CMP CORRUGATED METAL PIPE JB JUNCTION BOX TBA TO BE ABANDONED CO CLEAN OUT LAT LATERAL TBR TO BE REMOVED CONC CONCRETE LF LINEAR FEET TC TOP OF CURB CPP CORRUGATED PLASTIC PIPE LT LEFT TS &V TAPPING SLEEVE AND VALVE CY CUBIC YARDS MH MANHOLE TYP TYPICAL D.I. DUCTILE IRON NBL NORTH BOUND LANE UG UNDERGROUND DIA DIAMETER NIC NOT IN CONTRACT UON UNLESS OTHERWISE NOTED DIP DUCTILE IRON PIPE NTS NOT TO SCALE VB VERTICAL BEND EL ELEVATION O.C. ON CENTER VHD VEHICLES PER DAY ELEC ELECTRIC PE POLYETHYLENE W WATER EOP EDGE OF PAVEMENT PGL PROFILE GRADE LINE WL WATER LINE EOTL EDGE OF TRAVEL LANE PROP PROPOSED WM WATER METER EQPT EQUIPMENT PS PLANTED STONE FOUND WT WATERTIGHT EQPT EQUIPMENT PVC POLYVINYL CHLORIDE WWF WOVEN WIRE FABRIC ESMT EASEMENT PVMT PAVEMENT YDS YARDS NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. SHEET NO. DRAWING NO. TITLE 1 OF 7 CGO01 COVER SHEET 2 OF 7 C -101 OVERALL PLAN 3 OF 7 C -102 EXISTING CONDITIONS 4 OF 7 C -103 SITE PLAN 5 OF 7 C -501 DETAILS NOTES: 1. OUTDOOR LIGHTING WILL BE ACCOMPLISHED THROUGH WALL PACKS MOUNTED ON THE EXTERIOR OF THE PROPOSED BUILDING AND WILL MEET COUNTY LIGHTING REGULATIONS. 2. HORIZONTAL DATUM: NAD -83 3. VERTICAL DATUM: NAVD 88 4. ACREAGE SUMMARY: TOTAL PARCEL = 172.20 ACRES FLOODPLAIN = 137.20 ACRES f UPLAND = 35 ACRES f 5. ENTRANCE CORRIDOR: PARCEL IS NOT LOCATED WITHIN AN ENTRANCE CORRIDOR OVERLAY. 6. JURISDICTIONAL AREA: PARCEL IS NOT LOCATED IN THE WATER AND SEWER JURISDICTIONAL AREA. 7. FLOOD PLAIN: THIS PROPERTY LIES IN AN AREA DESIGNATED AS ZONE X (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOOD PLAIN) AS SHOWN ON MAPS BY FEDERAL EMERGENCY MANAGEMENT AGENCY. 8. STORMWATER MANAGEMENT IS TO BE PROVIDED ONSITE BY USE OF BIOFILTER(S) /DETENTION BASIN(S). 9. BUILDING USAGE IS ESTIMATED AT 30 PERSONNEL PER DAY. I I ki4 INITIAL SITE PLAN �,y N1 _t� �O J� SITE DATA 5 L/ Y04 `JEFF ARSON Ak LAND OWNER: THE RECTOR & VISITORS OF THE UNIVERSITY OF VIRGINIA P.O. BOX 433726 CHARLOTTESVILLE, VA 22904 -4726 (434) 982 -5914 ATTN: CHARLIE HURT EMAIL: CHURTOVIRGINIA.EDU DEVELOPER /APPLICANT: THE COUNTY OF ALBEMARLE 401 MCINTIRE ROAD CHARLOTTESVILLE, VA 22902 -4596 (434) 872 -4501 ATTN: N EALE CRAFT EMAIL: NCRAFTOALBEMARLE.ORG ENGINEER: WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE CHARLOTTESVILLE, VA 22911 (434) 984 -2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET os ,lit Mv"-;'D ra= ALBEMARLE COUNTY DEPARTMENT APPROVAL: LOCATION MAP NROAo R�CHMOo APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING /ZONING ENGINEER INSPECTIONS APB DEPARTMENT OF FIRE & RESCUE ALBERMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT z 0 _J ate, SCALE: 1 " =2000' �O A01 LO% Ro PROJECT SITE SITE DATA (CONTINUED) SOURCE OF BOUNDARY SURVEY: SOURCE OF TOPOGRAPHY: SOURCE OF FIELD SURVEY: COUNTY, STATE: MAGISTERIAL DISTRICT: WATER PROTECTION AREA: TAX MAP /PARCEL: ZONING: OVERLAY DISTRICT: OTHER DESIGNATIONS: EXISTING USE: PROPOSED USE: TRASH: YARD REQUIREMENTS: BUILDING HEIGHTS: BUILDING GROSS AREA: PROJECT AREA: IMPERVIOUS AREA: PARKING: REQUIRED: PROVIDED: 64 0 _J z 0 z ALBEMARLE COUNTY GIS WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: MAY 15, 2014 WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: MAY 15, 2014 ALBEMARLE COUNTY, VA SCOTTSVILLE PARCEL IS LOCATED WITHIN THE MIDDLE RIVANNA RIVER WATERSHED, WHICH IS NOT LOCATED IN A RESERVOIR WATERSHED. TM 93, PARCEL 7 RA (RURAL AREA) FLOOD HAZARD SCENIC BYWAY SHOOTING RANGE, AIR STRIP & HANGER FIREARMS TRAINING FACILITY, AIR STRIP & HANGER ON -SITE TRASH CONTAINER FRONT: 75' (EXISTING PUBLIC ROAD) FRONT: 25' (INTERNAL PUBLIC OR PRIVATE ROADS) SIDE: 25' REAR 35' MAXIMUM BUILDING HEIGHT: 2 STORIES, 35 FT 19,861 SF 141,656 SF 40,080 SF (0.92 AC) 28% (NOTE: THE PERCENTAGE IMPERVIOUS IS BASED THE "PROJECT AREA" AS SPECIFIED ABOVE AND SHOWN ON SHEETS C -101, C -102 & C -103.) 30 SPACES (2187 SQ.FT. /75= 29.14) BASED ON CLASSROOM ASSEMBLY AREA 30 SPACES (INCLUDES 2 HANDICAPPED SPACES) WWA FILE NUMBER: 214032.03 CLARK*NEXSEN 213 SOUTH JEFFERSON ROANOKE, VA 24011 540982.0800 FAX 540.982.1183 WWW.CLARKNEXSEN.COM t w'... wtvan'71, W,,iwfj ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net fr W z w U z_ z O Q d7 N a VJ > (n Q W "'' O fr U z 0 O 75 O W O fr N CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description COVER SHEET CGO01 SHEET 1 OF 5 I !// -... / _� — /�—. / -_ \J \ \ I \ I \\ -.�,\ -- I L� / �/— -� I \ \_ � \ \ \ \ \ \ \ \ 1, / /I/ - / / X I ` I \I — � \ 1� �_ /\ / / \ \ �' U L-'- --__I / C,� / /'— __.. - -, / /.% / ( I---- , - - � J �- _� \ / l` -_ -_ 1 \ - -- I 1 \ \ 1 1 ) \ 'l_ 1 p / /, /, ,/ / I I \\ \ to \ / 1 \ \ \ �\ ) 1 I `\\ \- S \ --,_/ / /i __" / / \ 11 / , __ - -�\/ 1 \ \\ �\ / / \ \ \ / \\ �� I / \ \ \ <•. -1 \\ \ \ \ \ \ \ \ \ \� / / /) / / / / / ! /I A,\ \� / ' �` - - - - - -/ r / % ) , / - / // ) ) // / // - \ __\ \ I /` � \ tip/ \ T.� 1 \� \ '1 r� / \��'''`�. `,\ I \ - I\ 1 1 I 1 \ / / / / / �. / /�/ I I \ \__ \ - > / - -- / I `_ -- // / z� i/ 1 / \ �// \ / \ \ \ I i / �� 1 \ ` �- \ \ \\ \ \ I (Ij 1 ` / / / / i \ \ /1 ( \-� \\_ � \ / I �- - - - \\ / �� // �/ // �f - I I > . \ \ \ I I / / 1 I / / r _ \ ! , \ _ - \ \ � _ � - / / / ,,r' 1 If ) " / , // -1 \ / / \ \ \ ^ -- / ( ............... 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I \ / \\ \ _ \ \ � ` / - - _ \ - � _- / 1 ) \ \ ` \ / / / / :/ \ \ � �- - ' - ! l I � I / / / USE: RESIDENTIAL / •� / \\ \�� \ � . � \oo' \\ // I \ / � (^ 1 I I !/ \ \- / / ; I oe - -1 r� / / /// / / / / �� / ,/ ! :'/ v v v�..� I vv � y /v� v - vv v,- v , T/' � I �� I�� // - - ! v / / I/ / /// ( / / ! 1 1 !l / / .:! ! \ \ \••\ \ \� \ \\ \ \ \_ �l/l l � l r 1 — \ T ( I /�� \ \ \ c /!: / �// I // // � , , I .1 I \ 1 I ll I I I \ I \ \ -• / / \ / I I :7 \l \I \i \\ � I\ \� \ -\ \\ \\ ` / 1 1 I II I ( AME E r I / D OAD \\ \\ `\ `\ �\ \\ \\ `\ / / , i /( / !/ / \. / �/ I :I I I I / J \� \� ` \ \ r I I \ I\ ( / /f \ / \ / \ \ \ \ \ \ / __l/ r \� / ' I I ;l I / / / / /: - - \ \ �. \\ \ \ \ 1 �\ \ \ \ \ _\ I I \ \ \ \ \ \ ) / I / � 11 I I / \ \ \ \ \ \ \ 111 / I \ I / / '; \ \ \ ''• \ \ \ I \ \ _ 1 1 I \ Q \ \ / \ - \ / \ \ \ 1 I %/ / / _ / / / 1 I �// \.,\ \ \ \ \\ / 11 '\\ l \ ki \ ( t` 1 / /// /�/ - \ �� \ \ \ \\ \ \ �_, I I ( I 1 \ 1 \\ ;6 \ \ \� \ �\� \\ \ \ \ \\\ I II II/ / / // ,� / / /// 1 I I \\ \• \ \ \ J� \ I I 1,' / /� \•, \ \'1,. \ I l 1 \ \ \ - _� \ / \ 1 \ I /: / / / / / ' I / \ \ \ \ \ \ \ \ \, \ - / \ \ 1 • / TMP 93A 1 E / \ \ \ \ \ \\ \ \ \ / / \ \ \ - - I I / ,\ \ I I l COUNTY OF ALBS ARLE VfR IA / \ /" - `\ \ \ \�..\ \ \ \\ \ - -/ / \ \ - I I / � \ \ r 1 1 I I / / / D.B. 4096,�PG/ 1 / � // / \ \ \ \ - _ \ \ - _ I I I, -.-� ' I j I ( (. I \ ZONED: R� of / ' / _ - -� \ \\ \ \ \\'\ \\ ` \ \', ,- \�\ /I/ / \ 1 \ \\ \ \\ \I \ \- \ \ / ) I /I I J: / USE.• UNAS)S D /, // /, _ -- I / ,/ \ r \\ \\ \\ \ \\ \ '\ \ I \\\�_� -, -j, �/ /, /� l� \\ \ \\ \ \ I__`\ \ \ _ - �c 1 /7/ /,1 ,I \ �/ // / /� / !! ,/ // \ \ \ \ \ \ :. \ \ \ . /' / - ,- i / � ,- / / ) \ \ \ \ I \ \ \ \ \ / / // �/, / / / i - � / 1 _ / / :•' / / I \ \ \ \ N. \ \ \ -1 �- /— -/ / \/ / \ \ \ \ \\ \ \ /// // / / . / / - I I ) \ \ \ �• \ \ 1 I- : / / / , / �l / / / � - \ \ \ I ) \\ \ _ ! // / // / / / / //_,_ / / / / \ /l / / / I1 , / �/ // /^ I \ \'. \ \ f I / / / / \ \ \ \ \ \ \ \ // / / __� / ' 25 SIDE BUILDING SETBACK ` / /' :.:.:.- 1 / / // - - -/ / ! I1 / / \ \ \ \ \ \ \ \ \ \ \ \ /// / / / / / �.• - - -� 1 / / / // I / !: I \ \ \�' III // / I \ \\ \ \ \ \\ \ \ \ \ \ \` \1 _,/ ' \ \ < /// /// 11 l: \ � /'�� / / /// ' � /' / ' i \ II 1 // / / / // // / / / / ' \ \• \ \i`� 1J P 1 \ \ \ \ \ 1 \\ \..- /l /// // /. / / / - - - - 1- T/� - - +. / / // / / �_ -- // /// �/ �'j I \ \ \ \ \\\ i \ �' \ P \ \ \ \ 1 \ \ \ I \\ �\`\ /'` / \ ✓ //� / / //. ,' // // ' /� /�.• / / ~ / / , / / / \ \- ///// // <' i \ \ \ \\ \ \ \ - ^\ \ .� \ \ 1 I ( \ \\ �`�\ \- / / /�- \_- /j / /// � // �/ �j /' / �!'' // / I II ! / /',/ ,/ // / \ ( \ \ \ \ \ \\ \ \ \ V_ - \ \ � \ \ \ \ \ \� —/ // 1 -- - / / / . / / / 35' REAR BUILDING SETBACK / . / / / I / :, / / / \ I- \\ �, `�` .� \ \ \ \.\ \ \\ \ // \ \ 1 \ \ \ \ \ \ ) \ \ \\ \\ / //� 1 /�!,� / i j° , /// ' / /!' / / I \ I / ✓ / // // // / \ \ \ , \ \ . \ \ \ � \\ \ \\ \ i / \ \ I \ \ \ I I \ \ � J / / / �-...- _...� y / �� So` / / / / , / \ 1 I ( f / / / - / / \4-.. — � \ \ \ \' \ \ \ \! \ \\ \ \ \ \/ \� \ \ -10! \ \ \ \ \ � \ \ \ � \� -/ / _-_ -- // / �:�� / / ,�'' / I \ \ I'1: I / / / / - - - -) �_- \1 \\ \\ \ \\ \\\�\ \ \\ \\� / /'\ // 1\ \ \ \\ \\ '9 �' I \I\ \I \I I \ \\ �\ \___ . / // �' . / / j' ' // /' \ \ \ 1 \'.1 I // / C \ \ \ \ \ \ \ \ \\ \ F \ I 1 ) f ___ / / // - /_ I / ' \ 1 1 \ \' :� \ \ l / // / // I \ \ \ \\ \ \ \�,I/ / \� \\ \ \ \ \, \ �0 \ // / / / I I / �' I / %/' ( /�' /' / -- \ 1 1 1 \\ � \ \ \ \ 11 1 \ — — / _— --'� // _ - —) \ \ \ \ \ \� / /\ \ \\ \ \ / /— - �.i/ � j / %.•+'-\�" // —��/ -� �— _'� // / � I IQ ' ,/ •/ / \ \ \ •' \ \ 1 \ \ \ \ \\ \ ` // % \ 1 / / � � _ _I I \ <..- . \ \ I \ \ / / / / / / /— � / - .i ,- / / / / � / •k. ' / / \ \ \ \ \ \ \ I, - - - -\ I \ -"j'� './ II II \ \ / / / / / /i,• / � IL_ / / / O / .•/ TMPI93 -58A1 \\ \ ;\ \ \ \ �: \ \\ \ `\ \ ' I / Nl�'CFIMANN, WIL lAM J OR MARY ANN \ \ 1 !/ / / — \ \ \ I ( \ i� 111'1 -- / / / -�- �i/ l / \ ) l � \ • K < \ \ \ / / / i / / / fit/ / / D. B. 9 7 PG. 733 \ \ \ \ ` 1 / / i J �� / 1 \ - / - ` \ L \ \ / � / /- -..� - - - f _" /* TMP 93 -7 Q \ 1 . - i I - - - - �\ / \\ \ -••.�\ \ _ //'''�� - - - - �/ ' / �c/ / ! US12,: D �NTIAL \ \ I / \ I / \ - \ � - - _ � / �.. / - / THE RECTOR &VISITORS / \ \ \ I / �� \ ^ V / _ �\ _ � `�� r _ �- - _,,, -/� / / �' / OF THE UNIVERSITY OF VIRGINIA Z`� \ I ;1 I / - / _ _ \� ^1 \\ \ \\ ` - - - ` _ - 1-11 _''✓ / C/0 OFFICE OF SPACE & RE MGMT / / / 1 \ I :1 \ . / - ` 7 /�' ) \ �� \ \\ J - - I ��' \ D.�. X46 PG. 515 _ - - / / I \ ( i \ I I I I I I I r �\ \� - i /* ��\ -' \ ZONED: RA- - - - - - - -- � // k• // / \\ I \\ I I i.l I I I 1 /J/ ;.• /) r-) // /�' /___ / \ - -- USE: PUBLIC I / / \ I � I I',I I 1 1 / � /// �/ / /,/ f� - - - -- - t r II // /�' / \\ \ I :1 II I,\ II 111 1 (/ __ i.'i C.-- -/ /-- -.- --- __--- I'I -- / / - � 11 \ � -'" _ _ - - - - \ I I I - � / / / I / / / / \ \ 11 1\ : \\ I I\ : \ \ \\ \\ \\ \ _ - - /// / /� -'/ /- ` - \ I I \ \\ I // / // /' \ 1 \ \ \ \� \\ \\ \ \\ \ \\ - - -J 1 I \ / / ' / 1 \ \ / / �2 /� / / � /,- - ❑ I 1 25' SIDE BUILDING SETBACK \ \ j VZ / ! , // \\ -- -1 _ \ \ i \I \ \ \� \\ ,/ �' �% / - - I � II ,) _ _ - - \ 100 YEAR FLOOD PLAIN I \ // I ! / —_, \ \ \ 1 \ \\ 11 1 � \ \ // / / � / I I I ! / / / - -- - _ \ AND SEWAGE SYSTEM SETBACK I , I ' I /, / \ f\ \\ \\ I `� 1 1 \ I I ........ / /j /'✓ ��/ ! / // =p / I ! �/' \ \\ \\ 1 11 1111 \ 11' / , // �i / -�/ \ SALIBX� ETHAN N OR SUSA A I / I /� - - - - -- \\ / /// /// l l I l I \\ \\ \ II II 1 1 \ \ 11 \ \I / / I / \ �' \ / / I 1 / �_ -r-/ / //J /' \/ \ D.B. 1947, PG. 078 ! \ I :/ - -_ - I .\ \ 1 �/ // // /l / � - _ -_ __ -- . - . RA �/ l \ � :I 196' )I / /// // I 11 \I \ \\ II: 111111 \I -/ / /,- U SI \ IAL / I : I / ! I \ \ '. :I I \ ' ,/' /// //' / /i/ . - ••- \ // / j :I - - -- - ® \ 1 // I I I II I I \ \\ \\ \� j ' �;,,I� Y / , / /�� , / / � r , I // / � �- - � \ \ ....... , � r- \ I / . I / � TMP / 93 -58A I / 1 \ \ \ :\ \ \, T - - / / / /' 1 / / ..: ' I / / / 1 RREGJOML MR MS 143' - \ — - - ` _ _ _ _ _ / 50 SEWAGE I / NITCHM N, WILLIAM JI ! I \ : \ ` \ \ /�� / / /:.: - - - -- �____ I I / / / // I , - - - - -- \ I /SYSTEM SETBACK I / oRMARY ANN i ! I ) / \ TRAINING CENTS \ / / / \ \ / / I ,� / / ' / / / / / : ''� � - - _ \ - � ! lI I ,/ `/ /l ^ \ ` `...... / / I , G:. \ \ 1 /, / / D.B. ZONED: PG. RA 015 1 / / ,/ , / // \I \\ // / . - / I / / / i - - - - - PF�OJECT AREA _ I ! / l // ' / iISE AGRICULTURAL \ / / / 1 l \ �/i / I / / . 1 //C // - -- _ -- - \\ I - 161 - _____- II �_/ �l \\ / / -_ - - -1 I / � 1 \ I \ 11 / / I / / - -\ l I /---.i /- \ I ..• \ / / , I \ \ \ B / // / ! �.! ' / /' \ I l 1 / / / \ .''' `\ 75 FRONT BUILDING- SETBACK I /' - - - -' I / I I\ \ . `\ 1 11 /i // / // . 11 11 / \ _ 11 -_ \ ! / 1 I / I 1 \ \ \ I /' / / \ / O / /' / - 1 / \ / - -- �\ `_ / > .�./ - _0 O\ / // - --/ • / / •/ / - -- / —\ ` \---� & � — \\ I I / \\ \ // `\ / 11 / — / / / - -- \ — _ _ — — — — — — � / I I // /I/ h/ / //' / /// � ' / /'/ /,/ ' - - - -- I \ \\ '/ - - - - -- - ILTON RQA \\ — — — — — — — — _ — / / I_ \ �` - / ' / / / / - - ` \ \ I / / \ \ I TMP 93 -21 \ \ / j �/ �// /�/\ / - \� // // // I ,�'/ / / // // - - -- -- -- - - - - -- \ ` �� \11 !/ / - - -- �- \\ \\ \ 1 / / I \ \ I I PINTAI4- ND TRUST; \ // // /,f'' // / // � / / / C_ - - - - - -- \ I. /:' /, /,/ / / // J _ -_ - - - - - -- \ TM)P 93' 5B1 f / \_ - - \ \\ \ \ \ ( , / \\ I I I RALPH E AI JR TRUSTEE \ /I , I \ / / / / / / / \ \ '• I ),..-/ / / - -- \ MILD, J ET M I I - - AMP -93= 65A \ \ \ \ \ 1 / - W \ I I D.B. 3\45, 390 \ / - - _ \ / / / ___ ___ \ \•. / / / - - -- \ I / \ \ I TMP 93- 6A / I \ - \ a / / / / / / / / / \ 1 , ;/ , / / `/ - _ - - \ \� D.B. 4 58 PG. 18 ( 1 BERNE, CORDON i��VID 93 -66 : TMP 3 TMP\93 -6 ZO E R \ \ / / / / / / / I - - \ \ 1 . 1 / / / / T P 5 -63 - - - - \ \ \ ZONE RA I I D. 4032, PG. 206\ \ \ I ' I MALIKIAN, �NN I \ \ \ I \ 3 / / I �- CU BE VID OR PATRICIAN BFREWER 1�H D J OR NNtE -M- HARTRANFT, RICHAR'D J OR D KAR N USE: REST NTIA� \ \ �p �. / / / / / - \ ! / / - - \ \ I I / -- \ \ \ OR CHRI TOP R - -_ \ N / : .� / / / / /'� , , , , / / \ \ \ ) I : I ! h / / /S/CHOENI GERA�FJ P _ - \ \ SE: R� I �NTIAL I I I ZONED: RA \ \ . . 3 8 PG. b73 - -0.B. 3, G. 1 19 p.8. 121 1, PG. 596 \ \ \ \ _ ! \ / ! / DI. 1477, ,P6 171 \ I I I \ RE ENTIAL \ \ \ ED: RA I D.B. 399 PG. 9 ONED: RA \ ZONED: RA \ 1 1 1 \ I \ -) / I / : / I / / / / / \ \ l l: I :' / / _ - TMP � 64\ \ \ j I \ \ \ ZO D: RA \ I \ /.,- / / / \ , / \ l / / ONEO: RA \ \ I \ \ U / / / / / I / / ; I / �' / / I- �GIiFIENIG, GE?AL� P \ I I \ E\SIDENTIAV_ rh RESID NTIAL US�. \RESIDENTIAL \ \ / l / / / / / / / / // / ! 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I / ''•! /!' / / / ! / I \� \ \ \ �\ , / I / �. / / / / / / \ \ \ \ -- -� \ \ \ \ I i /--- / / ! / / / /- / \ \ \ \ \ / / I: nj / / / / / / / / / \ \tom \ \\ \ \ \ // / \ \ \ / \ / / /../ ,_ / \ \ / / / / \ / , -- \ � \ \ \ \ / \ \ \ i I � I/ / {' ! / / / / ! \ \ / 11 // / // \ \ \ \ \ \ �, \ \ \\ / \\ \\ I \ \\ / l L / / ' / %'/ ��_— - - � ! ,' -`\ - - NOTE: THE BOUNDARY, TOPOGRAPHY AND /' / 1 11 .._ / / / / / / / \ \ \ \-1- \,- / \ \ \ / / / \ \ / I: / \ \ \ \ /\ \ \ \_/ / / / \ \ ,' /� // _ ,/ ,' ,' /,,', ;� \ \ \ \ \ \ \ \ \ \ \ \ / / ` \ \ \ / TMP 93- 6// \____ -'/ -f ,: , , / �/ / // /- , , \ \ \ \ 100 YEAR FLOOD PLAIN SHOWN ON THIS \ C / / /' -- \ / / / -/z \\ \ \ \ \� \ \\ \___ '1\ \ \\ `\ —_' / \ 1 \ `\ KeEZE, R TODD /dR URSU � /// � ,/.: / l '/ r . /11 ,/' / / - - - -- /' \`'\ ` ` \\ \ -- SHEET ARE FROM ALBEMARLE COUNTY GIS. ` 11: 0 / , / / \O / / / / / / \ \ \ \ \ / I I 1 D.B. 181,46-, PG. 307 i / • / / ( I I 1 .. / ( \ \ A / /\ / \ \\ \ \ \ \ \ ` \ ` \ \ / / / I I 1 USE. RESIDENTIAL ' / / / ( _ - - I \ 1` \ 'II I / ' / \ \ \ \ \ \ /' \\ // \ / / / / / \ \ I I \ 1 Q / - \ \ I / \ \ \ \ I I / ` \ : 1 E `' /' / / / // // / �� " - -- \ 1 ) I \I I /_� \ \\ \ \_` \\ \\ `\ / I I \ #-11 \ 1 1 l ;� i I a I I / \ \ \ \ \ 1 I i \ l I ` I o � ,/ // / / ,/ / // - �� // I I I / / \ \ \� \ \ \ -- / I \ 1 \ \ / _ - -- : \ - - - -- I 1 / \ \ \ \ \ \ \ I I` // \ / I \ I I / / � / � // / / / , I � \ \ \ ` \\ _ - -� I I I r / \ \ \ \ `\ / \' \ I � I ) I / -- -_ \ \ \ \ \ / \ \ I I ' '' / / / / / / // ,/ / I I I \ \\ \\ \\ �`� / / ^\ I I y I \ 1 \ \ I �� // -- -\ \\. I I .1 I ! I I \\ \ \ % / \\ \ \ I �\ I I: I i, / i /// / / / /' / ) / I I I I /- , ` \ - \ \ \ i \ \ /' \ /:/ ! 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U E E % 1 ?"-- r 04 � _;L4 "Ill I 1AL Im � ENGINEERS SURVEYORS PLANNERS AsSOCIATES. PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlouesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net It W z W U V _z Z O ), d rr N Q C/) > G - to w 0 O Cz U_ I_- U 1 -6 it z C: O ° (D W O O Ir N CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description OVERALL C -101 SHEET 2 OF 5 1AtA�7 I(r_�p PJ4 CLARK*NEXSEN 213 SOUTH JEFFERSON ROANOKE, VA 24011 540.982.0800 FAX 540.982.1183 WWW.CLARKNEXSEN.COM • vd vv.-a A 4NAL: AM ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Charlottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.ww,,tssociates.net rr W z w U I� z Q N � C\j G > U) W O fr L Cz _ L U Q � z o _ (D 5 W o o fr N CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description EXISTING CONDITIONS C -102 SHEET 3 OF 5 CLARK*NEXSEN 213 SOUTH JEFFERSON ROANOKE, VA 24011 540.982.0800 FAX 540.982.1183 WWW.CLARKNEXSEN.COM r • sy -V-,- - w� A %Z�I�ONAL rr W F- 71' w U z z N Q rr- z N O Q U) > 75 G 6 rr .� w 0 O L L U J -6 Q rr- z O ° (D w o o N CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description SITE PLAN C -103 SHEET 4 OF 5 �NF Illu/ij E X C 0 3 1 U C.)I O c a a a� cn ,o O 01 O N c 0 0 0 N • • • - r fir• �r� � •� ��,1i� +�� l..J% ww�:.� �!7..� �•l.� �!S -.!% 1 11 I1= 11= 11= 11= 1� =11m - 11- 11= 11= 11 =11= �- -' "i � - X11= 11�11�I1�11�IhIL�11�11: •' • • NOT TO SCALE 1.5" SM -9.5A ASPHALT////////] r / / / / /// 3" BM -25.0 ASPHALT 6" VDOT 21B 0 0 PAVE OVER PRIME AT 0.4 GA /SY LIGHT -DUTY PAVEMENT SECTION DETAIL- PARKING LOT AND SPACES NOT TO SCALE CG -12 GENERAL NOTES: 1. 2 1.5" SM -9.5A ASPHALT 2.0" BM -25.OA ASPHALT 6" VDOT 21 B 00 C 0 0 PAVE OVER PRIME AT 0.4 GA /SY -I PAVE OVER PRIME AT 0.1 GA /SY APPROVED SUBGRADE - CONTRACTOR TO VERIFY DEPTH OF 21B MEDIUM DUTY PARKING LOT ASPHALT SECTION DETAIL NOT TO SCALE THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 3• SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING 'PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN 13E CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A -4. 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1/2 ". 6: CURB t CURB' AND GUTTER SLOPE TRANSITIONS ADJACENT ARE INCLUDED IN PAYMENT FOR CURB f CURB AND GUTT 7= CURB RAMPS ARE TO BE UX BY THE ENGINEER. THEY ARE AN ACCESSIBLE ROUTE WITHM SHOWN ON PLANS OR AS LOCATED 13EHIND VEHICLE (RANTS, DROP INLETS, ETC IBSTRUCTED, STABLE, FIRM `ESS113LE ELEMENTS OF A TO CURB RAMPS ER. �8= RAIJPPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK S 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL). A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR INTO THE CROSSWALK WITHOUT GONG INTO THE TRAVELWAY, THIS 4'x 4' LANDING AREA WAY INCLUDE THE GUTTER PAN. A ROAD AND BRIDGE STANDARDS SHEET 1OF 5 REVISION DATE 203 -05 1C3 /C?9 50Z -65% OF BASE DIAMETER 4' VN 1.5" SM- 9.5A ASPHALT 3.0" BM -25.OA ASPHALT 10" VDOT 21B 0 o Y. o o. �0 PAVE OVER PRIME AT 0.4 GA /SY -� PAVE OVER PRIME AT 0.1 GA /SY APPROVED SUBGRADE- CONTRACTOR TO VERIFY DEPTH OF 21B HEAVY DUTY PARKING LOT ASPHALT SECTION DETAIL NOT TO SCALE t3 iCJ TYPE A PERPENDICULAR 12.1 ..�- TYPE 8 PARALLEL )K UAX 5' MIN A2-1 MAX AT , 2" HIGHER THAN EDGE OF PAVEMENT AT :K )IC , SAME AS TOP OF CURB' TYPE C PARALLEL & PERPENDICULAR TRUNCATED DOME ., C -C VARIABLE' 4' MINIMUM PAY LIMITS DETECTABLE WARNING DETAIL CG-1 DETECTAKE WAaK"NING SURFACE (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION us cs z' F N SPECIFICATION REFERENCE 0 e NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY (MIN CBR =5 AND SSV =5), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL. CONTRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. PRIME AND TACK COATS SHALL CONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL /SY OVER STONE, AND 0.1 GAL /SY OVER ASPHALT. 3. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH "THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM -8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: (A) FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TEST IS REQUIRED. (B) FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. (C) FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS. 4. SUBGRADE SHALL BE APPROVED BY VDOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM WHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. AREAS THAT ARE SOFT AND EXHIBIT "PUMPING" SHALL BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOTECHNICAL ENGINEER. WWA FILE NUMBER: 214032.03 CLARK*NEXSEN 213 SOUTH JEFFERSON ROANOKE, VA 24011 540.9820800 FAX 540.9821183 WWW.CLARKNEXSEN.COM TH O:F TONAL AkmENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net rr W F_ z W U z z N m C\l C( > G � Q N W 0 O I U_ U Q Ir z C_ O `-' C� �..L� � Er CO CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description DETAILS C -501 SHEET 5 OF 5 IMF 5��i�y • • • • • • • • i • • • • • • • • • ! ! • i i i i • • VARIABLE' 4' MINIMUM PAY LIMITS DETECTABLE WARNING DETAIL CG-1 DETECTAKE WAaK"NING SURFACE (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION us cs z' F N SPECIFICATION REFERENCE 0 e NOTES: 1. THIS PAVEMENT SECTION REPRESENTS A PRELIMINARY DESIGN BASED ON AVERAGE SOIL CONDITIONS FOR ALBEMARLE COUNTY (MIN CBR =5 AND SSV =5), AND IS NOT APPROVED FOR CONSTRUCTION UNTIL SUBSTANTIATED BY ACCEPTABLE TEST RESULTS OF THE SUBGRADE SOIL. CONTRACTOR SHALL SUPPLY SOIL CBR TEST RESULTS FOR FINAL PAVEMENT DESIGN TO THE DISTRICT MATERIALS ENGINEER. APPROVAL OF THE FINAL DESIGN SHALL BE OBTAINED PRIOR TO CONSTRUCTION OF THE PAVEMENT. 2. PRIME AND TACK COATS SHALL CONSIST OF A LIQUID ASPHALT MATERIAL AS PER VDOT STANDARDS, SHALL BE APPLIED FOR NEW ROADWAY CONSTRUCTION AT A RATE OF 0.4 GAL /SY OVER STONE, AND 0.1 GAL /SY OVER ASPHALT. 3. THE CBR OF THE SUBGRADE SOILS SHALL BE DETERMINED IN ACCORDANCE WITH "THE VIRGINIA TEST METHOD FOR CONDUCTING CALIFORNIA BEARING RATIO TESTS" (DESIGNATION VTM -8). THE DISTRICT MATERIALS ENGINEER SHOULD ASSURE THAT SUFFICIENT CBR TESTS ARE MADE FOR THE PROJECT. SOIL SAMPLE FREQUENCY AND CBR TESTS FOR THE DESIGN OF NEW SUBDIVISION STREETS SHALL BE BASED ON THE FOLLOWING: (A) FOR STREETS LESS THAN 200 FEET IN LENGTH, ONE SOIL SAMPLE FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TEST IS REQUIRED. (B) FOR STREETS 200 TO 500 FEET IN LENGTH, AT LEAST TWO SOIL SAMPLES FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS ARE REQUIRED, WHICH INCLUDES ONE AT EACH INTERSECTION OF AN EXISTING STATE ROAD. (C) FOR LONGER STREETS, ONE SOIL SAMPLE SHALL BE TAKEN AT EACH INTERSECTION WITH AN EXISTING STATE ROAD PLUS ONE TEST SAMPLE EVERY 500 FEET IN LENGTH, OR PORTION THEREOF, IS REQUIRED FOR CONDUCTING AASHTO SOIL CLASSIFICATION AND CBR TESTS. 4. SUBGRADE SHALL BE APPROVED BY VDOT INSPECTOR AND GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROOF ROLL SUBGRADE WITH A 20 TON LOADED TANDEM WHEEL DUMP TRUCK IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER. AREAS THAT ARE SOFT AND EXHIBIT "PUMPING" SHALL BE UNDERCUT AS DIRECTED BY THE GEOTECHNICAL ENGINEER AND BACKFILLED WITH GRANULAR MATERIAL AND PROOF ROLLED AGAIN. PROCESS TO BE REPEATED UNTIL SUBGRADE APPROVED BY GEOTECHNICAL ENGINEER. WWA FILE NUMBER: 214032.03 CLARK*NEXSEN 213 SOUTH JEFFERSON ROANOKE, VA 24011 540.9820800 FAX 540.9821183 WWW.CLARKNEXSEN.COM TH O:F TONAL AkmENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Square Pl. Lynchburg, VA 24502 Chulottesville, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net rr W F_ z W U z z N m C\l C( > G � Q N W 0 O I U_ U Q Ir z C_ O `-' C� �..L� � Er CO CN NO: 5364 DATE: 8/4/2014 DESIGN: RU DRAWN: Ta REVIEW: HFW REVISIONS No. Date Description DETAILS C -501 SHEET 5 OF 5 IMF 5��i�y