Loading...
HomeMy WebLinkAboutSDP200600006 Plan - Approved Final Site Plan and Comps. 2006-08-29ALBEMARLE COUNTY, VIRGINIA IN__A IJDLXOAD AND SIT P ANS PREPARED BY: tj 0 M1 .0 . k11 4�1 CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103' JANUARY 9, 2006 GENERAL NOTES. SITE-SEECIFIC NOTES: SHEET INDEX 1. THE SUBJECT PROPERTY LIES IN THE WATER PROTECTION AREA AND IS PART OF THE LICKINGHOLE CREEK WATERSHED. SHEET 2 OVERALL BLOCK AND PHASING PLAN PERFORMANCE STANDARDS: WATER AND SEWER: 2. OFF -SI R FLS THROUGH THE BJECT SITE WITHIN_ NA R DRAINAGEWAYS. OFF-SITE RUNOFF IS FROMaV-SITEIC LANDS, THEREFORE SHEET 3-4 EXISTING CONDITIONS & DEMOLITION PLANS 1 • ITE WORK AND ALL IMPROVEMENTS g OWN ON THEA PLANS ARE REp�,�1 T g� RF Ep AN / OR (NST qD. UN g 1. WORK BE SUBJECT Tp I CTS BY THE y �pLINTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR�T�NTS ARE REQUIRED. BTH STORMWATER DENT( AND QUALITY ARE TO BE ACCOMMODATE IN THE s' PIFK:ALLY ITEMIZED AS "NOT INCLI�EDHiN coN cT" IN tHEa R / GO��w►cQrOR A�, �MEN'T cc>IVTRAc' TOR REN�ISIBLE Ht3TiFYiNcs"IE PROPER INSPE"coRs AT TME sTAE ° THE wORlc• SHEET 5-10 LAYOUT &SIGNING PLANS FOR PERFORMING AND I OR INSTALLING ALL SITE W AND IMPRCIVEMENTS 3FIOwN ON TH�RAWI ,INCLUDING AN ILLARY EFFORTS NECE Y HOWN ON THE D WHERE ,SBAARE 3. TH EXISTING VEWATION OF THE SUBJECT SITE IS PREDOMINANTLY OPEN PASTURE WITH THE PERIMETER AND SPECIMEN MATURE HARDWOOD AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. THE LAttON oF�E ((STI uTl Es LINE OF rIE PR�woRK ARN Y• TR ES. SHEET 11-16 GRADING &UTILITY PLANS ONLY XIMA T ELY YC LL SHALL HIS OWN TIVE L ALL U D LINES AND RES AS C 2, MISS UTILITY 1.804.552-7001) PRK�2 TO ANY LAND DIggTURK ACTrntY. urlLlrl s ON THE ARE ARE ROAD &WATERLINE PROFILES NTA OF p�TA MADE AVAILABLE TO THE ENGINEER V S HA FIELD CONFIRMED. 3. MATE SAND TR Y WITH CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS 4. ALL INTERNAL ACCESSWAYS ARE TO BE PUBLIC AND SHALL RESIDE WITHIN A PUBLIC RIGHT-OF-WAY. (WIDTH TO VARY) - SEE PLANS. SHEET 17-19 TORYT EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE tg.Nr NON-Ex1IS?EENCE F AIN i ADOPTE Y THE NLe M� c�.ET10NcouNr Au1n�oTR Y• SHEET 20-21 SANITARY SEWER PROFILES UNDE GROUND FEATURES. 5. ALL DRIVEWAYS SHALL CONFORM t0 THE CODE OF DEVELOPMENT CRITERIA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 6 S_yh� SIDEWALKS SHALL PROVIDE PEDESTRIAN ACCESS THROUGFIOUT THE SITE. ANY SIDEWALK SECTIONS LYING ON PROPOSED SHEET 22-23 STORM DRAIN PROFILES 3• 1 RACTpR SHALL COORDINATE WITH ALL L AUTHORITIES PRIOR TO NG THE 2RK AND SCHEDU / ATTEND ALL PRIVATE LOTS BE GIVEN OR GRANTED AN ACCESS EASEMENT. UTILITY DETAILS -CONSTRUCTION MEETINGS. THE C( OR SHALL CONFIRM THAT ALL HAVE BEEN POSTED ALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800.552-7001). SHEET 24-25 PERMITS. THE CTOR SHALL AIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND ECT ALL WATER A0 SEtiVER PI S VE A MINIMUM OF 3 FEET CO D FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. 7. TRASH SHALL BE CONTAINED IN INDIVIDUAL ROLL-OUT UNITS ASSIGNED T0, AND STORED WITHIN, EACH UNIT OR BESIDE THE UNIT IN AN ENCLOSURE. sPECIFICAT ON-SITE AT ALL TIME , & I Ee STORM WATER DETAILS 6 THIS tNCLUDES ALL L RVICE LATERALS AND GSA R L SHEET 26 4, THE CONTRACTOR SW1l.l ENSURE THAT HIS /HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON-SITE. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. ANY SITE IDENIFOTION SIGNAGE DESIRED FOR THE DEVELOPMENT SHALL BE SUBMITTED AND FILED SEPARATELY BY THE OWNER / DEVELOPER. LANDSCAPE, MITIGATION & RECREATION PLAN A DEVIATION FROM THE �TH T 9. ALL 93 LOTS ARE IFOR SALE. LOTS 1,14,17,18, 57-61, AND 62-66 ARE CONSIDERED TO BE DUPLEX UNITS AND FULFILL THE AFFORDABLE HOUSING REQUIREMENT. SHEET 27-32 5. UNEXPECTED SITE CON MAY ARISE DURING TR T1pN THAT IRE DEVI PROPER EXE OFT? 8. VALVES ON DEADEND LIDS SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. SHEET 33 LANDSCAPE DETAILS SFUILL NOTIFY THE ENG OF ANY i W CON WITH THE 10. ALL TRAFFIC CONS ROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. EVER DETERMINE THE NA AND DE E OF N AND THE CONTRA SHALL A T FOR FI A PLANS PR VI To _QWNER SHEET 34-35 SAID ER CHANGES ARE TO MADE WR N �OF THE ENGINEER. 9. ULT TR TION DATA MAINTAI BY TA �ET�R�S TA� � IN WITH THE CITY/CoUNTY 11. ALL TOWMHOMESISHALL HAVE 3 STORIES REGARDLESS OF WHETHER THE LOWER LEVEL IS ABLE TO BE UPFITTED AS AN AFFORDABLE DWELLING UNIT. SITE DETAILS 6. THE SITE WORK IS TO BE LAID -OUT ACCORD( TO THE DIMENS IONs THESE q� SCALING OF THE IS NOT ACCEPT �IFIED�AS� FISTE r� SHEET 36 EXISTING ROUTE 240 CONDITIONS C;p� ACT ENGINEER IF THERE ARE ppUESTIO� REGARDING THE Y T OF P�i►ORW.IUSEARCHITECTURo$EDE MANY TIMES 12. A TQLAL OF 14 AFFORDABLE DWELLINGS HAVE BEEN PROFFERED, ALL OF WHICH ARE TO OCCUR ASAPARTMENT-STYLE UNITS WITHIN LCONTIN�J E R SITE APPROV STRUCTURAL INFORMA N D oN MA �pp FINALLEVE SHEET 37 EXISTING ROUTE 240 CONDITIONS q�HITEC�DIMENS� PRIOR TO STAKEOUT OF MY STIR TU S, RVEYppOR SHALL OB�FMNL ALBEMARLE E CO �NTY ENGINEERING GENERAL CONSTRUCTION NOT : 13• yyHENEyER Ap NT -STYLE UNITS ARE IN Oppp��E�D IN A TOWNHOME SETTING, THE STRUCTURE THAT OCCUPIES THAT SPECIFIC LOT WILL BE SHEET 38 PROPOSED ROUTE 240 IMPROVEMENTS ARCHITECTURAL DRAWLS AND CONSULT WITH ENGINEER REGJIRDING PLACEMENT UtLD�ONSITE. _ IT T F CONSIDERED APLEX FOR BUILDING CODE PUTRRPOSES. 1. PRIOR TO ANY TION ANY TING PU R -OF W Y INCLUDING C TO ANY I- I N�R�oD A PER�r L�.' F A it PROPOSED ROUTE 240 IMPROVEMENTS 7. THE CONTRACTOR SliAll VERIFY ALL EXISTING SITyE�CONDITIONS MIDpFEATURES REPRE p gO�N�THESE PLANS TO THE BEST OF THE DEPS AW OFWTXS T�I$ �WN MAY NO�RA Y REFLE IFtEME 14. ACCESSORY APA$tTMENTS ARE SUBJECT TO PARKING REQUIREMENTS AS IDENTIFIED IN THE CODE OF DEVELOPMENT. SHEET 39 EXI / HER A SITE CONTRACTOR FEAATURES AND NOTIFY E�INEER OF M Y �S PANr ERRORS ANO & ONS�NTS TO DISCREP�S OCCU E RE NT5 E SHALL g 2. PAVI DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS 15. BLOCK 7 MAY BE DEVELOPED WITH SINGLE FAMILY DETACHED UNITS AS NOTED IN THE APPROVED CODE OF DEVELOPMENT. SHEET 40 EROSION &SEDIMENT CONTROL PLAN PROCEEDING WIIT'Htla. SITE DIT( THE OF HIS /HER Rg AND OW ^��� NOTED. 16. ALL ROOF DRAIN: ARE TO BE TIED INTO A PROPOSED YARDIROOF DRAIN SYSTEM. SHEET 41 EROSION &SEDIMENT CONTROL NOTES AND DETAILS 8. TH TRACTOR SWELL BE HELD SOLELY RESPONSIBLE FORS yyp�Oli S 0 �• ERK EA,C�A CIH R CON'RUCTION. I Tt HIM / HER vYLL SUPPLYING OR EXE THE TFE CuTHE RTY HE / ST THE 3. AND SLD VIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SWILL BE INSTALLED 17. R��O FDR CT SITE WILL CONTINUE TO FLOW TOWARD THE SYSTEM. GHOLE CREEK THROUGH THE RETROFITTED ONSITE P01�. SHEET 42 EROSION & SEDIMENT CONTROL DETAILS COR IS NOT LIABLE FOR THE SAFETY WITHIN OR ON THE NOR I HE / PR 0 ANY CL STOFiMWATER AND QUALITY MEASIBtES ARE PROPOSED AT THAT LOCATION. FOR SECURING THE PROPERTY OF BUILDING OR ASSOCIATED S. Hb1►YEVE �� NABLE,� ��M TOR IS RE D TO MAINTAIN A IZEpD AIS A '�I AS TTO THE L TION 4. ALL S ED w TO TI D CN D• M�1M AVOWABLE SLOPE IS 2:1(HORIZONTALVERTICAL)• PROJECT DATA: UCTIO STN ITHER T�h1ANY AND L ENCsINE SH�ALI.L BE F LDLD RE� Fq� THEFT, DALIC �rrc IJNJ D DU DURING Y AI LEWR S 1 R A H D. 18. ALL DRIVEWAYS $HALL CONFORM TO VDOT STANDARDS UNLESS OTHERWISE NOTED ON PLANS. CONSTRUCTION UNLESS R IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 5. PDIRECTOR'SSIGNEEI 13 DEDPTIECEN S3ARY IN ORDER TO ERMIN TH L THE ALBEMARLE DIRECTOR OF ENGINEERING, OR THE 19. TRAFFIC IMPACT ANALYSIS REPORT PREPARED BY THE RENAISSANCE PLANNING GROUP ON DECEMBER 21, 2W6. 9. THE CONTRACTOR SW4LL DETERMINE THE LIMITS OF CONSTRUCTION ANO DEMARCATE THEM CLEARLY PRIOR TO COMMENCING 20. GEOTECHNICAL STUDY FOR THE DAM WAS PREPARED BY THE TIMMONS GROUP ON FEBRUARY 16, 2005. DEVELOPER: WEATHER HILL HOLDINGS, LTD., 703 E. JEFFERSON ST., C'VILLE, VA 22902,434-296-9484,434-296-2560 (F); GRADING OF THE SITE. AL TFE CON i A T R (INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN 6. ALL TRAFFIC CONTROL SIGNS SFIALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 21 •D STOCK TO BE ST DE��IgL EON SITE INA LOCATION OUT�O�FpC�OgNSTRUCTION ACTIVITY �' SyTy� TO MIN. IN AND CONTACT: FRANK POHL LOGISTICALLY BE PLACED BEFORE GRAD 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE -PIPE -CLASS III. TOY WA G BnCGT SACTL BE PERFORMEDSUAVA 3UrLIATBYLALL r En ME� �N AORDTANCE WITH COONRU�IR DPRA►CTICEU�W�ITECT PROPERTY OWNER: SAME AS ABOVE 10. DURING THE INSTALLATION OF UTILITIES TO SUPPpO�RT THE PROJEC�TH, /T1lH.LE CIATTOER�SWR�LLppM�AI�NpTAIN TO NpEI�GpH�BORING bTRANS PROPER IN 5• R TME TO U (SIN � BLE FOR NIL 03Ts ASS4C�wi i M REi 11R AND RE3 OF SERVICER 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1928) 22• ALL UTILITY ITS SHALL BE LOCA1�D (UNDER PAVINGJIiARD SURF S. CONTRACTOR TO VERIFY QUNTITIES AND"INWST ALL SERV TAX MAP I PARCEL 56/92 AND ENG EE PROVIDERS AND INES A p ND P�TPI REl B OR �S L BE. TURN ROUPEI STOP MAID CAPCONTI ACTOIRTMTLALL13 INSTALLED MAGISTERIAL DISTRICT: WHITE HALL 11. ALL �( (STING IMPROr� TS ADJACENT TO THE PROPERTY, SUCH AS R AYg� q�,� g� P 1?TECTED FROM DAMAGE DUE TO TFE A BEMARl E CO I� ENGINEERING GENERA` CON UC � IC WITH �' CUISTI OF THE I V►EMEORK ALL REPAIR MADE NECESSARY BY THE CON TOR OR THHOSE ASSISTING HIM / I#R IN TFIE EXECUTION STR TION NOTES FOR PL ROADS GENERAL SE PROPERTY ADDRESS: 5023 THREE NOTCH'D ROAD WTHE WORK SHALL BE BORNE BY THE CONTRACTOR. 1. PRIOR Tpp ANY UCTION WRHIN TM1�Gpp R -OF-WAY INCLUDI CONNECTION TO ANY IgTING R�p� A PERMIT g� pgTp FROM IF PERM TTED THE CONTRA T SHALL THIN ALL THE VIRPGINIA OCCUR TME�REC Po M NIVTASET THE AS DRAWN MAY T ACCURATELY REFLE THE REQUIREMENTS OFS �ERMR. WHERE MIY 23. C LI� LEA DING IS NOT PROPOSED NICHT FIXTURES, (STREET OR YA D) SHAALLL CONNFFORM BOTHTIO TDHE CTMOUEN � M� E OWNERS ED CODE PROPERTY SIZE: 20.52 12.0Imuc PLOSIVES IS Y PROHIBITED UN STATED OTHERWISE DISCRE GOVERN. MLI �LOPMF.Mr FOR THIS O ZONING: CURRENT: NMD (AS OF 1-4-06) YTION PURPOSES ALNIDNE4 BE TIFIEA USE �0 EXPL061VESING E FULLY COORDINA D WITFi�ALL OT�IERSF� 2. TRUCTION INSPECTION OF /� �, OSE NT g� M11���B�Y THE COUNTY. THE CONTRACTOR MUST NOTIFY THE SHARING THE SITE AS WELL AS AND ADJACENT OWNERS. DEPARTMENT OF ENGMIEERING (296-586148 HOURS IN �T ART OF CW W nen• 24. THIS PROJECT WCL BE DEVELOPED BY PHASES- SEE SHEET 2 FOR DETAILS. COMPREHENSIVE PLAN: CTI (DEVELOPMENT AREA PRESERVE), CT4 (URBAN GENERAL), CT3 (URBAN EDGE) 13.PRIOR TO ANY CONSTR WITHIN ANY (STING PUBLIC T -Q -F W.SY ISN TLUDIINNG CCOONNNETM� PTO ANY EXISTING AS DRAWN RRY�NbT 3 plpE jIANST'7ALLATt0�ND1 1ST TR IONY WITH STAAMD FOR THE CON�STRUCTIONI II�USIRY (AN 29 CFR��)• VDOT. ALL EXCAVATION FOR UNDERGROUND DITIONS" PROFFERS: SFS "REZONING CONDITIONS" THIS SHEET FOR DETAILS ACCIATELY�REF�LEC�TQU REMTENT�S OF THE PERMITTWHE�RET►ANY DISCREPANCIES OCCUR, THE R�QUIREMEN�S OF REZONING CON WAIVER 1 VARIANCE REQUESTS: ARITICAL SLOPE AND HOUSING MODIFICATION WAVER WERE APPROVED IN THE REZONING AS OF 1.4 06 THE PERMIT SHALL GOVTHE ERN. 4. EROSION AND SILTATION ON (G�RITROL M t OTHER T DED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED AC ACSA JURISDICTIONAL REQUEST TO EXTEND WATER AND SEWER SERVICE WAS APPROVED BY THE BOS ON 445-06. 14. CONTRACTOR COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED TO ANY CLEAR DATE OF PROFFER SIGNATURE: 14-06 ((Z�MMAg04-017) �N SURVEY SOURCES: BOUNDARY & GROUND VERIFICATION: TERRA ENGINEERING AND LAND SOLUTIONS 2006 REVISED APRIL 2008 PRE TRAC TR TION CONFERENCE. 5. ON OF THE F GRADING ARA OF TgH�E R D TO TH C NTRAA � TORS#FYAPPR8YV LOF�1G II�NOT OBTAINABLE,ED JRUELYB AND APPFROMTIDR PLAN (DANTED JULA% IGHBORHOOD MODEL DISTRICT) IN ACCORDANCE WITH THE CODE OF DEVELOPMENT AERIAL: LOUISA AERIAL SURVEYS, INC., DATE OF PHOTOGRAPHY: .ON11PI61�04, DATE O� COMt6NATI0N:12/1QI04R�EVISCCM�MET�NT DESIG4V sW�LL BE I�IA�DE B��3��M(3N ENGINE��t MID SU�W H�THE 1'�;S��Lp� �� q� DATUM: USGS/ACSA SANITARY MANHOLES 23 AND 26 IN THE HIGHLANDS AT MECHUMS RIVER SUBDIVISION 6. ONES AIS DISTURBED Tp g� FERTI SEEDED AND MULCHED. THE MAXNW�IUM ALLOWABLE SLOPE I5 2:1 (HORIZONTAL:VERTICAL). WHERE no LISTEFDEBEL��N WHICH�SIiAII. BE APPLITED T01_TF_I� P�ROPERTY� IFiREZQ(NEDV�THTTITHAT:�i�EOFFEREDT �� �E ENT SES BENCHMARK AZIMUTH MARK DISK SET IN TOP OF CONCRETE MONUMENT 2.3 MILES EAST �)OF CROZET ON STATE ROUTE 240, QUALITATIVE STANDARDS: �Y OBTAINABLE, LE SL SOF 4:10R BETTER ARE TO BE ACHIEVED. (S<1CH ECOND AITIPONS�H 1VE AE E RELATION I 0 FIE R ZGONK INEDG E5�1 HE RE20NING LF S RISE 0 NEED FOR THE PRFOJJECT BEN NAITH OF ROAD L SET IN BA OF UTILITY POLE VPOLE OAT 6�T CORNER OF TMP 58.92. 1 • THE rr UIWTOR�K IS L MATERIAL �L BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF 7 SURFACE DRAINAGE AND PIPE G � R€T p THIN THE PUNC RIGHT-OF-WAY &TIN E TS PRK R TO ACCF.PTAN,OF K VDOT_A4L DR SGTE (W SPE A EE TTO u T?A UNDARY LINE ANA URAL WATE SE. TRACTOR SHALL FIELD vtKlrr THE LtnuTH 1 %(r � L � IIEppp CASH TOBREAKDOWN: (35 UNITS - 5.21 DU 1 AC (PER ZHO ES, 72. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE.ORM IONALL(35 SINGLE-FAMILY DETACIiED HOMES, 7 TOWNHOMES) 8. L TKNVS ARE APPROXMMTE. EXACT NGTH LOCATION q�APPROPRIATE F.ND TREATM WI BE FIEE�p OF PUBLIC SCRVING T�ITY OF CROZET AS IDNTIF Ml THNIPREFEN3NE PLM(. SHALL BE MADE MI INCREMENTS OF MAX. BUILDING HEIGHT: REFER TO THE APPROVED CODE OF DEVELOPMENT FOR DETAILS 3. ERO ION ANqq�D 3g1LpTpA�TgT NLONTROL MEASURES SHALLL BSE PROVIDED IN CORD E WITH THE APPR VED OSK)N CONTROL PLAN AND �T ADDITIONAL MA BE AT TIONS NOT SHOWN gWHEN IN THE INVDOT TH�CTOR TF���RING OR THE 81 CASH R L T, PRIOR A THE TIME OF ISSUANC OF A BUILD( RMIT FOR ANY (MPR MENT REON. ��EAHSED FROM RESIPI�I�LIT�YIFORD TIONO ANY CLEAR( OR OTHER THE CONTRACTORAN/O�T n�oc�Tp pEgIGNE- �LR-IS D�CE N L ISQUIR�D�tT SH SEVEINST D F (4) FEEL OFF FROM PA�%EMENT PARKING: 219 SPACES REQUIRED. 263 SPACES PROVIDED (PER ZMA 04-017) STABILIlA _ Y OF THE PRQPEi�TY SHALL BE RE ISLE E FII FI EROSION `T'O� HE FACE OF GUnKurinll, AND AY (NCR tD TO N (7) 2• T S L A MAXpI�MUM OF 1AS 07 DWELLING UNITS ON 93 LOTS IN T HE DEVELOPMENT. NINEPC DATED TY -THREE UNITS ARE ILLUSTRATED ON THE GENERAL AND AUTHORIZES DE ISI OF EROSION OL MEASURES. THE L NT Fpp��JJRTEEN T X93 UNITST IDEIdTiFiED N BY ERAALL DEVEL NT AS 2 T D Y 8 E RAL ENTRANCES SHALL CONFORM TO VDOT CG- A,B, OR C . TRl1CTED AND MAINTAINED ASTWO-FAMILY p� I � �p�, ��• �E F R N RECREATIONAL AREA: AS SHOWN ON PLAN CONTROL BOND. 9. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY E 9( ) DWELL AS DEFINED IN THE VIRGMIIA UNIF TATEIMDE CODE. 1 SETBACKS: �y�J J� Ep. THE MAXIMUM pyy ppb IS 1:1 HORIZONT :VERS )• TO VDOT STANDARD PE -1. DE ON COVENANTS FOR p� MUST BE MATIN MT NED AS CONTAIN THIS A T�WOO--FAMLY DWELLING AS DEF D IN�TFiE I NIA LON �.NdIFO�RM RATTE & _... _ . �„ 4.ALLOPES AND DIS D AREAS ATO FIzRTIR,�: BETTER ARE TO BE ACHIEVED. ALLOPEGRTER THMf 3:1 SHALL MATTED 10. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM 17 AND 18 WITH VhCIQIAM POND ARNE CSTRl1CTEB ;BLOCK LOT FmRONTAOE Primary Ssoondary - Prim _ .. s� S�oor�dary Prima REAR .-- rY ��YT BAINABLE LSE R Slot _ _ _ _ , g WITH T C-2 SL STABILIZAi~I MAT. BUILDING CODE. r 11. PAVED RIP OR STAB( MAT DIT MAY D TO STABILIZE A DRAINAGE CHANNNEL WHEN, IN THE OPINION OF VDOT, THE DIRECTOR OF I MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED F�IGIN0ERING, OR THE DI DESICsNEE, IT IS CE�. ' __ r__ __ .._ _ ____��'__ __F'._ . __ _ _ _.. a -.___ _ rt 5. PA RIP RAP OR TABILIZAT ON T TA ION A DRAINAGE NEL. 3. IN ORDER TO TECT VIEWS FROM ABUTTING LOTS WITHIN THE HIGHLANDS BDNIgS�IJON THE LOT LINES FOR P pS� 54 BUI I r as �r ME �pp g V TT ION TO Q�'� L0 INE AND ILDIT IAL TIONS MAY BE OT UNDER ZON N� ORDINANCE 8 INCLl10NVG� NECE3�ARY IN ORDER 0 S 12. A MIN UM CLEAR ZON OF 10 F ET FROM OF pAyNT SHALL BE MAINTAINED ON ALL RESIDENTIAL SUBDIVISION STREETS. ADDITIONAL CLEAR t �,^ & 8.5.b.3 TED MA U1LS AN CONSTRUCTS FORM TOC RRENT SPE ICATI AND STANDARDS OF ZONE Y BE REQUi DEP THE CATET #tY OF ROAD D SE IGN. THAT IN ADDITION TO ALL H VIEWS TO A GRERIITER EE THAN IF Sl1C �0 WERE PTL�A I DEVELOPED INTHEL �S OWNT THE AND a j THE 6• VDOTAUNLESS�THO D ERWISE NOTED. ALL MARW.S TO BE USED IN STABLIZATION SFUILL ALSO APPROVEBY E (NEER. �� �qyy� q� ���p A /�,py� 13. AD� THE CROSS SLOPENTSWILDL B� MAI AIMED I HSHOIDNNDON T#PLANS. EAS WILL NOT BEALLPOWED NT SECTION DETAIL, SHALL BE STRICTLY DEVELOPMENT . u�' _ _._ �' �s 4' _. I' _ r s I� 7. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. _ 14. ALL IRE SIGNS TOP S NAME SPEED LIMIT S ETC. ARE TO BE FURNISHTHE BY THE DEVELOPER PRIOR TO ANCE. __. TY PAVING REFER TO DETAILS. pp�� D �g �� NAMING AN UNG 1 AND AN Iv �' �' �r �s �a s s 8. FOR SPECIFICS REGARDING SPECIAL AND3EIR (NMAE ST TION TTiFOTMIzI'r0 AKO(1NT SROAD FAN 1 NM _ 9. CURB( SHALL BE VDOT STANDARD AND C�.g�, WITH CG -9B FOAA AYS OTHERWISE NOTEp. ALL p� 1�MEN 14 g g� v r�' �r 4� P �pEgg ARE TO BE 9' X 18' UNLE THERWISE NOTED. SARS9'X20'. ALL PARKII�i SPACES"HC" AP1 CgH(; :THE S� LIMIT IS TA OEDFTED 51rISPH L • T T j Ep D LIM 0 YW S.ARE T BE 8' X 18' AND ADJACENIT TO ASX18'IED BY VDOT PRKXt Tp vI ao' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SP 3 SW11.L BE 8' X 18' �NADNT TO 8' X 18' PAINT AISLE. q 15. ROAD PLAN pp�pVAL IS SUBJECT TO FINAL t)BDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE TO SIGNING MID RECORDATION, 10. ALL STORM SEWERAGE BE INSTALLED IN ACCORDANCE WITH VDOT STAN MID SPECIFK;AT ALL REINFORCED CONCRETE PI THEN APPROVAL OF PLANS SWILL BE NULL AND VOID. _ p� TANDARD PB -1 BEDDING. ALL PVC 1 CTIOR OF r' �s' ' �'-.. - _ s'' 4' _ �' �r R SFI L BE�TH�RIMSE NOTED• ALL IiDPE PIPE SWILL BE OR E�� W 16. TRAFFIC q,��OL OR ER REGULATORY JIGNS OR �S g� INST gY E p jgA WHE;�� IN Tj rNION p� THE D RE ENGINEERING, OR TFIE �IRECTOR'S DESIGNEE, THEY ARE DEEMED NE �Y IN ! TO PROMDE SAFE AND CONVENIENT ACCESS. 1. The Primary Setback is for "Environmenied space" any 2. The Seca�dary Setback is for a� may W " ���.p� g� bui improvements (i.e. , d>inlneys, aboope, anew, dsbctbd , etC) which may be ooruttided autaide 11. pp� DRAINS, UNLE pTHERWI TED / TO BE DI D T D PAVED gURFY3CE M. THE TCONTRACTpRRE DIRE D 17. USE VDOT STANDARD CD -1 OR CD -2 UNDERDRAINS UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS MID GRADE SAG POINTS. the Setback 3. In the cxise of iawr�homes, where oomnan walls upon aide ProP�b Y� T S7'ORMWA ER �FEATURESS p TO0 ENTRY INTO TH Q P STORIiA RAGES setbacks be 0'. 4. Lots 4411xu 47 ahaN have side yard aelbadka as foNowa: primary -15, seooralary -10'. FOR TYING ALLT Ft(k F LEADERS INTO A MEANS OF TRANSITION I 0 THE SITE STORM RAGE �• 18. A VI 11M�RA I CTI IN RE (RED FOR ALL ST SEVYERS AND C LVE TS THAT ARE DE INA IBLE T VDOT INSP ARE TO 12. ALL 4" WATERLINE IS TO BE CLASS 53 D.I.P. UNLESS OTHERWISE SPECIFIED. �C IIY7oE MIDNT�VDOPROGRAM�INSPEIPCTOR�PI� 11 I H� NS IN ANNEC(EH� V�IDP 3 13 8uppNnwntd Nmay waoscholen: Numbers above are based on tl�e AppMc�lfon Plan desi0n. All building and well well as D THE /�q A REPRE g�j ATIVE FROM PIPE FA HOLD A ON N�ETI ORI ALLA wBabe� Mal Ho any r Wield provided Jt does not d is a arty properly line. The s Bbdk 1 13. ALL SANITARY SEWER LATERALS TO BE SCHEDULE 40 PVC AS A MINIMUM. TRAINING• tFIE PIPE MANUFACTURER SIiODU) A MINIMUM HOURS ON DURING TF# MI PI INSTALIAD a M =are ed Less than 5�trom aproperty line are aubjed bo that aro contained in the BuNding Code. STANDARDS AND SPECIFICATIONS LEGEND VICINITY MAP REVISIONS APPROVALS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. W WATER LINE (EX. / PROP.) BOUNDARY /RIGHT -0F -WAY LINE 1"= 2000' 1. 5-5-06, COUNTY/ACSA COMMENTS WV40 WMO WATER VALVE / METER I.F. IRON PIN FOUND 2. 6-14-06, ARB COMMENTS �," 3. 7-14-06, COUNTY/ACSA COMMENTS eT 69 G6 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. FHA -6 FIRE HYDRANT I.S. IRON PIN SET _ 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, KICK OFF MTG. COMMENTS PLANNING/ MING 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) SUBDIVISION STREET DESIGN GUIDE, APPENDIX B YH-& YARD HYDRANT SETBACK LINE 6. 8-16-06, VDOT COMMENTS DATED 2005. EASEMENT LIMITS OF THE ROAD DESIGN MANUAL SPECIFICATIONS, D BOA• BLOW -OFF ASSEMBLY 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER SS SANITARY SEWER LINE (EX. / PROP.) CENTERLINE ' LJc. No. 35326 ENGINEER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. COo CLEANOUT CONTOUR LINE (EX. / PROP.) u MH-- MANHOLE F-3:1- 1-1.50%- DEGREE /DIRECTION OF SLOPE ' $' �� •OHO 5. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER 479.70 ♦ SPOT ELEVATION T EDITION 1999. SD�� STORM LINE (EX. /PROP.) CONSERVATION, VIRGINIA STORMWATER MANAGEMENT HANDBOOK, FIRS , DI C� STORM INLET HP HIGH POINT �' .,4,�- ;. NAL BUILDI FACIAL 6. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. YD® YARD DRAIN LP LOW POINT STANDARDS. DSo DOWNSPOUT DITCH / SWALE 7. FOR UNIFORM TRAFFIC CONTROL DEVICES MUTCD) ST VIRGINIA MANUAL 0 ( / GAS LINE (EX. / PROP.) WATER COURSE r, . , ARCHITECTURAL REVIEW BOARD B. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE GV40 GMO GAS VALVE / METER BM+ BENCHMARK CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2005. OHE OVERHEAD ELECTRIC (EX. /PROP.) CG -2 VDOT STD. HEADER CURB � � ' -' � � �EP Z 9/06 UGE UNDERGROUND ELECTRIC (EX. / PROP.) CGS VDOT STD. CURB &GUTTER C 10 PF10 POWER POLE CG -12 VDOT STD. HANDICAP RAMP ' HC HANDICAP PARKING SYMBOL x. - � tD �� W EdrW►art�s i FIRE FFICIAL TRIP GENERATION ESTIMATES. LPA LIGHT POLE DIP DUCTILE IRON PIPE • a c�ooE auto uaE tIr+ITs oruLY P BxTwNki ocmrWb GUY., GUY WIRE _ _. , __ RCP REINFORCED CONCRETE PIPE Lk NO t»t TMp PAM EMS ELECTRIC METER CMP CORRUGATED METAL PIPE ACSA 2�o SINGLE-FAMILY DETACH1.ED 35 t ass j t e_ _ ze _ TRANSFORMER PVC POLYVINYLCHLORIDE PIPE y► l79 -Ul V � � OHT OVERHEAD COMMUNICATIONS (EX. /PROP.) HDPE HIGH-DENSITY POLYETHYLINE PIPE , w1l� ` 230 CONDOMINI AArrOWNHOUSE 2 -, UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) VC VITRIFIED CLAY r, VDOT TOTAL 107 74 is • FFE FINISHED FLOOR ELEVATION 4 - PEDO UTILITY PEDESTAL y - TBR TO BE REMOVED I wa. 1n..eor. r,ra^ ro^ IS bsood an ft V*Uwn POW TM"Wc rw a Mryw F�.l pr p.•d by "" r�'r' a 'r�r"'r'° °r°�°•' m�'°a SWM / DWM o/� SINGLE /DOUBLE WATER METER _. __.. GV D4 GATE VALVE TBT TO BE TRANSPLANTED _ TBS TO BE SAVED BOA o BLOW OFF ASSEMBLY , ,- - .. , • � �� � ` � �� � ��� POND FUTURE PHASE LOT LOT LOT THE HIGHLANDS NOTE: SEE CODE OF DEVELOPMENT FOR SPECIFICS ON EACH BLOCK. PHASING PLAN DESCRIPTION: PHASE Z: CONSIST OF BLOCKS 3 6 AND 7 AND ALL SITE WORK ASSOCIATED WITH ROAD CONSTRUCTION AS DESCRIBED SEPARATELY BELOW. IN ADDITION LANDSCAPING WITHIN THE BLOCKS AND SANITARY SEWER SYSTEM C WILL BE A PART OF THIS PHASE. THE PEDESTRIAN PATH SHOWN WIT�IIN TH OP N SPACE AND THE BUFFER WILL BE CONSTRUCTED TO THE LIMITS OF THIS PHASE. EACH OF THESE BLOCKS MAY OWNEP D /ELDOPER.ICONI STTRRUUCTION VEiASLL BIEGIN WIITTHIIN 6 MONTHS OF THETCOMP ETION OF PHASE1. ED APPROPRIATE BY THE Y BELOW. IN OF THESE BLOCKS THE GRADING OFTEOXISTING POND) QUANTITY MANAGEMENT THE PEDESTRIAN AND THE LANDSCAPING ASSOCIATED TO MITIGATION WILL BE PHASE 5: CONSIST OF APPLYING THE TOP COAT OF ASPHALT TO ALL ROADS WITHIN THE PROJECT. ROAD CONSTRUCTION: ALL ROADS WITHIN ANY PARTICULAR PHASE MAY BE SUB -PHASED AS NECESSARY. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 60' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights mwved. No part of to mebrhl pvtocled by 9fs copyright Om, k1m, designs, Wdm or detok oxp vsw on three Phos) xray be Woduced, oharped or utlNsed in any form or by any means, ehetrontc or mod mfal, including phobcopYkV, smvft, or by" other menu of retrieval sysMm wNtaut wrfpen pennhslon frau Terra Concepts, P.C. Moo, Vmg phms may not be aedgned to a third party wwxm first written a mwrtewdon of Tem Compo, P.C. *TERRA CONCEPTS, P.C. SHEET OF 42 0 20' 40' W IN, 'N' \\ \ !I I I1 \\ \\ \\ 1 \\ IN I \ \ 1 I — —`_-----------------�\\ \N, TMP 166-9130' ESCR/PTIVE \ NgWor Formerty NES-CROZET CC \ \ \ \ / I I / \ \ \ \\ \ \ EA T; 15' TO _ \ \ \ - - / / ✓ CP CHARLOTTES bAMMANN \\ BE DED(CATED TO I jII ! D.B. 1864 PG. 165 _ \ \\ \ ! / \ 1 \ \ \ \ TURN LANE USE IN, \ \ �6mp. Plan. 1ndustri5 Ser9ke Use: Light 8tieaysi Industrial 777 N : 71 7774- N - 'I ... P .r is r `,i. . y, ,�, r� I-44 � .•: : r`..� , . ,t^1J•�4 ... ,' S',� �r �N'F`." \, F �, tI •` \ .` \ \ \ \ \ \ \ \ \ � I I \ \ \ / J \ \ \ \ � I / ,Y1, ., c S• .. -..,.. .,r .,.. i. P. J.-.. : 3 k' t tK't�., ', ,.`�^•y. .::n� , TeZ, .',:1:.. \ \ \ / \ \ .:;..: c •'T•.,!}+,,,jM_•*' '•�', R`.' .v : .: „`_ a ,�:.. .' �.. ' ` ryh`:•. �. «, 3¢.' ,Lr� e4 3�r {"Stiff,` ( - \ \ \ \ \\ \ J \\ \ 1 rr K. G st \ \ r ''i*W*•. „ - r • �'+w,,. . ,R+ w« •t i`• ) 'M!A• f ,{ x . ,` isA r,'\ \ \ \ •;,\ \ \ \ \ I J \ \ 1 ",-4 � _�'+• ww.� ( _ -t ' h +.ail ! �� � \ r \ \ ,..` \ \ \ \ \ \ \ I _ -'•.1,{ t�+ •►+�}3\C'�4�. � ti•4�.A.�;tt Gl,• `.�.'a�.� \ "' � ' ,: �-)8, * �x:' '� \ \ \ — _ _ _ . ` .�"R „r.w.c''AIF ..y �' .�r"'n4 f*,•„ � , a�v,, „' ,. _,. .:..K \ \ \ ae-�°Sb ts, j �p ..�' \ \ 't''�*F M;� I \ \ / \ \ \\ \ \\ 1 \ V d" J \ \ ` \ \ N 07 5705 W a l J — • .. ,. - f ,. \ \ �` \ \ \ \ \ \ \ \ \ \ \ / / ! / \ THIS HEDGEROVII �O BE \ \ ' \ \ \ \ \ \ \ \ \ \ \ \ 1 2.05 \ # \ \ REMOVED DUE TO kROPOSED \ \ 1 OJ ECIC I \\��,\ \ \ \\� �.\ `•.:,\ \\ \ \ \ \ I / ��1NERALIGNMENT\ \ \ ( k i - - "77. THIS �nGEROW TO .I ,, \ \ \ EMQVED'8UE TO PROPOSED L=� O5 \ 'N ,..� v A \ v v v v v v v v v v v v v ��V SLWVEFIGNMENT� /' I I v A \ \ \ \ \ IN. I\ \ \ / \ \ 1 R=3 7.32' \ E \ C / "\ /�7'05" Nth -/466.87' (PROJEs 8801 Fff W C / N09014'43 E 1t .SZ (491.94) (PLAT) \ \ \ \ .28 (PR JECT) ! \ \ \ L= 9.05'- 81 \\� \\ \ \ \ \ \ \ \ 30"W 9.28 / IF 0.27' / — \ / \ \ \ �T) 3'i / r —Pd 080-04 28 •84.82 _ — — — \ \ \N 0�7, 5 4��1 P'R JECT \ c IW OF IJ c a \ \ \ NO$'0 WE 8482' (PLAT) --=—a-:7 / . — \ I (/! ! // / / i / i/. i / �' �' i ' - ' __ -.. -'-••. ---' -_- _-t -_- _ -_ -` _- -- -- ---- _ - - .>. • _\ /\(\ / \ \/ \ \ �V �\-12-�\ \E \ 40S.�1\ \ \ \(AAT 1 \ \ ST\ONE WALLS\TBR RIDING IGRU NG RED OAK \ \ 'NHITpE I �P1 IIANDFENCING 3 A*PLE5 IN THST.B.R. T.B.R. AREA\ R OTHERS / - ------ -- -_- — / _ / A \ V A \ \ \ 1 / �� BOXWOOD REM VE PLAY O \V C 0 �`- fi , . � � _ _ _ _ _ _ _ _ ._._ � � � � - \ \ � \ \ \ I / --000O3 T.B.T. IF POSSIBLE)EQUIPMENT I /---------- ----_-�------ - -( 30" ---------- ALL EXISTING \ \ \ ( 1 / 1�-_' E-1 -., ' 12"P OA / / � '- _ _ � \ r WHITE PINE � �• w 1 T.B. . \ 1 10p PRE-DEyELOPAOENT / - - -� - - - - FEN�INb` aN� _ _ \ \ �l l , / / - DR AYAND \ \ T.B.R. I OR \ I Q I O 1 STREAMS FFERl1IMITS;/ �� ,---------------------_ ____---�gODERfi1'-TOrH� --�� \ 1 STONE WALL TO BE - I _ _ -- _ REMOVED - / i I j:w I I BARN REMOVED \ O 1 \ I 1 1 . T.B.R. v \ L 3" MAPLES \ 1 T.B.R. AMERICAN I ^ \ IN THIS \ \ ' ----- - / ) j I '1 i o RED OAK HOLLY \\ \AREA TAT.; ( I � r - _ _ -- ' \ !:�l 1 I I I I � T.B.R.o .B.R. \ RYOTHEIgS FARING D � �.•.YI I 1 MSI �PE 1 I l l// / � .---------•--------- -,- -_\� \ -/ SUGA \ \ 1 G UBBINGOF 1 �� ,,,, 1 MAPLE " \ \ 1 R DSIDE VE�ETA CSN \\.. !# l T.P.R.' I I T.B.R.' C 36 \ \ 1 RE UIRED FOR RO \ ---MERICAM - - _ \ . \ : ` I BARN 1 \ WIDE 41NG. MAIN \ - - \ \ / I I l T / HOLLY \ \ TRAF C FLOW O T. I T AP D FF \ I 1 1 ( / — \ \ \ l ( I r " \ T.B.R. \\ \ \ 240 DURING I I A RE IR T R \ \ 1 I 1 / / ✓ \\ I I I - 15 \ 1 I \ �� \ \ \\ \ ( I / / / _ \ \ 1 - - - \ RED MAPLE \ \ DEMOLITION AND W 1 \ I / _. \ \ I I \ ; ,,,� ; I � / - \ \ 1 Z � CONSTRUCTION. 1 \ 4\t�� \ \ \ \ \ I I I ( / / i / - _ \ I T.B.S. \ m \COORDINATE �C l PLA S \ / - J _ - - 1cxY I / REMOVE THES 1 1 Q � CONTROL, *ORK IMPROVEMENTS \ 1 m m LOGISTICS 8�1 PER IT ' \ 1 / \ Z 0 \ \ I I /a:` _ 28" ITH VDOT i •:,;�, A \ / / TMP 56:92- �- - -1wtAlY-I�/A� / `F '``�/ X111 Now of �ormeriy - - ' - - CRITICAL \ / I MAGNOLI MAIN \ \ ' \ \ \ \ \ \ \ \ ` \ / 1 m REPRESENT�►TI SP G 1 � � \ \ \ \ \ \ \ \ I � / / WEATHE MILL HOLDINGS LTD , - - ' - - SLOPES, TYP. \ , ° � � `` ! / l T.B.S. HOUSE 1 I I t WOU y \ \ \ \ / Q. .2863 PG. 289 T.B.S. \ 0 I ,. \ \ \ \ \ \ \ \ \ \ \ i \ /Zoned: RAS / _ 6" PIN OANSTUFgL Serviceit\ 5'Smp Plan: Indus'T.B.R.CRITICA4 t8Feavy IndustalUse: Ligh SL7PES, jYP� I 'I : \ 0/ l /HOUSE SEE COVER SHEET( D .B.R. 28" \ 1 I\ (UTILITY PLAN FOR MAGNOLIA \ INFORMATION T.B.R. 15 \ \ \ 15" HEVLOCK \ 1 FREGARDING WO 0 14ATU \ \ \ \ I / / / �- ✓ \ \ \ O ° 16w HOLLY o BE DONE ON EXI ING C/NTIt \ \ S T.B.R. \ 1 \ \ \ \ 1 / / / ED H T.B.R \ \ \ 1 1 \ \ \ LOPES, M \ \ \ I / i , \ \ I O AMERICAN z \ 1 1 UTILITY LIKES A PSS \'�` r \ \ \ \ I I OLLY \ 1 ROAD FRO�ITAG T.B.R. a5"45'X-EX. 1 1 I I 1 \ \ \ \ y \ \ \ I fEMOVF,� _ - - o AMERICA 4 45XEX. C&A. I I 1 \ \ _ •J. 1 � \ \ \ r \ \ \ Ono REDY 0. \ H O \ / ' LL \ TEL. CQ OF VA. T. T.B.R. \ EASEMENT 1 \ / MA IA 36" PINE 24� 1 (DB 121 PG 357) l \ I fl I _ T T.B.R.o MAPL\E, - - - - _ T.B.R. 1 20 PERIgt. DRAINAfE I / (- \ EASEMgNT DB 17791 I I \ \ \ \ V - _ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / \ • \ PG 506-5�07(PLAT) I I I J � � � \ � " �\•\ 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ MAPLE' T.S.R. \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ CDJNAT-EDVEFI'HEAD I TR. F4�SEMENT I SERVICE REMOVAL D.B. 1217 PG -.\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ WITH OWNER AND \ 357 RED aAiE _ - MOTE �� _ \ I \ 1 \ \ \ \ \ \ \ \ PROVIDER I / ) \ - ` J B.S. \ \ \ \ I \ \ \ \ \ \ \ _ _ \ \ Z:B.S. - - 1 \ — afraiv \ \ - - - \ ` - - - �. ! J \I \\ \ \ \ \ 1 dOG RED\OAK \ \ \ \ \ \\ \ TO BE\ K 36" OAK - - - - - - - - - - - - \ \ °"r<'v _'_�o�v-t-asty�-DOGN - 0— �8-°1 �1� ' ( OJECT \ SAVE r9 eF \ \ S ` , _ `o• \ r -t "' \ "� \ TMP 57A-1-35 \ zL \ \ \ \ ' / /'" r _ > ` - -1'MP.V 1.4- - - - _ \ \ \ \ \ \ 1 T P 57A-3-20 T -3- \ _ \/ \ ,/ _ _ _ _ r ` _ ` ` \ \ \ \ TMP 5IN UICHI KAMMI TMP�5J�4�1$ 1 TMP 57A-1-13 \ \ \ ` - _ = \ - / MICHAEL OR JUDITH - 7 \ ` \ \ � or FAY / TAKAHASHI 1 Now or Formed or 1 ��, Or FO�y, J Now or Formerly - - \ \ l \ \ I \ CATHERINE B. COLETTE EE I TMP 57A-1-1 '' - 54- \ / D.B. 1367 PG. 638 \ \`�, A F. OR ELIZABETH B CUC IA D.B. 1826 PG. 506 DEXTER B. OR \ i / , \ \ \ \ D.B. 1313 P / Z : fW \ WARE D.B. 1839 G. 001 HARRIETT GOOD \ MARC J. OR BONNIE \\ / Zoned: R4 �' g 19—� \ 1 \ 1 M • /Fon�edy\ \ Now or Fomme y ` _ / / / o J / ) \ \ I Zoned: 4 / p. Plan: 64 PG. 001 Z 4 I D. B PG. o SELVERSTONE ' ROY W. KENNEDY \ JOHN R. OR P QILLA A.NJ" , Comp. PIS h / / / : R4 Comp. PLA TMP 57A-1-1 D. / .B. 1586 PG. 679 \ 032 \ _ / _ ° I _ - _ \ \ \ \ Comp. Pjetr). / Neigh flood Density \ o Plan: bo De�siiyl I Zoned Now or Formerly R4 I 1 onetd: R4 \ on R4 \ - - _ _ : Rest \ \ \ ighbofiooft Use Residential TMP 57A h ood Use 1 / L DER P. OR REN ' C Plan: \ Comp�P4an / - \ r - _ \ \ \ �t,lse: R _ Now r F r1 III Comp. Plan: Comp. Plan: I I/ _ _ _ \ /� \ I 1 I QIP 5 34 I Y LORUSSO / Neighbofi sity NeighborhooSL sity J - \ , - P ffA- -42 - \ \ I ! CARO D. OUNG P G. 1 eighbofi Use: R a '� Use: Jteti I , _ - \ r� % i.� , - _ \ ( I I l / Now or Formerly _ \ B. 30 4 3 Use: R tsntial I ! 1 / ,� \ `` �- -F - - - - - -- I I I I I / MICHAEL W. OR 0 -.B - Use: i�\I I \ \ �/ EEN B. SATTERWH T ICHA KEL \ Comp. Plan: \ / \ \ \ c 1 , I I �/� % r B. 1 7 PG. TIBC ` �' �. I \ 1 \ / J \ B. 1244 PG. 061 I \ \ .B. 1 G. 50 hborhood / \ \ (/ \ �- r / Zoned"RK \ / ,i _ \ \ / ( \ Zoned: R4 N hborhood Density / / Zoned: 0 \ Ile: Residential \ \ J i . Plan. i - I \ \ : Residential \ ( \ `/ -\-� - / \ \ / �'p / — ✓-- _ ` \ // ! Plan: I Comp. Plan: i \ I _ - - , / / XNeigj�> / / / _ // N ' Density I I ( 1 i 1 e Ne hbork�ood Density \.. Use: Residential TH GHLA D� Use: Residential 1 I 1 L=10.55' R=2982.32' (PROJECT) L= 10.54' R = 2982.34' ((PLAT) m I 1 � T 1 17� � \ C m�;.� \ 1 IQ I mem � \ 1� 1 II •1 I � I I 1 I 1 1 IROPERTY LI E ICH RYNS DOWN Il CTER F R�UTE ( 2 TOB ANDONED IS .W.1 I I DICA D. I i I �' I I/TMP9� / ow or�0"rftm 1y JOI N W LAYfON JR. / D.Bzz 71 PG .743 oneRA / ¢om76se:pnkno)wn Plan. Opery Space / I J I 10' FENCE & 1 LANbSCAPEI I \ EASAVENT I DB 1518-42d 11 I 11/ � I I TMP 56-70 Now or Formerly TELLA,S. ROACI PG. 543 oned: RA \ G`empIan: Open SF _ It 'unknown -&NTRAI4CE T /EXISTING LANDING / TO BE REMOVED MATCHLINE SEE .4 • ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 40' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS Al rights reurved. No past or 1M MMWW p OWW by this copy" omni, Weal, designs, become or details expmaw on these p**) may be reproduced, d>«ged or u0nd in any form or by any mwns, eleMonlo or mechanicW, inchrdtrig PhobcopYinp, w mnN, or by any other means of retrieves sysbm without written wn*sion from Two Conowts, P.C. AMo, thew plan» may not be assigned to a third party without first written wA rimMon of Terra Comepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: V= 40' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of tha material protocled by this copyright (plant, Wess, designs, sections or doleft exprossed on those plant) may be reproduced, changed or ubb d in any form or by any mans, elocdonic or mohankol, Including phoboopykV, scanning, or by any other mart of retrieval system withmd written pwn*Won from Terra Concepts, P.C. Also, these plant may not be asegied to a #ft p" wW"g first written authorization of Terra Conoepts, P.C. O TERRA CONCEPTS, P.C. mmW SHEET OF 42 TMP 56-91 Now or Formerly BARNES-CROZET, LLC C/P CHARLOTTE B DAMMANN S 880714211 W D.B. 1884 PG. 165 ' 3 .28 Zoned: RA (PR Q JEC Comp. Plan: Industrial Service N �81 °46'30" Use: Light & Heavy Industrial S81 -46-30-W S81 °46'30"W 42.61 3.70' 74°30'30 N 07059'07" W 408.9 ' 9.28�413 T) 8 N 9569 6488 (PROJECT E 100 .7164 _NO_9° 12'41_"E_ 4_08.91' _CPLAT) --� PT 7 5' SIDE SETBACK NOTE: Y I I ROAD STOP SIDEWALK ATU 1 (X4) /� PROPERTY LINE OR AT LAST 5' Q I R11-2) / C*5 INTERVAL. FUTURE SIDEWALK W 1 MOUN#D TO / j�tJ/ �• EXTENSION SHALL BE coI -1 TYPE 3 INSTALLED BY ADJACENT DEVELOPER 4u/ to / ^p LOT 77 h 6338.87 SF / e/ LOT 75 / " / 0.146 AC 0/ 4- INT SECTION / \ / �/ A SIGN / \ a -2 & W16 -9P) PAVING; N / Q' / INTxTYP. 35 // ?O VN j N 91,$6-.7577 W / `%A B / �Vo/ / E 10132.4453 00Ti 0+00 S• \\ Tl TYP. 34 / \. S'i \ �9 s j� \�',� / / \ SPACE INt3 MATCH NE EE I (3.53) N 07057'05" W 461.49' (PROJECT) N09014'43"E 466.87' (491.94') (PLAT 0 10' 20' '0' (34.43) (21.00) (21 00) (21.00) (21.00) (36.00) (36.00) (2110) (21.00) (21 -0 0) (21.00) (21 00) (36.00)loss AENI�Y S t NOTE: . V ACCESS HVAC UNITS; TYP. +. AC+� STOP PATH AND FENCE AT _ _ _ EASMENT + + PROPERTY LINE. FUTURE ' I 4- - - I- - •--1 - - -4- - - P - - - - --�- - �-- - - I- - ---I - - -�- - - -4-- - - - + + + EXTENSION SHALL BE INSTALLED I 12' SECONDARY REAR SETBACK; I I I I I I I I I I I I ++ r-----------,---------------- -- + BY ADJACENT DEVELOPER x a M I - - L E - - + + I --- Z OD OD III + + + +1 • �° 1 1 ° 0 ° 0 0 0 I + + + + 2, . I I 1 + + 10 LOT 1* LOT 2 LOT 3 LOT 4 �i LOT 6 LOTIS I� I N I I LOTIF _ SLOT 3 _ LOT ! _ LOT 10 _ LOT 11 _ LOT 12 _ LOT 13 I 1 1 + + + + 3348.42 SF Wo 1811.71 SF 1809.61 SF 1807.49 SF Wo 1805.19 SF Wo 3089.21 SF I� 1 I I 3083.38 SF _ 17 5.86 SF 1793.76 SF 1791.83 SF 1789.57 SF 1787.76 SF 3037.84 SF I I + + + + TYP x I I 0.077 AC ' 0.042 AC = 0.042 AC = 0.041 AC 0.041 AC = 0.071 AC IN I I I 0.071 AC _ 0� 041 AC ° 0.041 AC ° 0.041 AC ° 0.041 AC ° 0.041 AC 0.070 AC I ( I W + + OD +++ + + I nl IMOD„ n I � � chi+ °Iu,D °Ivt° I°cr° k°n° 1 + + + Io l0 1$ 19 � � ?� � � 19 k Irn 19 � ( + + + + + + I I _ 70 ( ---- ---- + + • x - 16' PRIMARY �I�ONt❑ ❑ ut A�i� P.- _� - - - - - _ - - + 50�°13' 0"IE + x 00 R=25' - - 8' ECONDARY FRON TBAC ; TYP. - - - - - - - - - 5.50'I , - -*-' =2 '' + Icy . 1.09 21.00 21.00 21.0 21.0 36. 1 .00 1. 0 21.0 21.0 2100 21.0 2 .00 ' x ��' + II • Ix TTP. _77- - - - - TURN AROUtND , x F STOP S1C4N hep °+�r -$' C:R W:, TYP. I ' 5' 31�iaf; TYP. AREA 34 (R1-1) 34 StJB':3' RAMPEt3 AREA TYP. x NEW 4 -BOARD WObDEN -� G-12- COUNTY N FENCE 2' OFF PROPERTY I NO CUTLET 11+00 12+00 FEMA COURT 13+00 rrr-•--- PAVING; LINE x rP. l'' R: .W. 35 H 35 '1 v. \ \ / / '` R=25' TYP.*Ai 'I] I 1 1 1 a xl I /0 I RESIDENTIAL \ \ \ \ \ /' / (9.42 (55.86) (21.00) (21 00) (2 .00) (21 00) (36. ) ( 00) (21.00) (21 00) (21 00) (36. 0) �'p I N MAILBOXES; TYP. \ x // C3' - - - - - §ECO DARY FR NT SET CK - o 4 51 +(3') x - - LOT 76 / / 5870.46 SF � ' rL ` N - - - - - -_ - - - - - - - - - - - - - - _- - - � #�-' - -= FRO T__ -T K, P_ - � x 0.135 AC G,E- / / / �� \ \ \ - fA - --�- -- V) - + ; iil� - ---- - CR 0 + + 0 I w ! ° ° ° o ° ° 1 + SIG D 0 >I CCD ?� y �. �/ � /^ �p\4y \ $ $ $ $ $ � � D � �+++++++++ OPEN SPACE xl ri* O / / / \ 'L\ O\ \ G j W W W W {Cl) _ x I + -< � ° 1.39 AC. ` / DRi�� Q / '` , ,Qf / N 7 \ * o o Q O3 + to LOT 24 T 25 LOT Z6 LOT 27 LOT 2>s I + + + + + . x I , , G \ \�,� \ LOT 1S - LOT 19 LOT 20 LOT 21 LOT 22 LOT 23 1 1- = LO ' 2880.00 SF - O + + + + '� / Yl N\ \ 3214.60 SF 51680.00 SF �2 1680.00 SF 1680.00 SF 1680.00 SF * 2880.00S I I I I 2880.00 SF 1680.00 SF 1680.00 SF 1680.00 SF 101 m o I 0.066 AC y 1 =+ + + + + \ \ I 0.074 AC o 0.039 AC 0.039 AC o 0.039 AC o 0.039 AC o 0.066 AC I I I + I I I 0.066 AC o 0.039 AC o 0.039 AC o 0.039 AC o I N I 1 + + + + x i 4y\ cncc� \ 1 I ' 1 ' I' 1 1 I I 1 Ico I I 1� 1� I� I� I I + + + + 3 C7 INI,h� / \ \ ...� \ g g I + 1 Io Io 10 Io n l I �+ ' I a 5 / ° LOT 17* \ \ � �.o \ I I I I 1 1 I 81_17 0 0 o - �1� +�Q + + + + 8 x YS. 633887 SF \ \ ��\ \ I 1� --- - 1 v+ + + + + W D x 0 F STOP SIGN (R1-1) R=25% TYR INTX N 9474.1983 E 10280.5289 s�o STOP SIGN (R1-1) ��,� •'C - 260, S36045'1 T'W 16.00' I aD 1 \ o STOP BAR ti`�h1A* b IVY ° STOP ►1`b'x BAR 0.146 AC---- � ----- \ J 0 PFI RY RE R � SETBACI ; P. + + + + -4- + + + + ' AASTHALt d / \ - L - 12' SEC Y REAR SETBACK, TYP. - - I N . � ° + + + + + TYP. 6338 87 SF ��� /' / + - - - HVAC UNITS; TYP. + + + + + xl �• o 0.146 Ac / / Poi 21.00 21.00 21.00 21.00 36.00 (36.00) (21.00) (21.00) (21.00) (36.00) + + + + + �o °(21.43) ( ) o (� ��) ( ) ( ) ( ) + + + + + x• LOT 15 87 / �\ + + + + + S0& 1330 E+ + + + +141:143 + + + + + + + + + + + S00* 13130"Fi- + + + 435.00' + + + + + + + + + + I 2- 1 6338.87 SF �• /G� / '�� + + + + + + + + + + + + + + + + + + + + + + + R�22 5+- + + + + + + + + + + + + + + + + + + F 0.146 AC / / /' `� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + AMENITY SPACE + + + � , x , + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + 1 I LOT 14* ?j / / \ + + + + + + + + + + + + + + + + + + + + + + + R=4 � + + + + + + + + + �� + + + + 0' 12' k 6338.87 SF / /� -1 h� + + + + + + + + + + + + + + + + + + + + + + TYP.+ + + + + + + + + + + P. TYP. 0.146 AC � � �pQ�� `� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + • \ / 5� \ ►�`L + + + + + + + + + + + + + + + + + + + + + + + + + + C + + + + + + + I EA M# \ ' ` ' '�� + + + + + + + + + + + + + + + + + + + + + + + +SIDEIWALr� + + + + + ' R=50' x ! TY �S�•\ / .QQ-j _fRELdCAT0D P. 4 I + + + + + + S*OKE14OUSE + + + + + + + + + R 0 + + + + + + + + + + + + + + + + + + + + + + + + + + + 1TO BE CONVEWED INTO + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + x / + + + + + + + A-GARQEN SHED AND + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ry U + + +-ICHILIaRE"CTMTY -I- + + + + + + + + + + + + + + + + + R�2,5'F + + + + + + + + + + + + + ,�� 2 + SI T EA+S + + + + C�NTE�- ACPVITI�S TCS. + + + + + + + + +W + + + + + + + + + + + + + + + + + + + + R- / OP G� + + + + + + .+.BE S T BY.{ -H + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + � P OWN S ASIpTION EETI G H US + + + + + �I O ' + �+ + + + is"_ RI- f + + + + + + + EXIS IV�G)+ + + ++++++++++++++++++++++.++ +++ + + + + +CID �. �I •+1 .00�- + + + + + OT NqTE: DI ATE BY + •+� + + + + + + + + + + + + + + + + + + + + + + + + + + + + IN.� l R=1 + + + + + + + + WffH A F R�HE A LH PA1NG + + + + + + + + + + 4, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + / • 134°, . \ + + + + + + + + + + + + + + + + + HC•IRAMp; + + + + + + + + + + + + + + + + + + C+ F + + -� + + \ + + + + + + + + + + EYP. + H + + + + + + + + + + + + + + 8 + + n ' + + + + + + + + + + 34+ + + + + + + + + + + + + + #� + + + + + + + + + + + +++++++++++W++ + + + + + + + + + + + + + + N68°1Y24-W 3143.3$ + + + + + + 314 + + . PIPPED T 3 PARKING ,.,, 6` CROSSWALK � ��Rl-\ \ SPACES CG -6• B SIG (V1 INTERSECTION AREA N 6' CROSSWALK, TYP.- TYP. 34 PC 2 s W16 -9P) WICK�`'"IAM POND DRIVE � KEEP BIGHT 55 58 -� tij. \ 13 N 9663.3193' �� SOLID YELLOW LINE (1 OFF FOC); TYP. 12+00 SIGN(R4-7) 5, / P� S' E 10350.4744 14+� ti (R.O.W. VARIES) • _ 2 PARKING PE SYRIAN SIGN TYP S08°13'30"E 415.93' 13+00 _ I LOT 37 J / SPACES � 1'-2 & W16 -9P - - - - --- - - - - - - - - -- - -- - SIDEWALK; R-4.5 7112.51 SF / / \ �--- ----- \ 0.163 AC / \ 3 PARKING SPACES 3 PARKING SPACES F \ P. TYP 349' 1 TYP. 3 CGI V� / / / \ \ 5' I W LK; TY (+/- 4t?'} -4K AT - LMPSONE LID I- TE 27.76 (50.00) (50.00) (14.75) CROSSWALK own 10' FRONT SECONDARY SETBACK; HC RAMP, _ ° HC RAMP; F n'P � � --- I S08° 13'24"E 34� �' _" _ -•� 26,31, 38.25 / // � �-------------� �----------� I 20'PRIMARYFRONT _ ,-1 / FINAL DRIVEWAY - �. R-49 LOCATIONS FOR ALL I I I I I I I SETBACK; TYP. I CROSSWALKS TO BE . ' SINGLE-FAMILY LOTS MAY BE I I I I I I I I I RESIDENTIAL I I NOTE: I k- I_ PAINTEQ I C� LOT 38 ADJUSTED IN THE FIELD 1 I I I I NOTE.I I I I 34 MAILBOXES, TYP. I I ALL DRIVEWAYS SHALL I I 20' FR - - FLORESCENT I I 1?T BE VDOT CG -98' TYP ONt \ NOTE: SEE GRADING AND UTILITY / PLANS FOR SPECIFICS \ \ \ REGARDING CONDUIT. / DURING CONSTRUCTION. FOR ALL CURVE DATA I I I SETggCK - - ALTERNATING WHITE + , SIDEWALK SECTIONS 1 1 I I SEE SHEET 10. I I cn I 1 I I I I I I I AND YELLOW -GREEN; ', \ BENEATH AND IMMEDIATELY I I ( I I I I I� o f I I I I I I TYP, I +, TO EITHER SIDE OF EACH I I I I �I I I �I (Mnm l I (n I I NI TRAFFIC GUARD' I I \• ��, i PROPOSED DRIVEWAY ( I col ENTRANCE TO BE 7" OF I� chi I� �I I� �I I, 01 I, �1 I mol I I ROUND POST KEY LOCK, \ R=82.50' + , °\ / CONCRETE (PER VDOT) Q. ^ rn rn > a� L" I 10 °I m I RP -3505) 36" HT.' \ \ \ / / / / STD. 4" to I I N Lj I I NI I NI I • I I OoD $jl I (877) 727-7347- MASTER \ + 1 I� o I� N KEY TO BE GIVEN TO \ S84°23'22W p "� \ / / LOT 36 /sem / 1� �I 10D �I 10D I IOD �I I I CA "�+ / / W / 00 LOT 34 LOT 33 LOT 32 LOT 31 I LOT 30 w I LOT 29 \'CP \ / 11676.81 SF N 5813.99 SF 5799.06 SF �I 5616.03 SF I 1 D 6337.25 SF m o co EMBARQ REP. \ \ '75.67 ' 0.268 AC 1 I I 6279.02 SF 1 I 5814.07 SF I I I I I n -� 1 /°N c+�% 1 I 0.144 AC I 1 0.133 AC ( 1 0.133 AC I 1 0.133 AC I I 0.129 AC I �I 0.145 AC Icn \ \ LOT 35 1 l 1 1 1 1 1 1 1 1 1 1 1 \ \ •+ . I NOTE: / / 7908.21 SF I I I I I I I I I I I MATERIALS TO BE USED // / 0.182 AC I I I I I I I I I I I I I I I 1 FOR DRIVEWAYS AND SIDEWALKSERMINED BY BUILDER. DE • ASPHALT 0 \ \ ' PATH; 35 \ 1 I TYP. .\ \ I \ \ .x I PATHTO UTILITY PAD \ V REAR SETBACK I WITHIN 15' PUBLIC \ \ x \ 5 REAR SETBACK; TYP. ' --------� L-----------------------J-----------------� L------------� L-----------� L-----------� L---------- � L----------� L------------� .ACCESS EASEMENT \ \ 1 • N (105.61) - 579.14 - 559.28 - 550.00 - 550.00 - 550.00 - 550.00 - 558.80 \ ' \ - - - - - - • 55' OPEN SPACE x • S08013'30"E • 1609 \ • 2p' WIDE BUFFER STRIP • 4;13 AC. . , S-0801. 3'30" ' E 1945.78' (PROJECT) ' tow own mmmEww� 11110TMP 57A-1-36 TMP 57A-1-35 TMP 57A-1-34 R=52.50' Now or Formerly Now or Formerly Now or Formerly TMP 57A-3-19 TMP 57A-3-18 W. OR TMP 57A-3-21 Now or Formerly Now or Formerly TMP 57A-3-17 \ GARY F. OR ELIZABETH B. CUCCIA RYUICHI OR KAMMI TAKAHASHI MICHAEL TMP 57A-3-20 Now or Formed \ Now or FormerlyCOLETTE SHEEHY DEXTER B. OR HARRIETT y D.B. 1313 PG. 490 D.B. 1826 PG. 506 DOREEN B. SATTERWHITE CAROL D. YOUNG Now or Formerly D.B. 1839 PG. 001 I GOODWIN MICHAEL T. OR Zoned: R4 Zoned: R4 D.B. 1244 PG. 061 D.B.2663 PG. 558 CATHERINE'' B. \ / KELLY A. SISK Comp. Plan: Comp. Plan: Zoned: R4 WARBURT N \ Zoned: R4 I D.B. 1779 PG. 506 (PLAT) Zoned: R4 Comp. Plan: Zoned: R4 D.B. 1779 PG. 505 ❑ Neighborhood Density Neighborhood Density Comp. Plan: I Comp. Plan: D.B. 1764 PG. 001 Neighborhood Density (PLAT) Use: Residential Use: Residential Neighborhood Density i I Zoned: R4 Nelg ty Comp. Plan. Zoned: R4 \ Use: Residential Neighborhood Density Comp. Plant: Use: Residential Neighborhood Density Comp. Pian: Use: Residential Use: Residential Neighborhood Density N orhood Density Use: Residential Use:Residential I M ROUTE 240 ROAD IMPROVEMENTS BOTH ROAD PLANS THIS SET 8 A 14 �N 2) POB 22 N 10077.1765 I E 10290.9832 I 4.5' 10+ ,ING; M 35, )P BAR STOP SIGN (R1-1) I SIGHT EASEMENT; . TYP. I r STRIPING H NEW I 35 4 -BOARD WOODEN FENCE; TYP. 2' OFF PROPERTY LINE :A BETWEEN STING )PERTY LINE )PROPOSED )NTAGE )PERTY LINE BE DEDICATED VDOT AS R.O.0 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 w� SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of tN ms"i Protected by this oopyright (plans, ideas, designs, sections or ditk expressed on thea Plans) may be reproduced, charged or ubbed In any form or by any mans, electronic or mechanical, Indudi ovic opying, scanning, or by any other mane of reb•isval sysism without written pwff* w from Terra Concepts, P.C. Also, these plana may not be assigned to a third P" without Met wrklert auCarfzabon of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 42 TMP 56-91 Now or Formerly BARNES-CROZET, LLC C/P CHARLOTTE B DAMMANN D.B. 1884 PG. 165 PEDESTRIAN TRAIL - Zoned: RA (APPROXIMATE LOCATION) TO Comp.Plan: Industrial Service BE COMPACTED BY FOOT TRAFFIC LY AND TIE INTO Use: Light & Heavy Industrial EXISTING IL- LOCATION TO BE DETERINED IN THE FIELD MATCHLINE SEE SHEET 9 (EQUALS PROPERTY LINE) N 08004'28" W 844.82' (PROJECT) DURING CONSTRUCTION 71 7i T- 4_1/ /..1 / / 4..._ 1-4 _ T • _ - 76.38 (51.86) f _ _ 3. 5 SECONDARYEA RR SETBACK; _. _ /• � ,- __,, ___ -.__. _: 92i ------------- � �. , . _ �. /f :...�_ 1. 4 J� / \ REQ _ 1_ 1. /, _.. / . , % / •� . , _ . - , -\ I I I I • % .. - � ;..__ l•:�.. ! _�_ r _ .. l•� l_ •1.__ �. _ \ \ I I I I �� \ __ -- l 1.-1 ,.._ ._. ,, ,� .- �. I -_ • !, 1 1. f , .� •l \ 1 I ISI I I4 W CA •/_ ` cn I - 1 81 alp aoCA �,. /.. /. LOT 72 f� I oo I R> Y,Q 4y / / \ \ I Cn ° I LOT 71 I • 1 x - \0 I � iT co _ Aol LOT 69 0\ LOT 70 w I w Ry Eq .- / 00 co 0 10' 20' 40' 77 V REAR SECONDARY SETBACK; TYP. .\/ C ------ 7 i 7 O !n tv 10 REAR 10 REAR SETBACK / 1 NALLC C ° I SETBACKCA _ REVISED / MODIFIED STREAM BUFFER LIMITS / EQUAL REAR ADJACENT LOT / • / , / I 1 I LINES / �� LOT 77 IUJ{ / I / / a I� 0)LOT 75 / w 9078.42 SF 0.208 AC46 1 / \ I - I 89 SF - 2 % zy tT 4838.83 SF 5103 v R � S / /y5� I / / S \ 7558.35 SF 6206.82 SF / \ \� �\ I$ �I I� �I 0.117 AC I� �I4s�� ,.._._ / ._f' I _ • / . / i 0.174 AC W \ 0.142 AC 0.111 AC n l , f \ 33 I I I I �Y,o\ / /. LOT 74 I 1 LOT 73 \ __ s ` j /: �% 1 _ 6387.86 SF / 5852.25 SF 1 / / / l l / . t - _ . J , I �' \ \ I I I • 0.147 AC \ _ : / / /� - / T . _ / 0.134 AC 1 I \ I /._ . / ;1 / : {` f. I // f t .l . • yI -1 l �\ \ \ I I I I -! \ I I I I I RESIDENTIAL l` ._ _ 1 _. MAIL / 3 4 sTY I _ _ 3 f 12' PRIMARY FRONT SETBACK; TYP. OD/_�__,, f � / _-. 11 •f •�_,. �. \ \ ____-------------------------------------------------� � ;� Jf z \ _ 4' SECONDARY FRONT SETBACK;.i r 7 I PAVING; - �- - - - - - TY - - -* - - - / ', , l ,l• l I t, l l i 1 TYP. --T4g'R) -i - 35 _ - - _ / / 1 r 71JJI�L� 11 O .L if l i . �I '/ \\ i I--- / CONDUIT, TYP. h / / � \ �o f 12' FRONT SETBACK 1 / -------------- I / LOT 76 • - -_ a0 _ E / /All / - . f .. � • RSA @ . • A / / � . - j r . 7 PARKING SPACES / /Z. 8 PARKING SPACES - _ _ - _ - _ - - _ / F I S'AC1=8 - - 5+1 I -,�._ / 3 -- / _�� �. / T _ _r - - r - _ 2 w1 / l RI►i3 P _ 90o7.34s9 ° 3U.4't ) 3 ARS / V4 _ � PARK# p'r _ 3 / tirlT"ftOt'i 6' CROSSWALK T EASEMENT, 1 _ 7N 8335•!W' PACES � 20+t�0 _ '6TR1AN �f3N ) SMT EASEMENT _ 1-2 a 1Al'I�d-� A#'�A TYP. � � � / /• 'fib /..(21 W 1 1 MW % / /. / i _ .�.T lam, , I ,, l � !• l / -.1 N 8896 , 1_ R=25' fl f '/_ I l �t' / /. STOP SIGN ! l - R1-1 / E 10376 9909 1�5 PC, N81 E1 i 0 I �V LOT 80 1948.99 SF LOT 79 0.045 AC 2034.10 SF O < \ LOT 78 0.047 AC \ 3485.38 SF C \ \ \ 0.080 AC Ir + + +N (-I SE DARY FRON ETBA K + + EQ`� 16' 0 IMARY FRO ETBA K + -- - - - - ----- - - N c� + +�Cn OD ODc� IOD oo LOT Sb I I + w+ + c I I I w o LOT 84 + + = OT 86 o LOT 87 LOT 88 LOT 89 I /vj� LOT 82 -e LOT 83 2559 98 SF 1 I 1 2599 99 SF 1680.04 SF 1879.97 SF - 3070.53 SF I /Q�v/c+� / / LOT 90 / n L 3070.53 SF 1679-9451- -e1679.98 SF LOT 81 \ \ O\ 0.070 AC 0.039 AC 0.039 AC o 0.059 AC + + + + + I d.059 AC o 0.039 AC o 0.039 AC 0.070 AC �� °�O / 2969.53 SF°� LOT 91 ti 1�'lco 2945.05 SF \ \\ I I I o I I +I + + I I I o I C /� /� / // 0.068 AC 2033.15 SF ^^ \ 0.068 AC \ \\ $ I I II I oo p /,w Gj p 0.047AC LOT 92 \ cpm \\ I $ 18 I I I +I + + + +a,1 I I I I Q�� // •� 2185.00 SF�p^• \\ 0 0.050 ACS --� LOT 93 - . ' SECObMR + + + + _ + + IL- a P (MARY REAR SETBACK, / _ TYP.- / - � «O� 3999 39 SF \ - - - - - - SIDE SETBACK; L.__ - - - - - �/ / L � ° 0.092 AC / / + �NDAR REAR ETBACK; TYP. ^ / DE \ � S 81046'30" W S 81 46 30 W � / � � 2.68' (22.85) (21.00) (21.00) (33.00) + + + + + (33. ) (21.00) (21.00) (22.69) 2,34' C9 \ / _ o� ri NTY\ \ \ , / / tL + + + + + + + + + + +ONNDUIT TYP.-�T + _3 + + + + + + + + + + + + + + + \ \ \ / + + + + + + + +be + + + + + + + + + + + MVAC+U ITt TO 9E O'CATEt + + + C \ / / a PC N 94131.3780 R E 10271. TY 836°45'17VN INTX N 9474.1983 1� E 10260.6289 STR T cS S STOP SIGN ° (RIA) ��S1GMT 0 1 C62 C o u Ki V \ �� \ + 4FiVACTUNI'It5 TOLE Wk^ I ED 3007'116" Ai \ ?�,, \ \ + + AND SCREENED B11' OWNER + + + + + + + C+ + +NP+ + + + + + + + + + + + + + + 9 \ / 41 \ + + EVA +' + + + + + + + + + + •AND SC EENtD B OVOtR + + + + + 9 \ 011 \ HOMES + + + + + + *OR 11HES&TOV 4HC#ES Is _m, \ / + + + FOR T+IESfI: TOVWN TYPE" �4 S + + + + + + + + + + + + + + + + + + + + + + S�EPs;+ + + + + + + + + + + + + + + C100 O\ 16-9P C93 I} STEPS \ / / C'5 / / \ \ �\ S4\ C + + + + + + + + + + + + + + + + + + + + +% + + + + + + + + + + + + + + + + + + + + + �� / / / FINAL DRIVEWAY \ + + + + + + + + + + + + + + + + + + + + + + + + + + + + AM6NIT�Y SPACE + + + + + + + + + + + G / LOCATIONS FOR ALL \ H + S5a°12418" 6- + + + + + + + + + + + + + + + + + BA�IDST�ND + + + + 0-65 AC. + + + + + + + + X36° 48'01µ'W � � / SINGLE-FAMILY LOTS MAY BE � + 44.84 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 14168+ + + + PC / / ADJUSTED IN THE FIELD DURING \ 34 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + DE TR SIG + + - 34 N 9396 < / CONSTRUCTION. SIDEWALK A% \ �,y PT + + + + + + + + + + + F QO \ O �: 9970• � �-INTE�tSEC�TION•1AHEAp + + + + + + + + + + + + + + + � S+ � + E10 07 / SECTIONS BENEATH AND y �-\ ' - W1 \ LOT 47 7g A + + + + + + + + + + + + + + + + + + + 1�2a fI T) / 6 + + + + + + + + + + + + + + + + + + + + + +_ f IMMEDIATELY TO EITHER SIDE + + + + + + + + + + + + + + + + + + + + + + + + f( i \ OF EACH PROPOSED DRIVEWAY + + + + + + #AVII'l + + + + + + + + + GF✓ �' ,�q \ \ \ ENTRANCE TO BE 7" OF + + PEdESTMAN *GN N / CONCRETE (PER VDOT) VS. STD. + +/+_ *11-21& W 116-9P'j� + -34 + + + 3 5 TYIP. + + + + + + + + � � / / / \ \ \ \ 4" 34 + + 0813' + ++ +++ +191,J9' +++++++ +++++++++++++.- / 8819.40 SF / + + + + + + + + �- a - \ \ \ 0.202 AC C8 G / / \ \ `�S As;��\ LOT 37 PEDESTRIAN ' - 9 PARKINC3 SPACES 8 t�ARIfING ACES - \ / (WI 16-2 ----_--=----- o -�-�-- 1800 �- -- 18 i \\ 17+pp S 1330 18Y� -'" / SEE GRADING AND UTILITY \ ' NOTE: \ / \ \ \ GAF / / / P� R=97 V;`c PLANS FOR SPECIFICS \ O R=97 WICKHAM WAY 64 CRO�WALK, TYP H_ CG -6; TYP. - N 9286 7675 / \ REGARDING CONDUIT. \ \ \�^3 N 9006.7527 TYP; � \ ♦ ` TYP. E 10477.8456 (44.5 R.O.W.)�•`"#'RUW Slt'31�1'� E 1Q4bfl:37 Jtoe IVY LOT 38 \ e4// / / i \ 7326.16 SF \ 0.168 AC - - ll0 40 ' . _L57.76) _• -- --- 10.35 �61_94L - - �i6194 L .- -- NOTE: \ `� / F4 FRONT SECONDARY SETBACK; I \ MATERIALS TO BE USED \ "sr� NOTE: TYP. FOR DRIVEWAYS AND \\ FOR ALL CURVE DATASID \ V / ALKS SHALL BE LOT 46 /!� / ------------------------'-------� �15'PRIMARYFRONTSETBACK; � \ \ DETERMINED BYBUI DER. \gyp �c�\ SEE SHEET IO. LOT 48 / 8432.83 SF / / I TIAL \ \ 117. RESIDENTIAL \ \ / 0.194 AC / / / I I I I I I rr TYP. I I MAILBOXES; TYP. \ (p_\ \\ / /W / I I I I I I Ln N I WI 34 \ � o\ \ /e / r� I �I I �I m v I I \ �\ LOT 39 /�� LOT 45 /o / iV �i ly of Iv o v o \ �\ m rn I' 81 N 70305..60 S \ \ \ \ / /�ti / / LOT 36 \ \ / 168 AC 6564.68 SF /- / - A I �il 1• ral LOT 40 \ \ ° ^ / LOT 44 I �l rel LOT 43 l y 1 LOT 4A v LOT 41 ~ A IV 1 I� I IA WqI n Ico I I 5127.81 SF \ \ /y / 4883.84 SF I } 4443.41 SF I I q1 4443.41 SF ( I 1 4465.59 SF 0 1 I 0.118 AC \ \ \ \ mss\ 0.112 AC i 12� 0.102 AC I I �1 0.102 AC I I �I 0.103 AC ( I I \ \ \ � • \,\ I I I I I V REAR SETBACK; TYP. I \ \ / \ \ / / / /----------� L -------------J I--------------•� �-------------� �-----------------� ----------------------� L------------- -------------------� \---------J--------------------J ------ 75.59 61.94 - 561.94 - 562.94 - 579.48 - - (89.21) (146.32) - 40.43 - - (90.25) _ - - 5 - �- S08013'30" E 1609.55' • 20' WIDE BUFFER STRIP; TYP. . . S08-0 1 '30" •E •1945.78' (PROJECT)mommimm" fallimm*mim. - - - � - - -�-- S08058'18"W 1985.11' (1960.06`) (PLAT) / TMP 57A-1-44 I TMP 57A-1-42 \ TMP 57A-1-12 TMP 57A-1-13 TMP 57A-1-14 TMP 57A-1-43 Now or Fonnedy r1 Now or Formed Now or Formerly Now or Formerly Now or Formerly MARGERY WOLF Now or Forme y Y ALEXANDER P. OR KAREN I MARC J. OR BONNIE M. ROY W. KENNEDY JOHN R. OR PRISCILLA A. JOHNSON D.B. 1586 PG. 679 � D.B. 1272 PG. 032 I1A�CHAEL G. OR JUDITH B. ELY D.B. 1327 PG. 718 � L. LORUSSO I SELVERSTONE D.B. 1367 PG. 638 Zoned: R4 D.B. 2230 PG. 013 D.B. 2241 PG. 226 Zoned: R4 Zoned: R4 Zoned: R4 R4 Zoned: R4 Comp. Plan: Comp. Plan: Comp. Plan: Zoned Neighborhood Density Crimp. Plan: Neighborhood Density Neighborhood \ Comp. Plan: Comp. Plan: Neighborhood Density % 9 tY Use: Residential Density Neighborhood Density Use: Residential Use: Residential Density Neighborhood D ty g ty \ Use: Residential � Use: Residential Use: Residential / TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG• COMMENTS 6. 8-16-06, VDOT COMMENTS AN Vft reserved. No part of the material waeCl.a by this cpydgM Om, Iden. da4m, secdom or detaft vpvssed on thew plane) may be reproduced, chard or uWzW in any torn or by any man, elaCtril or medwical, indudit p1wiftopift, wannkly or by any other main of retriwal syaMm wWout wrftn permiabn from Terra Cormpfs, P.C. Also, thew plane may not be awlpmd to a third party without fleet wrilbn autFrorizatlon of Terra Concepts, P.C. 0 TERRA CONCEPTS, P.C. SHEET N 08004'28" W 844.82'(PROJECT) N09-0 '20"E 8".82- (PLAT) Imp PARKING Q 78 BUMPERS KEYSTONE MODULAR BLOCK WALL (OR EQUAL) Ife, //KE MO WA rN ,_v- YWESTERN RIDGE H - _4COMMUNITY SBE I40go, MAILBOXESC UNITS TO BE LOCATED SCREENED BY OWNER 1' LOT61 1\ U42372.94 SF ;/ -/_, / , 4./OR THESE TOWNHOMES 4f 441 x0.054 AC LOT62*2257.22 SF K0.052 AC vSTOP SIG71 - �, -../ / �._/ - J1612.44 SF 1562.43 SF 7- 0.037 AC 0.0W AC1562.44 SF0.036 AC LOT 59 -3 LOT k� 1612.49 SF N 1140,C3007 1578.55 SF 0.037 AC E t 4078 0.036 AC 0 0611 ICA' ff TYP. 1724.66 SF LOT 0.04 0.037 AC Cb I DOW. 00 or OPEN 0, AMU 14b I r SPACE T_ - Z 4- 0.0 ONE *AY LOT 57 1612.39 SF 4p 37 AC 7 85 wyl FOR GREENWAY LOI 56 Ay 1042 CO j* TRAIL I NFORMA I ION 1354.30 SF NOTE: SEE SHEET 0.031 AC 44- /. ALL PARKING SPACES TON 7 DETAJLS 4-0 R 50, SHOWN AS ON -STREET SIG 'ARE NOT TO BE STRIPED INTHEFIELD 0 lot 20' 40f ./- LOT 69 / NTX E 10376-9M C, COUNTY SIGN Op. O'k tw 2142.36 SF X X X 'A X0207%0 8850. V O�E WAYY- T" A4 1 0 MIN Y. W YIEL� SIGN N 836P.8023 2C 14 DIVE R TY H 4 3 PARKI SP YIELD AHEAD YO.39 AC:A 'A SOLID YELLOW Ll AT CROSSWALK S 080 131 122.03 N 3.8748 )k 26+00 PC 'HAM POND DRIVE 25+00 14fA A N 8623. we WIC INTERSECTION AHEAD SIGN, (W2.8 & W1 6-9P) 0.01 AC. v4ei -A INTX 34 ONE WAY E 1 96.111,27 uu RESIDENTIAL `I>1 8) t`400 nL: _I I III Cie wow 1050. 36 1 PARKING k/ p SEE SHEET 10. 20' RIM SPACE F 15+00 ;00t FOR ALL CURVE DATA F1 L DR E 7TRYOP-77 21- BE JU ED'KTE Co 'WAY E IRANCE TO BE 0 FOR bETAJLC�-__ 0 M EAC RCC:TEED PRIVE Cn It X 10 Ln ICn N) M Co .024 (b 71- LOT M M LOT4141 ell 00 �739. %F E> 0.2247 1 11 1). �4 AC LOT 46 00 L 1 ?5 AP L 6` 7014 LOT 48 LOTS INDICATED BY LOT 0 0 5 2.TS 7v 14786.82 SF REPRESENT THE LOTS 0487 2 SF CA 170 WITH AFFORDABLE HOUSING 1 7 0.�31 NOTE: 0.340 AC /' � � � / ' | / / | � | U / | FOR DRIVEWAYS AND S KS SHALL BE D21E--- --- --- ' | | SEE GRADING AND UTILITY PLANS FOR SPECIFICSREGARDING CONDUIT. --| | �����������| Tp _ __________ \ / / -k \ _/ ---------------�� x �-------- � ----| _�__/ -�_-� -^_-�SO8P 13'30" E 1809.55' NOTE:HOUSES SHOWN bN LOTS 48-5� 2U BUFFER STRIP; TYP.ARE APPROXIMATE AND FOR LJOT0 SI fiNG PURPOSES ONLY'S.08.13'30" E 1945-.78' (PROJECT)20'EXISTING S08056' "W 1985.11' (1960.06') (PLAT)SANITARY SENNEREASEMENT -7 TMP 57A-1-8 TMP 57A-1-9 TMP 57A-1-10 TMP 57A-1 -11 TMP 57A-1-12 TMP 57A-1 -13TMP 57A-1-6 TMP 57A-1 I Now or Formerly Now or Formerty Now or Formerly Now or Formerly Now or FormeriyNow or Formerly Now or Fonnerly Now or Formerly /ALEXANDER P. OR KAREN L. LORUSSO MARC J. OR BONNIE M.STEVEN OR KELLY -ANN RAYLE SEAN A. OR SUSAN A. MILLER DANIEL F. DUNSMORE DAVID L. OR JENNIFER E. CLAUSS JAMES W. OR MARCY DUDLEY G. OR DIANE S. ROBERTSON ItZoned: R4 D.B. 2241 PG. 226Z( ned: R4 Zoned: R4 Zoned:R4 Zoned: R4 Zoned: R4 Zoned: R4Comp. Plan: N ighborhood Density Comp. Plan: Neighborhood Density Uornp. n: Neighborhood ;ity Comp. Plan: Neighborhood Density Comp. Plan: Comp. Plan: Comp. Plan: Zoned:R4�se: Residential ood D nsity Neighborhood Density Neighborhood Density Comp. Plan:Us : Residential NeighborhUse: esidential Use: ResidentialAfter-Ftesidential Use: Re e: Residential Neighborhood DensityUse: Residential AN rights reserved. No W of Ow "*"I Volacled by Vvis or utilized in vW form or by any means, SlOckoniC or from To" Coticepts, P.C. 0 TERRA CONCEPTS, P.C. GREEN SPACE AND AMENITY SUMMARY Total Site Acreage: 15% Required Green Space Acreage: Green Space Ac#•eage Provided: 10% Amenity Acjreage Required: Amenity Space Acreage Provided: 20.52 3.08 16.63 2.05 2.11 WESTERN RIDGE COMMUNITY Q�Q SCO � (0.h Q- ♦• , h o ,o to/ LOT 61 yo 2�ss� ti, w LOT 60 ` SO' / Q ♦ � ° OQ' ♦ ' •' o� / '?SSS 4C37 / LOT 59 61 O♦ / LOT 58 50. NOTE: n� FINAL DRIVEWAY LOCATIONS- v 400 FOR ALL $INGLE-FAMILY LOTS �y/ 41MAY BE AIDJUSTED IN / DURING DONS RUCTIONESIDEWALK QFIELD�� 15�S , / / • / LOT 57 0 / o Ord --n %U46 OCWGA-rU A&lr% 1LAAAGr%1ATCr V -r^ . (V jr o ,� titin w Q ( LOT 55 / Z0 s,oO � A s\�ll ��l &V CO ♦ R �S CO ♦ / �T (15 v •�4iv/ eco g ` J ' ..•'' / LOT 54 % /% � , � • / 10465. • / / / 0.240 •/ / / %/ '/ .Oy L"NGPAC 7 • / / / q�//Q• °c+ry cb�L / / SHOWN AS ON -STREET ARE N9T-T66 771// THE FIELD/ V S�.�• /o / , NOTE: . 6 SEE GRA AND U LI �8 ti X00 PLANS FOR IFICS . 5�72�// / / / REGARDING CON j / 0ti \ ♦ � �e0 / / NOTE ,Q •�' / / FOR INFORMATION ON / / / / ' \ p ry , GREENWAY T�tAIL (CLASS B)- / LOTS RIGHT-OF-WAY AND LO 2 0 TO BE LOCATED IN FIELD BY LANDSCAPE ARCHITECT \ ROADS SEE SHEET 10 FOR 1� !� DETAILS _ lb' \ / / / / MATERIAL BE USED b► 00 / / / FOR DRIVEWAYS AND SIDEWALKS SHALL BE DETERMINED BY BUILDER. OPEN.SPACE / ^� ♦. ----------------- ,'_ _ (134.04 _ ' • S 0801.3'30" E' 1945.78' (PROJECT) ' -�--- S08° 18"W 1985.11' (1960.06') (PLAT) 17 7 \ TMP 57A-1-6 TMP 57A-1-7 TMP 57A-1-5 Now or Formerly Now or Formerly Now or Formerly STEVEN OR KELLY -ANN RAYLE SEAN A. OR SUSAN A. MILLER / JOHN D. EGGLESTON D.B. 2291 PG. 376 D.B. 2176 PG. 434 / D.B. 2322 PG. 339 Zoned: R4 Zoned: R4 Zoned: R4 Comp. Plan: Neighborhood Density Comp. Plan: Neighborhood Density Comp. Plan: Neighborhood Density Use: Residential Use: Residential Use: Residehtial TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of the ma"I Mbcftd by this copyright (Plans, ideas, deegne, sections or dales expressed on two plans) may be roprodumd, d*VW or utilized In any form or by any means, electronic or medwicel, fuarq pholwopying, soannkhg, or by any otw menu of retrieval sp*n w*W wrrftn Penrhlseion from Terra Cor"Pts, P.C. Also, tum pluu may not be sseWeed to a third party without Met wrkten autwrizatlon of Tem Coro", P.C. © TERRA CONCEPTS, P.C. SHEET x X x x x 1x x x x x x x x x x x X x x x x x x x x x x x x V S�.�• /o / , NOTE: . 6 SEE GRA AND U LI �8 ti X00 PLANS FOR IFICS . 5�72�// / / / REGARDING CON j / 0ti \ ♦ � �e0 / / NOTE ,Q •�' / / FOR INFORMATION ON / / / / ' \ p ry , GREENWAY T�tAIL (CLASS B)- / LOTS RIGHT-OF-WAY AND LO 2 0 TO BE LOCATED IN FIELD BY LANDSCAPE ARCHITECT \ ROADS SEE SHEET 10 FOR 1� !� DETAILS _ lb' \ / / / / MATERIAL BE USED b► 00 / / / FOR DRIVEWAYS AND SIDEWALKS SHALL BE DETERMINED BY BUILDER. OPEN.SPACE / ^� ♦. ----------------- ,'_ _ (134.04 _ ' • S 0801.3'30" E' 1945.78' (PROJECT) ' -�--- S08° 18"W 1985.11' (1960.06') (PLAT) 17 7 \ TMP 57A-1-6 TMP 57A-1-7 TMP 57A-1-5 Now or Formerly Now or Formerly Now or Formerly STEVEN OR KELLY -ANN RAYLE SEAN A. OR SUSAN A. MILLER / JOHN D. EGGLESTON D.B. 2291 PG. 376 D.B. 2176 PG. 434 / D.B. 2322 PG. 339 Zoned: R4 Zoned: R4 Zoned: R4 Comp. Plan: Neighborhood Density Comp. Plan: Neighborhood Density Comp. Plan: Neighborhood Density Use: Residential Use: Residential Use: Residehtial TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of the ma"I Mbcftd by this copyright (Plans, ideas, deegne, sections or dales expressed on two plans) may be roprodumd, d*VW or utilized In any form or by any means, electronic or medwicel, fuarq pholwopying, soannkhg, or by any otw menu of retrieval sp*n w*W wrrftn Penrhlseion from Terra Cor"Pts, P.C. Also, tum pluu may not be sseWeed to a third party without Met wrkten autwrizatlon of Tem Coro", P.C. © TERRA CONCEPTS, P.C. SHEET ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of 1M material protected by this copyright olwo, dw, designs, mooWns or dWft exp use on time plana) may be reproduced, ctw oW or utilized in any form Or by any meant, aleck Or mechanked, WxkX* g Ovk=WkV, scannft, or by my other means of rob iev system wNhout written permteaw from Tarts Conospls, P.C. Also, these plans may not be n*Wod to a third Party wmwm first written auMoumon of Tem Condom' P.C. © TERRA CONCEPTS, P.C. SHEET OF 42 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights ressrved. No pat of the ffeWW p vbcbd by ihls Copy" (plans, Ideas, designs, sectlons or detail$ sWiss d on these plan) may be mVo&md, or utiNzed M any Corm or by any meant, elacbeft or moMmic 1, includkp ptabcMkV, scannkq, or by any other means of ratriwal syaNm without wriftn Permisebn from Terra Concepts, P.C. Also, these plans may not be assigned to a ttwrd party without fleet written suthoAcatlon of Terra Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 42 lXDxRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M riphis reserved. No part of the materiel proMctsd by this oopyripht (own, floss, d"ipns, "dtons or decals expressed on three plena) may be rsproduood, dapped or uWzAd in any form or by any moans, elec tonic or mechanical, indu*V phoboopoV, soonnft or by any other means of retrieval sys*n wMxKd wMw PWffft& n from Terra Corxepts, P.C. Also, the" phn s may not be aseipned to a third party without first wmen auCwfttbn of Tana Canospis, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 �...✓' - AGISATIC BIENCH l77 f---------- -------- �_--_,\ �\ \\ �\ \ \ \ NOTE: 0 10' 20' 40' \ \ \ \ \ \ EXISTING HEDGEROWS ARE TO BE MAINTAINED IN A NATURAL STATE \ \ - --` - - - - _ - - - - - - - J ^ - f \ \ ACCORDING TO THE WICKHAM POND'S CODE OF DEVELOPMENT AND - - - - - - _ CCR'S. THE HOMEOWNER'S ASSOCIATION IS RESPONSIBLE FOR THE UPKEEP AND MAINTENANCE OF THESE HEDGEROWS. PERMITTED \ _ _ _74 MAINTENANCE OF ANY PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION, SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR o DYING SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE Not \ PUBLIC'S HEALTH AND SAFETY WITHIN THE COMMUNITY. MAINTENANCE - - - - - - - - - - - - - - - - - - - - - ' \ AND REMOVAL OF SPECIES SHALL BE AT THE RECOMMENDATION OF A \ CERTIFIED VIRGINIA ARBORIST. TYPICAL FOR ALL GRADING AND UTILITY \ SHEETS. \ N 08°04'28"-W 44.82'(PROJECT) 1 \ \\ \\RINI OWN =11 =1 IMP INNER MAL ALM 111111 Im m \\ \ \ \ \ N09°0T20"E 844.82' (PLAT) -N- \--._.. ...---__. -- - TP------__TP.----.._-------T'P------------TP--\------Tp- P-------- 7,1 - - -- -- - -- -- - - - - .-- - - -- -- -- - _ -- - . --- - - - - .. -. - --- - - --- -- - - - - --- --- P .._ �P - -.- - TP" _ -I� TP _ \ \ - - --- -- _ _.._. _ ---- - P �P- -- T*'- - -��'. _-r -- - - - - -TRY ___ _._ T -----..------ T - - � TP T l ---------TP - - - - - - - - - - -- - - - - - = 20 11v4RY �_ -- _9 -�_---------/ / \ 'SAN \ \ \ 1 / / / / / / I SAN. SEWER'.' _'_------_... - - - _ - _ _ / \ LOT 77 / - ..../ /' S S S S S S ------._ -�_ 8" PVC ��' / / / EASESEWEMEI�IT 2 'PRIVATE SANITARY \ \ \ S - - - - S.S. , - j SWER EASEMENT \ \ \ \ \ \ \ / I / -•� \ r LOT 7P APPROX. - I / -- - _. LOT 74 LOT 75 ,/ / APPROX. / \ FRE 31 APPROX. '\ .----------------- - - - 20'SANITARY FFE 41 FFE4�3/ I \ -------»-.----_- SEWER EASEMENT - - 0 LOT LOT 71 / _a.OT71 LOT 73 --------------_- 32 AP OX. / / / / / / APPRO / / ' APPROX. APPROX. \ \ FFE 39---F-EF-41--------- --/ \ /,FFE 27 / / / ( / FFE / _ - ---._.-- ------------- - 2V SANITARY _ ---- SEWER EAS/WENT / --- -------------------------_ 28 / 30 / I / 36 4:1 - - - 1 - ,Z00'-,- I - A6 A7 / / I / _ _ - CONDUIT; TYP. 44 1 I 1 /woo �F \ SWM / SWM F (mr- \ S� -- -- - '- T76 SWM W WATERI.INE' .- 8" Q.i.lr'. WL" S - 1 4 / T'P \ _ - , ` ..,_,•_ ��- --- _._. 1 / 1 TOR .TER } I / / 22.5 MANA NTI I EME , TYP. � ,. ., . ; I I I 1 1 1 wM SvuM / I RR svvM swM s -- - \ SWM SWM S - - - - - - pV 1 - \ �/ /10 I 1 �► \ 1 _ - - - - 22.5', BEND. 34.76 -- - - 10 - 36.10 33 - - --- 00 - -- - I e� \ I \ I 1 I - - 41.33 --- _. _ 42.67 iW4.00 \ 347 .0113 38 LOT 8 LOT 83 / LOT 84 LOT / LOT 86 LOT 87 LOT Alla LOT q // I APPR X. APPRCk APPROX. APPRPI / / APOROX. / APPROX. APPROX. APPAQX. j LOT 90 \ \ 1 NT27.8 \ I LOT 81 FFE 3 .52 FE 39!52 FFE 39.52 FFE 4'1. FFe 42.52 i FFE 41.85 FFE 41.85 FFE 41.18 APPROX. \ \ I \ / FFE 42.52 LOT 91 _ _ ^ ' 00- APPROX. \ \ I I I I I / I I APPROX. \ \ \ \ \ \ L T FFE 32.52 ► / / / / - FFE-4"2- LOT 92 \ - \ APPROX. - 1. 1 / - APPROX. •00' ZQ.85 \ \ \ LOT 79\ FFE X50.52 \ 13 85 _ - / / --- - - FFE 44.52 R' \ \ \ \ \ < \ \ APPROX. \ I 76 34.6 L_L_��J 36.1 / 1.33 / 41.33 �- 42.00 X2.67 _ _ - - \ OT 78\ E 30.52 29. I 1\ - I / _ ,� / - / 44 \ _ APPROX. / \4001, A ROX. \\ \ \ 5 \ \ \ 32 - '. FFE 46.52 \ \ \ \ FF 8.52 \ - -- I 38. 00, - C \ Cl S. 48. / , \ \ \ -�- --�-------r- - - f--- -/ -- �- � ' \ as \ \ \ I \ (3) 6" RISEN , TYP. STD. SB- / 1 \ 3. (8) S \ \ 1 43.70 \ \ 1 \ \ A \\ \ � \\ DOMESTIq SCALE 42.70 / / / /- ti \ \ \ \ 2 \ \ \ \ WATERLIN 1 F --El / h 5 \ \ \ \ \ EXTENSIONS FOR 44.5Q \ \ \ \ I \ \ \ \ \ \ YARD HYD TS EE \ I I / / / / „ `fRONT ANDFEAR - - ` ��\ \ \ \ \ \ OF PAVILION. �2'� 43.0 X3.75 I / / \ \ 6" TEE \ \ I \ \ \ 1 1 - V \ S, ♦ \ \ \ \ \ \ RPS CKFLOV�I\ \ \ I / / / / / / T 37 \ \ \ \ \ B \ \ \ \ \ \ DEVI WILL BE REQUI €D. \ \ I / / i `11C BE5 B�La� SLOT 4T \ \ \ \ \ \ APPROX. \ / \ \ \ \ S` \ , FFE 23 S -, ''I] w- � , - V,-" F 000, SWM \ \ \ WM \ \ SWM 1 S - \ - - - - -\ / / \ APPROX,LOT 38 \ m /\ FFE 53 \ \ \CR I \ BZ LOT 4a' � � \ \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ tv \ - APPROX. --� _ \ \ \ \ \ \ 0' ST R�M \ \ \ \ \ \ \ \ \ \ \ \ \ -FFE 25 \ \ \ \ \ E ENT\ .40 LOT 39 LOT 40\ \ \ \ I \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ APPROX. \ \ \ ' LOT 36 \ \ APPROX. \ `� \ \ \ \ \ \ \ FFE 28 \ _ HOT 44 1 I \ T 43 \ \ \ 1 \ \ \ \ \ \ \ \ LOT 40 \\ \ FFE 53 \ I \ - I I \ APRROX. \ I \ APPROX. \ \ I \ \ LOT \ LOT 41 \ \ ,PPPROX. \ \ FA \ I FFEi30 \ \ FF" \ \ \ 1 \APPROX. �\ AFFE O_� \ \ \ FFE 51 \ \ \ \ CO \ \ \ \ \ \ 1 \ I \ \ \ \FFE 44 \ I \ \ \ \ \ \ ss �DI J L- _-- --- TP -_.__TP\ TP ----TP--- TP - ------ TP .._. -TP �--.-TP -- P----_-------TP-------TP---- \� \ \ - I I \ \ \ \ ' IN \ \ \ \ \ \ \ \\ \ \ \ \ \ 32 -- - I \_ TP __ TP -- -TP ---\- --� -TP---------\ \ \ \ \ 32 JP \ \ / TP --- - - \ \ \ ---- -- \ 'VWTSM. EW -1 IW6Z6.� --._ \ C� '3011 E- � V �l-- 625.0 aur m �S 8�°58rT8'9Ik 1985.'x'1 L(1960 6�') (P�►01 T E IJDM.ILDXA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: 1VIEK REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS All rights mwved. No part of to rnMsrial protecMd by ft copyright (pans, idaaa, da", sections or details oWesaed on t»ae pans) may be mproduosd, dwgW or ufted in any form or by any moans, aaoMft or mechanical, indudkp plwwcapykq, scanning, or by any other meam of retriwel sysMm wRfaut wrigan pannlsabn from Tena Conosp%, P.C. Also, fmw pans may not be assigned to a third party witlhout Met writen aulhoAxatlon of Terra Conospts, P.C. O TERRA CONCEPTS, P.C. SHEET 60 OF 42 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M righb reanwd. No part of the material protected by ads (oMdght (puna, Ideas, designs, section or details expressed on arse plans) may be neproduad, changed or uft*d in any form or by any mans, electwft or mechanical, W4uding plw/ocopykq, scanning, or by any other mans of retrieval system wWwid written penrdabn from Tena Concepts, P.C. Atw, two plans may not be assigned to a third party WNW flat wrNten auaarizoon of Terra Concepts, P.C. *TERRA CONCEPTS, P.C. 0 10, as �a s / r� ! / / Af (b / ) LOT 61 / � / WESTERN RIDGE 1`' / // , 18.85 COMMUNITY // // / �// �/ / / / / ,% ►.ti' \ \ / / / / // / /♦ ^// ' LOT 60 18.85 LOT 59 18.85 LOT 58 .8 18.8 Afj 18.8 LOT 57 .85 OQ' 41Z - LOT 18.85 / 27.cj 5 / L Q T5/5 \ / 18.8 +� \ 27.85 40 \ \ I // f♦` \ i I / D lo \ OI r e / / / / I' •'� \ \ \ I SBI � 1 ( I \ \ 1 T 541 O / A PROXI I I FE: 191 r � i IV ul / / / / �� ♦ � // / rpO I 1 i o i i I I / LOT 53 / / / �/' / �� ;tom �.� • / / . � � I 1 I \ \ / 1 �;i ' 1 /1 1 1 11 1 NOTE: \\ �O ELECTRIC METERS SHALL INSTALLED ON HE BACKS O ANY SINGLE FA41LY DETACHED HOMES. \ / / / • • � / S 08013'30" . E 1945.78- 'ROJ ECT) //, Ai S08 T8"W 1985.11 (1960.06) (P I E."MRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 19)= 20' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN riphb ,ow . No pert of ft ffe"I protecled by nNt copyrig t (Pm, Mom, desipnt, sections or ditk expressed on #me pW*) may be reproduced. Chapped or ufted In any t m or by any means, eNohonic or madmicai, krdudkV Waboopyinp, scannkp, or by any other means of retriw* syslsm w*W wrftn pwff* m from Terra Concepts, P.C. Also, thew Plana may not be ossoW to a thkd p" without Ifrst writ0en authorization of Terra Caxepts, P.C. O TERRA CONCEPTS, P.C. SHEET 6* OF 42 —SAT BENCH SANITARY STRUCTURE SCHEDULE WM,• - tummKL= -� : K-2 / I / I I L \ \\\ \\ \ \\ \\ _ NOTE: EXISTING HEDGEROWS ARE-TQBE MAINTAUMD IN A NAT-Ot ST TE : TO THE WICW M ONM COQ€ OF DEVELOPMENT \ \ \ \ CCR'S-'iFiE FKXNEOV*MRSaSSOCIAT[ON 13 11116PONOWLEFOR THE �® •rte \ UP -KEEP AND MAINTENANCE OFTHESE.ti,EDGEROWS. PERMIM0- 4AMMENANCE OF ANY PRESERVED HEDGERDW, OkQTHER EXISTING ' - ` \ VEGETATICA,SuLLvieu m-p*-FewONAL OF ANY w4mrvEs &AD OR — — — DYING SPECIES AND ANY SPECIES DEEMED (ENTAL TO THE PLMift-RE1mum ANosAxFETY wrmN THE NANCE AND REMOVAL OF SPECIES WiAM-SEAT THE RECOMMENDATIONROP-A \ — VIRGONA ARBORIST. TYPICAL FORNG GRAQIAND UTILITY \ ®��K-T—rflm I&GA., \ ������:LY��3•:f:ii:��l•UIIS-'_;:•� —SAT BENCH SANITARY STRUCTURE SCHEDULE WM,• - tummKL= -� : K-2 7i L �® •rte ®��K-T—rflm I&GA., ������:LY��3•:f:ii:��l•UIIS-'_;:•� ©® 11 MIF52 W-7-71751 ----- • : e - ������ikJ[•:11��•: a '. �.til��.'.l:i� 'r t:±:;.�-:1■f<�+•�-1[::I�t���-i1 :1■ �L! ■.:'S'+euy ".1 all u iftin ��:9C•�E'L�'i••:r■ 1 Vie] ���■a:9�•i•■t�& il"il 1<AC�"ofit-lklWm INLOW tfl�f•�;y;:���t:r�[irit��;ItrI�61'� •�E•7t:�N1-.,viii �.!]� �' J��t��.CM;IIIt�i[•1(��■tiCE�f� /Wti:2_0 :' re m' U:L'. 1.1 OII���IiII�,� mWil.�11� ���■s;y.:):,`� .l+ a �` ►�.�.11� :ate f•_y8�■ �:9, � ���L�ri'�;'1 t�i b�';'■ t�:r:'Xt'1• t•Y��a:S';:�`�t•vi��:r■L�iE•�'r8[t I�iE•�:�'S[tSIVA a. �������tN1IrU1��•:yb7tS:iy-1-.= �� � � � � � L�biel• � �•: � I.7i:i•7l . ,1 ��.•.la�a�:��t�.it�fiM;a•�fi6L� �� � � � � � [�±�><::'1• � Y•: �i E•7i :�•] l�. ,moi j: \\ 1 \ 1 1\ so 1 1 \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \ _ TP P _ _ THIS -SHEET USES AOR O,FF�ITE ------ ---------- T _ _ _ _ ' -GRADING EFERE;NCE ONLY-.` � _--- ------------------------� _ MA3C LINE SEE SHF., Tr12 _ _ -- - - - ----_--------- - \ \ \ \\ — _ — 844.82, QUALS PRBPEI�'�Y LINE) N 08°04'2�8'yAl 4.82' PROJECT - - - - - `\ N 7 9'0 " W\ 408��1' (PR\OJECT) \1 \ \ \ rfi� 1. � � _ S ' ' N09°0T20"E 844.82' (PLAT) -� -- _,___ - ___ . P \ - - -- ----- -\ - - -- - -- --T - - --- •i�P TP \ - TP N09°OT2b"E 84*.82' (PLA Z) _ 9'1 1, \ 0 41 4 9 R T) \ \ -77P \ \ / S S S S\ \ S � 77 \ J T TP TP fP T�-J T TP T / TP T P"�- P_ =IP Tf-- TP— _'� — _-:IP_ — _Tp A8 '' �' S S S S S _ IO \ \ \moo ------------- - - - 30 5 ~--------------- — — — LOT 7S LOT 70 / ,r LOT 71 —WT 7Z ----_— _ 32 ' \ LOT N --a.0• n ------- / 28 / 30 34 364:1 -- --- l 38 1 A / A744 FH\ - \\`LOT 76 \ / \ I 1 1 1 1 �0 1 I I 29 I 20' NAG T \\ \\ 29. \ T, P. \ \ \27. \ \ I 34.76 ----- _. - -- ------ 36.10 I1.76 ---- --- - --- / ----- - - - I � T -D 'D A EXXXX CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of the nolot aI woteafad by this copyright (plans, ideas, designs, sections or dshNe expressed on to" Plans) may be reproduced, changed or uWzod in any form or by any means, aWcbvft or mechanical, includkmg OvWoopft, ecce mit, or by any other means or retrieval sytMm www w inion permission from Terra Cormptt, P.C. Also, rhes* plans may not be assigned to a third party without fist wrttden authorization of Two Cora•pts, P.C. O TERRA CONCEPTS, P.C. SHEET �j°f�� OF 42 101 20' TO /Em PtLLWAY) 1 \ \ \WES�\TERCommuWITY I� RIDE JACK AND BORE 30" RCP UU VQERILROAD'MAY BE REQUIRED SHOULDCOUNTY No APRO USE OFEXISTING%OXCi.\LVERT ( _: /)( NOTE ` �/ / / / / / / / / / / i / � - -" � \ \ \ � � -� -- - - - -- EXISTING HEDCiEROW� �RETCfdE•irWNT.AI�D IN A NATURAL�T'ATE, TW MOVEMENT OF HEAVY ACCORDING TO THE WICKHAM POND'S CODE OW DEVFLOPMENT AND EQUIPMENT AND ST--ORAGT- Mft.-TRE I.1060 lyJews ASsOCiATION IS RESPONs6LE f -OR THE OF -ALL MATERIALS TSIDE UP -KEEP ANDMAlNTEN/1NDEDF PERMITTED- 141dLIDE EMER NC_Y- - - - - - THE LIMITSrO>` HCTION -E PRESERVED HEDGEROW, ORO ER�XISTING _ SPILLWAY W/ 4: SIDE ' - - - VEGETATION, SHALL INCL UDE-T+IEREMOVAL OF ANY INVASIVE, DEAD OR ARE- PROHIBITED. FOR EE SLOPES El EY �-- - DYING SPECIES AND ANY SPECIES DEEME�MENTAL TO THE - -- - - - - - - PRQTECTION MaAllq t1RE_ _ PUBLIO's HEALTIiNVD SAFETY WITHIN THE COMNUNTEWWCE SHEEiS 2 -7 -32 -AND 37 FOR - - AW-kMOVAL OF SPECIE$SKkLt W AT- TRE'RECOMMENDATK*+OEA _ LOGATION AND IJM- LS - -T- _ CERTIFIED-VIRWM ARWRIST. TYPICAL FOR ALL GRADMKiAND UTILITI?` ROUND iEIT. \ �' I - - - - - - - - Qs� _ _ I� TIE TO�XIS'TiNGrx 2.5' BRJCK' x/ // / / / / /619.50 - --CULVERT v - / ////// �/ / ( / \\ /�///// / / �i \ / l l i ✓ ,- -- - - -----------_ _ ` - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- _ / / - - a/ -- - - - - - - - - --- --- RAISE TOP OF DAM TO ELEV. 635.00 (12' WIDTH) --EMFRGENCY SPILLWAY ELEV.-MOO ,Zo POND PROP. 10' AWATIC BENCH (10% MAX. SLOPE) ALONG- / WSE 630.85 TO REMAIN THE SAME \ \ NORTHERN SHORE OF PO D /l / 4'%4' RCRl*9R W/ H CK, 4'x4'(INSIDE DIN1.), / // ; w // / / ACCE03 HA H, AN-- / \ RC\RISE W/ TRASH �C , /i i l / / /FO (4) 2.5 ) x 0.5 ( ) NOTES / - 1 \ / i/ i CONTRACTOR TO CONSULT TH GEOT 6HNICAL �-- / ' ` 7.70 , ACC SS HATCH, \ / /, i / ORIFI SAT E. 85 / -------- gg -- \ i i / i / l ENGINEER REGARDING-RECONSTRUQTION OF DAA- / - _�- /POUR 4�2 5 (L) x 0.5 (F� \ \ \ \ / / / I CRE ELEV 631.95 _ AND GEOSECR SHALL BE ON-SITE RING ANY / - _ - - / / \ OR*ICES ATFL&AQ INE 61'S. i ��` / / I INV. 624, 30 RCP) _ _ / - / / - -r' - - AgCjAT BENCH / \ T V. 620.50 - CONSTAUCTION ACTIVITIES INV? VING THE DAM / ` / - _ . INV. IN 818.0030" RCP)i�- / INV: OUT 608.00 (Ek�BOX)J / � � � � a' 771 0 -- TP P T - _ I P- ..... -gyp o-. •....... X\ _ \ N,08°04'28" W 844.82' ROJIECt I ' III mix We a� Ism \� \ r rra tri me .1 00 V. 14. AVON /� \ � •••. \ _.._ T �_ __-gyp _ \ \ \ \ \ \ \ \ 1 \ \ 1 \ti 1 1 I � l�,C � � ''• �.-- / TP -.._ �,o � \ \ \ + 1 \ 1 �-�--TP------_.T� -TP fP-_ _T _ �Tp EXISTING POND \ \ \ 1 `=15.85 \T \ \ -�\ \ \\ \ \ \ \ \ \ \ LIMITS J / - \ \ PROPOSED POND /0 1 I 1 / \ - �\ �,o \ \ \\\ \•\ \\ \ \ LIMITS \\`� 1 / \N,\ \\ \ \\ \ \ \\ \ \ 4 14\ \ \ .37/8-8"\oo"00000 \ / 1 1 \ \ / / '-- � 7. I \ \ \ I 1 1 1 Ilk - E / / LOT 63 / � \ \ \ \ \ / /• I \ 1 2 LOT 64 \ /`�rp /� -/ / -- _._--1-- .66\ saw\ \ \ \ \ \ \ �' q� / � I •I � \'� __-- � \ •\. \ \ \ \ \ \ \ \ \ \ \ O // I I . • I I 1 1 / • \ \ \ \ • // �, / 8.66 LOT11N / /22.33 - - - 28.66 \ \ \ \ O I \ LOT 66 \ � \ I \ IN \ 23.33 \ \ \ \ AAD \ \ \ \ \ \ 1 cP` I 1 ►. \ 29.3 \�� LOT 67 \\ \ \\ \ \\ \\ \ \\ \a85 43 \ "\ / \ LOT 6S \ \ 1 \ \ 30.33 \\ \ \\ \\ \\ TA \ \ I \ \ \ \ i TElxD%.lLDxA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No pert Of the malarial prohcrd by this copyright (plena, idea, designs, sectlone or detNla expressed on those plans) may be reproduced, charged or utlNzed in any form or by any mars, eMcft c or mechanicN, Mhd oV phobcopykhg, scanning, or by any other mars of rob low system wfihout written permission from Terre Concepts, P.C. AW, that Plane may not be assigned to a thkd party wNtrout first witten authortz"of Terre Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:l"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN ripna reswved. No part of to mmWW prot,cled by Vris oopyripht (Plans, kw", dssipns, seabons or do" expressed on Vias plans) may be roproduosd, chanpad or ulind in any lbrm or by arry mars, oWcft* or medranksl, w4ud ft o*booPykV, omnk 0, or by any ottw means of rstrleval sysfwm without wrtftn permission from Terra Conospts, P.C. AW, these piers may not be asslpned to a thkd Pally without first wrigsn atdhori *W of Terra Cor mM, P.C. O TERRA CONCEPTS, P.C. SHEET PTT OF 42 650 1=1 630 620 610 •11 10+00 WICKHAM POND CIRCLE & WATERLINE 'D' SCALE: 1"-20'H; 1" -IW V V VV 1 %7, V. CG -8, TYP. •:1 ,. 1 ••1 650 •' 1 630 tr4a-vlv-j IJTVV I—T • VV 350 340 530 610 L.P. EL = 652.39 CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS H.P. ELEV 656.05 ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS L. P. S-A = 10+37 H P. ELEV = 633. w H.P. STA = 12+07 PVI S-A = 10+43 L. . ELEV = 621.9 PVI STA = 2+17 L. STA = 12+40.0 = PVI EL 652.03 PVI ELEV = 657.25 P. STA = 15+2 c� U. c� PVI STA = 10+80 A.D. = 00 . VI STA = 12+3 =12 VI STA = 15+1 d M PVI ELE) 628.02 (DESIGNS EED = 20 MP) P i ELEV = 617.9 II DESIGN SPEED = 20 MPH ) ELEV = 634. 9 z0)J N a w A.D. -3.02 140V A.D. = 13.02 r W H `� K=10 U w 0 N d' �K w a r j (DESIGN SPED 13 = 20 MPH) N r id K = 20 (DE N SPEED =2C MPH) w v 3$ � � a W (DESI N SPEED = 2 MPH) $ C M} �Q 40' VC 260' VC �z w 100' VC a w g r LL ul p Z o a r N 8 Z r V �! N -- -' - -- SEPARATI N r ? W $x r3 c�1 W ERLINE'C'—/ W U Y U. ir EXISTING G E d GamLt) w -4.0096 1�—Z rn w m y 8" CLAS a W PROPOSED G DE ,g' U W - - SEP RATION INSULATION TO g_ _R -` -- _ co ~ W W BEINST LED - - LW W W W W W W W - - - - T MINIMU COVER, TYP. .J W MIN. 1. J J AT CROS ING - - J J J J J W J U Q �? w ?}�? W 5 > S 5 �W U U U U 5 U U c5c U U n. LL. �O SEPA TION N � N fwA fn yW� N W w fA Cn W N W N W W N fn W W fn N s s W N s x s z W N x t ' J ODM N r LL 00 x r r r r r s s r r r r r r lid cV tooto cV ' N N� row NS th °� cri n! .�i ho�o �� LID .02% Irl° � `� tom hw ol� MIN. 1.0' o�ti Cn �O O WAT RLINE'D' z SEPARATION 8" C SS 52 DIP 95°x6 C ACTED FILL MI . 1.5' G w w REQUIRE BELOW S PARATION w w w w W w W W w J w J J J J W M w U J w J W~ W J w M w U p p Z Z >� w W�� ~(�W z Z w U p U V U � yQ VS »� bwc Oc9= a U � > QC 5 q U > w _U > W w > w m m � w� m � W m m w ui X o� (n x OO W in W in 2 N to °° ILS cwn z °° �, N x , x 3 X Oo N Q (�� 3 iw/i r CO) `"v 2 fW/i r iwii r . qQ $ 6 r cD r r LL r r to T - r r x r � '— N N h� Q0� OND l�lN� �t0 a0M �N wM �i� ^� td� ��_ �~ Nj� �6�1 �j� Q6� �ci �t^�j��p m `otNO �� �m °per ��c0tC �� CMN �'� m � m � M N t" eq rM i� crcrr���N� `� ���� �� �N �p4V t0 t0 riC t0 . . �., 4 A .inn 1 -s;+nn 16+00 10+00 WICKHAM POND CIRCLE & WATERLINE 'D' SCALE: 1"-20'H; 1" -IW V V VV 1 %7, V. CG -8, TYP. •:1 ,. 1 ••1 650 •' 1 630 tr4a-vlv-j IJTVV I—T • VV 350 340 530 610 10+00 11+00 FENWAY COURT & WATERLINE 'C' SCALE: 1"-20'H; 1"-10' V vwwv w, CG -6, TYP. 12+00 A TYPICAL ROAD SECTION N•T•S. B TYPICAL ROAD SECTION N.T.S. C 1$ WICKHAM POND DRIVE AND WICKHAM WAY 18 WICKHAM POND DRIVE AND WICKHAM WAY (:1:8: SIDEWALK ON ONE SIDE SIDEWALK ON BOTH SIDES r✓V, V1 V. CG -6, TYP. TYPICAL R AD SECTION N.T.S. FENWAY JRlr 13+00 14+UU 570 650 • h 630 IN m (SEE DETAIL P-35) —1 : CG -8, TYP. TYPICAL ROAD SECTION WICKHAM POND CIRCLE N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. L.P. EL = 652.39 CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS H.P. ELEV 656.05 ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS L. P. S-A = 10+37 H.P. STA = 12+07 PVI S-A = 10+43 PVI STA = 2+17 = PVI EL 652.03 PVI ELEV = 657.25 Al.= 5.00 A.D. = 00 =12 K=2 (DESIGNS EED = 20 MP) II DESIGN SPEED = 20 MPH ) z0)J N a 6'VC 140V r W H `� wa v40 w w cf)�i 3 r U N EXISTING G PROPOSED DE RADE r j N r id w v 3$ � � a W 6"CLASS53DIP a W M} �Q >� �z w a w r LL ul --U)w L3.0-0%-- -- -' - -- SEPARATI N W ERLINE'C'—/ 8" CLAS 52 DIP ,g' SEP RATION W W WW LW W W W W W W W J J W W J W .J W J J J J J M J J J J J W J U Q �? w ?}�? W 5 > S 5 �W U U U U 5 U U c5c U U n. LL. �O to U m X 0o in U=x U �G w X N � N fwA fn yW� N W w fA Cn W N W N W W N fn W W fn N s s W N s x s z W N x t ' J ODM N r LL 00 x r r r r r s s r r r r r r lid cV tooto cV ' N N� row NS th °� cri n! .�i ho�o �� LID �o Irl° � `� tom hw ol� ..N ..� LOto o�ti Cn �O O 10+00 11+00 FENWAY COURT & WATERLINE 'C' SCALE: 1"-20'H; 1"-10' V vwwv w, CG -6, TYP. 12+00 A TYPICAL ROAD SECTION N•T•S. B TYPICAL ROAD SECTION N.T.S. C 1$ WICKHAM POND DRIVE AND WICKHAM WAY 18 WICKHAM POND DRIVE AND WICKHAM WAY (:1:8: SIDEWALK ON ONE SIDE SIDEWALK ON BOTH SIDES r✓V, V1 V. CG -6, TYP. TYPICAL R AD SECTION N.T.S. FENWAY JRlr 13+00 14+UU 570 650 • h 630 IN m (SEE DETAIL P-35) —1 : CG -8, TYP. TYPICAL ROAD SECTION WICKHAM POND CIRCLE N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS All riphtt rauved. No put of the ff"W41 protecMd by ttrk copyright (pans, ids", dNipru, "Mm or dO t expm"d on ft" pans) may be reproduced, &NNW or utilized In any form or by any means, elactronk or m•chmiceii, indudiev pfwboopylnp, scanning, or by any other meant of mbiwai Wsbm w*xm wrft6sn Pwm"iOn from Two Cor►owu, P.C. Aieo, time pans may not be assiprNd to a third party without Met writan authorization of Two Concepts, P.C. © TERRA CONCEPTS, P.C. SHEET OF 42 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:I"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN righa mearved. No part of ttw nwtarhl p Oodled by this copyright oWw, Mass, designs, secWns or dftk exWessed on t me pars) nwy be mproduosd, danpsd or uftod in any form or by any means, sachonk: or modus W, WckaV 0vlmpyhg, sparring, or by any other means of mbievo system without writan permhsfon from Tem Cwmpts, P.C. Aho, these phos may not be assigrwd to a thkd party wNhout Arlt wow author zoWn of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET �p[� OF 42 630 620 610 1 610 600 SS Al MANHOLE STA. 10+00 RIM 622.15 INV. OUT 812.09 144.88 LF OF 8"DIFF 0.55% J >- J Z Z �g ;�g 10+00 SANITARY SEWER 'A' PROFIT SCALE: 1"-20'H;1"-10' V 11+00 STA. 10+00 - 16+60 0 SS S: 1.PVC SANITA Y SEWER MAI TO BE SDR 3 PVC MAN OLE SEWER MAI S TO BE CLA 50 DIP A8 LE STA. 1+48.88 tSA. +33.92 RIM 19 9.75 Rill 29. , ' 10 HOLE LD + .32 NV INV. I 813.29 MANHOL STA. 18+ I V. OUT 613.7 S INV. OUT 613.09 n7 81.04 LF OF 8" DIP 0.56% NJAL S: 1.PVC SANITA Y SEWER MAI TO BE SDR 3 PVC 2. DIP SANIT SEWER MAI S TO BE CLA 50 DIP 12+00 110.08 LF OF 8" DIP 0 0.55% 13+00 SS A4 MANHOLE STA. 13+57 RIM 631.14 INV. OUT 614. 14+00 GRADE 231.50 LF OF 8" DIP 0 0.55% 15+00 0 95% COMP REQUIRED SANITARY TYPICAL A5 NHOLE k. 15+92.50 1625.50 IN 616.26 IN 616.26 OUT 616.06 246.43 tF OF 8" D.I.P. 0 FILL 16+00 0 co co 640 _W 630 J 0 SS B7 SS A6 S A7 S A8 SS A9 MANHOLE MANHOLE SS MA 10 HOLE LD + MANHOL STA. 18+ NHOLE TA. 18+94.58 S HOLE A. 19+73.65 STA. 10+00 STA. 21+76.47 ST RI .23+10.68 626.75 CO RIM 627. .93 IM 630.60 R M 624.25 N RIM 663.50 RIM 626.00 INV. IN 620.18 IN IN 621.10 TES• r' INV. IN 6 7.82 1 IN 618.28 I V. IN 618.89A 5.59 SS D2 MANHOLE SSD MAN OLE tNV. OUT 620.90 Q MA HOLE M 1ml SS D1 010.89 2. L DIP SANIT RY SEINER MAINS TO BEC SS 50 DIP STA. RIM 12+69.22 58.00 STA. 1 RIM 45.47 00 co MANHOLE STA. 10+ 29 PROPOSED EXISTING G GR E INV. IN 647.0 INV. OUT 7.20 INV. INV. N 647.87 PUT 647.67 INV. IN INV. 8.50 648.30 INV. IN 650.20 INV. OUT 650.00 EXISTING GRADE .20 INV. IN W INV.OUT .00 PRO OSED GRADE ---- ---- - +-- -- - - - - - - - - ----- - - - - ----. ---- ----- ---- - - - - -- __- J -- ___ --- - _�_ ---- __--- 249.4 LF OF 8" PVC 0.60% ----- ---- 38.1 LF " 0 8CNL V 3 MINI TMP - - SEPARATION - - -' - " 130.21 LF O 8" PVC 0 0. % PV .5 (� 0.55% COVE 3.4 t SEPARATION TION " " PVC; IM �% 1 82 OF 8 " C � 0.55% 1 .94 LF OF 8" D .P. 0 0.60% CV w 24642�L OF 8" D.I.P. (� 0.55% •PVC • t SEPARATION oC � J � � ix ' � tY � ix N N N N nC � C-4041 p tY oc Lo oG Go N Ix1.5' u e�i 1.2 :k M SEPARATION 34.2 LF OF 8 SE RATION }J �"J J }J }J }J }J Q t }J 4 t: }lL H _ J F_ i' J H >- H Z >7 H J H Q � ZW ZQW ZQW QZWW 3.6' t z_ aZ{WW F- z �g Z SEPA ION J 95°x6 COMP CTED FILL -� z o m w REQUIRED ELOW SANITARY EWER, -nn Q o 1 Amann w Ixz I- _ Z ^ I- z_ TYPICAL _ w } O to Q Q O J U } J Q } Q } J Q Q J < J J 0. 3 a 5 z z ~ z z z N �J N 00 CO �5 nA . AA 914�nn 670 650 • ' 1 24+00 25+00 ZEA+UU z r *uu �o-rvv SANITARY SEWER 'A' PROFILE STA. 23+20 - END SCALE: 1"-20'H;1"-10' V • • 1 650 •'x •f 620 10+00 11+00 SANITARY SEWER 'D' PROFILE SCALE: 1"-20'H; 1"-IO'V I J'r V V 3`70 �•R 550 620 610 f1c 630 620 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M Aphts reserved. No part of the r "ft pro%cW by ft copyright (plana, ideas, doe", sections or de" expnned on thea ow* may be reproduced, caged or utilized in any tbrm «by any "mrs, electronic or trreohaniCal, atdualrw wabcapytrrp. epnning, or by any other meals of retriwal syaMm wNhout written perrnwion from Terra Cormm' P.C. AMo, theca pans may not be aseigrred b a third party wNhout first wrttEen aud�orizaUon of Terra Conoopts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 SS B7 MANHOLE STA. 10+00 RIM 663.50 INV -IN 64&79 INV. OUT 5.59 SS D2 MANHOLE SSD MAN OLE SS D4 MAN E MA HOLE M SS D1 STA. 12+19.2 RIM 658.10 STA. RIM 12+69.22 58.00 STA. 1 RIM 45.47 00 ST 15+97.90 RIM 56.50 MANHOLE STA. 10+ 29 PROPOSED EXISTING G GR E INV. IN 647.0 INV. OUT 7.20 INV. INV. N 647.87 PUT 647.67 INV. IN INV. 8.50 648.30 INV. IN 650.20 INV. OUT 650.00 RIM 659.7 .20 INV. IN INV.OUT .00 ----- - 249.4 LF OF 8" PVC 0.60% SEPARATION - - -' - " 1 .94 LF OF 8" D .P. 0 0.60% w t SEPARATION oC � J � � ix ' � tY � ix N N N N nC � C-4041 p tY oc Lo oG Go N Ix1.5' u e�i C7 M 34.2 LF OF 8 }J �"J J }J }J }J }J Q t }J 4 t: }lL H _ J F_ i' J H >- H Z >7 H J H ZW ZQW ZQW QZWW aZ aZ{WW F- �g 4 =1 -nn 1 Amann 10+00 11+00 SANITARY SEWER 'D' PROFILE SCALE: 1"-20'H; 1"-IO'V I J'r V V 3`70 �•R 550 620 610 f1c 630 620 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M Aphts reserved. No part of the r "ft pro%cW by ft copyright (plana, ideas, doe", sections or de" expnned on thea ow* may be reproduced, caged or utilized in any tbrm «by any "mrs, electronic or trreohaniCal, atdualrw wabcapytrrp. epnning, or by any other meals of retriwal syaMm wNhout written perrnwion from Terra Cormm' P.C. AMo, theca pans may not be aseigrred b a third party wNhout first wrttEen aud�orizaUon of Terra Conoopts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:l"=20';V:l"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rigtb mwvod. No part of to ms*W probolad by ft ooPy Low* ideas, dMgns, sscWm or data axpnasW on two para) may be mWodur sd, dw VW or uta od in any form or by any mans, aNctroW or mochanicaf, W"Wfrq owwoopyinp, sww", or by any other msaa of mmwaf system wow wrtNM pwn*w n from TWO Conospts, P.C. Aao, 0»N para may not be asso W to a thNd party **"d first wrktan a awf Von of Tara Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET 6w OF 42 TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: H:1"=20';V:l"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rW is mwvod. No part of the ffeWMl pmtocw by vis copyrW (pW*, Maas, daaipra, sactlons or doWk axpnasw on thaw plant' may be mWoduad, c NVW or utlltw'in any form or by any means, alaotrcnic or madmk*, in kj*V ovbcapykp, smnkq, or by any oltw means of rstriwN system wMxM writlsn peffnbW n from Terra Conospts, P.C. AMo, thaw p*w may not be aasipnad to a ftd piny wllhout Mat written auftwkmm of Terra Coraapts, P.C. O TERRA.COWEPTS, P.C. Elmo SHEET OF 42 680 670 660 650 640 640 630 620 610 600 640 630 620 610 600 670 660 650 640 630 10+00 11+00 STORM SEWER 'I' PROFILE SCALE: 1"-20'H;1"-10' V 680 670 670 660 660 650 650 640 640 630 INV. OUT 643.87 SDI VDOT STD. D -2BB SD F10 DOT STD. DI -2B W/ VDOT STC. SLA SD M6 VDOT STD. D RIM 654.01 VDC T STD. DI -2B INV. IN 644.1 RIM 626.79 D. DI -2B INV. IN 640.8 (18"-F) INV. IN 641.1 RIM 659.56 pRnpincmn INV. IN 641.1 (18"-F) RIM 70 INV. OUT 652.56 2B 2.8'± SD F9 N INV. IN a 3.00 (15') SD III VDOT STD. H-1 VDOT STD. 1-2BB PROPOSED GRlkDE SD VEX T SM. 151-2B M5 50 LF 0 W/ VDOT SID. SLA m - RIM 659.17 GUT 621.79 -8rMLF OF RIM 654.01 VDOT S D. DI -2B EXISTING GRADE INV. IN 650.27 MH -1 VDOT INV. IN 644.10 (15") EXISTING GRADE INV. OUT 650.17 2 MIN. 1.5' INV. IN 844.10 (15"-I) PROPOSED GRADE (15"-M) % RIM 618.4 IN 115.72 (1 ') INV. IN 640.89 (18"-F) 7 1.83 RI 622.30 ES -1 VDOT STD. DI -2B 15"-P) INV. OL r 614.29 SD R3 -i 1 IN 115.72 (1 / / / / INV. IN 9.20 (15") - INV. IN 61 .26(15-) OF 612.26 -�-- IN 615.03 ll / / .25 PSB. - Q (15"-R)_ ---- INV. IN .20 (15"-N) 75.7 LF 15" INV. IN 61 .26 (15"-0) INV.JUT 612.16 I OUT 613.76 8.62% 15"RCP 5 26% _ - BEINSTALLE -'--- OF 15" RCP / l INV. OUT .9' t BEINSTAL ED INV. OUT 11.16 (15") 7().401-1 SEPARATION ARATION 1.5't G - / / ac LF OF 15" R SEPAFATIONui _ Q w INSU TION TO z J 83 J H SEPARATI Q U BEI TALLED U RCP GD CO 72. LF OF 15" RCI9b2.08% 10+00 11+00 STORM SEWER 'I' PROFILE SCALE: 1"-20'H;1"-10' V 680 670 670 660 660 650 650 640 640 630 670 SD J1 660 VDOT STD. I-7 650 RIM 651.00 640 INV. OUT 64 8.00 630 SD F9 INV. OUT 643.87 1-2B VDOT STD. D -2BB SD F10 DOT STD. DI -2B W/ VDOT STC. SLA SD M6 VDOT STD. D RIM 654.01 EXISTING GRADE .20 (15") INV. IN 644.1 RIM 626.79 D. DI -2B INV. IN 640.8 (18"-F) INV. IN 641.1 (15" INV. OUT 64 79 (24"-F) pRnpincmn INV. IN 641.1 (18"-F) RIM 70 INV. OUT 641 09 (18"-F) 2B 2.8'± INV. IN 609. 9 (30"-A) N INV. IN a 3.00 (15') 0.- 15" 31.20 LF RCP (m 6 SD M2 VDOT STD. H-1 . DI -2B 670 670 660 660 650 650 640 640 630 630 10+00 STORM SEWER ' T' PROF. SCALE: 1"-20'H; 1"-101 V 670 SD K1 660 660 VDOT STD. D 2B 640 RIM 650.89 630 630 INV. OUT 643.87 1-2B GRADE GRAD SD F10 DOT STD. DI -2B RIM 640.96 SD M6 VDOT STD. D 2CC EXISTING GRADE .20 (15") RIM 650.89 RIM 626.79 D. DI -2B VDOT STD. DI -2B INV. IN 641.1 (15" T1 pRnpincmn INV. IN 641.1 (18"-F) RIM 70 INV. OUT 641 09 (18"-F) 2B 2.8'± INV. IN 609. 9 (30"-A) N INV. IN a 3.00 (15') SEPARATION SD M2 VDOT STD. H-1 . DI -2B SD M3 PROPOSED GRlkDE SD INV. IN 645. S M5 50 LF 0 " 5°h KIM 6Z6.41 m - J J lx GUT 621.79 -8rMLF OF INV. IN 611. VDOT S D. DI -2B EXISTING GRADE 80.97 LF 670 670 660 660 650 650 640 j 640 630 630 10+00 STORM SEWER 'K' PROF. SCALE: 1"-20'H; 1"-IO'V Urt'VV STORM DRAIN 'M' PROFILE SCALE: 1"-20'H;1"-10' V ll+uu 640 SD 01 630 620 620 5D02 610 600 600 VDOT STD. 1-2B GRADE GRAD SD R2 DOT STD. DI -2B RIM 640.96 SD M6 VDOT STD. I-2FF RIM 622.86 EXISTING GRADE .20 (15") W/ VDOT S D. SLA RIM 626.79 D. DI -2B VDOT STD. DI -2B RIM 622.29 INV. OUT 613.96 T1 pRnpincmn QaArM; NV. OUT 618.7 RIM 70 SD M3 VDOT STD. DI 2B SD 03- INV. IN 609. 9 (30"-A) N INV. IN a 3.00 (15') INV. OUT .29 (30"-A) SD M2 VDOT STD. H-1 . DI -2B SD M3 PROPOSED GRlkDE SD INV. IN 645. S M5 RIM 621.75 T 642.90 (15') KIM 6Z6.41 (24"-F) I - J 3.70 3.70 GUT 621.79 -8rMLF OF INV. IN 611. VDOT S D. DI -2B EXISTING GRADE 80.97 LF VDOT S MH -1 VDOT STD. DI -26 V T STD. DI -2B PROPOSE INV. OUT 619. 2 MIN. 1.5' / RIM 622.29 INV. OUT 611.16 (15"-M) % RIM 618.4 IN 115.72 (1 ') SEPARA RIM 621.7 RIM 6 1.83 RI 622.30 ES -1 VDOT STD. DI -2B 15"-P) INV. OL r 614.29 SD R3 -i 1 IN 115.72 (1 INV. OUT / INV. IN 9.20 (15") - INV. IN 61 .26(15-) INV. I 612.26 I IN 615.03 ll / / .25 - Q (15"-R)_ INV. IN .20 (15"-N) 75.7 LF INV. IN 61 .26 (15"-0) INV.JUT 612.16 I OUT 613.76 / 94 LF 15"RCP 5 26% _ - BEINSTALLE -'--- / l INV. OUT 609.10 (18") BEINSTAL ED INV. OUT 11.16 (15") ARATION AT CROSSI G - / / ac LF OF 15" R 4.90% w w INSU TION TO _ / J 83 J SEPARATI Q U BEI TALLED U RCP 72. LF OF 15" RCI9b2.08% (� 2.56% 35.6 LF 15" RCP .97% AT OSSI NG - - - - -_ 83.6 EXISTIN GRADE co - - MIN. 1. ' PROPO ED GRADE \\-INSULATION _ / / SEPA TION - MIN. 1.0' TO SEPARATION BE INSTALLED _ - - SEPARATION ic ATCROSSING Q - z - -- LF OF 15" cc 00 LF OF 15" CP (� 5.45% - _ _ P::: -- 45. lF�O 5" _ C- � 2. % 44 50 OF 15" RC 3.37% 3 3 Q 79.3 LF OF 3" RcP 2.47 �o ! w W W z 63.7 FOF18"RCP 1.57% ---- J J ��/ U W U 08't W < 3 _ PARATION to W 0 SD M1 co r r VDOT STI). ES -1 INV 01 IT 1508 10 Lu w _..l w p p JJ U U } J Lu z z � H U OJC Q: Q W cl)t Uf cn 3 3 CD Urt'VV STORM DRAIN 'M' PROFILE SCALE: 1"-20'H;1"-10' V ll+uu 10+00 STORM DRAIN'O' PROFILE SCALE: 1"-20'H;1"-10' V 640 640 SD 01 630 620 620 5D02 610 600 600 VDOT STD. 1-2B GRADE GRAD SD R2 DOT STD. DI -2B RIM 640.96 58.70 LF VDOT STD. I-2FF RIM 622.86 EXISTING GRADE .20 (15") W/ VDOT S D. SLA RIM 626.79 D. DI -2B VDOT STD. DI -2B RIM 622.29 INV. OUT 613.96 T1 pRnpincmn QaArM; NV. OUT 618.7 RIM 70 SD M3 vv RIM 652.85 SD 03- INV. IN 609. 9 (30"-A) N INV. IN a 3.00 (15') INV. OUT .29 (30"-A) RIM f VDOT STD. H-1 . DI -2B 43.20 LF OF 5' RCP 3.17 PROPOSED GRlkDE 2FF VDOT INV. IN 645. / RIM 621.75 T 642.90 (15') VDOT S (24"-F) I OUT 644.50 J 3.70 3.70 GUT 621.79 -8rMLF OF INV. IN 611. 6 (15") 1.54% EXISTING GRADE 80.97 LF R 62162 65.6 INV. IN 611.26 (15"-M) PROPOSE GRADE MIN. 1.5' / RIM 622.29 INV. OUT 611.16 (15"-M) % SD R1 IN 115.72 (1 ') SEPARA 61.00 0 VDOT STC. ES -1 VDOT STD. DI -2B 15"-P) INV. OL r 614.29 SD R3 -i 1 IN 115.72 (1 INV. OUT / 617.58 - VDOT STD. ES -1 / / INV, IN 613.2k'l ") 1 ll / / .25 Q (15"-R)_ __--- 75.7 LF op 639% 30"-A) INSULATION O z INSULATIO I TO / 94 LF 15"RCP 5 26% _ - BEINSTALLE -'--- / l (3("-/1) BEINSTAL ED AT CROSSIN43 GRADE ARATION AT CROSSI G - / / ac LF OF 15" R 4.90% w w 1.9' t _ / J 83 J SEPARATI Q U 53.33 LF OF 15" RCP U RCP 72. LF OF 15" RCI9b2.08% (� 2.56% 35.6 LF 15" RCP .97% N 83.6 LF OF 15" RCP 0.94% co MIN. 1. ' _ \\-INSULATION _ / / 10+00 STORM DRAIN'O' PROFILE SCALE: 1"-20'H;1"-10' V 640 640 630 630 620 620 610 610 600 600 10+00 STORM D Q!`1i V. 1" -MI U. 1"_' 'R' PROFILE 11+00 12+00 SP1 660 660 V T STD. DI -2B 650 640 RI 622.66 630 630 I OUT 616.86 EXISTING PROPOSED GRADE GRAD SD R2 RIM 640.96 58.70 LF VDOT STD. I-2FF 1.64% EXISTING GRADE .20 (15") W/ VDOT S D. SLA VDOT F D. DI -2B VDOT STD. DI -2B RIM 622.29 15"-M T1 pRnpincmn QaArM; 11, RIM 70 I .IN 1 '9(15"-Q) T STD. DI -2B RIM 652.85 SD 03- INV. IN 609. 9 (30"-A) N INV. IN a 3.00 (15') INV. OUT .29 (30"-A) RIM f 128.719 . DI -2B 43.20 LF OF 5' RCP 3.17 PROPOSED GRlkDE 2FF VDOT INV. IN 645. / INV. Ot T 642.90 (15') VDOT S (24"-F) I OUT 644.50 J 3.70 3.70 GUT 621.79 -8rMLF OF 5" RCP @ 1.Yo OF 15" RCP 1.54% 80.97 LF R 62162 65.6 LF OF 15" RCFO 410.61 % T .20 MIN. 1.5' RIM 622.29 INV. IN SD R2 % SD R1 IN 115.72 (1 ') SEPARA ION 61.00 0 VDOT STC. ES -1 VDOT STD. DI -2B 15"-P) INV. OL r 614.29 SD R3 -i 1 IN 115.72 (1 INV. OUT 2.50 617.58 - VDOT STD. ES -1 INV, IN 613.2k'l ") 1 ll INV. IN .25 Q (15"-R)_ __--- - - - - 30"-A) INSULATION O z INSULATIO I TO G GRADE INV. OUT 2.90(15"-R) _ - BEINSTALLE -'--- INV. OUT 809. (3("-/1) BEINSTAL ED AT CROSSIN43 GRADE 3 AT CROSSI G - / / ac LF OF 15" R 4.90% 10+00 STORM D Q!`1i V. 1" -MI U. 1"_' 'R' PROFILE 11+00 12+00 10+00 STORM DRAIN'P' PROFILE AT 1"-20'H; 1"-IO'V 670 SP1 660 660 V T STD. DI -2B 650 640 RI 622.66 630 630 I OUT 616.86 EXISTING PROPOSED GRADE GRAD SD A2 RIM 640.96 58.70 LF VDOT STD. I-2FF 1.64% INV. IN 60 .20 (15") W/ VDOT S D. SLA INV. OUT 610.10 -213 VDOT STD. DI -2B RIM 622.29 15"-M T1 INV. OUT 615.2 INV. IN 615. ,9 (15") SD 01 INV. OUT 609.1 (18"-M) I .IN 1 '9(15"-Q) T STD. DI -2B RIM 652.85 SD 03- INV. IN 609. 9 (30"-A) 28.60 LF OF RCP 2.113% EXISTING GRAM INV. OUT .29 (30"-A) RIM f 128.719 . DI -2B 43.20 LF OF 5' RCP 3.17 PROPOSED GRlkDE 2FF VDOT INV. IN 645. / T I M. DI -2 VDOT S (24"-F) I OUT 644.50 J 3.70 3.70 GUT 621.79 -8rMLF OF 5" RCP @ 1.Yo INV. OUT 64 .80 10+00 STORM DRAIN'P' PROFILE AT 1"-20'H; 1"-IO'V 670 670 660 660 650 650 640 640 630 630 640 640 630 630 620 620 610 610 600 600 13+00 10+00 STORM S: SCALE: 1"-20'H; I 640 SD F14 RIM 652.3 VDOT STD13.84 INV. IN 64(15") SDL1 2B V RIM INV. STD. DI -2A 9.90 OUT 644.90 2 6 0 650 INV. OUT (15"-F) 600 630 STA 10+85.7 EXISTING PROPOSED GRADE GRAD _ RIM 640.96 58.70 LF OF 15" RCP G 1.64% INV. IN 60 .20 (15") I-26 INV. OUT 610.10 -213 VDOT STD. DI -2B INV. IN 609.20 15"-M T1 INV. OUT 615.2 SD A2 10+00 STORM S: SCALE: 1"-20'H; I 640 670 630 660 2 6 0 650 610 640 600 630 'L' PROFILE 670 630 660 620 650 610 640 600 630 590 10+00 STORM DRAIN 'N' PROFILE SCALE: 1"-20'H; 1"-IO'V SD M2 660 650 SD N1 640 640 STA 1 O+OC 630 SD S3 STA 10+85.7 SD S4 VDOT STD. I-2BB RIM 618.24. RIM 640.96 RIM 614.50 S1 D S SD Sl 2BB INV. IN 60 .20 (15") I-26 INV. OUT 610.10 -213 VDOT STD. DI -2B INV. IN 609.20 15"-M T1 INV. OUT 615.2 SD A2 SD 01 INV. OUT 609.1 (18"-M) 1-2CC V T STD. DI -2B RIM 652.85 SD 03- RIM 652.91 28.60 LF OF RCP 2.113% EXISTING GRAM R RIM f 128.719 . DI -2B PROPOSED GRlkDE 2FF VDOT INV. IN 645. INV.OUT 646. T I M. DI -2 VDOT S (24"-F) I OUT 644.50 INV. IN 3.70 3.70 GUT 621.79 -8rMLF OF 5" RCP @ 1.Yo INV. OUT 64 .80 R 62162 RIM 624.58 INV. O T .20 RIM 622.29 INV. IN SD R2 % 1 IN 115.72 (1 ') INV. IN e17.88 61.00 0 10+00 STORM DRAIN 'N' PROFILE SCALE: 1"-20'H; 1"-IO'V 1u+uu STORM DRAIN 'S' PROFILE SCALE: 1"-20'H; 1"-I& V 11+00 660 660 650 T2 640 640 SD S2 630 SD S3 T STD. DI -7 SD S4 VDOT STD. I-2BB INV. OUT 632. DO RIM 640.96 M 651.00 S1 D S SD Sl 2BB RIM 622.62 VDOT STD. I-26 VDOT STD. DI -213 VDOT STD. DI -2B VDO STD. DI -26 T1 INV. OUT 615.2 SD A2 SD 01 M. DI -26 VDOT STD. 1-2CC V T STD. DI -2B RIM 652.85 SD 03- RIM 652.91 28.60 LF OF RCP 2.113% RIM 650.63 R RIM f 128.719 . DI -2B INV. IN 644• 2FF VDOT INV. IN 645. INV.OUT 646. T I M. DI -2 VDOT S (24"-F) I OUT 644.50 INV. IN 3.70 3.70 GUT 621.79 INV. OUT INV. OUT INV. OUT 64 .80 R 62162 RIM 624.58 INV. O T .20 RIM 622.29 INV. IN SD R2 % 1 IN 115.72 (1 ') INV. IN e17.88 61.00 0 VDOT STD. DI -2B 15"-P) INV. OL r 614.29 1 IN 115.72 (1 ') INV. OUT 617.58 - RIM 60.70 INV, IN 613.2k'l ") 1 ll OW 615.62 ---- INV. IN 643.)0 (15"-R)_ __--- - - - - 30"-A) INSULATIO I TO G GRADE INV. OUT 2.90(15"-R) _ - --------' -'--- INV. OUT 809. (3("-/1) BEINSTAL ED PROPOSED GRADE AT CROSSI G - / / LF OF 15" R 4.90% 1.9' t _ / 83 SEPARATI N 53.33 LF OF 15" RCP 410.94% RCP 72. LF OF 15" RCI9b2.08% (� 2.56% 35.6 LF 15" RCP .97% 83.6 LF OF 15" RCP 0.94% MIN. 1. ' \\-INSULATION / / SEPA TION TO SEPARATION BE INSTALLED ic ATCROSSING Q z 27.910 LF OF 15" cc Wz R 3.64% 3 3 Q �o ! w W 1u+uu STORM DRAIN 'S' PROFILE SCALE: 1"-20'H; 1"-I& V 11+00 1u+uu STORM DRAIN 'Q' PROFILE SCALE: 1"-20'H; 1"-I(Y V 660 660 650 T2 640 640 630 630 620 T STD. DI -7 SD 01 VDOT STD. I-2BB INV. OUT 632. DO RIM 640.96 M 651.00 SD F3 2BB RIM 622.62 It V. OUT 646.00 15") 4' -) VDO STD. DI -26 T1 INV. OUT 615.2 SD A2 SD 01 VDOT STD. 1-2CC V T STD. DI -2B INV. OUT 62139 SD 03- 9.70 LF /2RCP 7.51% 28.60 LF OF RCP 2.113% RIM 650.63 R RIM f 128.719 . DI -2B VDOT STD. D 2FF VDOT TD. DI -2B T I M. DI -2 VDOT S (24"-F) I OUT 644.50 INV. GUT 621.79 INV. OUT W/ VDOT STD SLA RIM 62129 R 62162 RIM 624.58 - - 24.80 LF OF RIM 622.29 INV. IN 14.39 % 1 IN 115.72 (1 ') INV. IN e17.88 61.00 0 INV. IN 61 5.29 15"-P) INV. OL r 614.29 1 IN 115.72 (1 ') INV. OUT 617.58 INV, IN 613.2k'l ") 1 ll OW 615.62 15') __--- - INV. IN 609.39 30"-A) EXISTI G GRADE - - INV. OUT 809. (3("-/1) PROPOSED GRADE / / LF OF 15" R 4.90% _ / 83 8.4 If- OF 15" RCP 48.0 LF OF 15 RCP (� 2.56% / / SEPARATION 27.910 LF OF 15" R 3.64% Q ! w W W z J J J U W U W W < 3 _ to W 0 co r r 1u+uu STORM DRAIN 'Q' PROFILE SCALE: 1"-20'H; 1"-I(Y V 10+00 STORM DRAIN 'T' PROFILE SCALE: 1"-20'H;1"-10' V 670 660 660 650 T2 640 640 630 630 620 T STD. DI -7 00 VDOT STD. I-2BB INV. OUT 632. DO RIM 640.96 M 651.00 SD F3 2BB RIM 622.62 It V. OUT 646.00 15") 4' -) SD F7 S T1 INV. OUT 615.2 INV. IN 628.811(24'-F) (16') VDOT STD. 1-2CC V T STD. DI -2B INV. OUT 62139 (24 9.70 LF /2RCP 7.51% 28.60 LF OF RCP 2.113% RIM 650.63 R 651.50 INV. IN 640. (15") 1 . IN 644.60 INV. IN 640.1 (24"-F) I OUT 644.50 INV. OUT .21 24"-F - - - - - 24.80 LF OF RCP 5' % 15" RCP 6:30° 61.00 0 U W 10+00 STORM DRAIN 'T' PROFILE SCALE: 1"-20'H;1"-10' V 670 660 660 650 650 640 640 630 630 620 11+00 660 650 SD V1 640 640 VDOT 630 620 620 RIM 637.00 INV. OUT 624.00 00 VDOT STD. I-2BB INV. OUT 632. DO RIM 640.96 VDOT STD. DI SD F3 2BB RIM 622.62 VDOT SM..D -213 INV. IN 615.72 15") 4' -) IM 637.78 IRNV N 630.7 (15") 15" INV. OUT .63 . 2$"-F) / INV. OUT 615.2 INV. IN 628.811(24'-F) (16') INV. IN 621.4 INV. OUT 82818 (211-1,, - INV. OUT 62139 (24 9.70 LF /2RCP 7.51% 28.60 LF OF RCP 2.113% I5" a 4.2) LF OF 1 " RCP a 5.04 660 650 650 640 640 630 630 620 620 610 10+00 RM DRAIN 'V' PROF. "-20'H; 1"-101 V 12+00 650 640 630 620 610 640 SD W1 630 650 VDOT STD. -7 610 RIM 629.00 600 620 INV. OUT 624.00 00 VDOT STD. I-2BB SD F2 RIM 640.96 VDOT STD. DI VDOT STD. DI 2BB RIM 622.62 RIM 630.39 INV. IN 615.72 15") 4' -) INV. IN 623.3 15" INV. OUT .63 . 2$"-F) / INV. OUT 615.2 INV. IN 621.41 (16') INV. IN 621.4 (24"-F) INV. OUT 62139 (24 9.70 LF /2RCP 7.51% 28.60 LF OF RCP 2.113% I5" a 650 640 630 620 610 640 660 630 650 620 640 610 630 600 620 10+00 STORM DRAIN 'W' PROF. SCALE: 1"-20'H;1"-10' V 640 630 620 610 600 12+00 660 650 640 630 620 10+00 STORM DRAIN 'U' PROF. SCALE: 1"-20'H;1"-10' V SD U1 VDOT STD.)I-2B VDOT STD. RIM 641.00 INV. OUT 636.00 SD F4 INV. OUT 618 00 VDOT STD. I-2BB SD Q2 RIM 640.96 VDOT STD. DI 2B INV. IN 633. (15") RIM 622.62 INV. IN 633. 15"-H INV. IN 615.72 15") 4' -) - / / / / INV. OUT .63 . 2$"-F) / INV. OUT 615.2 15" " 1°/0 3 RgOOPL�OF 9.70 LF /2RCP 7.51% OF " 660 650 640 630 620 10+00 STORM DRAIN 'U' PROF. SCALE: 1"-20'H;1"-10' V 640 630 620 610 600 10+00 STORM DRAIN 'X' PROF. SCALE: 1"-20' H;1"-10' V 620 610 670 660 650 640 630 ER CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE RA CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-29S-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS Al dohfs neervW. No part a Ma R"M prot ftd by this oopyrW* UWn. Mew, dam, so&Jmw or ditk ovm"w on thew plans) may be reproduced, dwgW or u,rd in any tbr►rr or by any means, eNdronb mednnical, koudkrp phowmkp, smw*rp, or by any other meta of n ievW syebm wWW wrWen pwn*sbn from Terra C mpfs. P.C. AW, thew plans may not be assoned to a thkd party wtMrout Arst wrMosn au�oritatlon a Tem Corroepts, P.C. O TERRA CONCEPTS, P.C. SD X1 VDOT STD. -7 RIM 623.00 INV. OUT 618 00 SD Q2 VDOT STD. DI 2B RIM 622.62 INV. IN 615.72 15") INV. IN 615.72 15"-Q) INV. OUT 615.2 15" / 9.70 LF /2RCP 7.51% OF " a 640 630 620 610 600 10+00 STORM DRAIN 'X' PROF. SCALE: 1"-20' H;1"-10' V 620 610 670 660 650 640 630 ER CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE RA CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-29S-4005 FAX 434-295-2103 SCALE: H:1"=20';V:1"=10' ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS Al dohfs neervW. No part a Ma R"M prot ftd by this oopyrW* UWn. Mew, dam, so&Jmw or ditk ovm"w on thew plans) may be reproduced, dwgW or u,rd in any tbr►rr or by any means, eNdronb mednnical, koudkrp phowmkp, smw*rp, or by any other meta of n ievW syebm wWW wrWen pwn*sbn from Terra C mpfs. P.C. AW, thew plans may not be assoned to a thkd party wtMrout Arst wrMosn au�oritatlon a Tem Corroepts, P.C. O TERRA CONCEPTS, P.C. PLUG :1 2 / FIG. W-3 TD -14 O OTR ALL BENDS PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CUND. (FEET) CUND. BROOKS 2200 SERIES BOX WITH BEND EXTENSION OR APPROVED EQUAL IN NO. 200A (1'), NO. 1450 (2'7, r' L H T L H T _ W74 (1'7 90 2.50 2.50 3.01 0.24 FITTINGS. AS 4„ 5 8" 45 2.00 2.25 2.80 0.15 2.00 2.25 2.50 0.15 221/2 1.50 2.00 2.52 0.10 SOLID CEMENT BLOCKS 7 CU. FT. CRUSHED STONE 11114 1.50 2.00 2.50 1 0.10 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR 90 3.66 3.16 3.21 0.48 DITCH. 45 2.66 2.66 2.77 0.26 I ..� . VALVE 8" 221/2 1.66 2.16 2.89 0.13 3.16 2.91 2.66 0.32 '• �'' 111/4 1.86 2.16 2.67 0.13 HOLES SHALL BE PLUGGED AND THE HYDRANT 90 4.83 3.83 3.42 0.83 10"& 12" 45 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 221/2 2.33 2.58 2.86 0.24 111/4 1.83 2.33 2.84 0.18 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE: CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE FOR VERIFYING THE TYPE & SIZE OF ALL THRUST BLOCKS. A� CONCRETE THRUST BLOCKS 2U SECTION U-002 N.T.S. O 1 "TYPE "K" SOFT COPPER 1"x1"x1" TEE 0 NOTE: NO SWEATED FITTINGS (FLARED ONLY) DUAL SERVICE /-l" TYPE "K^ SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 2) THE SERVICE LATERAL SHALL BE THE SAME SIZE AS THE COPPERSETTER, EXCEPT AS NOTED ABOVE OR UNLESS OTHERWISE APPROVED. -1/4 BEND COUPLING MUELLER NO. H-15069 (1") LOCKWING NO. H-15068 (1 12", 2'7 ANGLE FORD NO. L02-44 (1'7 VALVE NO. L02 -M (1 12') z NO. L02-77 (21 OR APPROVED EQUAL 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 1 COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL BRICK FOR USE ON DETACHED SNiGLE FAMILY TD -17 RESIDENTIAL SERVICE WHERE AN IRRIGATION NOTE: HYDRANT MUST BE METER IS NOT PROVIDED. R EQUIPPED NTH CHARLOTTES -CAST IRON LID F FINISHED GRADE - BROOKS 2200 SERIES BOX WITH 10"-15" EXTENSION OR APPROVED EQUAL IN NO. 200A (1'), NO. 1450 (2'7, r' UNPAVED AREAS COPPERSETTER (PLACED ON STONE) FORD W72 (518" x 3M') _ W74 (1'7 A 1" A.R.V. AND FITTINGS. FOR WATER OR APPROVED EQUAL �w METER THE FIRE HYDRANT ( INCLUDING DITCHES) FITTINGS. AS ^ 4" STONE BEDDING NECESSARY CORPORATION STOP (V, 1 12", 2') MUELLER NO. H-15000 FORD NO. F-600, OR APPROVED EQUAL TYPICAL SERVICE LATERAL INSTALLATION 24 SECTION, PLAN U-010 FIG. W-7 COVER LIFT NOTCH TD -20 Jr 12 3/8" WATER CAST IRON UD NOTES: 1. UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL. 2. PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM AND TAYLOR NO. 6015-B OR APPROVED EQUAL. 16" USE 6" OF BRICK AND/OR BLOCK TO INCREASE DEPTH TO 24" 8" EXTENSION 3. FOR TOUCH READ METERS A 1-314" DIAMETER HOLE IS REQUIRED IN THE LID. 6" BROOKS 2200 SERIES PIPE SLOT (2 PLACES) TYPICAL METER BOXES (5/8)) -1" METERS) DETAIL U-018N.T.S. FIG. W-5 TD -18 z i N z WATER /-PLACE 5' GALV. " WITNESS" POST PAINTED BLUE TO INDICATE VALVE LOCATION AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE-------., 4 ADJUSTABLE VALVE BOX W/ LID BINGHAM 3 TAYLOR FIG. NO. 4906 f-1 (SCREW TYPE) OR APPROVED EQUAL l 41 M.J. GATE VALVE LINE 2500 P.S.I. CONCRETE La a 2' x 2' BEARING AREA THRUST BLOCK aa NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. BTYPICAL GATE VALVE 24 DETAIL - N -0D3 FIG. S-2 TD -6 NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY "SEALTITE", OR AN APPROVED EQUAL. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT). 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM DIAMETER OF 4". 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. A 2' MIN I I MAIN LINE SALT---/ TREATED 2x4 FINISHED GROUND -/MARKER R SIZE BRANCH AND VALVE THE SAME AS WATER MAIN -� PVC SLEEVE THRUST BLOCK VALVE BOX M.J. FITTING -\ VARIES VALVE BOX VARIES r' `- ROD VALVE TO TEE WATER MAIN ON-LINE (TYPE "B") VARIES FIG. W-8 FIG. W3 -B TD -26 TD -16 M.J. PLUG THREADED FOR COUPLING AND CAP METER BOX (SEE FIG. W-7) NO. 57 STONE \_2" GALV. PIPE IES VARIES 2" THREADED TAP DEAD END (TYPE "A") C� TYPICAL BLOW -OFF ASSEMBLY 24 DETAIL 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" MIN ' INITIAL BACKFILL IEDDING M8 STONE " STABLE SOIL ROCK " SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST N ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF 08 STONE. FOUNDATION IN (POOR SOIL UNSTABLE SOIL --� UNDER -CUT CONDITION INITIAL BACKFILL TOP VIEW 6" MIN. - CERTIFICATION OF - 95% COMPACTION REQUIRED GALVANIZED STEEL W12 X 14 (MIN. SIZE; T MIN. PENETRATIO UNDISTURBED SOIL APPROVED BY THE SERVICE AUTHORIT SIDE VIEW ' MIN. D TYPICAL THRUST BLOCK IN FILL AREA U -014U-032 N.T.S. 24 DETAIL N.T.S. FIG. W-2 FIG. W-9 FINISHED GRADE TD -17 TD -13 TD -27 NOTE: HYDRANT MUST BE NOTES: k. EQUIPPED NTH CHARLOTTES 1) A PRECAST MANHOLE CONE AND COVER AIR RELEASE VALVE, VILLE THREADS WHICH IS WITH WATER CAST ON LID, OR APPROVED APCO MODEL NO. 1430 (11, THE LOCAL STANDARD. EQUAL, SHALL BE USED. NO. 200A (1'), NO. 1450 (2'7, r' NO. 200C (2") OR APPROVED EQUAL 2) FOR WATERLINES SMALLER THAN 12" USE 8 MIN A 1" A.R.V. AND FITTINGS. FOR WATER BRASS OR BRONZE PIPE BRO�N�ZE GATE LINES 12" AND LARGER USE 2" A.R.V. AND THE FIRE HYDRANT ( INCLUDING DITCHES) FITTINGS. 3) IN SITUATIONS WHERE THE A.R.V. DRAIN TO GRADE ASSEMBLY CANNOT BE OFFSET FROM THE IF POSSIBLE MAIN AN ADEQUATE FOUNDATION SHALL BE INSTALLED SO THE WATER LINE DOES I ` NOT SUPPORT THE MANHOLE CONE. BRICK SUPPORTS OR SOLID CEMENT BLOCKS 7 CU. FT. CRUSHED STONE STONE STONE STABLE SOIL R ROCK STABLE SOIL OR ROCK NOTES: 1. NO ROCKS SHALL BE AMOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER T6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3. THE INITIAL BACKFILL S LL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZ MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE G OUT IN ALL CASES. DUCTILE I ON WATER PIPE INSTALLATION F SEWER SERVICE LATERAL CONNECTION G AND BEDD NG U-012 24 DETAIL N.T.S. 24 DETAIL N.T.S. NOTES: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5' BEYOND THE EDGE OF PAVEMENT, WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING A MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. z_ i R Ij ROADWAY R I ' I c� I I ;a = I PAVEMENT W T- _I COATED STEEL BAND OR STAINIASS STEEL CASING INSULATORS AS 0.25" MIN. THICKNESS MANUFACTURED BY ADVANCE 12" CONCRETE FILL SYSTEMS, INC., MODEL SSI, S1; OR STEEL CASING BY CASCADE MODEL OCCS-pp5, bR BOTH ENDS APPROVED EQUAL. 2'-0" 7' OR 8' 7' OR V 2'-TZ21. -0 L DUCTILE IRON PIPE (PUSH ON JOINTS) 18' OR 20' JOINT OF D.I. IL K WATER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS 24 DETAIL U-020 N.T.S. �--TYPE "K" SOFT COPPER CORPORATION STOP, MUELLER NO. H 15000 OR APPROVED EQUAL AIR RELEASE VALVE (ARV) 24 DETAIL u-022 N.T.S. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOK. STEEL RILE WHEN THE SOIL IS DISTURBED OR WHEN 39" THREADED RODS TO MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT ATYPICAL FIRE HYDRANT ASSEMBLY 2O DETAIL U.00+ N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN dpttls nsavd. No pert of tM mataai protected by #* cap rW (plana, Male, designs, sooWns or dateNs exp *W on thee• Para) may be r w'oduo•d, dwig d or ugb and in any form or by any means, electronic or modmical, Inc AV owftopykV, smMnp, or by any other means of rstrleval system wNlwut wrW&n perrrAWw from Terra Concepti, P.C. Also, these pans may not be assigned to a third p dy wwad flrst w ass suftrisattion of Tara Concepti, P.C. O TERRA CONCEM, P.C. TD -17 NOTE: HYDRANT MUST BE FIG. W-4 KENNEDY GUARDIAN (K41A) EQUIPPED NTH CHARLOTTES S ROUND MUELLER CENTURION (A-423) VILLE THREADS WHICH IS 1. WEEP HOLES WITH GRAVEL AND OR APPROVED EQUAL THE LOCAL STANDARD. KEEP FREE OF CONCRETE. LENGTH OF BRANCH VARIES 2. MAINTAIN A Y MIN. COVER FROM THE MAIN TO 8 MIN T TO 10' THE FIRE HYDRANT ( INCLUDING DITCHES) (270*) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 7 CU. FT. 18" VALVE GRAVEL 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. �„M� .' 6" GATE 5. FIRE HYDRANTS SHALL BE INSTALLED AT I ..� . VALVE LOCATIONS WHERE WEEP HOLES ARE ABOVE i •'• 8" X ®" THE PREVAILING GROUNDWATER ELEVATION. IF '• �'' TEE REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT 2500 P.S.I. CONCRETE •': ': ... ', • •,' . :" ;:r . SHALL BE PUMPED DRY. BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOK. STEEL RILE WHEN THE SOIL IS DISTURBED OR WHEN 39" THREADED RODS TO MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT ATYPICAL FIRE HYDRANT ASSEMBLY 2O DETAIL U.00+ N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN dpttls nsavd. No pert of tM mataai protected by #* cap rW (plana, Male, designs, sooWns or dateNs exp *W on thee• Para) may be r w'oduo•d, dwig d or ugb and in any form or by any means, electronic or modmical, Inc AV owftopykV, smMnp, or by any other means of rstrleval system wNlwut wrW&n perrrAWw from Terra Concepti, P.C. Also, these pans may not be assigned to a third p dy wwad flrst w ass suftrisattion of Tara Concepti, P.C. O TERRA CONCEM, P.C. 12" FLEXIBLE CONNECTION WITH STAINLESS STEEL BAND 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1/4": 1' MIN . d -- BRANCH 2" NOTE: ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN A� SHOWING BRANCH TIE-IN 25 DETAIL FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA —0' STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 2'-0'1 "WEDG-LOK" TYPE RUBBER COATED STEEL STEPS OR APPROVED 3'-0" MIN EQUAL CAST IN PLACE PRECAST REINFORCED CONCRETE SECTIONS 12" MIN "O" RING SEALS a 16" MAX MINIMUM ELEVATION I— DIFFERENCE ACROSS M.H. 5" 4'-0" 5„ FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE L VARIES DEPTH OF FLOW FILLETS CHANNEL TO BE 3/4 DIAMETER OF CONTRIBUTING — — =-=-- — a .. SEWER. A FILLETED INVERT FOR A SMOOTH d 1211 TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING W/ NO. 68 STONE NOTES: FIG. S -I -B EFFECTIVE AUGUST 18, 2005 TD -2 U-006 N.T.S. 0 EAST JORDAN IRON WORKS 00104316 US FOUNDRY CORP. USF 710 RING & DP COVER OR APPROVED EQUAL i Cel (4) 1" (25MM) DIA HOLES ON 32 3/4" (834MM) DIA BOLT CIRCLE. 1" [25MM] FIG S -1-D TD -4 2" (51 MM) LETTERS (RECESSED FLUSH) -(2) CLOSED PICKHOLES 1 1/2" —1138MM] I \_(2) CORED PICKBARS 1/8" (29MM) DIA BOSS 27 1/2" DIA 1 1/2" 16 ] [3MM] 7" 26 1/4" DIA [178MM] 26" DIA 1 1/2" [667MM] [6"M] [38MM] 1/4 (6MM) DIA 3 1/8" " NEOPRENE GASKET 179MM] 77 �[606MM]� 2[722MDiA M—� [ �] 1 [584MM] " [914MM] DIA 25 DIA [635MM] O.D. OF GASKET GROOVE FRAME SECTION SECTION B TYPICAL MANHOLE FRAME AND COVER 25 DETAIL U-0°' N.T.S. FIG. S -1-A FRAME & COVER NOTES: TD -1 1.OPEN CUTS IN PAVED AREAS SEWER SERVICE LATERAL CONNECTION NOTES: WITHIN EXISTING VDOT RIGHT- 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE OF-WAY SHALL BE BACKFILLED REMAINING BACKFILL SHALL ENTIRELY WITH NO. 21A STONE. NOT CONTAIN ROCK MATERIAL NON -PAVED AREA 36"MIN LARGER THAN 6" IN ANY 2.FOR DUCTILE IRON PIPE THE DIMENSION BOTTOM OF THE TRENCH SHALL 24"MIN BE SCRAPED AND COMPACTED, INTIAL BACKFILL' AND ALL STONES REMOVED OR 8"MIN (6" LIFTS) A 4" BEDDING OF NO. 68 STONE EMBEDMENT " THOROUGHLY COMPACTED SHALL BE PROVIDED. 1'-0"MAX BY HAND OR APPROVED CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY SPRING LINE OF PIPE MECHANICAL TAMPER 3.WHERE ROCK IS ENCOUNTERED OR AN APPROVED EQUAL. HAUNCHING PIPE SHALL BE INSTALLED ON A NO. 68 STONE 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"PER MINIMUM 6" BEDDING OF NO. 68 BEDDING 6" max STONE. 4" min WITH "O" RING SEALS FOUNDATION (SHALL BE OR APPROVED EQUAL REQUIRED WHEN SOIL 2' MIN ' CONDITIONS ARE UNSTABLE DIAMETER OF 4". ALL PIPE) TYPICAL SEWER PIPE INSTALLATION rf� IN TRENCH P CONNECTION SHALL BE TIRON 25-016 SECTION p PIPE (CLASS 50) j7 N.T.S. N.T.S. 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM 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 AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN 25 SECTION u4w N.T.S. FIG. S'2 TDA C TYPICAL 25 DETAIL OLE WITH DROP CONNECTION u -M N.T.S. D� SEWER SERVICE LATERAL CONNECTION 25 j DETAIL U-01 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No pat of the material protecled by this copyright (plarn, Ideas, ds@Ww, sectiorn or detsk expressed on these pians) may be reproduced, dnnged or utilized in any loan or by any mearxi, electronic or mechwni W, hx kKbV Wroboopying, scww*V, or by any other msens of rob level system wilhord writlen pernrnlon from Terra Conoapts, P.C. Also, these plena may not be aeeigrred to a third party without Ant wrlgen mothorizedon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. FRAME & COVER SEE FIG. S -I -D, E SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE STREET SURFACE OR AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS NON -PAVED AREA INDICATED, THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.7 HIGHER THAN THE SLOPED AREA TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. "WEDG LOWTYPE RUBBER COATED 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE "SEALTITE", 1'-0"MAX STEEL STEPS OR APPROVED EQUAL CONNECTED USING A PIPE SADDLE AS MANUFACTURED BY CAST IN PLACE OR AN APPROVED EQUAL. TT-0" 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4"PER PRECAST REINFORCED CONCRETE FOOT)SECTIONS WITH "O" RING SEALS OR APPROVED EQUAL 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM 2' MIN ' DIAMETER OF 4". V-0" MIN 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER P CONNECTION SHALL BE TIRON OF 3 FEET. p PIPE (CLASS 50) j7 5ED IN 6" LAYERS AND SALT COMPACTED BY HAND TAMPERS OR PAN BACKFILLED WITH SELF -COMPACTING 2R14ATED r'2q# STONE. 'p FINISHED GROUND MARKER 5" MINIMUM ELEVATION DIFFERENCE V IES 4 12"MIN 121%MIN LQ ACROSS M.N. FROM INLET TO OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH ' TRANSITION OF FLOW BETWEEN p INLET & OULET PIPE $HALL BE t Q PROVIDED. PLUG END OF t' p : ► p' MAIN LINE SERVICE LATERAL • D SECTION 3/4 DIA OF LARGEST 45°0'0" PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REOPIREMENTS SHOWN ARE MINIMUM AND SHALL BE L - SPECIFICALLY DETERMIND BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHIALL' ETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON-EXTE DED BASES. IN LINE WYE -TEE 3. ALL JOINTS, LIFT HOLES, LETS, OUTLETS TO BE SEALED & GROUTED PLAN INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE VARIES DESIGN ON SEWERS VIA STEEP SLOPES. I C TYPICAL 25 DETAIL OLE WITH DROP CONNECTION u -M N.T.S. D� SEWER SERVICE LATERAL CONNECTION 25 j DETAIL U-01 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No pat of the material protecled by this copyright (plarn, Ideas, ds@Ww, sectiorn or detsk expressed on these pians) may be reproduced, dnnged or utilized in any loan or by any mearxi, electronic or mechwni W, hx kKbV Wroboopying, scww*V, or by any other msens of rob level system wilhord writlen pernrnlon from Terra Conoapts, P.C. Also, these plena may not be aeeigrred to a third party without Ant wrlgen mothorizedon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-546, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS 4'x 4' (INSIDE DIM.) RC RISER /PLASTICS LOTIONS TRASH CK W/ ACCE HATCH, AND RAISE TOP ��' F DAM TO ELEV. 603.00 (12' DTH) POND LL ALSO SERVE ASA SEDIMENT BASIN DURING EMERGENCYSPILLWAY ELEV. 601.00 630 WILL N ED TO BE MO IFIED TO SE IN THIS C ACITY 630 ORIFICES T FLOVVLINE 7.50 CREST E . 588.67 INV. IN 682.40 (18" RCP) PROPOSED 8' SA ETY/MAINTAN NCE BENCH INV. OUT 574.85 (EX. BO) (5.( % MAX. SLOPE) 620 - - - 620 4'x 4'(INSI DE DIM.) RC RI SER W/ PLASTI C SOLUTIONS TRASH K W/ ACCESS HATCH AND RAILROAD 610 TWO (2) 2. '(L) x 0.42'(H) ORIFICES AT E. 598.70 610 AQUATIC BENCH(10% MAX. SL PE) INV. OUT PROP. 10' 2.00 (18" RCP) ALONG NORTHERN SHOREE OF POND GEO CHNICAL / ENGI APP EER TO VE FILL 600 soo ,' / GROUND ELEV. / 587.50 590 590 / VREINFORCED CONCRETE /96 � LF OF 18" RC 010.00% BASE 580 580 NOTE: � _ _ _ _ _ _ - - - _ _ _ - - - - - -" EX. 2'x Z. BOX CUL VER - _ - - - -EX-.2-'x -_-- REINFORCED EX TOP OF DAM ELEV. CONTRACTOR TO CON ULT WITH GE TECHNICAL E RECONS RUCTION OF AM AND GEO ECH SHALL B INEER REGARDING ON-SITE DURI G --- ___------ --'-- CONCRETE ANY CONSTRUCTION ACTIVITIES INVO.VING THE D BASE 570 IIF M EX SlING Tx 2 5LBRICK BOX 570 NOTE: CULVERT JACK A 4D BORE 30" R P UNDER RAI ROAD MAY BE REQUIRED SHOULD COUNTY NOT APPROVE USI OF EXISTING BOX CULVERT 10+00 11+00 12+00 13+00 14+00 POND SECTION SCALE: 1" = 20'H; I" =10' V REPAIR ENTRANCE TO EXISTING REINFORCED ROCK MASONRY BOX CULVERT. USE SLURRY MIX OR GROUT CONCRETE --\I STRUCTURE REINFORCED CONCRETE REPAIR AND PROVIDE WATERTIGHT SEAL 8" \\ 21 '(H) K R 18" RCP • 4 � / T �j\\j\\j\\j\ \ \\j\\j\\%\\% \\//\\////\\//\\//\\//\\//\\// /// /// /// / / �//�//�//�//�/jam/j�/jam/j�/j�/j�/jam// 5.36 00 40.0000 • 8" 48" FILTER FABRIC PLAN CLASS I RIP RAP PLASTIC SOLUTIONS PLAN 2' MIN. DEPTH PLASTIC SOL IONS OR EQUIVALENT OR EQUIVALE TRASH RACK W/ A RIP RAP CHANNEL B TRASH RACK ACCESS HATCH ACCESS HAT Z6 SECTION E.� N.T.S. RISE REST ELEVATI 600.75 RISER CREST ELEVATION 600.75 100 YR STORM MAX. ELEV. 63_2.97 _..•_..._..._..._..._.. _...- 10 YR STORM MAX. ELEV. 600.62 2 YR STORM MAX. ELEV. 600.10 TWO (2) 2.0'(L) x 0.42'(H) TWO (2) 2.0'(L) x 0.42'(H) ORIFICES AT WSE. 598.70 W/ TRASH RACK ORIFICES AT WSE. 598.70 W/ TRASH RACK ° -POND WSE 598.70 _?OND I ,.a . 3.I \\ \\\\ �� 18" RCP 18 RCP CULVERT I• 2' \\ \//\//\//\//. \/\/\/\\/\/\/\/ \//\\\\// \\�\\\\\\\\\\\�\\�\\�\\�\\�\\/\\\�\\� / // // // // / // // // // // // // // // // // / INVERT 592.00 INVERT , . 592.00 , /\/\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\/ \\\/\\\\\\\\\\\\\\\\\\\\\/\\\/\\\\\\\ /// /// /// /// 4.0000 I ..; . 614 //\//\//\// \ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \\\ \ ao , 12" Is FILTER FABRIC FILTER FABRIC _88 a ' ' Ile • 76" CLASS I RIP RAP CLASS I RIP RAP 2' MIN. DEPTH 2' MIN. DEPTH SECTION A SECTION B RIP RAP CHANNEL A rC'- RIP RAP CHANNEL C rb` CONNECTION TO EX. RAILROAD CULVERT E POND RISER 26 SECTION N. T.8 26 SECTION N� 26 DETAIL 1N.T.S.26 DETAIL N.T.S. iD-000 N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: AGF REVISIONS: 1. 5-546, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rWft raaerved. No part of the m@WW prolecled by rifle oopyr" (plan, ideas, 1eMaI , eeotlone or dat & oxgaaaad on thew p*m) may be reproduced, dwVW or uMknd In any form or by any mearxs, elecftft or madwrkal, ftkOV OVboopyfrp, scenrft or by any other morn of rel lev syaMm wWW wrftn pwwft$ion from Terra Con mu. P.C. AW, these pMm may not be anlpned to a thkd party wllhout *9 w iftn aulho kstion of Terra Concapb, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 F". Ml =11=011 ..�j��.jy►?; INS _s; j �i�j� / '� A► /I' \ 71 s ........ �....... �_•_�.�. _ LOT ll\ LOT 12 • • • �' / �� �,. • � ��1`1�f ,1 �--meow_ILOT 10 LOT 8 LOT 9 � i� -0 A L ILYA FF W Mr;; ®�vv°�1 ° 1 � DIY..• � 1 JkY COURT R 4ffl� Erldi-RINM DIPT97 Ill'st 441 ILI glINL ,, � - ■ 'rte , - Ce `d! • ���`�► ,� ♦• • • r • • • • • • • • IF \� IM1-001 i Xff� " N �+` . �•. ��� / ,k, ,w . w►AlSwu Ar Vku, MIL X� \ � w \r w � s o gm ON SHEET 30. ►S it � I HOUSESEED MI ING oll IVA -�� I,,.,,,.• 1 MAGNOLIA �,►0 SAVED 0, • ��y � � �'� �����.� •.1■��� �• . ■r.'���� .��� •. � � � .-��!�r���� �—� ice■ ��►� ��� � --- ■Irk /`� ` �� \ � � d �! � i � - • mw• ���w ■�.w,�w�s.��w�.iwww� . �•�•►aw. �.������-.�..+�>�s��.+.....—o. ,..,.. ._ „-s..,se�s.._ .�..—_ ■ ., _ 1 ■■ r..,Ll •A NOTE:rE: ALL STREET TREES SHALL SHEET R THE +IAVE—Ala • WIRED ' ' OF •SIDEWALKS VDOTPOW i 1 PP Tp 1 711 EX. • •PRESERVED TREES; TYP. 4f im SEED MIX 02; TYP.,• -• � DOGWOOD r•••r EX. RED .rtts amih_— i •J I NOTE: • •EXISTINGHEDGEROWS e r ON FOR NOTES TO r • • i • r i r • -• i i - • e . NAL01111N, •- • < • • i • NOTE: NATURAL STATE ACCORDING TO THE WICKHAM POND CODE OF 1 PROTECTION AND SOIL MIX E STREET TREES TO BE DEVELOPMENT AND CCR'S. PERMITTED MAINTENANCE OF ANY PLANTED 40'0.C. UNLESS PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION, DETAILS OTHERWISE-NOT•I�.' P SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR DYING \ \ A B SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE 33 33 3 ' PUBLIC'S HEALTH AND SAFETY. ADDITIONAL MAINTENANCE OR ► \ ` \ \ ` -� �� ROM E EQ PLA T LIS PR / OTHER REMOVAL OF SPECIES SHALL BE AT THE \ \\ I 1 RECOMMENDATION OF A CERTIFIED VIRGINIA ARBORIST. 1 x' TE.lLDxlxDl%lA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN riphb mwved. No part of the malarial prvlsctsd by ft cWy4pht O*m, fleas, deNpns, eecftu or detak expressed on these plan) may be mproduood, dwo W or uftsd in any brm or by any means, oWcbwk or mechanical, irckoV owft pyhp, ac ennhip, or by any other means of reb ley aya0•m without wrftten pem*m9on from Terra Co mpls, P.C. Also, thea plans may not be as W W to a third party without tlnt wrilOsn authorkntlon of Terra Concepb, P.C. O TERRA CONCEPTS, P.C. SHEET Ute'' OF 42 ' tx`4e's34-4-'�r ' j"' :k f•tin. ^i�.x ?°'f4 "..;" ' ' + — — \ \ — �•• t \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ �\ 10' 20' \ 40' « AS LOTS BECOME AVAILABLE TO THE MARKET \ \ \ \ \ \ `t' .r a x._.v.,,.;y.,ics+ . ; • . " `:..a:+rt i / 1 — — — tzR — — J — — — \ \ \ \ \ \ <�. , y•:.,,-, , - / / BUILDER S�AtL�►PPL Ito TiiHNDIti1DOf►L - - \ _ -/ _'-- , \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O \ \ \ \ \ \ \ LANDSCAPE PACKAGES SEED MIX 03. NAL \ \ \ \ \ / / ' / / SEEDING SHALL REPLACE THE TEMPORARY_ + - a p / SEEDING APPLIE 9-GR�01 - _ NOTE: -' + + # , / TI '------------�- THE MOVEMENT \ \ \ \ \ \ �� \ \ ACTIVI ES.'SEED MAY BE SUBSTITUTED AT \ \ \ \ \ + / ' / / ' CbERS DISCRETION PROVIDED IRRIGATION_ - _ THIS ST ;GIE�,,\\ \ MEASURES ARE IN PLACE -F -OR EACH-COTAN66E \OF ALL �A _ THE LIMITS OF CL3 OUT ION \ \ \ \ \ \ \ \ \ \ \ ' EQUAL fiALL FESCUE BLEND. QUANTITIES � � � � \ -- ------ A I� O. FOR E \ \ \ \ \ \ \ FOR ALL SEED MIX 63 ON LOTS WERE EXCLUDED - _ - - - - - - - \ \ \ \ \ ` / _ FROM REQUIRED PLypIT-t18T�ROVIDEb ON ' - PROTECTION MEASURES EE / PRESERVED I6tEES'� TYP. � - - � � _ --MIXED / / - SHEET 30; TYP. /' - - - - - - - - - SHEETS 27-32 AND 37 F i \ \ \ \ \ \ \ \ \ \ \ \ \ / / / _ �'.-'' � 1 ---- tOC�CT'ION7W6mT7�IItS--- -- //.' \\ \\ \ \ \\ \\ \\\ \ 1-1 \ N 08004'28"yAl 44.82 PROJECT) — . --_ "I- J!aNOWN m m i MATCH : _LI SEE SHIT 31 ES?�`S PROP Y LINE / Nos°or2oaE 844.82(PLAT) — _ — -__ _ _ --- --- ----- -TP- - - TP - -- rP - -- - p \--- T -. - P - ----- - - P---- --- - 1 -MV �' �� �---------- - # P \ 1 -RB \ S �— 211 i _ - - - -- -- -- CD T ----- -- -T - _ - - --- - >--- -- ----- - -- - --- -T- — - - - - - - - ._2=R . / \ - _ \ /-1- -f / / /' TREE POTION, TYP. / / / ,' S S S S S S S. S $ - - - - _.S_. / C21�/ \ \ \ 1 \ \\ LOT 1[7 ---------- - ----- - S - �-_- / / \ \ \\ SEED MIX oll \ gp 02 STREAM -BUFFER AREA TO REMAIN LOT 75 •I � RECREATION.NATURAL, Y VARIABLE EOR PASS VE LIMITS OF . • - t • •LOT 71 Aar --------------------- �1 4 LOT 73 0 ON ON W0 32 34 36 4:7 NEW ,_NEE ►, EMA go- 11M WOMEN pp // Its—� f�� JERMNM , •, �/ —� l,� �•1�., ; •� / flt•. �♦ r � � r�l � � • '�. � 1� 0.9 � � �_ ' +,,,�+,++�,+,,,,..,�,,\.., ;,+,,'•+,"' ��� - , , t t ....i. w1� �iiDo'1 �� $ I� ..� II81� � .� � I� ,� I ,� • 0 �w f , , . �i► Ci �� � ►� : t,, ♦ .a'1�:�1�1► ��r(♦.. —_ _ i "� iar_ri ��I 1��`� _—i � `� v o,+ +.,,+ +, �./;.+ 1 i ✓� � � ,, — 1t .,� •� . . � �■111■►iii-..%.r...,._.. �i�, 1►/■► 1■. _ _ -- - �► .. gal L ' 11 1mw toim ► . . �i �� ► , ,11 bko LOT 83 LOT 84 LOT 1116— IRS i 1 �, •!� i itVA OAP .`', -A ��. • Jam/--` ,, 1 �s . ` �•'-�t,•,��� " : �• pr TVA P—vll. we�_� ��� r■■■ii� '� ■■ii■■■■ice w •: ,•. , ,� �; 3001 A . �� I' ,gra.■�.�■■ - �■■■r� ■■..�.�i■���■■■- �ii�Jii ' ♦ ♦ ` . , ►� ,.-.!\SEED MIX ��,.� �/ ♦ ♦ � � �� /� �7 it , ti ♦ • ♦ 10- BA �� �`�- ♦ �♦ d 0 • •C�• ��. ,moi 11 PA LION will jj m m `� ._ , sir . , . �i��■■ �����,r i■%i� I■► ■1�■!�■�1■�►l■■�1'■�111/I�Il1■ 101m 5 i��■I10mrmVIM ■IN �D//� J • II LOT 38 \ \ I LOT 36 LOT 44 `\ I `\ \ \ \\ `\ \ OT \\ \ `\ LO+41 `\ \\ \\ LOT 40 NOTE:— \ -SEE 4MET 30 FOR THE I \ \ \ REQUIRED PLANT LIST \ I\ \ \ \ \ \\ \ \ ` TRE TECTION, \ \ \ \ \ \ \ \ \ \ \ S \• \ \ \ \ \ \ ` 11 \ \ Fac_\__ _ -TP Tp ______.Tp---- __"__TPS \---._._TP_ ._ ____"__TP------__ __..TP. _____TP_ �- TP--�-�--AFL-�---- P� ----TP----------TP--� \ � \ \ \ �� \ \ __ - oil --- \ - - - -- ----- -- — -- -- _ \ \ ( \ \ \ \ ,1 T \/ \ \ \ \ �- 2 I \ \ 1 \ 41 \ \ \ PRESERVED TREES; TY� \\ \ SEED MIk \ \ \ PRESERVED%RWES• TYP. \ \ \ --- -- -- --._ MIXED Q PRESERVED TREES TYPE I \ \ ± \- \ , 20' 1IV�DE BUFFER STRIP - \ \ - - - - `MIXED \\ \~-'-__- ------ MIXED \\ \\ \�\_ - - P------- ��- �- -/' \\ \ o R .7 {R�OJEG \ \ \ \ \ \ IS OB 0"\E— 95a.SF -, \ ra a. ri w rrir ! ~ \ \ ' — \ \ — — \ \ \ O \\ `\ \ '�S�58fi8"i1k 1985.'i`1`{1�60.6b') (P�-p► \ \ IN, EXISTING TNG HEDGEROWS AS INDICATED ON THE FINAL SITE PLAN \\ \ \ \ \ - --� / / - - - - - - - - _ - �' \ \ \ \ \ l \ FOR Nth ESftEB INING`T6 ALL, \ ARE TO BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION INA \\ - - - \ - \ / / GENERAL LAN ING, TRE \1-1 \ � \ \ \ \ NATURAL STATE ACCORDING TO THE WICKHAM POND CODE OF \ \ \ \ \ - - - - - - - _ \ \ / J JIOT OTE: PROTECT•" D SOIL MIX SE \ \ _:x \ \ \ \\ I DEVELOPMENT AND CCR'S. PERMITTED MAINTENANCE OF ANY `\� ` - - - - - - - - ^ \ \ \ \ \ \ \ / /I I / / ALL A S NOT INDICATED AS STREET TREES TO BE / DETAILS / / .� ` - \ \ \ \ \ \ \ \ PRESERVED HEDGEROW, OR OTHER EXISTING VEGETATION, r - -� `.- \ \ \ / EITHER EED MIX 1, 2, OR 4 SHALL PLANTED 40 O.C. UNLESS / A $ C \ \ O� \ \ \ f SHALL INCLUDE THE REMOVAL OF ANY INVASIVE, DEAD OR DYING \ / BE MIX FOR RESTABLISHMENT OF OTHERWISE NOTE; TYP.cil SPECIES AND ANY SPECIES DEEMED DETRIMENTAL TO THE _ - - - \ ` \ / ' \ \ \ � ` / / / � - ALL DI RBED AREAS, TYP. \ \ \ \ �\ PUBLIC'S HEALTH AND SAFETY. ADDITIONAL MAINTENANCE OR \ \ / - \ \ - - - I / OTHER REMOVAL OF SPECIES SHALL BE AT THE \ \ / // ARBORIST. / / \ 1 RECOMMENDATION OF A CERTIFIED VIRGINIA\ \ , � \ TXx-D A EIDXX CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4WS FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMEN'T'S 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS e►u �. resrwd. No part a tha rnalsrla� w � � (phas. idew, daaipns, wclbm or d*Mk •xpraaaad on thaw plans) may be rproduoed, changed or u0 d in any Ibrm or by any maam, elacbon>ic or rnadsnW, kidu" o obwpft, scanning, or by any othar msam of , ob wal syaMm wNiwut w man pwn*Ww from Terra Cmwpls, P.C. ,law, thew plans may not be assipnsd to a third party wtCxwt Mst wriltsn auMorizatlon of Terta Caxepla, P.C. O TERRA CONCEPTS, P.C. mommomenJ SHEET OF 42 OF 11 1-v ,. K ,.. .... ...:. s ,`•yam .i r ,: ,. 9F,,.:. , �. w... . r , �, ..., ,..fur ., t,. .._ .... .. ::: s / .Y, t. / ka t7 e , t r ,w, MIXED RVED� W�, TYP. A - / \ .:..... 1d,. .., V, L ... .. ,: ,. .. .k. t,. 'k ♦. ice l k+n. - ,:, . - .. f:.: \n':;•, , .:,, ;. n..J. ., _:.....; -. .. .4 r} {. ...°u- ... Sri . I`{'C:rx-: ',< : .. ♦ , t.5 ro k t i< r } i r Y ✓ V / z `.fir € e �' r tC w - a r, a ,• c >n ' n t + 3 h ,w aC — , i 5 n •A t i+ �a a S a - •I r� / , 1 , �oo,r a +� 1 a w�a,��33 � ,x,. , • ;'C` . •.. .,.., f n� , ,: 4 k f J. 1 1 h t4 4 >l — ,t 'r'"w ,.• ' .. . �::... , K „ � _ ,. � . > � "� — a \ u r / z — d / l15 -PS-••/ �► \ \ • \ \ ���'.,. '"'.c' �, .#+fib crR z• .' 4 S♦ st" '.�+�`' sv'y ', 'i''€� !k ''� n r Y' / P } 9 �. \'• -" M.., 4 �a ry� � 4's l� 3'''�' � hyo ,.�' aQb �,S'� r ,gp, / • ► / / •... ... .. • �C "', .:. ,;' a. .' . '''"fi, �"+.$� . > : ny r"a"L k �C-, C 2 ` t -. i, iaY:. ��,' u 1�,' �y;,ytits"a+A' , `i�.., s > � sra , y,. / / / / �: . '\ G .t _;yep"?t .67+ W'C '1 3 °h• m.Bs y`Y{'.: f " x44"�!+` 'Sa'1, r, w`T 5,:. �>,. '.1 / --- 13-VP / / 1. '.a.: t.p :.'.: L,nh, '.'..'�y.:}. ,�� ., :„ :':: Yr,• I. Wf'W1•. .:}.:': h ,':. ,, ' b, '.::.. ,. �. / / / / / / / , \ \ \ . z - � y I�,a,,: r� �'i > ` i+Y,.}• n ^ �., i - 4 v sF 't r �; :� c, / / / / / / // / i ♦ ♦♦♦' 'i 13-VP•h.r':w / '/ / / ,• . %' Y • - ..� � _ ` \ ` \ \ \ 4� ih° h ?rEw ��jY2n a're e t' ` r� Y rs:t"xx� y}L3• �1'it�t,9• 0. / / I ♦ ' . \• �,\ \ \ r 'i t°s k'.�� ' � tp�. � i:n;, �' v`'` \ ra� ai.r'e x •?�+t> ��'ky� l fl } '' rf i Y' .� �' I _ %.. e►' _ .�. A \ ARE\ D TREES; TYP\ s ,-VVESTER"IDGE KED COMMUNITY •• \ i« ! 3iy A 1 'T- �F Q PROTECTION, / I / I / \• ' \ \ \ \ °a.�, ;+r *Ys3.'y ,%, "r'„fiyro+`+ $7th <1 56"n�3 t"r^Yi } _,N n %r"`...' r..Y 4�,, 4 off ` w 'tF 4 M. = i r =.k.Yn q•+ :VSr n Y' '� s ,4 ',.+`�,•^ fk ` *r / / / / \ ,� / / � �� \ • ` \ \ \ \ \\ \ \`", �n `3�Y x � '`Y: 'r"'4i = �;� c �'V� ' !z'� ",..>g♦ ��1��� ;'i,,�5 �� :�€ — _ i \ / / ►� � / 'I. \ ,� \ \ r ,,rR"�..z1�'. � _ w \ ,4 a>a x� 'tai �- z5 � iF+, �sx m w r `r , +as / • ' 1- P • \ \ • \ \ �4.`i''. e� ..,�L��3'�'z��q B _ . 4 • \ \ fir a �ro Ei-.�\�>+rr,,;;@, , f�� t M'>&� r , *,3 *y /i v� 1 ` A Vo 2 ♦'raf # 1 wS'?', ',Ar''' +F• rk. r.r7 '� aa`a.5' + l 1 l4'�V.-: �Y S \ rte, t �, ' • w t R S .:Ar m�a�yy}} y���L/ II } !�'1t4f�r.X F�.. / •• \ '� � L LIMIT E/POST / I - ¢ I :• SOF PR 3- • \ \ ''� '�IM, :• / 6 -NS �� ) I — IIrILSTREAM ` I / BUFFER _ \ \ >, \ \ \ ,5 �7 3- LS �. . ,4 � ret PARCI\.o \ j y+. • am MAN • tf k W 3•, 4 'b \ \ \ \ LOT 61 \ \� I 5- 3 -AAS \ a 7R IL ♦ k // / / / / / \ � • 7 � / / \ \ \ \ \ \ \ i+ i'.'`w w�' `X ,�R`y°l S`x. 5 (.N�, , �+f l Y rf I�P.•H '� _--pr--do-- 5- S / / /LOT 63 17 LS \ \ s ♦ LOT 64 \ \ \ • 3- LOT 59 ti / �� _ — — — — _l— — \ B \ + \ \ EA)A B FFERAR TO 1p / LOT 65 \ `� \ \ R AIN�NA I''URAL, r / \YET / /- / \ • \ \ AVAI BLUE FOR / — — — \ — — — — — 4 {y \ / RECR TIdN. / , \ \ \ T 7 NNI LOT 6a \ LOT 58 �. � '� TYP. � / � / \ `� \ \ \ \ \ \ \ \ \ \ �{ + x � •�.,_ / / �/ , ���~ ` /� ' h' / 'y/,1- — — / \• I - AA \ ` 1 -LS /�,�Q; ,;• ��;. / '� W \ \ — — \ LOT 67 LOT57 / / • LOT 6S 't�4 \ \ \ \ \ \ 1 o-2 -SS SEED \ \ • 28b -SS MIX #2 LOT 56 �j rop G ® .: 1-1 \ \ 4,000 SF \ \ \ \ \ \\ \ • �. — 41.1 / X SPRIN LpT 55 / I • , SQUARE \ \ \ • 1- DR \ \ \ 61 -AA \ \ \ • .3j -'KH \ \ \ \ ` l / I / 35 E 35 \ \ .� \ \ • 3 VP \ `-- \ • - My \ GI ERIN6' D TOT \' j/ \ I /' I / FIBER MJJL'6H 8" TERRA TEJ`mRA CONCEPTS, P.C. CIVIL ENGINEERS S LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 for isNMMARMLu WSW Lv '41 - -- , -A - Mom— ._ . .. Q .: - � ::.. - , . � ire i���� s ����r �� �� i������ ��►i�c��►�� , / � ► •, ate © Q, , ; ►•,r♦ ,�,o:,_ , _ 4 or ♦ •j�, PI �Iii %//�I/i Mt-` 401 ' 1•i I Imo. .•afi P10010A, PAWN IF L *F�i SEE SHEET 30 FOR THE REQUIRED PLANT LIST F ♦ ,�-�. LOT 53 I / FOR NOTES PERTAINING TO ALL S S / / ' — — T \ / GENERAL LANDSCAPING, TREE / / — / PROTECTION AND SOIL MIX SEE / DETAILS I � I I TREE /I POPLAR SAVED I i j 1 PROTECTION, TYP. IFOOSSIBLE; //I 'i✓REE PRO:6B ON I NOTE: — ALL STREET TREES SHALL HAVE A MINIMUM CLEARAWE OF T OVER ALL SIDEWALKS PER VDOT. //IF NEEDS \N, \ \ \ \\\\LOT 46 \ \ \ \ \ \ \ \ / 'L'OT 46 LO 52 I / LOT 51 \\ \ \ \ \ -- -_ -_ LOT 50 I NOTE: / \ \ \ \ \ \ LOT 49 \ \ THE MOVEMENT OF HEAVY \ \ 1 \ \ \ \ T P I — — EQUIPMENT AND THE STORAGE / NOTE,. \ \ O \ \ TREE PROTECTION, TYP. � OF ALL MATERIALS OUTSIDE / \ THE LIMITS OF CONSTRUCTION — — — — — — / ARE PROHIBITED. FOR TREE SUPPLEMENTAL LANDSCAPING MAY 1 A \ \ _ _ _ _ \ \ BE INSTALLED IN BUFFER AREA PER 1 � I 1 / \ \ J \ ` \ \ — ------ PROTECTION MEASURES SEE AGREEMENT WITH RAYLES. _�\ \ \ / _ / I >� 1 / \ \ I SHEETS 27-32 AND 37 FOR \ \ 1 LOCATIONAND D DETAILS \ / 1 � I _ PJ /1_______. TP TP T TP TP TP TP TP- - -- ---- -t'-------- - - ---- T�-------Tp- - - - Tp -- Tp ---- -Tp -- TP TP ------ Tp ---- TP- j-- TP TP - Tp- --- -�P- Tp-------- TP- - ------TP--- P-- TP-- -- -TP- -TRR co SEED ZOJ E CT / / i / O I ( II MIX •2 PRESERVED TREES; TYP. 20' WIDE BUFFE"TRIP O 3 08° 1 30" E 194. / c1o,7oo SF) MIXED— / 5 8 (P� JE T p � -- — --- )6 (P \ I \ \ \ \ \ ..•-- S 8°58' , 1986.1140 1960.06') iP T) I YLE4 kOPER J \ \\IN, �e•� �� ke >r._ mum—or so ♦ WAINA01 RAII­ I - - - I ��P NIXON �.� SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-069 CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS Af rpna rvm - No part ofthe rmariai protecM by thb coPYright (ON* ideas, d..gne, ,rctlan or deaf. •Xpruud on f mo pant) may be repmduoed, Champed or uWaad in any form or by any mune, sfectonie or machar", hdudit oviccopykV, wmnk G, or M" other ffmm of retrieval system wfllwut wrftan p•miuion from TWO Concepts, P.C. Ado, thu• para may not be aUWW to a third pwb WOW first wrfan auOw tatlon of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET PLANT LIST (REQUIRED BY THE COUNTY) `\ `\ \ 78 \ I 000,0 --..___ 11.11 __r_--- ___-_ 11.11.1111__-1111_______ 1111 1111 11.11.__.__ _ _ _ MAT Label ! ScientilicName ` CommonName ;Quantity Caliper i Height Root ; Comments \ \ \ �� r 1111_-1111 1111___-__-.-_-_--- - -. _._ .._-.____ ---____-. _ _-- __ _.._ ___._ _-- _ -. _._--- 11._11._ _ -.111111.11_ _._._ ____. ___-.11--. -.- --- _.._ _ __..______._._.___ . _ - --- t.___ 1111 -� ----- \ " . head ' at 2 •balanced 8� B&B Straight , i 12 .2 2.5 � oink, hng begins \ k 1111_.. AG Acer lseurrt , _.�__.___ .� .._...._.____. 1111.. _. 1111.. _..__..,_. 1111.___- P+a!Pe1'� . �!Pb__ ..-1111 1111_.__ ......_.r.. _.._..._.-_�____-___.._...;______..�_._.r..___.__..____..__�..__.____ _...._._ _____.______.__.__.___..___-_----.1111 1111._ ._......_ 1111 AO Acer rubrum'October Glory' ' October Glory Mapb 9 25-3° - �� B&B Straight trunk; branching begins at 5'; balanced head 11111111 1111.__--- ` \ 1111_ _ 1111.11.11- 11.11,_ - .-.-___.___.1111._..._ - __ _1 _ .. _. .. - - - \ 11.11 1111 .1111.._ .1111 1111_. BS Buxus aempervrens American Boxwood 4 i 14 x 4 B&B Dense form good color; w N rooted in pot, 5-6 O.C. 1 \ .11111111..__ -11-. _ .. _ _ _.11.11. 11.11_._ _ .. _ _. _ _ _ _ - _1111 1111 _ _j--______-____.1._..11 -- _ _ . -. 1111._.. B 1111 - _ -_�. 1111 11.11 1111.11.11_ __._____ _^ _ 1111 1111.1111 1111__. -; BW Buxus snica var. insularis 'Wintergreen Wintergreen Boxw ood 47 2436' � 3 G Dense form; good 1.1. w ell robbed in pot; 3 0. C. _ 1111_ 2 7-8 B&B i Straighttrtnk branching begin at 2'• balanced head \\ \ \+ ; CD , Cedrus deodara .- 1 Debden Cedar . _ ____ 11.._11 _.__ __ __11 _____. _ 1111 1111...-._ ._ ._-._i 1____ ------.-_ _ _�--- ___. ---.1.---- -_- -_ 1111.__ 11..11__. -- _ - - .-_ ._ - _ 1111__ -_.11_ ._- i 2- C - _.... + }- r - __ _ t — - __ ____1__1___1-1_1 _. __. _ _ . _ ... . ; 2.5-3 B&B I Straight trunk dense, branching begins above 5 I \ ` 5- ... 1111,. .. " CK Cladraatts kentul(ee (kites) _ American Yellow w ood__ ... !11_,_ .. 261111 _�___.__ _ 1111 .� _ _ ____� __ .11.11__ . _.1111 --4_ - .- -.-. .1111.._ ._.1.,__ _ . - # \ \ CP - Cornua fkxida 'Cherokee A intoes' Cherokee R•mceas Dogwood 7 2-2.5" B&B Straight trunk bramhng begins at 2 , balanced head \ _..1___._.1 _1111.._... .�-.1111__ _ - , 111 1__. _ 1111.__ { - , _..__.._. _- _ . - _.._. _.__. _ _.__..___. _ ...11.. _ t _ 1111-1111 1111_ _ 1 I CR Cornus fbrda van. rubra Pink Flow er ry� ood 1 8 12 2.5" 1 i I Streght trunk branching begins at 2'• balanced head F 4- HQ `"'b^ _ ,_.._ _..-. 1111_ r.._.__.__ _ ... 11__._ .11 . ...___- _____._..__ -----I-,-1__'11_1.__. _-_ . . _-_ - -1- ___ ... 1 111 __.) _ 1.. _ . .1111 _1111.. T. __ -_ _. - ,___ _ .1111__.. \ �- CY l Cryptomeria japonica 'Yoshino' I Yoshino .lapartese Cryptomteria __ _ 17 . _ _._._' ____.___ ` 6-8' _. 11.11 _B&B-_ _._ Branched to ground, den---- olage, straight,-----pyrarntdal form 1.__ 1111... -1111. _ _ _ 1111._ _ ._ . . _ 1111_, 1- VH- HD Hypertcum densffbrtxn t Bushy St. John's Wort 27 r } 24-W' I 3 G i Dense fora; good color; w ell rooted in pot; Y O. C____ \ 1- AA'I-- i11.11_ _ -_ --.1111___ _ 11-I---- ^ _. 1111_ _ .. 1111.-------. 1111._-1111___ . 1111 _ _ 1 ' O 1111 1111 _ \ _. _\ ,_- _1111 .. _ 11 .1111__ ..1111.- _ 1_1.11.. _ .. _._. 11.11._. _ . 1111 _.-_-_ 11.11. _ 1111_ _ .i._.__ -_-__. HS i Hemeroca8is 'Stella d'Oro' Stella d'Oro �y8y_ . _ .. 540 1 G Dense fornix healthy color; uniform branching, 8' C 5- HV - , in 1111.__.1111__ __ _ .-- _ __11__11.. _ 1111 .__._- 1111 11.11 1111__._ _ . _ _ TECTION TR E PRO , 11.11.._ \ _ _ 1111 1111 _ , l°fV i 1-1wre�amelis vernalis - I Vernal Witch -hazel 3 2436" I 3 G 1 Dense forrrx good color; w all rooted in pot; V O.C. I TY� (._.__..._. 1111 _..-1111. 11_ _11_. .�________ .. --1111__-1111_____ __..____.__.-_--__..._____-11 11 \ 1111.1111_.__.______ _ _.___ _ . _-__.-.___...-_ ..______-1.1. _ }-1111____ 1111.__ } 1111_._ 1111-1111-.1111 �.___ D Nex glabra'Denaa' Dense hkberry 143 ' 2436" I 3 G Dance fora; good color; w el rooted in pot; 3' O.C. � \ _ 1111 ____._._ 1111._.-_ _.. __ _.__ ___�.___.. _._._.._.___ _ 1111 .. _1111.1111___ _ 1111.__.. _.------� \ 1111 1111. _1111_ 1111___. 11 LD , Liriope muscari'Big Blue' , Big Blue Uriope 111 11111__ 11.11__ - _ 1178 �- ~- -1--- - ' 4 ypot (1pint) Dense form; healthy color; branching -,-12" O.C..----- -1111_._ .__1 \ 1\ 1- JV 1111 _-- - _. _ . LS ._ ( Lquidembar styrocifiue 'Rotundilobs' Rotundioba Sw eat Gum 35 12.5-3" -� B&B Straight trunk dense, branching begins above 5' \ \ 1111_ 1111 __..._.__._.___.________- . _._____-___-_- _ _ - _ 1111 1111 ._-_.__1 ►, t _1111__ fi.____ _ �_� �._.�� - � � i i -J. � 9 8-10' B&B ,_Branched to bund, dense f ,atr ramidal form � � \ \ Bogus 9r PY ' Edith _ _ _ lion 6dlttt Bogus' _ .. _ . _ _ _ . 11.11 _ MG i Metgtx�Ma grandff a Bog _ Bog _ _ _ _ _ 1111 _. ._ _ _ 1111-1111 _ 1111 1111 _ 11.11 NS l Picea abies Norw sy Spruce i 11 ' 6-8' i B&B Branched to ground, dense fok ge, straght, pyramidal form i \ i.-11.11_ 11.11. 1111.. .1111-1111_ .-_-- _ 1111___ __ . _ ._._._ _ .._____-._.t---_ --.___ _ .- _-----_-_ - _ __ --_ . ._ \ _ -. 1 P14 Pernisetum aiopecuroides ; Fountain Grass 40 2436" 3 G Dense form; good color; w ell rooted in \ \ _ 111.1.._ .._ _. _ _._1.. _1.111_ . 1111__. _ ..1.--,--...,.--..�-���i--.---------�----- --- _._._______.__ ___.-..-_.-----_---_-._-__--__-1111__-_ ____.....__._. _ ...pot; 3' O.0 _. \I .. -- 1111__ . t __1_1_11. 1111 __. _ . . _ .PB i Platens x acerffoia'Bbodgood' London Rene Tree 11111111__ 1128 {2.5-3" _ . _. _ _ 11.11__' . . B&B ; Straight trunk dense, branching begins above 5' _.__._...._ _ \ - JV1 - 4 _-,,-,,- 1111. _.__­.____+_ _ 1111.___ w 1111____- _ i 1111. 1111. ..ob -- 11Nhite Phe i 6 ! ' 6-8' 1 B&B i Branched to ground; dense foliage, straight, pyramidal form I \ 1- DP _ 1111 PS Rnus atr oboe _ _ _ 1111_ _ / 11.11._ _ __.a..__...__ 1111 _____._____..._._ \ 1111 _ - .. __ 11.11. . _ _ _ ._ _ .1111.1111 1111_. _ 1111 11111. _ - T i I B&B 1 Straight trunk; branching begin at 2'; balanced head PY I Prunus x yedoensis Yoshno Cherry 9 25-3 ' ' ) -1111 _ .. 11.11. �. .11.11 _ . 1111.._ . 1111. _ -, -__ . _ ._. 11 _-- --I--11 .11.-... _.___ __ _ 1111. . - - - - r - _. 1111 QF ;Quercus fa�ada Southern Red Oak 1 6-T' _SP)4DE Straight trunk branchirq begins at 5' balanced heed Y _ / _ ;._.. __..._ _-_____ .1 . -_ 1111_ ._ 11, - .__.. ... ` -111 _1 1111.... . - QN Quercus nuttallii Nuttall Oak 3 2.5-3" , B&B Straight trunk; donee,- branching begins above 5' I' \ \ --- . 11-- -,_, .,1111_. _ 1111..11.11. ... . _._......._ 1 111_ -.,. .-1111 .y....._. '_ -.___ _r_. . ---.- _{_- -. ...--_ 1111 . ____1___.__.. - 111 1 1111. _ ...- .., ,......... .f_...._. -11.11.. 1111--1111.. ._...._.... .. 1111_ ! 4 QP Quercus palustris I Pin Oak 1 2 i 2.5-3" i 1 _ B&8____ Straight trunk; dense, branching begins above 5' _ 1 - 1 1 + F__.__ __._t_____. _11 ___11. _-.--._1111__ . _ _ . _ ._.___. _- __. _ i_ --._._.__. __ - .... - -.11.11 _--.-.---_-_._ .__ _1__111_-_- I...__ N-. ---,-- -, _._. __ .� e 5 - 1 QR ! Quercus falcate Southern Red Oak 3 2-2.5 ! B&B , Straight trunk; dense branching begins abov ' ' ' �___._____ _..__...__ 1111 ____.___._ 1111... i - ____-__..____. _ 11._--._ _ . _..--- ____.. ____11.1111....x___._____._ r-._---_._� 1111_ _ __-., .--__.-_.._,.. _ .__ 1111__- _-11---' -._.______.----.-___. 1111 . __--_-.__-_ 1111__ -. i ` - - , 1: Aurora Gold Herd Fescue Mb( 1.8W.876-2151) sf Mb( it 20000 seed(Suppler: ( ) Seed i i_ 1111___. _.1111__._\ ,S1 iSeed � _ 1111__ _. _ _ 1111 1111___ . _ ;_ _. _ 1111; 1111.__ ..__..L___.__ .1111 _._...,____._ ___.___.___ .._____._._______._.....,._ 11.11_ _ 11 -S2_ i Seed - f Seed 73405 i j -seed (sf) Mb( ilt2:bMeadow Mk (Suppler: 1.800.873.3321)- 025588 • \ __. _ 1111_._._ .. 1111 _ ._ 11.11. _.__ _ _ 7--- __ -___ __ ---- -.-__ _._._..__-1111._ ....-- _._ .-____.L.___._.-._ ._ -1111.. -I- 1S3fiSeed i Seed _ _ . 1111 28438 1. 1111__ __I__. _ ______j - seed (sf) Mbc iwk3:TaN Fescue Mbc (: 1.800 873 3321)- 025589 _ \ !__._._ 1111+,_1 11.1.1_.._. - .11..11. .__ 11.11. -_. .. - -4------- x_..11.11._-_ _.--- 1111_ i .. \ S4 ;S� Seed '; 4047 ; seed (sf) Mb( 04:W florid Meadow Mb( (Suppler: 1.800 873.3321) • _ _ 111111 1111_-_ _ ._1111_ __.11.11.._._ _. _ 1111_. - .- ._ �______ --' 1111.. _ _ ...11_-----_ _ _ 1111._-_ ._r_ _- -4__---_ 1111.1111._._ _ _.____.�___._ 11.11_-11-.._ _.-_____.__--.1111_'.__. _ _.. \ SC Seasonal Color °Seasonal Color � 20 I 14" pot (l pint) FW in pot; free of rot & disease; 10" O.0 ' + 1- CP \ .. .- _- .: _. _ i SOD i Fescue- SOD i Sod _ .. _ 1111 _ ._ 1111. _ 737 ____..___ sod (af) - ;Tal Fescue__ 1111_._ 1111__._ _ _. 1111-_ _ _ _ .________ 11.11 _ _! I 11.11 .. 11.11_ _ _ _ �_____. __ _ _._- _ _____ - _ -"- .1111__ _ I 1111_ SVSyring� vugaris� Lilac _ !_ ._ . 6.. 1111__. 11.11_ fi___ ___...__L 1111._. 3 G _-,__i.Dense form; good color, well rooted n pot; 3' O.C. \ 11.11 1111. 11.11 ... L __ 111 - - . 1111 . i -.. _ ; t i J 1 -LT \ UP l Ul us parvffola Ales IAbe Chinese lam _ ._ .-42 2.5-3"L. _ B&B Straight trunk dense, branching begin above 5 + 11 11_ t _ ._ 1111 _. VB Viburum x burkw oodii %Aohaw k ' Mohaw k Viburnum 9 i 1 30-42" i 5 G Dense form; good color, w ell rooted in pot; 3' O.C. / \ . -_ .. ­. .. .. _ . -- - .... _ - \ VP Viburnum x pragense , Prague Viburnum 5 30-42" 5 G Dense fornix good color; w ell rooted in pot; 3' O.C. - .1111. 1111 .. 11.11 _.y . __ 1111._ -.-. _ _ 1111. ._ ... 1111 _. . _. _ , 1111_... _ _. _ _ 16 ' 25-3" B&B I Straight trunk dense, branching begin above 5_ _ 1111._.. \ 3- RR ' ;WO Quercus phellos 1111 ... _ ' VVAow Oak _1.._ ._ 1 111 _ . -_- - --_ --_1111 _ _. � ___._._. ,.1111 ' WP 1 Buddleis davidii White Profusion' ' White Profusion Butterfly Bush 2 30-38" 3 G Dense fornix good color well rooted in pot; 3' O.C. \ 1- CP - . . ... . -_ - _ ._ _ _ _ _ . --. _1111_- 1_-- 1111 1111 .. _ _.11_1-1_ 111 __ . w 1111._ .. .____ 1111_.--... 1111_ . _ 1111 .. 11.11 _ _ _ _ _ . \ 1-10 \ \ 5- RR 1\ \ MITIGATION / STREAM BUFFER PLANT LIST (REQUIRED BY THE COUNTY) ` \ 1111 -_ \ 1- AA1 _ _. ..... __7___.______..__._. .. 1111-.--_._�_.__._ 1111_ _ .1111 .1111-1111.---_ _.__..___.. _ .._._____ r _ 1111_._ 1111__ _-_ 1111 1111._ 11.11.._ 1111_.-----. _ _- 1111__. -_.____.__ ___.____. 111,1 _ _ __._____--- _ _- 'Label ScientiAcrlame ' CommonName (Quantity I Caliper I -Height Root-�Comm�ents _. _ ..1111_. _ - _ -1 __- ..1. _.-__ 1111 _ -- - - - _ - _ --i \ �- 4- VC ;1111_ _4_ ___. __ _ __._ ___ ._11 _ _.111 1..__ 11.11 _ _. 11.11. 1111.. t { F 1- QF _.1111.__ _ I s&B/cont Str ' at 2'; balanced head• FAC AA Amtelertchier arborea'Auturm Brilliance'_._ _._iAuhxm Britiernce Serviceberry 26 i .75-1.5" agM tnmk branching begins - 11 ___ 1111_-. .1111___. � _ ___ 11- ... _ _ ../ _ 1111- _ 1111__ . _ 11¢11.1111___ _ 1111__ _ b\ 11___11 - --... _ 111 - _ AG , Acer rubrum October Glory I October' Glory Maple _ 1111 ._-11.11_.._ .. . 6.____.-' 1.5-2" ; ; B&B Straight trunk branching begins at Z'; balanced head; FAC �_. 1111_ _1 1_11_ ._ _ __._.-_.. _.._ _._ ____ - ' _- 11.11_. --.11.11...- ..._..1 _ + -t - �.. -,- .. __�-"_..1111_..__ ---1111.___ _____-_ __._.___ _ _ _1111._ _ __ _-__-_.__1___ 11- __ i \ ! AN Acer negtxxlo ' Boxelier 21 .75-1.5" ' B&B SStraigt►t trunk; brainchirg begins at 2 be lanced head; FAG* ......11_-_ _ _1111___ .. _ _ _ ,1111.... I_ _ _____. ____-_11 1111__ __. �. 1111_ _ -. i_ 1111 1111_ �._____._ __ 11.11 1111._."___.___. AR Acer rubrum Red Sunset' Red Sunset Maple 12 15-2' ; BBB ,---,-'--L--, �aght trunk dense, unlorm branchrq, m�stched, FAC _ \ _ _ 11 ___-_ _ _ _ - _ . _.- _ _ .. _., _ 1111 _--- f1-.' ._ .. ____-. _ ___ 1111 1111._ 1 _ 1111 _ \ JV BN , Betula nigra'Hsritage' ' Clump RNer Birch f 9 i 15-2" ;._._.__.- - ,..._B&B 1 ML&b-unk (3-5 trunks), well pruned (no straight w hip trunks); FACW \ 3- VC _ 1111..._ 1111 _ _. 1111-.. - - _ . _.- _ - 1111 11.11 1111.._.. 1111.1111 1111_ _� _. -1111_-1111 1111.1111 ._ _ CO occidentalis rButtonbuah 17 15-18" ' 3 G ! Dense fornix heaikhy color; uniform bramchhg; 3' O.C.; OBI \ _. _ _ CP Cornus fbride'Cherolkee Ftnc�eas' Cherolkee Princess Dogwood 35 1-1 5" ' , B&B/cont Straiight trunk branching begins. at 7, ^balanced head; FACU_ ._ 1111._ . _ 1111. \ \ �_..... 1111.... __......___.__.______...__. 1111... _.______.....__.__ _.._._�-.1111.-. ---1111__. _-._-------- -_ fi____ _._._.__.+.1111_._ .__.r _ ( \ " •balanced heed FACU brant at 7 , V B& -!cont Straight , 1 1-1.5 trunk 8 �g �� � Pin( Flow _ .. _ _ .. 1111 _ _ . .CR Cornus fkxida ver. rubra �'t9 Doges 11.11-1111 i_.._._ ._ .--_---_..______.. _._..____ .._.__.______ 1111._ _ 1111___- -_ _ , . _ 1111.__ ;1111_.-_ 11.11!___. 1111__._. \ 1. _ .. _ .,_ 1111 _-_ _ 1111 _ 1111._. . 1111__ _ 1111. _ . 11.11.__ 1111 I CS Cornus sericee Red -osier Doges ood `; 15 ! i 15-18" ! B&B/con Dertae form; healthy color; uniform branchrig, 3 O.C.; FA0 1111 _ _ _ . 1111_. _ _ 1111_-11.11 _ 1. 11.11_ . ___ _..__---.- 11.11_ _ --_ \ 1111. - 1111 ,1111....- _- - f FAC -� Color _> -, 'Lced fr one source; ormx AN om B&B , 7 1.5-r y ood � plants _ _ \ Dew n Redw , " _-. 1111 _. 1111_. 1111_ _ _ _ . _ �� gyptostrobodea _. _ 1111___.- �_ _ _. 1111 �___._ _. ,1111 ________.� ___..._.__._._.. 1111. _____._._ .1111._. 1111__-1111_ _ _ 1111_ 1111. 1111. _ .. _ 1111 _. ? ... _ _ 1111 __..__._ _ 1111.. " I i 24 O FACW+ D6 DbatichNs agitate Splits Grass 329 4 OT AN glints fromone source; free of rot & dlaease, G \ 1111. _ ._ _ _ 1111 ... _. 1111___ _ ._ _ _.-1111. _. 1111 -_- _ 1111._. 1111... - ____.____ 1111 1111_ 1111 1111_ - _ - ._ 1111 .. } N ;Iris veraicokx'Blue Flag' &ue Flag kis 494 4 QT ; AN plans from one source; free of rot &disease; 18" O.0 ; OBL \ 1- JV \ 1111__ _ �_ _ 1111 _. _ .- 1111_- _. _ _ c . -_1111._..1111.. _ 11.11 _ 1111. -... _ _ _ _ _ . ; _ 1111 _-__t__. _ 11111111..1111. __.....__._. 1111._______ _- i LC I Lobelia cardinals Cardinal Flow or 457 4 QT j AN glints f nom one source; --_nee of rot &disease, 18" O C FAGYW . I \ 1- LT - - ._ _ 11 _. _ s 1111_ _ _ . + -r for FACVV+ 12 1 MV Magnolia virgruca'AuatraNa' i Australis 9w eetbey Magnolia 20 _..- 4-6' B&B Full to ground; dense foliage, atraigbnt, pyramidal nit \ ,11.-11.- --,_. _..__ ___-_ 11.11_ _ 1111_ _ 1111_ _._ _ 11--4 _ __ 1_111_- 111 _1._ _ .1111_ _ . _. _ 1__. _._� 1111_._. 4_____ ... __,________ 1111 _ 1111_- �.__ 1111_ 1111 1111 1111_._ 1- A NL i Nuphar kites , Spadderduck 402 , 4 OT ! AN plarits from one source: free of rot & diseaee, 18" 11.11 1111 _ _ 1111_ _ _ _ _.. 1111 1 . _ ,1 -_. 1111. _ _- _ 1111_._._1111_ ,__11.11. 1 _ . 11 _... _-- ._ __111+ O G OBL 1 FB Pl te" x acerifolle 'Bloodgood' , London Plane Tree 6 1 1.5" BW i Straight trtxik; branching begins at 3'; balrnce . head; FACT . - NOTE: - ' .,4 - . --1111.._. _.. _. _. - 11.11- __..__.... _.11._11 ___ _.. __. _ 11..11 _ _ . _- __ ._ _.�__ .. _ 1111 ___ . 11.11 _ _ �_ _ .1111. _ . 1111 _ 1 O. . • OBL ounce free of rot & disease 8" C PV Plekartdra virgnica Arrow Arum i 4-1 , 4 OT AN plants from brie a 1111. _ 1111_. 1111 _. HAVE _ . _ _ _ 1111 _ _ _ _ 1111 _ 1111 ... _ 1111.4 1111_._ 1111 1111_. _ R WS S _ _ - _. HEDGE HA 1111_ Anomia arbutifoNa Red Chokeberry 21 i 15-18" , 3 G 1 Dense form; healthy color; uniform branching; 3' O C FACW (1) TIME PPLICA NOF I • !? .__ _.}_ ._.. _____._ .._ __.__ __ 1111____ 1111 _ 1111__-- 11.11 ____ ____..___._ ,__..___. __L __..__ j-.- -._ .- _._.�.______. ___ -__ ._-__._-_-____.__-____ ___._11_____.__ 11_ .--,----_--_- Faxibeclda hrta i Black-eyed Susan 800 , ; 4 QT 'AN plans fromone source; free of rot & disease; 18" O Q; FACU MULCHI ' SB Salix babybriica �� ood g V� 7 . 1-1.5 B&B i AAuk�tr(__ (3-5 trunks) well pruned (no straight w hip trunks); FACW1. I 15-18" ' 3 G i Dense fornix healthy color untorm branching Y O.C. ; C.; FACW Cornus a - _om nit y -_ 1111_. . _-11.11_ _. __._.._.---._._ -. _11.11 SD r . _... r + 1- F. ,1111__ . 1111..__ _ ..____.. _ 1111_ ... 1111__ 1111 1111._ 1111. _ _ 11.11 -. SF AcotTus americanus Sliveet Flag _.-- _ 4 QT 'ANI .1 plants fromI 'L one source; free of rot & disease; 18" O.C.; OBL I • 486 - .. rot & disease; 24 O C OBL • source; free of , 11 fromone s , SL Sagittena latifoha Duck Potato 196 4 QT AN plants _ _ _ _ _ _ 1;111 _ . 1111__-.- �__..__.-,1111-1111---_----.�-_.____.___..._.__.__ -_ __T-.1111__ 1111_ _ 1111.1111 _ _, - ---1111 .. 11.11___ 1111.. _ 1111 _ .1111 _ 11.11 _. 11.11 ._-1111 _ _ 1111 1111 1.1111___ 1111 _ 18" O.C.; FACU- i • I 1 �! scoparium ._ ._ _ 1111 1111..__ .. 1111__._ I Little Blue Stem _-1111_ _ . _� _ 11.11.___ _ .'1111... ___ .4..QT� AN plants fromone source; free of rot &disease, _ iz _ 1111._ - -._ _� -- 1111. _ _. r _.- , VP , VNxxnum picatkxn var. tomentosum'VNhite DeW , Wlktite Ds1ghtDoublef1e Viburnum , 62 24-30" 3 G Dense fornix healthy color; kxnfform branchrq; 4' O C FAC ; 1. _ . __ ._._.__.L ._ . _ --... _ -.- _ _._ _--_ .. ___ _ __...-.. _ - -. ---_ _11 .__ _11 _ _. _ _ _ _ _ _ 1111.. ..._...._...._._.... 1111. _.._..._..-.- 1111..--11.11. 1111. 1111 1111. ._..... . .. .. _..._._.. 1111 ..__._...-1111. _t . ............. ......_.___.__...,..__... .._.---------'--_---_1-..... 1111 1111 ___'_J. .._..._.._. _._....__. 11.11_ _ . OBL OBLIGATE WETLAND- OCCUR ALMOST ALWAYS UNDER NATURAL CONDITIONS IN WETLANDS (>99%) FACW FACULTATIVE WETLAND- USUALLY OCCURS IN WETLANDS, BUT FOUND OCCASIONALLY IN NON -WETLANDS (67%) „ 1, FAC FACULTATIVE- EQUALLY LIKELY TO OCCUR IN WETLANDS OR NON -WETLANDS (34-66%) FACU FACULTATIVE UPLAND- USUALLY OCCUR IN NON -WETLANDS (67-99%), BUT OCCASIONALLY FOUND IN WETLANDS (1-33%) - �S ANY STATUS ABOVE WITH A +/- SIGN AFTER THE ABBREVIATIONS (THE SPECIES IS MORE FREQUENTLY (+) OR LESS OFTEN (-) FOUND IN WETLANDS (FACW+, FACW-, ETC.) PLANTINGS FOR MITIGATION/STREAM BUFFER AREAS SHOULD BE INSTALLED EITHER IN THE FALL OR EARLY SPRING TO ENSURE SURVIVABILITY AND AT THE RECOMMENDATION OF THE LANDSCAPE CONTRACTOR FOR WARRENTY PURPOSES. \ - W -� *- M / , I l• i HEDGEROW PLANT LIST (REQUIRED BY THE COUNTY) .1111__ __�._. _..___._... -11.11. 11.11.11.11 -._11.11.1111._ ._.-_.-1111-----T--'--- 11.-.-11 11__.__._.__--___-.-._____.______ . _-.-_11___11_.._ .. 1111..___- .___.__.___ _ __. __ ___ , _ .. ....._..., - _ _.._.__.. _- - , -, -1111- ' Label j ScientificName I CommonName Quarrtity Caliper ;Height Root �' Commerrts . _.-1111___. _--1111.__._--,-1111__ _ _ 11- .1111.__ .1111__ _ __ I_ _,-__ ._ 1111_ _- _. 1111 _. 1111.1111 _ 1111 1111.._ _ 1111 _-_- .. r ; - 1 AA1 Affobnchier arborea'Autumn Brilliance' ;Autumn Brilance Servlceberry ! 4 11.75-2" I ' B&B Straight trunk; branching begins at 3' \I• 1.._.._- -.. ! - 1111_.-.--..., _ ______ .. - -_ 1111_--11.11 .__,_____-1111_ _- _ _-._.-_-- -1111_-_-- ____.-_.__-_____---.---------_ 11.11_._-_---.. - -- __ -1.11; 1111.1111._ 1111 __._____ _. _ ._ 1111 1 r 1 12.5-3" i B&B " Straight trunk branch' cis at 4 � , branching fig. I 1111___ 1111. Sunset IIAet m Red Sunset' Red x 1 Acer rubru Pb _ 1111_ .1111 _ . 1111 _ .. -. _L_....'__ 1111 .-.1111.. .__.......__._ 1111 I- - -. +--1111_.._ ..,.�._.-._...-___'_._.____....__....-1111.-_...._.�..__ ..._.__.,_..... �p`R . _._i 1111 1111 _ _ 11.11.11.11_ _ .....__.. 1111 ... 1111. 1111__. _ _ 1111_. _ _ 1111 .. _ _ _ J. 1111_ . _ _ " ' B&B 1 Straight trunk branching begins at 3'_ 1__,_..._--_-__-1-__-_.11.11..1111_ �- CC !Garcia canadensts Eastern Redbud 3 1.75-2 ._______- t _.a_ _. _.-__ __._._. ___ - _1_ __.� __._..� _ 1111 _- ___�I 1111._ ___ __.__ 11.11_._. -----..-. .11.--__._._________-..--__-1111. 111 1 . _ 1111_.._ 1111. _________.____._.__ 1111 , �CP ,Cornus fkrida 'Cherokee Princess' l Cherokee Princess Doges ood 4 ,1 1.5" seed Straight trunk branching begins at 3 L 1111.... .1111 {..._..__.-. 1111.. 1111 ..____...,.._._._.... 1111 11.11... 1111 _-..__....._-­..­.+--­­­- -. .. ... 11.11_. _ 1111_ .. 11,11_ _-. _ ... _ ----1111.._,_ 1111 ._,.__.__ .1111__._ _ 11.11 1111.. _ ._ 1111 _ 11.11.._. 11.11_.._ ._ -- _-- _ _....... 11,.11_.. _---.----------------1111 _. - _. 1111 i . r 1000 SF CV Coreopsis verticiNata Moonbearrf Moonbeam Threadleaf Coreopsts seed 1/2 b. per _____.._..._._t ___ ._ 1111 1111 _ 11.11 ;1111 1111. _. 1111.____ 1111 -- ----1 -1111 --_.--- ---_--_ t- � � - _ 1111.__ 1111 DP Dios ros vin niana Pbrsinmon I 4 2-2.5" bare root I Straight trunk branching begins at 3 Py9 �...._ 1111.__ _ _.._ __.____._i___.______._..__________ __---_.------- ____ 11_ -____ --.- -.. _. _-11.... __ • x__.._.__11.11 _ __ ...___ 11 _ .- _ _ _ _ _ _ 1111 1111 i HQ Hydra uercffoia I Oakieaf Hydra 1 15 ( il 36-42" ! 5 G I Dense branching; w ell rooted in pot, self-supporting stems 1111._.1111_ _ 1111 _ _ _ _ngea q_ -_ __ .__. r!9°a_ --- _ ... _ 11.11 _ ..__._�.___.____�._._._ 11.11_ ,___._.__._____.___.-1111___-1111__ _______.___.__.__.11.111111 _--___._____ 11- ___ I F_ __. _ ___ _ i HV I Harrmarrtels vernalis i Vernal Witch -hazel t 5 ! 12436" ' 3 G 1 Dense branching; w ell rooted in pot, seff-supporting stems _.� ___�._.— ____..___�___.._____._+1111__ _.j__..._ _111 _1-1..__-_-_._____...__-..-.-11-11__ _ _ �______.._._- ._____,._.____._ _..._____.�_______-.._-._ �___._-.--_1111 __ .-- _ .-_.- t .._._._-1111_-11..11__-_-_.- .__._ 1111. i IN ! lex glabra Nigra Nigra hkberry _ _ _ ... _ .11.11_.__ .1111_. _ i _ .. _._22_ . _ .._..___ _ . i 30-36" _1 _..r 3 G ;Dense branching; w ell rooted n pot, self-supporting stems 1 _ 1111_ _ 1111. 1111.111 1... ---_1111-..__.__._____.____-----_.-1111 1111_--_-. _ _ 1111._ 1 b lex a I American Hoy 2 i 45' B&B/cont Branched to round dense f straightpyramidal form I L___ ___,. -._ -- -- - _ - ..._ . _ _ - -- _ __ __._. _ -- _..�__.___._ _ __- __ _. __ ..._ 11. _ ___ - _.1111__.._-_1__...____j___..1111___ 1111__.. __._________ 1111 -- _..__________ ._____._ 1111._ 1111 1111 !'N 1111__' Juniperus virginiana____ 11 .11111 1._ ... 111 1. 1 Eastern Redcedar_______--- ______ g_ ___ 1. 45'_._. _.__--- f Branched to ground dense foliage, straight, pyramidal form_._] 1 { I Eastern Redcedar I 6 � ' 6-T 1 B&B 1 Branched to ground; dense foliage, straight, pyramidal form j.JV1 Juniperusvrgntana _. __.___.._.__.-.._- --.' -4._.._ ...-1111___.. ..---_ __}---__11.__.._" _.____._______._i_._ .-....-1111___-_----._-1111___-____.____. _ ­­ __________.__-_ _.___.__._I I 11..... LS1 }Lqudembar styracfflua'Rotundloba' { Rotundl obe Sw eat Gum i 3 - ,135-4" i r B&B ( Straight trunk branching begins at 4' i I A 1111.1111___ -1111_ _ ..___... _.-- - .__ .. _ -, --1111 _ 1111 _ 11 ____ ._._ .___ �_ 1111___ 1111__._ 1111__ _ 1111_ t- F• • "._._�-� LT ; Lquidambar tulplera I Tulp Fbpler I 2 i 2.5-3 I B&B Str ht trunk branch' at 4 I , branching ag .. 1111_ ._ _--- ___________.____ 1111 _ .. 1111 1111 _. 11.11 . . _ _ 1111 . _ -- 1111 _ . 1111_ -- -- _ . _ 1111__ .} _- ....... ._ PS Pinus strobes I White Cl- I 3 I ' 6-8' B&B Branched to ground; dense foliage, straight, pyramidal form i I_ ._ 1111_ 1111_ _. _. _ _. 1111 11.11 11.11__ .--L._.. _---1111___. -i- r 11.11- _ _ _ __._.� / 1111_ \1111 . _ _ 1111 _ 1111._. _ 1111.. _ 1111 _f_-1111._ „ - _�__._ _ I QF Quercus fafcats ; Southern Red Oak 2 ! 2.5-3 B&BJc__ ' Straight trunk branching begins at 4' ... - _.. �_ - _-. -- _ - -..11_.11_._ _ -... -- -- - _ _,11__11.. _1..__ 1 ' 11_ ---- -_ _1_ ._ _ _.__.,__.. _ _ _____ ____. _ _ __-1111__.-_----_____.__ _____.._ 1111 1111.. .1111----- _ 1111 1111.. ___ 1111.._ RH Rudbeckis h, _ - _ ._ _ ! Black-eyed Susan I I seed 1/2 b. per 1000 SF I I _._ ---_ .1111___-_..__.. . __...-_._______._________..___._. 11 __ _�_.__.____..____.____ 1111_ --_ 1111_ _�...._-1111 ._ _.._____.._______.__.._.____.__._+.__._._.____._____ 1111 .___._.__-. 2430" i 3 G I Dense branch' ,well rooted in ,self-su stems ' pporting 18 ng' I tura Rose 1111 1111._ Pas ____..__ . _ RR Rosa c aroma _ _ _ 11.11__--- ___�__�_________ . _ _. 1111_-. 11.11 _i .. _ _ __.._._.. __.___.._ 11.11._. 1111._ 1111_.___ 1111 11,11.___ 1111 _. 1111 _.__.___._.-1111 .1111_. 1111 _i. _ 1111 1111._ _ _ �---- ---- _ � �. t VC ! Vacchim corymbosum Highbush Blueberry'; 7 , 2430" 3 G Dense branching, w ell rooted in pot, self supporting stems , I I L_____._ .. 11.11_- -__- ...__.�________.._.___._-_-_-.._-_--_-_-�--_-----_____�--._____._+._v_____.____.____-.f___._---______�___.____.__V__ ____._._�___,_....___._____. I / I..______...,____� 1111._._. - . 1VH 'Viburnumprunffolum 1Black-haw Viburnum 11.11____ �___. �� 11.11.. i_ .1111,.._ .30-36„_I _._.5.G.. -__.I se branching; well rooted in pot, self-supporting stems.. I / G_____.-._____._____-..-11- _.-_______..__._ PLANTINGS FOR HEDGEROW AREA ALONG ROUTE 240 SHALL BE INSTALLED IN PHASE 1 OR THE NEXT APPROPRIATE PLANTING SEASON AFTER THE I / 1. - COMPLETION OF PHASE 1. I 1 I I I' , / I // ,-Y1 I ( V N� - 0 - I 1% --- - - --- - - - ► a 5- RR 1- JVy u 1- Cq / . \ I \ . \\ 1 ,' -3 1 '\ \ \ \ \ \ \ III I I I \ \ I< II ( I 1 [ \ I , - ," 7 I ? I 11 "I \ \ \ I 1 I \ 1 I 1 5. 1- 1 I I 14 I 1 1 I I I i i / - I I I / \ \ I I I I \ \ 1 I I I \ 1 I I / \ \ I I/ I I/ '\ I .I I I I I I I I I I I 1- V I I \ 1' H I (1, PF) \ I �\ I i I I I I I / I 1 dEEDI 1 II / AMU( / 5� SF 1 I I I �/ I I i I I II I I II I I II I II *? I I I t I I I- - .& ,,.,. I 1 i- B10---- -- rams _-MMWWf"f�i i�21;fw l U �✓� ,,:� i -1 I ! // / / / / / / 1 6Nr=N_!_ / / /� , / --/' 11 I --J � � / // /Rj // //z 1-1 / / / // / /r /// // -11, - - 11.11 � --- / =---1111" � / �_-----_-'� I / // // // �-- / / �.�•. 9-99= I- , __ - __ __/ / /. i jj// / // // \ // // / / . �"I // // / // / / 1 I NOTE: i / / l i EXISTING HEDGER AS INDICATED ON THE FINAL SITE PLAN - . / / / / / = �_ / ARE TO BE MAIriTAI D BY THE HOMEOWNERS ASSOCIATION INA _ - / / / / / \ NATURAL STATE A DING TO THE WICKHAM POND CODE OF - / / / / / ''' - \ ''•. DEVELOPMENT AND R'S. PERMITTED MAINTENANCE OF ANY � - / / / x i / I \' ti' PRESERVED HEDGE , OR OTHER EXISTING VEGETATION, __ � � "I / / I ,I" I \ ' SHALL INCLUDE THE EMOVAL OF ANY INVASIVE DEAD OR DYING / SPECIES AND ANY CIES DEEMED DETRIMENTAL TO THE � ' � _ -' � / / / / / a � �''# PUBLIC'S HEALTH SAFETY. ADDITIONAL MAINTENANCE OR � � _ � / / / - J OTHER REMOVAL OF PECIES SHALL BE AT THE / / RECOMMENDATION A CERTIFIED VIRGINIA ARBORIST. I - , ' _ � / j ` l /, / / / +� / / ____1 / 1. - / / // / i / / / / I ► ( NOTE: / / / ,- / AS LOTS BECOME AILABLE TO THE MARKET, BUILDER SHAL.J, I I 1, I APPLY IN THE IND AL LANDSCAPE PACKAGES SEEDMK#3. -- I FINAL SEEDING L REPLACE THE TEMPORARY SEEDING � I / APPLIED AFTEfR GRADING ACTIVITIES. SEEISMAY BE __ _' I / / / / / 10* 1 SUBSTITUTED AT 8 DERS DISCRETION PROVIDED IRRIGATION � I / // / / \ 1 MEASURES ARE IN E FOR EACH LOT AND BE EQUAL TO A,T'A1LL / I FOR ALL SEED MIX 03 OTS1NERE I / / / / / FESCUE BLEND. ES Orli > / EXCLUDED FROM UIRED PLANT LIST PROVIDED ON � / r / / / / ii t / THIS SHEET; TYP. ,, - - �' ` - f / / / / / / / / \ \ �'' / I � 1 I // / / // / ` JI __1 J � �\ // / / + \\ - /� / / // / / \ \- ��/^ _\ I / % / / / / \ l9. ���- / / / / / _LOT 81 I I / / / / /// `� - -�� WESTERN RIDGE / / / / / / / _ -1� I / / / / / / / / �� COMMUNITY / / / / Z � • I� i \ /// / / // / i � I \ ///// / / / / / / ,NII" �/ - __111 \ / , / / /� LOT 80 \ /// / / / / / I -� -/./ / l / / / / / - -7" --- � - - � I /� / J / / 11 + � I / / I O I I / / / / / / / / LOT 59 � / / ,� _�._ - --- 11 / - J J / / \ 1 / / J \ \ \ / / //// % / // _ + / � �'4 \ \ \ I I I // ( / / / // LOT 58 / / / , / � \ I l' / / \/ / / 1 f%44% . / - \ \ / , / / / LOT 57 \ / Q / / / / / I O \ /C I. \ \ \ \ \ \\ / / / // / / �� ti \ / LO _ \ \ \ \ // /.- // / / * I / \ � \ \, / l Z, // / / \ / / \ > V I - 1 \ \ / / / / / // ( \ / I l \ 1 / // /// * I + + / � / I ,I / \ \ \ \ \-___/ / // // // /� I � I ` \ / r L'OT 5f3 v ` \ / // // // / I / /I \ / / / / I 1 I I / 1. v1.:�• I o \ / / / I -T \ / 7 \\ I // / / / / / / / 1 \\' / \ Ii / / \ - / / / . I \ \ I / \ / O / \ 1 / \ \ I J*i I I \ / / / � / /�I � ,C \ \ \\ \ \ / � ' J \ / I I I / I -rte 11 `,\ . \ \ \ / IV I I \ 1 I \ / / / // \ . \ \ I \ / \ I I 1 \ l / I -\ I I / / / \ \ I I 'a I I / I I \ / / / \ ` �� \ ^l / I I I / / \ \ I LOT I i / I \ I / 1 (� \ 1 / ? PPRO J \ I / I / o '� I \ I I / \ I / I I FE: 5 I I / 'w I I I I �S 111111 / / / i I \ I I / I I / 1 / I / I I I I I TE: I I � \� I / / / I F?OPL I k \ EE THIS SHIkET FOR THE / I / / OPLA�t SAVE 1 � I \ I EQUIRED PLIANT LIST I I I / / l P_,.,.I I O) � POSSIBLE; Q I / / // / // I 0) 11 / Tp p (TREE P�20TECfION O I I I I J \ F NEE ED I N I / / / / / / / ^1. S / /l I r q I O 1 LOT s3 I I I / / � /� /. : �/ / Il I �'\I\ I `� I I 1 / I f' / I '`�' / / r��, / / TREE RROTEC ON, TA / I I / V I TYP. I / / /// , /'L / / / �/ <� �1 "S' �. // // / fy � Q :. , :: // / 1 \\ \`______ �, _ // ► I / \\o is —------------------------------- / \ \ — — — — — — — — NOTE: \\\ \\ \\ \ \ AS LOIS E AVAILABLE TOME 1�AARKET, BUILDER SHALL / / \ \ \ \ \ \ APPLY IN IND LaW6SCAPE PACKAGES SEED MIX #3. / _ _ \ \ \ \ FINAL SEE HALL REPLACE THE TEMPORARY SEEDING — — — — — \ APPLIED MASS GRADING ACTIVITIES. SEED MAY BE SUBSTI Q AT BUILDERS DISCRETION PROVIDED IRRIGATION, MEASURES IN PLACE FOR EACH LOT AND BE EQUAL TG•AfALL D. QUANTITIES FOR ALL SEED MIX #3 QUI LOPS WERE EXCLUDED1 OM REQUIRED PLANT LIST PROVE ON / SHEET 30; 1 P. ! // NOTE: Aft-ST.BEA"LLFFER MITIGATIO ` \ \ \ \ \ CALCULATIONS SEE SHEET -3Z, LIMITS \ \ \ \ \ \ \ \ \ \ \ \ \ \ ! PRE -DEVELOP -MENS _STREAM BUFFER \ \ \ \ \ \ \ \ \ \ \ \ \ I I \ \ \\ \\ \ \\ \ \ I �- -_ \ \ \ \ \ \ \ \ \\ \ \ \ \\\ \ 11 \ \ \1-1 IN,\ \_7111111_ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 to \\ \\ \ \ \ \ \ \\ I \ \ \ \ \ \ \ \ \\ \\ \ \\ \\ \\ \ ` \\ \\ \ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \\ \ \ �\ \\ \ \\ \\ \ \\ \ NOTE: /• 315 -PV \ i — \\ POND 1 w I •76-RH \\ \ I w I •38 -SS i I \\\\ \ \\\ \\ \ \\ \ THE MOVEMENT OF HEAVY IN �\ \ \ \ \ \ \ UIPMENT AND THE STORAGE 1 \ \ \ \ \ \ \ \ \ \ C ALL MATERIALS OUTSIDE THEtIMITS OF CONSTRUCTION \ \ \ \ \ \ \ \ \ \ \ ARE PROHHI I D. FOR TREE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PROTECTION URES SEE \\ \ \ 1 \ ?n \ \ \\ \\ \ \\ \\ \\ \\ \ \ \ \\ \ SHEETS 27-32AND3 FQ�t \ x:204 -LC '�% '\ J/ //------ \\\_= `^/ -.�\1 \1 \ ` \\ \\ \\ \\\ \\\ \\\ \ \\\ \\\ \\\ \ \\\\ \\ \\\ \ LOCATION AND DETAILS /Z 187 -NL / — ' \ PRESERVED TREES; TYP. \ \ l \ \ \ \ \ \ \ \ \ \ \ \ \ \ •35-95' / NOSE------- \_—_ \ \ \\ \ \ \ \ \ / / V f *95 -SS / / SEE SHEET 30 FOR THE 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / • 145 -IV �� � + � � REQUIRED PLANT LIST \ \ 000 �-' 7 = — _ _ — / \ \ \ (\ \ \ \ \ \ \ \ \ \ \ \ \ -RRESER D �2EES; TYPE \ \ \ \ \ \ \ \ \ \ \ - dA BENCH — \ \ \ \ \ \ \ \ \ \ \ �\ \ \� \\ \ 1 \\ \ \\ \\ \\ \\ \ \\\ \\ \\\ \\\\ \ \\\ \\\ \\\\ --- — � 3 -AA•/ _--_-- \ " 1 -AR • �/ / ----- -- " -7-1-CR �•" " D F()R O + • / S IS SH ET�IJSEFF-SITE ------- + - � " P -: _ -' " L�S�AP� NCE ONLY. + + , # " " " TREE 15qT.E6TI6N, TYP.— i / i ---- �--- _\ " \` \ \\ \ \ \ \ \\ \\ \\ IN \ \ \ \\ \ \ \\ \ \\ \\ \ \\ \ \\ \\ \\ \ \\ \\\ \\ \\ \\ \ \\ \\ \ \ \\ \\ \ \\ \ \ \\ \ \ \ \ \ \\ \ / 4-CO0 / / ---- \ \\ \ \ \ \ \ \ \ \ N 08004,28 yAl w 2 PROJECT) MATCHLINE SERA ET --28 (EQUALS PROP R_TY L NE) _\ \ `\ `\ \ AML imp ------ N09°07'20"E 844.82' PLAT —�- — — —_ i #— _------- — T T --- T----- ----- ---------- — --------- — ----------- \ T - -- - // — S --- S _—_ S S S S_.-'��_ � OT 77 \ _—+ _ 30 LOT 75 ---------- — / \ \ LOT 70 / I / LOT 71 / ' tbT 72 —------------- LOT24-----/ ----— ------ — ------____—LOT 68 \ —L4fTr----------- -- ------ — ---- / ' 38 28 I 38 ' _ _ LOQ 44/ - - -- - \ II \ w w w w w w w \\ - I yy Gv w ONE logIFI I 11 ►�r�rrr�'' � a� •a10a�ral� / � ��. Ic"�e, / I � / . I / /Pl no J / T EllDx IIDXA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M rqm. reserved. No W of u» maWW prm W l- by ft ooPirdgM (Plex, Ideas, deelpm, socims or dWft expressed on #we p**) may be reproduced, looped or uWzod In any form or by any meas, deoWft or medmkol, ftkOV plrob MIN, , or by am other nwnt of rehleval webm wWout wrflMn Peerrinlon from Terra Concepts, P.C. AW, d plans may not be ao@ ad to a f" PwV wNhout fkat wrltOm auBrorizatlon of Terra Conapb, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 42 " / / / / / I I T EllDx IIDXA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS M rqm. reserved. No W of u» maWW prm W l- by ft ooPirdgM (Plex, Ideas, deelpm, socims or dWft expressed on #we p**) may be reproduced, looped or uWzod In any form or by any meas, deoWft or medmkol, ftkOV plrob MIN, , or by am other nwnt of rehleval webm wWout wrflMn Peerrinlon from Terra Concepts, P.C. AW, d plans may not be ao@ ad to a f" PwV wNhout fkat wrltOm auBrorizatlon of Terra Conapb, P.C. 0 TERRA CONCEPTS, P.C. SHEET OF 42 CONSERVATION PLAN CHECKLIST (HANDBOOK, PP III -284 -111-297 FOR COMPLETE SPECIFICATIONS) 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: TREES TO BE SAVED; LIMITS OF CLEARING (OUTSIDED DRIP LINE OF TREES TO BE SAVED); LOCATIONS AND TYPE OF PROTECTIVE FENCING; GRADE CHANGES REQUIRING TREE WELLS OR WALLS; PROPOSED TRENCHING OR TUNNELING BEYOND THE LIMITS OF CLEARING; 2. MARKINGS: ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARING VISIBLE TO EQUIPMENT OPERATORS. NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 3. PRE -CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. 4. EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OR CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLINES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: FIRES ARE NOT PERMITTED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC MATERIALS: TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 8. PROTECTIVE FENCING: TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE PROTECTED BY FENCING. FENCING SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONSTRUCTION. 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE OF A TREE TO BE SAVED. A TREE WELL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP. 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. NOTE: IT IS THE DEVELOPERS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. Volt G).- 11 7 $ •1•D� OWNE 'S SIGNATURE DATE CONTRACT PURCHASER SIGNATURE DATE COUNTY CALCULATIONS TREE CANOPY (REQUIRED BY ZONING): A. REQUIRED: Acres Site Acreage: 20.52 Farmland Credit: 0.000 Recreational Credit: 0.000 Open Space Credit: 5.631 Public Land Credit: 0.000 School Recreational Areas Credit: 0.000 Open Space Amenity Credit: 1.429 Preservation Credit: 0.000 Agent Approved Credit: 0.000 Basis for Canopy: 13.46 Equation: Site Acreage - Credits (Open Space plus Preserved Area) = Basis for Canopy Al. Basis for Canopy 13.46 Min. Tree Canopy Requirement: 20% (see Section 32.7.9.9.b) Total: 2.692 Equation: Basis for Canopy X Minimum Tree Canopy Requirement for project = Total B. PROVIDED: Acres Preserved Area: 5.631 Bonus Factor 1.25 Total: 7.039 Equation: Preserved Area X Bonus Factor = Total C. BALANCE: Acres Tree Canopy Required (Al): 2.692 Tree Canopy Preserved (B): 7.039 Additional Canopy Required: -4.347 Note: If Additional Canopy Required is negative then NO additional tree canopy is required. If Additional Canopy Required is positive then additional tree canopy is required. Equation: Tree Canopy Required - Tree Canopy Preserved = Additional Canopy Required (If Needed) Open Space and Preserved Area are one in the same for this project. ADDITIONAL REQUIREMENTS: 5% of Paved Area: Paved Areas: 95,795.60 sf (2.20 Ac) Required: 4,789.78 sf (.11 Ac) / 50 sf = 96 Proposed: 161 Trees + all shrubs adjacent to travelways and parking areas (total +/- 200) Screening: As Shown on plans via evergreen plantings. Stream Buffer Plantings: Total Pre -Development Area = 115,480.95 sf (2.65 Ac) Total Post- Development Area = 108,634.41 sf (2.49 Ac) Road Crossing Impact = 19,226.40 sf (.44 Ac) Equation: Impacts) / 400 sf (19,226 / 400) = 48 units Muldply units above by the number of plants outlined in Appendix D of the Riparian Buffer Modificatlon 8 Mitigation Guidance Manual issued by the Department of Conservation and Recreation. For this particular project we used Table A to determine the replacrnent values. Required: In all cases, the quanity below is based on every 400 sf of the required units above. (1) Canopy Trees at 1.5-2" Caliper or Large Evergreens Q 6' Ht. (2) Understory Trees at 3/4" -1.5" Caliper pr Large Evergreens a 4' Ht. (3) Small Shrubs or Woody Groundcover at 15-18" Ht. Provided: See Plant List on Sheet 30 for quantities. Total quantities shown were approved by Ms. Tamara Ambler on 12/22/05. Wetland Plantings: A Nationwide 18 Permit (04-1-10278) was granted by the U.S. Corp of Engineers on 12-28-04 for impacts up to Yio of an acre. We are impacting 423.34 sf (.01 Ac); therefore, no replacment plantings are required. C / \WE*TERN\ RIDGE CO(1AMUI�IITY1\ I I / \ _ \ \ \ / () / 11 / / ( I \ \\ \\ ��\\\ NOTE' AS LOTS BECOME AVAILABLE TO TPIEMARKET, BUILDER SHALL \ \ _ - - - - _ APPLY IN THE INDIVIDUAL LANDSCAPE PACKA-`0ES13fsEQ.MIX #b3. FINAEM3ING W& EP THE TEMPORARY SEEDING - \ APPLIED AFTER MASS bMkD`lN6 S- SEED MAY BE ` _ SUBSTITUTED AT BUILDERS DISCRETI ED IRRIGATION \ \ / / / , \ \ - - _ _ _ _ MEASURES ARE IN PLACE FOR EACH LOT AND BE Etl 0 A TALL \ FESCUE IKEND-. QUANTITIES FOR ALL SEED MIX #3 ON LOT RE EXCLUDED FROM REQUIREITPbkNT- ISI PPeVIDED ON \ ` LMT -TS OE SHEET 30; TYP. - \ PRE -DEVELOPMENT- _ _- _ _ _STREAM BUFFER 608 _ PRESERVED TREES; TYP.- / �/ - / / /' �///�/�/'/ /// / ' / / /' / \ ` - ��• � �, `------- - __ NOTE: / HEEI 30 FOR THE REQUIREDPLANT1lST-- \V1,7 � I T IN- _ ...........\ ► 1 / ..... .. / r / i \ i PRES�ED TREES; TYP. '� \ \ I , •. IJ/ / / \ �;• / •\ � .�__.►� _ ` \ \ �� \ 08004#21 O t � >f1 rr� 1 I� �� 2' -,P-BF.SERVED TREES;`rfP• \ \ [ � W 044 4 01 C 1:. 1 - / r `vATCHL SSE , � � v , 1, :'. VE Q -UA"- I? / ''•••- - _ _ ,. - � _ \ � . \ ., :: \� • ' ,.. ISA ' � � . • � l # 1 � . O iW.i • - \ �t . ,� ...,111 c Its � �- ..•� �' � �� 'tr; � � , � � �'• �:':���;:,. �.�� _. .�•.- � '�•r �o ►ice . - ,, •- �,'� -.li � �, � ,�.;,.,0>� �,� , ,_,,,:,. � b � .�0 Iwo ` ���I. • • '. .IWIF 1;'.1,1.,' TE'XD\ 6 IXDXA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of ft m@*W Prolscf- by +his oopyt m (puns, ideas, d«iprn, secWne or dwrs exvreseed on theee plans) may be p Mum , cherVed or uwaxid in any t m or by any racers, 61*0 of or mechonical, Wwknding WftWAV, •canning, or by my other means of retrievM system w*W wrllMn Pern Dion from Terra Concepts, P.C. Also, to" plana may not be assigned to a thkd Psr'1y wNhout Met wrNssn arnthorbmtion of Tem Conapts, P.C. 0 TERRA CONCEPTS, P.C. 1. IN AREAS SCHEDULED FOR NEW LANDSCAPE INSTALLATIONS WHERE PRIOR GRADING ACTIVITIES HAVE NOT RESULTED IN CLEARING AND GRUBING OF EXISTING VEGETATION, THE CONTRACTOR SHALL CLEAR AND GRUB ALL WEEDS, DEAD PLANTS, TREES, 1" -CALIPER OR LESS AND ALL OTHER PLANT MATERIAL, SAVE AND EXCEPT THOSE SPECIMENS OR GROUPINGS SPECIFICALLY SELECTED IN THE FIELD BY THE LANDSCAPE ARCHITECT FOR PRESERVATION. 2. CONTRACTOR TO VERIFY ALL QUANTITIES BETWEEN PLANS AND PLANT LIST AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT IMMEDIATELY AND ANY PLANT SUBSTITUTIONS OR CHANGES MUST BE SUBMITTED IN WRITTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO ORDERING. 3. PRIOR TO ORDERING AND INSTALLATION A PRE -CONSTRUCTION MEETING SHALL BE HELD BETWEEN THE LANDSCAPE ARCHITECT, OWNER AND LANDSCAPE CONTRACTOR. LANDSCAPE CONTRACTOR TO SCHEDULE MEETING. 4. STABLIZATION MAT SHALL BE APPLIED TO ALL SLOPES EXCEEDING 3:1. ANY PLANTINGS ON STABILIZIED SLOPES SHALL BE CUT INTO MATTING OR OTHERWISE INSTALLED IN A MANNER THAT DOES NOT COMPROMISE THE INTEGRITY OF THE SLOPE. 5. ALL SPECIES SPECIFIED GREATER THAN ONE (1) IN QUANTITY SHALL BE ORDERED FROM A SINGLE SOURCE UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 6. CONTACT LANDSCAPE ARCHITECT AT THE TIME THE PLANT MATERIAL IS DELIVERED TO THE SITE TO SCHEDULE AN INSPECTION. LANDSCAPE ARCHITECT SHALL INSPECT AND APPROVE ALL PLANT MATERIAL AT TIME OF DELIVERY, AS WELL AS AFTER INITIAL PLACEMENT OF PRIOR TO INSTALLATION. ALL INSTALLATIONS TO OCCUR FOLLOWING FINAL GRADING OF SITE. IF SCHEDULE PLANT QUANTITIES REQUIRE MULITPLE DELIVERIES, CONTRACTOR SHALL ARRANGE TO HAVE SIMILAR GROUPINGS, AREAS DELIVERED AT THE SAME TIME IN ORDER THAT PLACEMENT AND INSTALLATION OF DESIGN CAN OCCUR TOGETHER. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF SCHEDULE AT LEAST 2 WEEKS IN ADVANCE. 7. AFTER INITIAL PLACEMENT OF PLANT MATERIAL BY THE CONTRACTOR THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REEVALUATE AND ADJUST, IF NECESSARY. 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING, ETC.) OF PLANTING AREAS & LAWNS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE LANDSCAPE ARCHITECT AND THE OWNER. CONTRACTOR TO PRUNE ALL PLANT MATERIAL PRIOR TO SUBSTANTIAL COMPLETION IN A FASHION THAT RESEMBLES EACH SPECIES NATURAL SHAPE UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION. THE LANDSCAPE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD (AS DIRECTED BY THE OWNER). THE LANDSCAPE ARCHITECT WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR TO INSTALLATION. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE & REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS. THE LANDSCAPE ARCHITECT MAY AT HIS/HER DISCRETION AND ONLY UNDER UNIQUE CIRCUMSTANACES WILL ACCEPT SUBSTITUTIONS UPON WRITTEN NOTICE BY THE LANDSCAPE CONTRACTOR STATING THE REASONS FOR WHICH THE SUBSTITUTION SHOULD BE CONSIDERED AND GRANTED. 10. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. ANY BARE ROOT STOCK SHALL BE SOAKED IN LIQUID ROOT STIMULUS SOLUTION FOR ONE-HALF HOUR AT DOUBLE STRENGTH AND GENTLY PRUNED PRIOR TO PLANTING TO ENCOURAGE NEW ROOT GROWTH. 11. STANDARDS SET FORTH IN 'AMERICAN STANDARDS FOR NURSERY STOCK' REPRESENT GUIDELINE SPECIFICATIONS AND CONSTITUTE MINIMUM QUALITY REQUIREMENTS OF THE PLANT MATERIAL FOR THIS PROJECT. 12. SOD AND SEED SHALL BE A TALL FESCUE BLEND. NOTIFY LANDSCAPE ARCHITECT OF MIXTURE PRIOR TO ORDERING FOR APPROVAL. 13. MULCH SHALL BE PLACED IN PLANTERS, PLANTING BEDS AND AROUND ALL INDIVIDUAL PLANTS NOT LOCATED IN PLANTING BEDS. MULCH SHALL BE DOUBLE SHREDDED DAR HARDWOOD AND APPLIED 2 -INCHES (7) IN DEPTH BY THE LANDSCAPE CONTRACTOR UNLESS OTHERWISE NOTED ON THE DRAWINGS. MULCH RINGS AROUND INDIVIDUAL TREES SHALL BE A MINIMUM OF 36 -INCHES (36") IN DIAMETER. 14. THE LANDSCAPE CONTRACTOR SHALL CLEAR ADN GRUB ALL WEEDS, DEAD TREES, TREES 1 -INCH (1") CALIPER OR LESS AND OTHER SELECTED UP TO 6 -INCH (6") CALIPER AS DETERMINED IN THE FIELD BY THE LANDSCAPE ARCHITECT IN THE TREE SAVE/PRESERVATION AREAS INDICATED ON THE DRAWINGS. 2-3 INCHES OF THE SPECIFIED MULCH SHALL BE SPREAD OVER THE ENTIRE CLEARED AREA OR TO THE LIMITS DESIGNATED BY THE LANDSCAPE ARCHITECT IN THE FIELD SO THAT A "NATURAL AND UNDISTURBED" CHARACTER IS REESTABLISHED. LANDSCAPE CONTRACTOR SHALL NOTIFY AND VERIFY SCOPE OF WORK WITH THE LANDSCAPE ARCHITECT PRIOR TO START OF CLEAN AND MULCH WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS FROM CLEAN-UP EFFORTS FROM THE SITE. 15. IRRIGATION DESIGN AND IMPLEMENTATION SHALL BE AT THE OWNER'S REQUEST. ANY CONTROL BOXES SHALL BE PLACED DISCREETLY AND OUT OF GENERAL SIGHT OF THE PUBLIC. CONTRACTOR TO DISCUSS POSSIBLE LOCATIONS WITH LANDSCAPE ARCHITECT PRIOR TO DESIGN AND INSTALLATION. A 1 GENERAL LANDSCAPE NOTES 33) 1. NO CONSTRUCTION EQUIPMENT OR STORAGE SHALL OCCUR WITHIN DRIPLINE OF EXISTING TREES. PRIOR TO MOBILIZATION CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO DISCUSS TREE PROTECTION EFFORTS. ALL TREE PROTECTION MEASURES SHALL BE APPROVED BY LA AND TREE ARBORIST BEFORE ANY CONSTRUCTION ACTIVITIES SHALL TAKE PLACE ON-SITE. CONTRACTOR TO MONITOR TREES FOR STRESS AND / OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF ANY OCCURANCE. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT AND TREE ARBORIST 48 -HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITY NEEDED WITHIN ANY TREE PROTECTION MEASURE. ALL TREE PROTECTION MEASURES SHALL BE REPLACED IN ORIGINAL LOCATION ONCE WORK HAS BEEN COMPLETED. NO WORK SHALL BE DONE WITHIN DRIPLINE OF EXISTING TREES UNLESS APPROVED BY TREE ARBORIST AND LANDSCAPE ARCHITECT PRIOR. 3. ALL WORK TO BE PERFORMED BY THE CONTRACTOR WITHIN THE DRIPLINE OF ANY EXISTING TREE OR TREE PROTECTION AREA SHALL BE DONE IN A MANNER SENSITIVE TO ENSURING NO DAMAGE WILL BE DONE TO THE EXISTING TREES. THE PREFERRED METHOD FOR GRADING SMALL AREAS WITHIN THE DRIPLINE SHALL BE DONE BY HAND. LARGER AREAS TO BE GRADED MAY BE DONE WITH A SMAL BOBCAT / TRACT -HOE. CONTRACTOR TO DISCUSS METHODS OF GRADING WORK WITH LANDSCAPE ARCHITECT AND TREE ARBORIST PRIOR TO COMMENCING ANY SUCH WORK WITHIN DESIGNATED TREE PROTECTION AREAS OR WITHIN EXISTING DRIPLINES. B 1 TREE PROTECTION NOTES 33% PLANTING SOIL MIX: 1. THE LANDSCAPE CONTRACTOR SHALL FURINISH ALL TOPSOIL AND PLANTING SOIL MIX. MATERIAL SUBSTITUTES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REFER TO SECTION 02923 OR BELOW FOR TOPSOIL REQUIREMENTS. 2. THE TYPICAL PLANTING SOIL MIX FOR ON -GRADE PLANTINGS (TREES, SHRUBS, EVERGREENS AND GROUNDCOVERS) SHALL CONSIST OF THE FOLLOWING UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. 60% TOPSOIL (CLEAN, LOOSE MATERIAL FROM ON-SITE STOCKPILE OR APPROVED IMPORT SITE) 40% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): 2 PARTS HUMUS AND/OR PEAT 1 PART STERILIZED COMPOSTED COW MANURE 1 PART SHREDDED PINE BARK (OR EQUAL) COMMERCIAL FERTILIZER (AS RECOMMENDED IN SOIL REPORT) LIME (AS RECOMMENDED IN SOIL REPORT) C1 PLANTING SOIL MIX NOTES 33 � GENERAL MOTU: 1. SEE SPECIFICATIONS FOR DRAINAGE TEST REQUIREMENTS PRIOR TO PLANTINGS (SECTION 02900)• IF NO SPECIFICATIONS ARE AVAILABLE CONSULT LANDSCAPE ARCHITECT. 2. DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 3. IMMEDIATELY SOAK WITH WATER. 4. DO NOT BREAK ROOTBALL. 5. NOTIFY LANDSCAPE ARCHITECT OF ANY SITUATIONS WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE OR WHERE CONDITIONS RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WARRANTY. S. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE CAUSED BY OR INCURRED DURING INSTALLATION. 7. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS ANDIOR SPECIFICATIONS. PLANTING NOTES: 1. EXCAVATE ROOTBALL PIT. 2. ADD EXCAVATED SOIL & TAIL. SET TREE SO THAT TOP OF ROOTBALL IS 2-3" HIGHER THAN FINISHED GRADE. 3. BACKFILL WITH SPECIFIED SOIL MIX AND WATER IN THROUGHLY. 4. FINISH BACKFILLING, CONSTRUCT PIT ON LOWER SIDE (BY TRENCHING) AND ADD MULCH. 5. STAKE AND GUY SECURELY ACCORDING TO STAKING OPTIONS. LANDSCAPSOIL AREA TO A MININUM DEPTH OF 12"; TYP. 12" 2 -3" - UNDER THE SUPERVISION OF TIH DSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANgSE MULCH LAYER MULCH LAYER- LE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WAR(2AN (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. FINISHED GRADE THAN 3" TAPERING UP TO VAT TREE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND S URED TO THE PLANT IN RUBBER HOSE (OR EQUAL). COLLAR. BLEND WITH TO EXISTI GRADE SAME AS BELOW MULCH LAYER (AS SPECIFIED) FINISHED GRADE PLANTING SOIL MIX (AS SPECIFIED) EDGE OF LANDSCAPE AR ,PAVEMENT EDGE OR BACK OF CURB --� IN A CULTNATED AND MULCHED PLANTING AREA REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF TIH DSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANgSE MULCH LAYER MULCH LAYER- LE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WAR(2AN (AS SPECIFIED) BEGIN AT PIT LIMITS AND ADD NO MORE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. FINISHED GRADE THAN 3" TAPERING UP TO VAT TREE LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND S URED TO THE PLANT IN RUBBER HOSE (OR EQUAL). COLLAR. BLEND WITH TO EXISTI GRADE PLANTING SOIL MIX AS NECESSARY AT OUTER PIT EDGE rr (AS SPECIFIED) r r TORAVATLPTOFOMROOTBALI SPACING N 12" 2-3" r r DOWNHILL SIDE OF FINISHED GRADE PLANTING AREA PLANTING SOIL MIX `""' '` ;'. TRENCH EDGE EMQ�E Tpp }� p� ��qp ARDOR '• ``' is `'' FAR? I ENTIRE AREA EN BE ALL NON-BIg O�EGRADABLE PACKAGING AFTER FINAL q ��' �tr ;':x� MULCHED PLACEMENT OF ROOTBALL io SCARIFY BASE OF PIT. BREAK THROUGH AND LOOSEN ALL HARDPAN ((REMOVE AS RETURN EXCAVATED �pIL NECESSARYTO FACILITATE AS NEEDED AND COMPACT PROPER DRAINAGE ON A SLOPE LIGHTLY TO BRING PIT BACK TO FINISHED GRADE. D ROOTBALL PITS PREVENT TREE FROM SETTLING IN FUTURE X33 SECTION L-001 N.T.S. NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. SEE DETAIL FOI SUITABLE TREE OPTIONS/ C 33 TRENCH EDGE ENTIRE AREA T MULCHED REFER TO TREL D ROOTBALL PIT DETAIL 33 G \TREE PLANTING 33,/ SECTION, PLAN .CH LAYER NOTES: 1. SET TREE PLUMB PRIOR TO STAKIh 2. GRADES NOT TO EXCEED 3:1 SCOP OPTION 2: DIAGONAL STAKING (FOR EVERGREENS ONLY) (1) STAKE & GUY PER TREE. 3. ALL PRUNING IS RESTRICTED REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF TIH DSCAPE ARCHITECT. 4. CONTRACTOR TO NOTIFY LANgSE ARCHITECT OR ANY SITUATION WHERE SITE CONDITIONS OR SOIL CHARACTERISTICS ARE NOT ACRE LE TO THESE PLANTINGS CRITERIA OR RAISE CONCERNS IN TERMS OF PLANT SURVIVABILITY OR WAR(2AN . 5. CONTRACTOR TO NOTIFY LANDS ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR INCURRED DURING PLANT INSTALLATION. r 6. ALL STAKING TO BE PLACED 041TSI LIMITS OF TREE PIT. 7. ALL GUYING TO BE ENCASED AND S URED TO THE PLANT IN RUBBER HOSE (OR EQUAL). OPTION 1: VERTICAL STAKING (2) STAKES & GUYING PER TREE. SET STAKES 180° AROUND THE TREE. SET GUYING A MININUM OF X THE HEIGHT OF TREE AND ABOVE THE LOWEST BRANCHES GUY VW" -- STAKE RUBBE,... _ OPTION 3: GUY WIRE STAKING RES TO BE PULLED T UT WITH GALV. #14 GA. SOILD TURNBUCKLE (OR EQUAL) AND SECURED TO GROUND BY (3} 18" MIN. 30° Tvo LENGTH TREE STAKES SET BELOW GRADE. SET STAKE & GUYING PER PLAN VIEW MULCH LAYER ROOTBALL E 1 TREE STA�I�G OPTIONS 33 SECTION, PLAN 1. LENGTH OF WOOD STAKES VARIES lwArfiTH HEIGHT OF TREE. EACH STAKE TO DRIVEN (30" MIN.) INTO SLOPE AT LE INDICATED. 2. GRADES NOT TO EXCEED 2:1. 3. TRENCH ALL EDGES OF PLANTING D. FINISHED -� GRADE TREE (AS SPECIFIED ON DWGS.) 'SPACING TYP. TYP. �4; TYPICA TAK1N 1. (1) 2X2 WOODEN STAKE OR 04 REPER TREE 2. SET TREE PLUMB PRIOR TO STAKI 3. SECURE STAKE TO TREE TRUNK WI 12 GA. GALV. WIRE & RUBBER HOSE (ORE AL) AT MIN. OF Y2 TREE HEIGHT 4. STAKING TO BE CONSISTENT ALONG ALL ROWS AND WITH TYPICAL STA14JNG CIETAIL 5. SET UPHILL EDGE OF ROOTBALL (FCOR SLOPE TIVATED SOIL PLANTINGS ONLY) L-004 N.T.S. H MASS P 33 SECTION 45' REFER TO-- D ROOTBALL DETAIL 33 CULTIVATED SOIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE PLANT SOIL MIX (AS SPECIFIED ON DWGS.) MULCH (AS SPECIFIED ON DWGS.) r TREE NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3. ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT. 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS. STAKES ON "HIGH" - SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /c1 FINISHED GRADE J REFER TO TREE D ROOTBALL PIT DETAIL 33 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA F 1 TREE PLANTING ON SLOPES N.T.S. �3 3� SECTION, PLAN 12" ROW SPACING UNLESS OTHERWISE AS SPECIFIED NOTED CROWN BED 2-3''; o a TOP OF ROOTBALL TO BE A MIN. OF 2" ABOVE FINISHED GRADE I 1 MULCH FINISHED GRADE 221/2 °../ ..DIRECTION OF SLOPEz O PLAN CL cam_ LAYER -TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION L-003 N.T.S. ROW UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE s SPACING TOP OF ROOTBALL TO BE A r r MIN. OF 2" ABOVE FINISHED <_-GALV. r r MULCH r FINISHED GRADE r r r rr r r O.C. SPACING r r r ROOTBALL r BED WIDTH PLAN UNDISTURBED SUBGRADE CULTIVATE SOIL WITH ROTO -TILLER TO A MIN. DEPTH OF 12"; BREAK TRHOUGH HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE s CROWN BED 2-3'; ---- TOP OF ROOTBALL TO BE A STAKE MIN. OF 2" ABOVE FINISHED <_-GALV. GRADE WIRE MULCH HOSE FINISHED GRADE STAKING ENLARGEMENT G AND STAKING ON SLOPE L-007 N.T.S. 12" UNLESS OTHERWISE NOTED 12" TYP PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE A MIN. OF 4" LAYER OF PLANTING SOIL MIX INTO BED; PROVIDE V OF CROWN FOR EVERY FOOT OF BED WIDTH. Nit O.C. SPACING r r ROOTBALL rr BED WIDTH PLAN UNDISTURBED SUBGRADE `-- PLANTING SOIL MIX (AS SPECIFIED); CULTIVATE SOIL WITH ROTO -TILLER TO �// CULTIVATE A MIN. OF 4" LAYER OF A MIN. DEPTH OF 12"; BREAK TRHOUGH PLANTING SOIL MIX INTO BED HARDPAN AND REMOVE TO PROVIDE GOOD DRAINAGE SECTION I SHRUB PLANTING (SINGLE & DOUBLE ROWS) 33SECTION, PLAN L-005 N.T.S. T RRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434.295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rghterenrved. No part a the maMrial protscfsd by ttAe copyright (per, ideas, mss, sectiom or detsk expressed on these plain) may be mpro&uced, changed or utilized in any form or by any means, sleobarlc or msdw*W, ftk4Mp phobcopying, scanning, or by any other msam of retrieval sysi m without wMm pwff*W n tram Tena Concepts, P.C. Alio, these pi m may not be assigned to a Oft party wltiwut first written mawrizatlon a Terra Concepts, P.C. O TERRA CONCEPTS, P.C. ERRA TES' #3 REBAR IN NOSE; 2" CLEAR, TYP. NOTES: CONCEPTS, P.C. RESERVES THE RIGHT TOA BRICK. 1. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLAS A4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL ALL TREADS SHALL HAVE A POSITIVE V 1ASH T e WOTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL' OTHER TYPES OF MATERIAL WITH THE CIVIL ENGINEERS SEE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGIMER NOTMO 2 THE DETECTABLE WAIRNMNG 04ALL84 PROVIDED BY TRUNCATED DOMES. TRUNCATED DOMES TO BE STAMPED IF CAST -IN-PLACE OR VARIES► SEB PLAN 12 PRECAST IN TOP SURFACE. THE COLOR OF THE DETECTABLE WARNING SECTION SMALL BE A CONTRASTING COLOR WITH THE ADJACENT LANDSCAPE ARCHITECTS XPANSION JOINT " 8UIRFACE8 (ADJACENT SURFACES INCLUDES FLARED SIDES) OR FEDERAL SAFETY YELLOW 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4" FOR ACTUAL RISER TYP. °: "`: x- x V EXp_ANSION JOINT 3• S•� SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 2" R 3� 4000 PSI IF PRECAST EQUAL TO WIDTH OF SIDEWALK' TYP. HT. ANDS STAIRS �; `�% WITH "RECESSED "�" REQUIRED SAM. 224 COURTS SQUARE " •'' L ` BACKER ROD AT TOP 4. IF RAMP FLOOR IB PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACELill Q 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG ° N2" RAD. ' •. ; j ', AND BOTTOM OF STAIR AFTER PLACEMENT OF PRECAST RAMP FLOOR PRECAST CONCRETE SMALL BE Cuss A4. CHARLOTTESVILLE, VIRGINIA 22902 5. REQUIRED BARB ARE TO BE NO.6 X 6" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH EPTH OF RAFLOOR PH. 434-295-4005 FAX 434-295-2103 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 6" FOR NOISE; r 4 ' ' *: '' , �� SET; CONT., TYP. MINIMUM CONCRETE COVER 1* 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3 NP' , (1'J" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) SEE SURFACE SEE C • � •��; gid' .c �,�•,��� 4" SCHEDULE 40 PVC TO 6• CURB/CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB/CURB AND GUTTER. va BE EMBEDDED AT TOP 7, CURB RAMPS AM TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER THEY ARE TO BE PROVIDED AT INTERSECTIONS IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE NOTE 4 " AND BOTTOM OF EACH W HEIREM AN ACCESSWE ROUTE WITHIN THE IRIDIN OF WAY OF A HKIH WAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. .. • ' ' " . �'`' 18 EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT STAIR FOR FUTURE BY THE 80INEER, AAO SHOULD NOT BE LOCATED BEHIND V841ME STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN CONDUIT USE ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS . INCREASE IN DEPTH. --><-x'--x ax OF A FACE Tf TIMI CAN BE MPROACHED, ENTERED AN USED BY PEDESTRIANS. • 3000 PSI CONCRETE AT 28 DAYS, 6. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING 18 PLACED WITHIN THE LIMITS OF THE CROSSWALK 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED SUAIR-ENTRAINED ND c Z�>t s �, n ° y N ATHAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 18 PERPENDICULAR TO THE CURB. BBASE a �:. 9. TYPICAL CONCRETE BIDEWALJK IS 4' THICK WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY IS 40 MPH OR LESS ON RURAL D URS AYS AND " 1 „ TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO T 45 MPH OR LESS IN DEVELOPED URBMI AND w � ' • ; � � : ' " X 6" W �o WWF OR II14 REBAR (� 12 O.C. SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE rn •:L (VERT) AND 03 a IS UC. (HORI2) W/ 2" MIN. EXCEEDED STANDARD CG -3 IS REQUIRED. COVER OMPACTED VDOT 021A STONE BASE, 8" MIN. PERMISSIBLcUC7TOHf� r 5 DOWELS, e" LONG 5% COMPACTED SUBGRADE JOINT--\ 4'-0" B 12" C -C M 4' CURB "SCHEDULE 40 PVC TO BE EMBEDDED AT TANGENT PLAN 5, 5' 1 K`A_� 6" V RB ` TOP AND BOTTOM OF EACH STAIR FOR a 10: A W SQUARE LANDING ALTERATIONS 2 SMOOTH TROWELED EDGE; FUTURE CONDUIT USE e MAX BoursloE ONTRACTION JOINT OPTIONAL D CONCRET TEPSAREA 21 TRAVELWAY SMALL 34 SECTION OF N.T.S. 34 BEPROVIDEDwmm SECTION H-013 TRUNCATED DOMES N'T'$'\L__cURBING B SCORED BROOM FINISH; TYP. N.T.S. -q CROSSWALK =� 34 PLAN OFRTRA EL ALAR TO DIRECTION Y 814" 4'-(" U i BACK OF CU 12:1 MAX. :1 MAX. CROSSVALK aj NOTES„ O HOLE 20:1 K.� _ (� I) 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. FULL THICKNESS c DIAGONAL VARIATION TY Ic RS CECEP TION NT 40 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, A" DEEP CONTRACTION/SCORE "EXPANSION JOINT W/ Yz" RECESSED SECTION A -A 4000 PSI IF PRECAST. 4" JOINT, SPACED EVERY 5' O.C.; TYP. 2 4" 2" �MIN� TYPICAL PLACEMENT WITHIN CROSSWALK (� V BACKER ROD AND CAULK, SPACED PERMISSIBLE AT INTERSECTION (WITH BUFFER STRIP) 3. COMBINATION CURB IL GUTTER HAVING A RADIUS EVERY 25 MIN O.C.' TYP. CONSTRUCTION WITHIN CROSSWALK (MIN) JOINT DIAGONAL ALAR) AP 6'-O" 2- I�3 REBAR TYPE A (PERPENDICULAR) APPLICATION OF 300 FEET ID LESS (ALONG FACE I CURB) 1300 PSI CONCRETE AT 28 2« SHALL BE PAID FOR AS RADIAL COMBINATION . D THIS DESIGN TO BE USED FOR THAT INCORPORATES I'1 . CURB 3 GUTTER. DAYS, AIR -ENTRAINED SECTION B -B WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB hal B ,�" o 0 4" « R ":1' �- _ ' 5 +�" RAMP. MINMNJM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION *4 P-4 4. FOR USE WITH STABILIZED OPEN -GRADED • • •'• °' � DRAINAGE LAYER, THE BOTTOM OF THE CURB 1'-1" � � � "°- X �'`Y �' X•=•+ -'X -+- X �- X �- k��, X •-'�f(•' . rl'X'- M 3 +�" 6 FEET FOR ALTERATIONS. � ^ r AND GUTTER St&L BE CONSTRUCTED PARALLEL 7" : ' - : �;;: ' 12" 6„ X 6„ W1.4 X W1.4 W/ 2„ TOP VIEW TO THE SLOPE OF SUBBASE COURSES a '.t` o,:.?'.. • :. r: J'•_q 2' C -C UNCATED DOME AND TO THE DEPTH OF PAVEMENT. ; MIN. COVER D 11 O O 0 0 0 0 0 0 0 0 0 5. THIS CURB MAY BE USED WHEN DESIGN SPEED" 0 "A! 8 y" o o } ^ O -COMPACTED VDOT *21A STONE ' A o 0 0 0 0 0 0 0 0 0 0 0 0 o i�N U IS 40 MPH OR LESS DE RURAL HIGHWAYS AND " C� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ALL DETECTABLE 45 MPH OR LESS IN DEVELOPED URBAN Ni SUBURBAN « BASE „„ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 WARNING AERAS a AREAS. IF THESE DESIGN SPEEDS ARE 6 5 2" SECTION A ENLARGED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXCEEDED STANDARD CG -7 IS REQUIRED. 3 YSHALL LOW NESS AN ►-� HIS AREA MAY BE CONCRE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING CONDITION ET"A„ F�j W AT THE OPTION OF THE CONTRACTOR 5% COMPACTED SUBGRADE o 0 0 0 0 0 0 0 0 0 0 0 0 0 o IS ALREADY pIA.0 0 0 0 0 0 0 0 0 0 0 0 0 0 o PRESENT. THE BOTTOM OF THE CURB AND GUTTER SIDE VIE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TRUNCATED DOME O W VARIABLE DETAIL � MAY BE CONSTRUCTED PARALLEL TO THE I'-* mM� SLOPE OF SUBBASE COURSES PROVIDED A SECTION -- PAY LIMITS CG -12 DETECTABLE WARNING SURFACE MINIMUM DEPTH OF T IS MAINTAINED. DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) DETAIL VwraMMADWAnrMOrrOFrnwePaaTATMonel- CONCRETE SIDEWALK- BROOM FINISH WITH z � CG -12 DETECTABLE WARNING SURFACE g 6" CURB &GUTTER (CG -6) C TOOLED EDGES E DOUBLE -SID D CONCRETE WHEELSTOPrf`*�TYPE A PERPENDICULAR APPLICATION (PERPENDICULAR) 34 SECTION P-004 PLAN SECTION P-019 8-001 N.T.S. 34 R 34 SECTION�j4jDETAIL P-027 N.T.S. N.T.S. N.T.S. NOTES: NOTES: 1. DETECTABLE WARNING TO BE CLASS A3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL 1. DETECTABLE WARNING TO BE CLASS A3 CONCRETE (CLASS A4 IF PRECAST)) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TRUNCATED DOME DETECTABLE WARNING MAY BE ABED WITH THE APPROVAL OF THE ENGINEER. z. THE DETECTABLE SURFACE( TTO (SAT SCE. CiNa OF THE DETECTABLE Fl FNING S YELLDBE A Crow COLOR WITH4N4KACE OR THEADJACENT 2' �c� OP SURF T I PROVIDED WARNING SHALL BE WWAARNING SECCTTIONN 94ALL UNCATED SCOLOR WITH THE�ADJACCENr OR SUPPLIER: 9SCOUNT FENCE SUPPLY, INC. (ADJACENT FLARED Bea). OR FEDERAL SAFETY YELLow. 3. 8LOPI4G SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. WITH REQUIRED BARS. PRODUCT: 4. IF RAMP FLOOR 18 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE 4. IF RAMP FLOOR 18 PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS 90 THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE MODEL S: VA85783 AFTER PLACEMENT OF PRECAST RAID FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. AFTER PLACEMENT OF PRECAST RAMP FLOOR_ PRECAST CONCRETE SHALL BE CLASS AA. 5. REQUIRED BARS ARE TO BE NO.5 X 6" PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. 5. REQUIRED BARS ARE TO BE NO.5 X r PLACED V CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MD-0EPTH OF RAMP FLOOR. STYLE: DOVER (VINYL) MINIMUM CONCRETE COVER 1*. MINIMUM CONCRETE COIR 1*. COLOR: WHITE S. CURB/CURB AND GUTTER SLOPE TRANSITION8 ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURBICURB AND GUTTER. 6. CURB/CURS AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURBICURS AND GUTTER. r t 1' ,.r. • ,� a 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS ORAS DIRECTED BY THIS ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTION 7. CURB RAMPS ARE TO BE LOCATED AS SI•IOVVN ON THE PLANS ORAS DIRECTED BY THE ENOMEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACLITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK 18 EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED 18 EXISTING, PROPOSED, OR SIT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. BY THE ENGINEER AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLET'S, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS LHOSSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND BLIP RESISTANT PATH cM*WCTwG ALL ACCESSML.E ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. pE, t 8. RAMPS MAY 8E PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING 18 PLACED WITHIN THE LIMITS OF THE CROSSWALK S. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK Pi V i AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 18 PERPENDICULAR TO THE CURB. d 9. TYPICAL CONCRETE SIDEWALK IS C THICK WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY 9. TYPICAL CONCRETE SIDEWALK 18 4" THICK. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAL 34ft 9'P 'I SII TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO T. TRUCK TRAFFIC THE CONCRETE SIDEWALK DEPTH SHOULD BE INCREASED TO T. "a TH O S RELATING DESIGN FEATURE R F RMI38181E TO CONSTRUCTION CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC .CG -2 J C MAY BE SUBJECT TO CHANGE AS DEEMED 1115 DOWELS, S" LONG A PERMISSIBLE NECESSARY BY THE DEPARTMENT 2 AT 12" `O �'''� CONSTRUCTION 5' IN. JOINT SECTION B -B A BACK OF CU 12 : 48: 1 t Ni N71 .410 MI RMISSIBLE CONST. 20:1 irRi lei d 1w + + u ir.xwwr r•1 >, 2 12'1 MAX 5 MIN JOINT .rrnrl.r .wsywNyc:,; ar�r°Mir111j,,' B 2 B 12:1 2' MIN. �. 12� SECTION A -A A �-J TRUNCATED DOMES A TRUNCATED DAMES AHL TANGENT PLAN CLUSTER OM UNITS- FWNTLOMI G-US.P.S.AArgarm C.WSTER BDX UNIT OPTIONS „• MIN. « i SHAPE TO MATCH FACE ' S' MIN. lD00 sD=.. •T�.1-t7Ut xRxrM x ».�rW x tralro EM.. ft7man ._ OF ROADWAY CURB --\ 2'MIN Ex.�rrwlwa■.tt o•w.rxr,rr .or" 01 Y Y MISIlt AT + 2" HIGHER THAN IUnr�r► ww�rrxrnr�r'wrtsxwrr y �• ~ BACK OF CURB 48: 1 + 5' MIN EDGE OF PAVEMENT wNwxrrw wnrrrrtry 20:148 12:1 AT •+ , SAME AS ♦ TOP OF CURB Al vwrtor x.,r•r Jm 120ws •T} . CSU 2LYT' IN x MW N x #,W D Ibbs, SL70M00 txxw aN,tnaxTCONats,wt t 4' SQUARE LANDING AREA E+w+-r...atwr"r.rw.T N.w.6•xl.lt na-,r•wrsgMwr v-wsrx,nrl,.w.>I.wrtw.�y.wt�.Nt..y�.nw�...Ab. PJ °4�► ,rwsrxr,ry rrt,oa+rw,rN „rtrr.Nr.rtMr o�tgiMr wrNgwtt.sryw THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE N�y� o.wrp.x,,rAr r+r.w.-w.r...,,q,,;y.,r".,: r.,nwe 2' MIN. SECTION A -A SHALL E PROVIDED warner t .a r� � -. .,'i \ �jc 38WAK SHALL BE PROVIDED FOR j( UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS T}pB- OU ZW M x 1&311' H x Ww D IJOMr. 1t3M00 -Amm r -a -,awn O� � � D b n CRO � CROSSWALK CROSSWML'KI OPES ARE AS NOTED. PROVIDING THE DIMENSIONS AND I IIa-rawmgrr n-worxMnrs CROSSVWILK CROSSWALKAREA. TY PICJIL PLACEMENT THIS COMBINED (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE TYPICAL PLACEMENT AT INTERSECTION USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES Itl s q•w,rrx,rtrl prrtatttr tvr,~i� tOatlw; AT INTERSECTION WITH 60" X SO" MIN. DIMENSIONS. THE SHORT RUN TO THE STREET w• MltilrrdAwrK ntt?-wx+rxms-1 WITH BUFFER STRIP WITHIN CROSSWALK CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK 23f" C -C TRUNCATED DOME _ xn� u>�•�•tw �/�w x ssa0cw x lrata'D 1xce.. S1C72cCa . ltr..r � • WITH A WARPED SURFACE. `r�glat�rlMrtM +a'wrs>Nr x•ti-F • wrwr+• wwtNlKwrr►H tum c•wra:Mrrx,trA► a.rasrw.rN '' SUPPLIER: DISCOUNT FENCE SUPPLY, INC. "'" "''" "•"'""'""r' 23(0 CO TRUNCATED DOME �q0c ad.wArioaMt M:IbIJ tY H 1,,, W =taro 3010. !PILO 0 0 0 0 0 0 0 0 0 0 0 0 0 (800) 878-7829 >sa p1mmok an am W H Immo it r r w o as0.. W" • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTE: o 0 o 0 0 0 0 0 0 0 0 _ _ 23f" C -C ALLDETECTABLE> AERAS + NOTE: >� 'ob-titwrelr.4=.4tar•wlhptr4rs aw ,t...r.,,.r 0 0 0 0 0 0 00 000000 0 0 0 0 0 00 0000000 } a Ly,+�„�,� LdAra' -ft ►17fie 0 0 0 0 0 0 o O o 0 0 0 o O § SHALL BE PAINTED 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ALL DETECTABLE PRODUCT: x0t NNMMr-11wSwr. =W,mdwk&s.bwdfoq ti 0 0 0 0 0 0 0 0 0 0 0 0 0 0 YELLOW UNLESS AN 0 0 0 o O O o 0 0 0 0 0 0 0 0 V"NING AERAS MODEL S: VA85773 STYLE: ROCKPORT DOUBLE (VINYL) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EXISTING CONDITION 3W DN. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N SHALL BE PAINTED IS ALREADY YELLOW UNLESS AN DIA. � N ) -% DIA. phone 1 BOO,MAIL6 _ 0 0 0 0 0 o PRESENT. t . ° ° EXISTING CONDITION ,<«,z � � �t DIA. Is ALREADY COLOR: WHITE 0 0 0 0 0 0 00 0000000 0 0 0 0 0 000 0000000 00000 0 00 0000000 TRUNCATED DOME 00000 000 0000000 PRESENT. R �. VARIABLE _.� � .. SCALE: AS SHOWN DETAIL TRUNCATED DOME 4' MINIMUM. VARIABLE -� DETAIL PAY LIMITS CG -12 DETECTABLE WARNING SURFACE 4' MINMAUM. MANUFACTURER: SALSBURY INDUSTRIES (ACCESS FOR MOBILITY IMPAIRMENTS) PAY LIMITS CG -12 DETECTABLE WARNING SURFACE SUPPLIER: CONTRACTOR TO PROVIDE ISSUED: 1-9-06 DETECTABLE WARNING 800 624-5289 DETAIL VI MMDEPA"nawTOFTRANIPMTATM DETECTABLE WARNING (ACCESS FOR MOBILITY IMPAIRMENTS) EACH SINGLE-FAMILY HOME WITH (1) ( ) DETAIL "1O1""AD�"�'"�`f OFTRANG1110"Ar0N APPROVED (STANDARD) U.S.P.S. MAILBOX. PRODUCT: DRAWN BY: SWE COLOR: BLACK MODEL M 3316 (X2) MOUNTED ON A MODEL #3385 PEDESTAL REVISIONS: CG -12 DETECTABLE WARNING SURFACE CG -12 DETECTABLE WARNING SURFACE COLOR: STANDARD 1. 5-5-06, CO./ACSA COMMENTS G TYPE B (PARALLEL) APPLICATION H TYPE C (PARALLEL & PERPENDICULAR) APPLICATION I MAILBOXES OR SINGLE-FAMILY HOMES MAILBOXES FOR TOWNHOMES 3. 7-1406, CoBiACSA COMMENTS 34 DETAIL P-028 34 DETAIL P-029 N.T.S. 4.7-18-06, ACSA COMMENTS N.T.S. N.T.S. q4,.,)DETAIL34 DETAIL N.T.S. 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS MANUFACTURER: CONTECH NOTE: ' At, � B CONTRACTOR SHALL +« �,��;r SUPPLIER: DISCOUNT FENCE SUPPLY, INC. SALES REPRESENTATIVE: REVIEW AND PRICE FROM (330) 650-9226 CHRIS HORN THE LATEST CIRCEO CO NTECH DESIGN IN ON MANUFACTURER: BRATTLE WORKS (410) 740-8490 WITH THESE PAEANS. MANUFACTURER: GAMETIME CONTRACTOR TO CONTACT PRODUCT: PRODUCT: OWNER FOR PLANS. ' MODEL fit: 6'X 4' SANTA FE PERGOLA '' , SALES REPRESENTATIVE: MODEL #I: MSE WALL ARCHED SYSTEM BY CONTECH i ESTIMATE #I: 57774 LARRY FITZGERALD VENEER: KEYSTONE MODULAR WALL WITH CAP MANOR ( AI noha rwtisd. No p«7 or g" tnalsrtal probCMd by "'+. ' 4f S k}I � � • � COLOR: WHITE CUNNINGHAM ASSOCIATES, INC. 235-2440, EXT. 151 STONE BLOCK), OR EQUAL 0my ( oraaaas axpt+wsed on thaw plans) trtay bs wproduad, dtrtp0d ��'.. (800) FOOTINGS TO BE DESIGNED BY STRUCTURAL ENGINEER =d in any roan or by any mum, or uWaiaOttordc or ,j PRODUCT: AND PROVIDED TO WALL DESIGNER PRIOR TO STAMPED or by sw otf»r,nom of rear" sysim, wit,out,tMw por,ni„im MODEL #I: 28009 DRAWINGS "m Tana conwis, P.C. CC ,y `#kTi• h, r- COLOR: BROWN WITH BEIGE POST MOUNTING: IN COLOR: AS SHOWN AND, thaw plans may not be aaNgtad to a Aird paAy wmxxn Awt wditn autltorizow or Tatra cmompts, P.C. vfi MAUFACTURER: SALSBURY INDUSTRIES 624-5269 �r -GROUND NOTES: O TERRA CONCEPTS, P.C. ,�►' r .rwti+ (800) LIGHT FIXTURES ARE OPTIONAL AND MUST BE >., PRODUCT: APPROVED BY THE ARB PRIOR TO ORDERING AND MODEL S: 3402 (4) MOUNTED ON A i,;; INSTALLATION. SHEET A� ,-t0c.>tturwaC PEDESTAL (MODEL: 3465) COLOR: STANDARD WALL TO BE DESIGNED WITH HANDRAILING ALONG TOP. K PARCEL LOCKER L TOT LOT PERGOLA rM_` 6' TOT LOT BENCH A RETAINING WALL AT P OND 34 DETAIL N.T.S.N.T.S. 34 DETAIL 34 DETAIL N•T•$• 20 DETAIL N.T.S. OF 42 SPRINGHILL SQUARE 35 DETAIL E� DOUBLE BAY SWINGS 35 DETAIL IIIISTEEL C101 Q 20' lengths SWW rrtouldlngs are hot -rolled carbon steel, C 1010. Fittings are cast in malleable iron, making them weldable and bendable. 'A 4426 used with V Charnel 442 T steel 1.40Ib/ft FHANDRAILS MANUFACTURER: GAMETIME SALES REPRESENTATIVE: LARRY FITZGERALD CUNNINGHAM ASSOCIATES, INC. (800) 235-2440, EXT. 151 PRODUCT: MODEL it 11781 COLOR: AS SHOWN SAFETY SURFACING: ENGINEERED WOOD FIBER N.T.S. MANUFACTURER: GAMETIME SALES REPRESENTATIVE: LARRY FITZGERALD CUNNINGHAM ASSOCIATES, INC. (800) 235-2440, EXT. 151 PRODUCT: MODEL 9: P1238 W/ P1239 ADD -A -BAY SEATS: (2) BELT AND (2) STD. COLOR: TAN / DARK GREEN SAFETY SURFACING: ENGINEERED WOOD FIBER MANUFACTURER: JULIUSBLUM (800) 526-6293 (OR EQUAL) POST SET EVERY 4'0.C. N.T.S. 35 DETAIL N.T.S. FULL BENCH OPTION #2 1OTETRAIL TO RESEMBLE APPALACHIAN CHARACTER L� NATURE TRAIL 35 DETAIL B1 TOT'S TERRACE 35 DETAIL DETAIL H.S.S. TM G (Typ Q 4 H.S.: (Typ•Q 4 H.S.B (Typ G' High 8 Alum. Roof MANUFACTURER: GAMETIME SALES REPRESENTATIVE: LARRY FITZGERALD CUNNINGHAM ASSOCIATES, INC. (800) 235-2440, EXT. 151 PRODUCT: MODEL #: 11775 COLOR: SAME AS SPRINGHILL SQUARE SAFETY SURFACING: ENGINEERED WOOD FIBER N.T.S. SUPPLIER: ALL RECREATION OF VIRGINIA (888) 419-0001 PRODUCT: MODEL* 14' X14' NAVAJO DOUBLE -TIER SHELTER ESTIMATE 9: MLAP02387 COLOR: HUNTER GREEN NOTE: CONTRACTOR TO HAVE SUPPLIER INSTALL SHELTER Extruded Alum. Gutter (Typ Q!' Louvered Extruded Alum. Rk (TYP a Extruded Alum (Typ G' H.S.S. (TYP 0, PLAN G1 BANDSTAND 35 DETAIL, ELEVATION, PLAN N.T.S. 3 5)SECTION N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTERSMALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIG~YS AND 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. 4" 0 8" °D THIS AREA Y BE CONCR L CONTRACTOR TO STAMP GUTTER PAN WITH L.M. SCOFIELD AT THE OPTION OF THE CONTRACTOR RUBBER PATTERN THAT RESEMBLES COBBLESTONE THE BOTTOM OF THE CURB AND GUTTER APPEARANCE (EXACT PATTERN STYLE TO BE DETERMINED). TO THE PATTERN TO BE UNIFORM AND CONSISTENT. MAY BE CONSTRUCTED PARALLEL SLOPE OF SUBBASE COURSES TO H A CONTACT LANDSCAPE ARCHITECT PRIOR TO INSTALLATION MINIMUM DEPTH OF 7" IS MAINTAINED. L.M. SCOFIELD CONTACT: PATRICK McGINTY (202) 610.3321. /""P� MODIFIED 6" REVERSED CURB & GUTTER jl5 SECTION N.T.S. C SPRING PDD 35 DETAIL MANUFACTURER: GAMETIME SALES REPRESENTATIVE: LARRY FITZGERALD CUNNINGHAM ASSOCIATES, INC. (800) 235-2440, EXT. 151 PRODUCT: MODEL S: 6067 COLOR: DARK GREEN SAFETY SURFACING: ENGINEERED WOOD FIBER NOTE: CONTRACTOR TO VERIFY DIM SIONS NOTE: CONTRACTOR TO PAINT FENCE WITH WITH FENCE LOCATED AT THE ADJAC T (2) COATS OF FLAT BLACK PAINT. MATCH HIGHLANDS SUBDIVISION. MATCH EX TING EXISTING FENCE AT THE HIGHLANDS FENCE. SUBDIVISION. 7'-6" O.C. ELEVATION 7' -8"-J H 4 -BOARD FE CING 3 5 PLAN, ELEVATI SECURED AT TOP 8'O.C. OF EACH POST 251 m I 1 2.5' � FENCING AT TOT LOT 35 PLAN, ELEVATION N MINOR AR 35 SECTION 6' TOP VII + 0 5t1 11 "A" SIDE 5.5" 7"+/- ELEVATION "+/ - POST RAIL - N.T.S. 1X6 COVER BOARD; SECURE W/ (2) GALV. SCREWS AT EACH RAIL; TYP. 1X6 BOARD; SECURE POST W/ (2) GALV. SCREWS PER POST; TYP. 4X6 POST W/ (1) 1 X6 COVER BOARD. SET POST IN GROUND W/ QUICKCRETE; TYP. N.T.S. 12.5 GUAGE, HIGH -TENSILE, SMOOTH WIRE. WRAP & SECURE WIRE TO EACH POST. PULL WIRE TIGHT BETWEEN POST; TYP. 5"T STEEL GLAV. POST SUBGRADE o PLAN 2" VDOT SM 9.5A SURFACE 8" COMPACTED VDOT #21A SUB -BASE COMPACTED SUBGRADE D 6' VOLCANO CLIMBER MANUFACTURER: GAMETIME SALES REPRESENTATIVE: LARRY FITZGERALD CUNNINGHAM ASSOCIATES, INC. (800) 235-2440, EXT. 151 PRODUCT: MODEL 9: 7051 COLOR: STANDARD SAFETY SURFACING: ENGINEERED WOOD FIBER 3 5 DETAIL N.T.S. SECTION 2” SM -9.5A ASPHALT PATH (TYP) 4" 021A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE F_ iwolee KASPHALT PATH N.T.S.SECTION 35 NOTE: THIS IS INTENDED FOR THE FOLLOWING STREETS: WICKHAM POND COURT WICKHAM WAY (STA 12+38.34 TO 19+39.34) WICKHAM POND CIRCLE STREETS 12" " 0 HOLE FULL THIC 2- 93 RES 2" 11 3f" N.T.S. 8e SECTION "A" ENLARGED 5'' DOUBLE -SIDED CONCRETE WHEELSTOP 3 5 N.T.S.SECTION S -001I 01 TRASHCAN 35 DETAIL N.T.S. GRADE P-023 N.T.S. MANUFACTURER: RECYCLEDESIGN (866) 272-8772 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 5447529 SERIES: BALANCE MODEL: 9828 (ROUND 30 GAL WITH TRASH OPENING LID COVER COLOR: BROWN MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) 2" SM -9.5A ASPHALT PATH (TYP) 8" 021A AGGREGATE BASE COURSE (Ti - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE rt NOT VEHICULAR RATED VEHICULAR RATED 5' 2.5' FR M CL 31 NATURAL GRADES 1/4"/ FT. CROSS SLOPE (TYP.) DESIG" I 1 T rG VGVo..wr` PAVING BY PRESTO PRODUCTS COMPANY 800-548-3424 (OR EQUAL) RASPHALT PATH 35 SECTION N.T.S. �6" NGINEERED BASE - �ONSISTING OF AGGREGATE AND TOPSOIL MIXTURE PER MANUFACTURER RECOMMENDATIONS N.T.S. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 TifoF,_ b SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights reserved. No part of the RO" P 011 IN by tfft copyright (plans, ideas, designs, eft* or det k exprel on these plans) may be reproduced, o wqW or uft*d In any form or by any mealts, sNcbonic Or mechanical, ftkAV plwbcopyklg, scanni or by any other means of retrieval system wwout wAlMn PwT www from Tem Conoepts, P.C. ANO, these plans may not be m1grM to a thN party without Itret writtsn aldhart won of Tem Corxuepts, P.C. O TERRA CONCEPTS, P.C. • • . - . • � rj � • 10 W W 111k j.- ffWils) 1: - .►.-�'� 4►-�-� '� - i���i �'�i�9> - - ; • ►�' -ori �I liZ_1= ���� ►r•������ �.jt��+��.�����. ` -11=11=11=11=11=11=11=11=11=1 `i�: r ��i�i�i�i��'�•Jo'•. II-11-11-11=II-II-II-II-II-II__w.w ...�.w.w�.�...:.c.�... ►..._..::.w�►.�.w.w.w.w�.w. -11=11=11=11=11=11=11=f1=11-11==. =11 1=II-11=11=11=11=11=11=Il=11=11=L.• '-` ' ...*# 11=1t-11='-.'` .." 11=11=11=11=II-11=11=11=11=11=11- •=' '-;_;; II �, II �; II ;=; _ , ;; 1� 11=II-t1=11=ii=11=11=11=11=11=11 •- ..... !1 i 11 I ;;'�„_ � • ..-..-. . W. 11=11=11=11` -11=11=If=11=11=i1-'-. •:.III -11-11=11=11=11=11=11 1=11=11= �--11=11=11=11=11=11=11=11=1 • _ 11=11=11=11=11=11=11-�: =11='l=fl-11=11=11=11=i1=L.•- ••• 11=11=11=11=11=11=11=11 -•-'-f1=11=11=11=11=11=11=11=1 -II � • • • • - • -II=11=11-11=11=11-11=11=•-.•--- =11=11=11=1i=11=11=11=8�_11�=n•_11=11=11=1l=11=11=11=11-11 ' • � ' - ,. =11=11=11=11=11=11=11=11=11=i1=11=11=11=11=11=11-11=11= =Il=11=11=11=11=f1=11=11=11=11=11=i1=11-11=lI=11=1 _ • � " =It=11= 1=11=11=1 = _ _ _ =11=11=11=11= � . • • - SECTION 2” SM -9.5A ASPHALT PATH (TYP) 4" 021A AGGREGATE BASE COURSE (TYP.) - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE F_ iwolee KASPHALT PATH N.T.S.SECTION 35 NOTE: THIS IS INTENDED FOR THE FOLLOWING STREETS: WICKHAM POND COURT WICKHAM WAY (STA 12+38.34 TO 19+39.34) WICKHAM POND CIRCLE STREETS 12" " 0 HOLE FULL THIC 2- 93 RES 2" 11 3f" N.T.S. 8e SECTION "A" ENLARGED 5'' DOUBLE -SIDED CONCRETE WHEELSTOP 3 5 N.T.S.SECTION S -001I 01 TRASHCAN 35 DETAIL N.T.S. GRADE P-023 N.T.S. MANUFACTURER: RECYCLEDESIGN (866) 272-8772 SUPPLIER: MID -ATLANTIC PRODUCTS, INC. REG MURPHY: (800) 5447529 SERIES: BALANCE MODEL: 9828 (ROUND 30 GAL WITH TRASH OPENING LID COVER COLOR: BROWN MOUNTING: SURFACE- CONCRETE PAD TO BE POURED BY OTHERS (2000 PSI MAX.) 2" SM -9.5A ASPHALT PATH (TYP) 8" 021A AGGREGATE BASE COURSE (Ti - ROLLED & TAMPED. EXTEND STONE 6" BEYOND EACH SIDE OF ASPHALT EDGE. COMPACTED SUBGRADE rt NOT VEHICULAR RATED VEHICULAR RATED 5' 2.5' FR M CL 31 NATURAL GRADES 1/4"/ FT. CROSS SLOPE (TYP.) DESIG" I 1 T rG VGVo..wr` PAVING BY PRESTO PRODUCTS COMPANY 800-548-3424 (OR EQUAL) RASPHALT PATH 35 SECTION N.T.S. �6" NGINEERED BASE - �ONSISTING OF AGGREGATE AND TOPSOIL MIXTURE PER MANUFACTURER RECOMMENDATIONS N.T.S. ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 TifoF,_ b SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS S. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights reserved. No part of the RO" P 011 IN by tfft copyright (plans, ideas, designs, eft* or det k exprel on these plans) may be reproduced, o wqW or uft*d In any form or by any mealts, sNcbonic Or mechanical, ftkAV plwbcopyklg, scanni or by any other means of retrieval system wwout wAlMn PwT www from Tem Conoepts, P.C. ANO, these plans may not be m1grM to a thN party without Itret writtsn aldhart won of Tem Corxuepts, P.C. O TERRA CONCEPTS, P.C. IEAD w _ -w T_ W W_ _ _w-� — .100 - —------- WW W WW W W W_ W \ -_ w w ------ ----- f W W ---�4L- W W W W� W _ VIL ALVW — — — — - W ��------------------- % --- -- — _� ii THREE N6TCH'D ROAD�\ / � � EX. DRAINAGE EASEMENT STATE ROSE 24Q_ _ _ _ EX. 10' FENCE a (DB 1176 PG 347) 14 EX. WOODEN FENCE LANDSCAPE EASSMENT -- ----- / -- DS 1598-420 ___ __ � ••�� ---------�L- -'_—r ---- -- EX. PP \� --------------------------t— (�`J�_ FHA TO �' �, REMAIN / �- / ' EX. P� ♦ ♦ f ♦ } • f 4 ♦ f T h # a' Y«+'S r* �r+«=-` �•w �,}+f •� }!3 �+i'y"♦+�+« ' ' a+ , �« f' ++ ,««« «r }'++},'ff «+ ♦ �f 'f }+++ , +♦\+_`}`♦ ' �f +f , �+ ♦ ' h � ♦/tom} } f f ' , + ♦ + f ' ♦ + ' ♦ + �f « + ♦ y � y ,t,� � . ♦ ' ♦ + } " + « + f — — ----- _----}---------- --- — — — -- -- — -- -�-- ------ ----- �-�*,-.�-♦♦♦,+h,,}+�.f�;�.�------_— '+/'� EX. POW LE «}`+}•ff f-'�`:'-� Mme") — — — — I — — — — — — — — —_ —_ �t'' '«', ,♦J \}+ , h' } ,a� + f «� t _ _ ems' — — — — — — _ — EX. WOODEN FENCE ' + ' f' f ' >•, • }' + Y f' 'l' «� EX. VEPCO EAS N — — — — —6 O TO BE RELOCATED DB 1170 PG 370 (PLAT) — — — — — _ _ �• f -.- �-- T ♦ t . + ♦ i;' � ♦ � EX. SIGN — -- — — — } } , }+ ♦ ' +111 — — — / EASEMENT ' ' a' ' # ' •` ' _ (DB 1598.420) r +.s•+ I I x 15 1 I x � U EX. A.C.S.A SEWER EASEMENT DB 1206-721 14 `I i i 13 � i � THE HIGHLANDS i i AT MECHUMS RIVER i i 9 C7 \\ Q � 7 EX. A.C.S.A SEWER EASEMENT DB 1206-721 \ \ /Y CLOVER Rk6GE � P�#CE � EX. 20' PERM. D SEMENT,' DB 1779 PG 506-507(PLAT)osewl +t'♦', , f r'r'`j i � ►x i ♦�J/j \ # h I< r +, t a ♦ a + } r + } f ♦, f # ## , h ♦ + f # } + T a y t' a ♦ + / # + 0 10' 20' 40' --- 640 ---- If \ / � /'-/—'_ _--------- EX. 30'PRESCRIPTIV� x EX. FHA / EX. UTILITY POLE EASEMENT; 15' TO BE / V YJ/DEDICATED TO TURN / / \ I EX. SPRINT OVERHEAD / EX. VEGETATION, TYP. (B-2/TERMINAL) LANE USE AS R.O.W. \ `- _ \ / / \ TELEPHONE _ON SOUTH SIDE OF 1FO EX. 12" RWSA CENT9RL-RE OF ROAD— _ — — — — — _ _ — / �' \ 11 EX. FENCE (1 10) 100 COPPER / x—x—x—x—x—xT —x— WATERLINE .SERVICE �. � � k — — (1) 50" COPPER —x x—x—x—x—x TO HOUSE (1) 75" COPPER - — —IOL EX. P— —x. — —x.r= x—x—x—x—x—x—x—x._.x—x—x—x x— / / k ` _ — _ , 1 150" COPPER _ _ _ - --—'� — _ ---— --=a ---- .� — — �x x x—x x x X x x UP — _ -- - �— _ — — cam- x x x x�X — — - -t� —off —OHT — —oHr —OHT — —oHT —oHr — —oHT - - -- �lll-- =15L— — -- — --- W W / — — — V!L — — — — — �— -SALT- W VN W -�11f- a M M mommommu���� 2'�/ EX. UNDERGROUND 18 —//---- ------ --- — \ �_ __ — -----� \/ IIS_ EX. 15"CMP----------------------------r--:�.�_ New I %P 1 _ '�J TO REMAIN B 12EX ,CENTEL 17 PG 357EASEMT X. SPRINT I l BE RELOCATED I � I 110 AND EXTENDED / PEDESTAL 11 (LP -2 AND 8133) / \ UTILITY PROVIDERS I I �• �y� — — — — +� — — — — — — --1,— — — ._ _ _ _ _ _ _ _ ) PLAN 1 B VA POWER OHE " / / " SPRINT OHT = — — \ EX. 15 CM EX. ENTRANCE / — '— (1) 12 PAIR COPPER T.B.R. — �� TO BE REMOVED EOP EX. PP _ rc---- ro.� -------------»— — -- --- ------ .—_ s � _ ��� TfYM`-� TCMF�- T� Tfa�F--7'C�F�— T�— — — r�-- - — — — — — — — SPF EX. PRESCRIPTIVE EASEMENT — — — - w _�(E- — ----- — — n—OWN ._o„E.N— — a„E_N --- ONO-------- EX. PP— 1_ ��� _—_ ��� — e &N�••CC ��� OIiW — d!j•TTL-•ri OYIL-N — — -~ � _ — — �' — / I / _ arariv —orr� awes Tr�� oww— ae �v —aMe ty o"I —o►a Tv — — ����r �- — (1) 200 COPPER ,h EX R O VS — orraav a►ra oiE ' — „ -AND—MI — L_ -ft — — PAD TO REMAIN` I 150 CMP -------------- ---=— �,` — ---- — /EX. VA POWER OHE t\ / / `�• 3 PHASE WITH ADELPHIA BELOW / EX. UP / \ -� / _ _ — -' — — EX. CONCRETE _ / % / , / TMP 56-92 , _ , - ' EX. SEkVICE IJ PADS WITH— / x TO HOUSE SPRINT SWITCH \ / BOX S- LP -2 / \ \ WICF GOND � ( ) EX. VA POWER UGE g. / \ / ' PHASE 1 (1) 1TPAIWCOPRER_ — t. / .45'X 55' EX. CENTEL -A\A / �' BACK TO PED _ _ CO. OF VA. EASEMENT 1 TO REMAIN I 1 a (DB 1217 PG 357) 1 _ -- -- '' \ I w — 1 p / Ems. roroZ LEGEND F.S.P. = FINAL SITE PLAN CENTRAL TELEPHONE T.B.S. = TO BE SAVED SPRINT CENTEL COMPANY OF VA T.B.R. = TO BE REMOVED PP = POWER POLE UP = U7�1! ITY POLE +`}'«•'«'a«««' � ♦ ACSA FENCE AND PED = UTILITY PEDESTAL LANDSCAPE EASEMENT FO = FIBER OPTIC LINE VEPCO DRAINAGE EASEMENT w 16 LEX. 20' PERM. DRAINAGE EASEMENT I 1 DB 1779 PG 506-507(PLAT) I W U ERRA CONCEPTS, P.C. ICIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 m z 0 AEMB4 X05 O Axl � Z r� z w F r. SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of the m"* prolecMd by t oopyrI (plana, idea, dweI esotlgM or dehNa wpvo ad on #heso plant' may be reproduoed, awr"d or u0nd in any form or by any means, etsotrorAo or rtnduM ol, lrckI Plaboopyhg, canning, or by any other mens of retrieval system wW"d written Pwr+Maaion from Terra C""Pts, P.C. Also, ureses plans may not be anWood to a third party wowtd hest wroon suttwicown of Terra Cwmapts, P.C. © TERRA CONCEPTS, P.C. SHEET r \ : 1�t�r� �_ . e�t�r� ��� A�w�f�i����� ��w�i�r�: ►.� _- ��������1���r��e��� v�ow���������1 ���� ��j�r�� w�i�i����1_���e�t����1�j �irOwl�����1������1����������1�0������������ •A•���i�j ���� ���� �'������� �`�!������'� 1,�i���� �Sr��:�''*Q���,��,�����G� �'►� s � Y1:���1'Y�"i �v {• ���� ►����1 1 � � w•t� � � �� � � 1,' ��t��� �.y��r.��i'���*1���7�i �p� ��A�����7���i �w�1e��_ • a -y �,� ►�• 1.�wr ���������i��1 �t1� �����'� ►��'"�*i�'������ZA �� •(� ����,• �•I.O.�IA�.. ����- ���������1�•��O���A� �� ��� � ���ntr� �� 1��r i r�� ►����� �_��� �V.�- ��� �_i ���� ��� a' �� �:-. r+e �_��� r _r ..�w �� ��hr'..��i ��ti o•,��� ��i►y1.1�� A ;'. �1 �r t�- ��� rr� t� _���•�'_�_- �f �♦ : �' �Ri:��� �'. WITH VA -• �r �-11Rs® sATTACHED - �G PAD TO REMAIN` I 150 CMP -------------- ---=— �,` — ---- — /EX. VA POWER OHE t\ / / `�• 3 PHASE WITH ADELPHIA BELOW / EX. UP / \ -� / _ _ — -' — — EX. CONCRETE _ / % / , / TMP 56-92 , _ , - ' EX. SEkVICE IJ PADS WITH— / x TO HOUSE SPRINT SWITCH \ / BOX S- LP -2 / \ \ WICF GOND � ( ) EX. VA POWER UGE g. / \ / ' PHASE 1 (1) 1TPAIWCOPRER_ — t. / .45'X 55' EX. CENTEL -A\A / �' BACK TO PED _ _ CO. OF VA. EASEMENT 1 TO REMAIN I 1 a (DB 1217 PG 357) 1 _ -- -- '' \ I w — 1 p / Ems. roroZ LEGEND F.S.P. = FINAL SITE PLAN CENTRAL TELEPHONE T.B.S. = TO BE SAVED SPRINT CENTEL COMPANY OF VA T.B.R. = TO BE REMOVED PP = POWER POLE UP = U7�1! ITY POLE +`}'«•'«'a«««' � ♦ ACSA FENCE AND PED = UTILITY PEDESTAL LANDSCAPE EASEMENT FO = FIBER OPTIC LINE VEPCO DRAINAGE EASEMENT w 16 LEX. 20' PERM. DRAINAGE EASEMENT I 1 DB 1779 PG 506-507(PLAT) I W U ERRA CONCEPTS, P.C. ICIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 m z 0 AEMB4 X05 O Axl � Z r� z w F r. SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of the m"* prolecMd by t oopyrI (plana, idea, dweI esotlgM or dehNa wpvo ad on #heso plant' may be reproduoed, awr"d or u0nd in any form or by any means, etsotrorAo or rtnduM ol, lrckI Plaboopyhg, canning, or by any other mens of retrieval system wW"d written Pwr+Maaion from Terra C""Pts, P.C. Also, ureses plans may not be anWood to a third party wowtd hest wroon suttwicown of Terra Cwmapts, P.C. © TERRA CONCEPTS, P.C. SHEET W \ — —� EX. 30' PRESCRIPTIVE EASEMENT; ' -- _ --- --- 15'TO BE DEDICATED TO TURN_— / J `-----_--—""-----_— LANE USE AS R.O.W. ON SOUTH SIDE OF CENTERLINE OF ROAD v"y�-tom �- — ` _ ATS 24.0- -� �"OHi.N .-.p�•��� TV �,� — — —�� �- �_ Inc _ 1000 OWTV *&TV.-.��gr•TV � -- — — — .i-..— — .i-.. — — — — — --- — — — — — — — �. — � � � TC 1000 =py �` � � � � °r'�5 � _ — _ _ _� _ _ _ _ •_ / ��ON[•1V pwN _ 1_ �OgE•TV--pME•TV — OW -Tv .— •TV � ".TV .6IE•TV ONE TV -�-ONE TV ONE.TV---ONE _N �OHE_N —OHETV - -- M M _ _ — — — — •—• 0MR'N OIE-7V d0E•NN-�OIIE-1V ��• � ONE -TV E -N pE. � Or1E•TV �-01�. / EX. VEGETATI ON�P. EX. PP / TO REMAIN / cAZ / TMP 56-91 / WICKHW POND / / / / / /' V\ J� \ TMP 56-92 / / / / /' \ \ -WfC POND PHASE 1 x J / x� \\ \\ x � \ 0 10' 20' 40' T " ID ID J�JxxxxA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights moved. No part of the mwWW pr WW by ft oopy" (plow, ideas, doaiprn, seefts or chew aurpnaW on aw.e pans) may be nproduoad, dwpad or u0nd In any form or by any nwars, aiactranic or rnadTa kW, W ckj*g pIvbooWft, smwft or by rang o0w means of roWwW ayalam wWxM wMw permission from Tom C"c", P.C. Aso, to" paw may not be aredprnd to a thkd party w0iout Ant writlan aulhorisalion of Tarte Campta, P.C. O TERRA CONCEPTS, P.C. SHEET __"—-- TRANSITION TO EXISTING PAINT — _OHT— - W STRIPING AND RIGHT TURN — OHT — LANE ._-- --- — OI•IT `- — — ���V-------= GG- W —_ W � - •gam � � OHT 662. _ _ — oHT 85Z 1 D(• E — — — OHT — OHT---- W OHT— W W i - _W - - - - - - �2 0 �Z; EP i a, EP OHT — — — — OHT — — — — OHT — — — — OHT — — — — OHT W W _ — — f — --___— ©(. Ep Fid DIAGONAL _OHT_—_ — — — oHT — — — — OHT — — — — OHT — — — — W W--c--� W W —A— W W — — — 662.2DI STRIPED AREA W W Vllh W __--�+_---= w -------- 4/ �y------------- — of 1 Ex•EP 19 10 a. Ep I ( �. Sp I I ROAD 66226 53 P 89 661.82 .EP E g5,'� -----STATE ROUT 240 _ / _�- --� �----------- - -----------+E -- EX. --------------- -- �---------- EX. PP, � !glopPROFOSED.� _ _ — - - ; — + TO REMAIN \ \ �� ONE —OMEN —ONE•N —OW T EMAIN / _ i ' i EX. PP ` _ — EX' Ep — _ _ ' — ' N� °ai ONE IV OM 1V / - - - - FLOW - T-D.S - ` - --�oaLnr—Xr1E�v'-a+HE"".� X N _ ONS.Tv -- -- �X X _ h Tp72p`� 1700 ,i�L_�,TyT pl�ly OIC-iY- TC a�N 200 TC — C12D0 --�- m TCt TC — TC7100 TC1m!L---"1m TC12W TC7200 TC120D — — — n 1� �"- •T \ \ — — — —� — --------- — _ _ _ — ---- — ------------ — ---- -- — — -- ------ % EX. POW LE, TO IN w --- N — — _ — — — — — — — — — — — — — — — - — — 660 EX. POWER POLE, EASEMENT EX. FENCE Fri w EXTEND EXISTING — I TO REMAIN TO REMAIN 1 15" CMP RELOCATED DITCH; PROPOSED GRADING TO FLOW LINE TYP INV 647.1EASEMENT O EASEMENT BREAK FENCE IN THIS AREA H , ANDSET 1' BEHIND PROPOSED _ i 1 W x w 15 .. i W i-� a x U 1� i 13 � THE HIGHLANDS � � AT MECHUMS � RIVER i i 12 11 g � 8 1 i 7 \ CLOVER RIDGE \ \ _ PLACE* oo L11 11' 11' VARIES FROM 0'-11' VARIES FROM 0'-11' V 3' EXISTING WESTBOUND EXISTING EASTBOUND PROPOSED EASTBOUND PROPOSED RIGHT TURN LANE LANE LANE LANE 4' MILL & OVERLAY 2.00% 2.00% 8.33% 3.1 2" SM -9.5 A MATCH RTE 240 3" SM -25 EX. PAVING SECTION 8" VDOT #21A OR PROPOSD SECTION COMPACTED SUBGRADE (WHICHEVER IS GREATER) TYPICAL ROAD SECTION - ROUTE 240 A� IMPROVEMENTS 38 SECTION N.T.S. 0 101 20' 40' i 640 I (/ MAINTAIN EXISTING DRAINAGE P STERN BY PLACING DROP MANHOLE ON OF _ EX. POWER POLE, \ / I EXISTING 15" CMP FROM THE_J410H DS. TO REMAIN / � �'— � REPLACt'F5" CM -UNDER UTILITY D EX. FIRE HYDRANT, / ABANDONED PRESCRIPTIVE �' EX. POWER POLE, \ / / �C „ V TO REMAIN TO REMAIN / \ AND EXTEND EXISTING 15 CMP UNDER / EASEMENT ON SOUTHERN / I \ / ' RT. 240 TO PROPOSED MANHOLE / SIDE OF ROUT 4 .111 R.O.W. D_H 0 -------- _ - - I k PROPO D DEDICATION. - / - TO FENCE � � � - ' � - � � EXTE 1 ' \ ( TO REMAIN / X X X X—--- -- --- _ -- -'- -•_ � -- _ _ _ X --- X -- X � � - - " ` EX. UP TO '� T0' OPOSED - -w- -= — _ — - _ -- _ — _ - — - - - _ — —OHT — — --� X =X—car = X = -X = -X REMAIN - \ _ - 'MAN LE — — X X— X X = X - _ X- - _ - - - — / —OHT — — _-- - _ — — EP 839 31 — — — — — — — -� — — — — �-{- — — — — — — —- — — OHT — _ — —} Q OHT — — — — — �y - — _ — OHT _ W W W STAT =T ,8 – – d ----- – -- – --__– – "– ---- _IV =_-vv— = W--- – -- �_ ----- – -- --- ---� 18 --- – a °` Ep E ROUTE 240 z - - - - - - - - .BEX. POWER POLE - - - - - `ijo�" - - - - - 0. P / e � � g48 e4g H RIM 64 � EP ,1+ 1.66 � -� 3 - „cc VDOT STD MH -1 641 g4 EP p(. Ep TO REMAIN - OH SERVICE EP♦� a Ep z INV. IN 645.00 ('f5) E RIM 646.58 11EX• EP EX Ep �' DIAGONAL EX 1 8 — — P I L — — — INV. IN 644.82 (15) 11 INV. IN 644.40 15" .• � STRIPED AREA _ STRIPED ARF► TO "Z INV. IN 644.40 (15") / °T �° `1e«+ '° — / d 513 646.68ACROSS WICKHAM POND PH. 1 188 TURN T R 53 .-—— "'� \ E DEVELOPMENT p ( ) EP \Tcl Yp Ep $00 L fT TURN LANE g• E ` Ep �� 11 Tct ,° --- - P E g. � .88 �� INV. OUT 644.30 15 11 6� ' � 20A TCYM--- TCW!'-- TC� TC92b--- TCiM-- =—. To TCYIi -- TCO!!-- Tf�MaA/ .ter-.. �/ •. — ortEN — — — i TV OHE.IVOIIE�T�-epi-T/"�----QFE$V--OIIE•N —.._. �y N O,N — — — / .— _ -- — — — a!-. - oN6TV _. dNIF.T,X. OM6>y, _ Spy-, .'— . -? p!•N -- al -N — ckl-Tv OHE-N — Cie -r% aE-N — — CNE -Tv aE-N --s .- - — 1- �j� �FLOW Ty ' `.' — FLVYY- Tc •N N -- N —ONE -N — Of1E-N—Of1E-N —�— p,Ee.N _ agTy•N OH&N _ — r poll HT 38 40 - - - FLOW / / -- ---.bhT NEW -- - S87- - - - - ' 4 VDOT STD "' -- ._.�. .,.... ` _ r ' '3$"V1/ _ 2 STOP 34t�+1 — �-...........- -" X — �— — E -1 RIP RAP _ X, _ rt ,•� J'� . v .645.00 � x �I ,T I x �.1 X + LIMITS OF ASPHALT Xt C _ — — PAD TO REMAIN — — — — — — — —PROPOSER FSO �N. — — PROPOSED ' DRAI GE + EASEMENT- - — — — — '+' — -- � — — — — PROPOSED GRADING NEW,44OARD WOOIX-N FENCE / + 52 \�� \ T _ EASEMENT f 2' BEHIND P 4 ROPOSED R.O.W. / . ♦ 48 + EX� um__j� `S? — \ _ �SERViCE PAD TO BE O , \ i' / \ REGRRBEDAND SEEDED PER GiRTF� IMPRQVEMENT9VHAW N IN 1 BEHIND PROPERY R.O.W. 50 _,_ _ � � . - - � � - FMaCL SITE PLAN. 1 ' V -/ / LOT 13 � �� �. aim•. , 3 17 Z PHALT H TO UTILITY P 5' PUBLIC EASEM /� 16 w �( I 52 LOT 29N. 58 FOR ADDITIONAL INFORMATION REGARDING THESE IMPROVEMENTS SEE FINAL SITE PLANS LEGEND . % PROPOSED GRADING 0 1a 20' L , , 'I EASEMENT ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights rom y . No pertof the maAiad wctectad by this awright (Wow, Ideas, dw0s, secborts or det k expressed on ttww plarts) may be mprodtx.•ed, dhartped or ummod in any form or by any moans, elech ar or mw w kW, inckxikV phot WAV, aces OV, or by any other meew of reMrvai sysMm without wrWAn pemiss1w from Terra C n"*, P.C. Also, these plans may not be assWood to a third WtY without Wt written aut1wrixation of Terra Concepts, P.C. *TERRA CONCEPTS, P.C. SHEET OF 42 56 17 Z PHALT H TO UTILITY P 5' PUBLIC EASEM /� 16 w �( I 52 LOT 29N. 58 FOR ADDITIONAL INFORMATION REGARDING THESE IMPROVEMENTS SEE FINAL SITE PLANS LEGEND . % PROPOSED GRADING 0 1a 20' L , , 'I EASEMENT ERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: 1. 5-5-06, COJACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, COJACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights rom y . No pertof the maAiad wctectad by this awright (Wow, Ideas, dw0s, secborts or det k expressed on ttww plarts) may be mprodtx.•ed, dhartped or ummod in any form or by any moans, elech ar or mw w kW, inckxikV phot WAV, aces OV, or by any other meew of reMrvai sysMm without wrWAn pemiss1w from Terra C n"*, P.C. Also, these plans may not be assWood to a third WtY without Wt written aut1wrixation of Terra Concepts, P.C. *TERRA CONCEPTS, P.C. SHEET OF 42 TERRA �,\ - --------_________------------ - _-- _ //' -- CONCEPTS, P.C. \ - / CIVIL ENGINEERS LANDSCAPE ARCHITECTS W .._ -- - _ ) / 224 COURT SQUARE — — — — — — _ — _ / / CHARLOTTESVILLE, VIRGINIA 22902 W _ / / PH. 434-295-4005 FAX 434-295-2103 - - / W - -' - -- / 63 _ - - - - - /' -- l --- i _ x -x --x ° - - STAT - -- - - OHE- ! Tv ----- OHE-N_----� -- -- ROUTE 240 \ - _ � � EOP _ i --- x X -- x—__vOHE-'v `v OHE-TVv oHE.T i a+E N 7V ` — EOP \ / / / /� X / x x x OHe-Tv ----_ OME-N - OHE-N OHE-TIV TV \ I__ OHE/NT-OME-Tv TC770fo— TFO ---- FO -_0#46-Tv _OMEN C' -- 07500 TFCoiSp— _Fo—/T8C,0NOHE-N V'd iC1D07 TG16Q0 Fo HSE N _ \ / / -_ OHE-N ---- OHE-N OMEN36 - — _ — — ow -Tv OWN \ c - -N--= - -- - ---- — — 40---- --- _ - �T\j OHE-N -- O E — 1 / N l000 PROPOSED TEMP. GRADING / / -_ 38 / EX. POWER POLE, / AND CONSTRUCTION EASEMENTPROPOSED R.O.W. TO REMAIN DEDICATION /—' -��. ,— —f — _ _ — — — — / X — X — F _'_ h•i•I —X/ X X — O O 42 / J —X / NEW 4-80AREN 44 '04 FENCE 2'36IIND PRO / \ 1 / ' 44 A LINE / •• /� 46 /' w AS ' T PEDESTRIAN PATH 1 48 ,- I v 1200 50 50 P POSED RANSFORMER O 52 r /' 52 54 I // LOT 13 - -- - /� - - / / // / _ -� LOT 28 / 54 I LOT 12 ---- / �P 0 to m Ar ? AL TR 4 U S Nb � ow SCALE: 1"= 20' ISSUED: 6-1-06 DRAWN BY: AGF/SWE REVISIONS: I. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No put of the material protected by this copyright (Plow, idew, designs, seed" or defib expressed on two plow) may be reproduced, changed or ut1kW in any form or by any mwns, sWcbonic or mechanical, indudhq pfwboopykV, scanning, or by any other mews of retrieval system without written permission from Tena Concepts, P.C. Also, fume pmm may not be a s*W to a third Party without first written authorkstion of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET OF 42 (_ - - , — — — — - -,/ I __-�, � 1,,,/�_\ -L,,/ � " ,� --- - - - �� -:,`�\ ., � " // ',� , �\ X, ,7-\ --,`, X/-� \ L'x 11 '1� �, / "I \ I \ I \ I �� K I , :7/'-\- � � 'I- \ \ I I I / \ I _�� - I, Z\ 11 I / 11�/ '1� ,_�__'­/ :7.11 1 -�"__< " \\ "I / / � 1�1/// ..'�,,� /. A, - . , I , I , :'-' - �\ \ \ \V_�,- - \' �1_ ,� ,x \ /-' _ - /`�' - - ,,- ,., ,,, ,� �, - 1\ \ I \ \ \ \1 / �, I I - — - - - -,/, / - I I \ 1\ '17 1171- 4_� �K 1. -,x, / / \ I -?'\ " - >- ` �Z,,_ , "I, -� \ \ \ / � - - - .d�/,�,��-/f�7 -?'\ , 7 7 " I - ""\ Z 1� '\ 1\ I N \ \ / , 1\ \ I - ,-, �, I ` , - 7� 4N - - — - - - ��// �/ I - //;I/ Z I I / / / \ - - — / - "I \ \ / / I / 0 2V w - --- , y \ — _ \ \ - �;7\,��-""\ I \ -­�_\,/ � \ 1* / ,_ ­�� "­�, / - %// // I �- - -I-== -,­ 1 , - ,'. --\ ,,�\I"I "I"I \ 1-1 I \\ \/j I / \ - __ ,,:, '*-", ,_ - - __7-- - , \_�"I 11 I .- : - ... I �, � \ \ j I ", - \ \ — — — — — , �- 1, I " - �- �- / /\_ ,_ � " I,< -�, , \ \ 117 ,,, � \ _� \ \ � \ \_ - - //'X/ � X, / - - __:�_ _"�� I , , " I "I " ��\ , - I \ § / / \ \ / I I ( / , , � - , :1, 1�_ N, 7 FF BASIN I / I '1� \ \ \ - �:�_ 1� I - / , / "z -, -.11, N, 11, Y\ ,` / 1' \ , , z - - - \\ - �/ /\ I /\� I\ X\ ' Ek,SEINOT, % D.A. - 20.ft k\ / / \ 1 I If / / I ( / /--�-­,/ /, / // � 7 \ TION \ \ \ \ / , / / 1, _71 ��,/ , \ / ", // \� < ­�, / - , , 11 _'\ - I x,�, ,\%,� NSTURMO) \ 'I, 11 / \ \ - /- ". -, ­ -- \ \ \ � I , / -_ - I I � , >7 / " '\ -N, , - - ,,/ I � I I I I , / / / / - \,_� . I � ,,, > "�,, ,'�, \, / , // /- � -1 . - _1\ \ ,� I _X. . � / \, ( I j _/��_ / � 1� I / / '_ __ - / \ , , " , I _ \ ) \ I / - / A \ 1 / \ % If I / / - ( ) " � ., 11 �, '\, �, \ \ \ // / / / -, / 1� I" .11' I -1 / � - �, I , \ III / /; - � " , � \ / I \ \ � - ) / / - , " ,, �_ ' , ' , \ \ - I / / -1 I ( '*) - - �­7777 * *�`_77'_-- -,I- -0 :;�� ' ,X' /-- ,-,, -\ " -� \� ��, , "I 11 \ / ) \ \ \\ \ � / OF ) ) I f` / / ) II ) -, ( ) / �- -,R& ,11 �" / \ I 1 '1� \ \N \ � \ \ I I I ,/// 1� ­ i - j / I 11 1, / ^ ,,�;\" `\ / -,*.\ I ��­ �­ \1 , ly XII, 1�1 11� \ ." ,,�� '* I-, , Ns. \ / \ \ \ � � \ / \ �,': I \ - / I- , , - 11 ", N.(6� , , ,� \_1 \ ) / \ ) x" x ,,> � -I'- I 1, / 1� /�\ ,X�� .%,. '_ ^1 11 �k 1-1 \ �, � 1�1 \ \ 1 \ \ / /11� - - - . -� I , , . - , , I I ��__" ". \ 1\ -TRAIIII / / / - 1, \ -,--- --- - - - ,� -_ ,-- , ,�,� , / , �"\t, V \, Ix \ ". I 11, ,,� ,- , I / . ,_� __ I- �,, - - - , , > '.��, -, 1 I , , /, , '-� I ,A 1�\ I \ '� 1� \ 11 \ 1\ \ \ , , -1 - I I . "I, � , �, 1_�, D.A. - 2.26 AC \ \ _/ 11 ) � \ ; 1/, , / �_ - - - � �_ I � , " .- /,�� ,-- "I . -� , /., - -) ,' '� L, -'- , . , , , " \ \ \ \ \ � \ \ V` /'�� .1 / / / ( I I / - F, 11 \ / 1) \ J1, // , I- - ,� - " >1 7, ,X\ , -,,� "\ 11 1// -7 - ;�-, -___r __.-� I _�� ,ZZ , , , "'Ie" /. 1<1 \ I � , - - - /­�, , " - / / ( �- - -- ,:� - 1, /_,<'­\ ,,'�_ / , "4"- �� --� - - y \�,' I / \ __ - -�, ­1�11- I 11 , - � / /-- __ �, - - -_ , ,, �, ,,\ ., " , \\I," \� ��, - - LOCACTION / \ \ \ - - � J,/// . / � \_ I - ,,/ / 1� - - - /' -, I " \'' �---/ _.�,\ 1> / , ��', �,�- "�_,�� ,\ ) I x I / "' ),�� ��, ' - - —, / _1��,_ - -, , 111\/N\ '��, \ , M0kT9 \- / /, / / "I ,,, "-,z, / / / I � " ( ( / - - ___ ,/-' � I--,,\ 111�6r �,x 1�/ , I \" 11 \ \ \ I / /// __Ix" _\ " " _�,_ — , " , , "" , " X, �-*\"`\"/I , - '' \ , -�, "', N, " spftQ // / ) \ \ / ) \ W \ " , , , " � \ \ e-_- "\\ ­ _\ , , I I ""I ­', " . , " 1_11 I -_ r,*1 I 11`Z / / 1_� / �1/ I _'A�"�� _', �,�>,� "I \ \11 V \," -_ ,_ \ "I' ,. _�,<7� �> - z �� '� , , / 11 /' 1, , , ��/�/ - "I 1�1 11 1-11 \ ___ - / / 7 1 " \ / . ,/ , � � " _�,_ --17 ,1P -', -- \��` N>- \, - - 11 , / / - � 7, \1 I - �< I I , , 1 '7/-,7- � , ., , I . - � - � - I/ I . . ... .... I /­. , , , \ " - I `� � '11� - -_% 88-ir42- . - __ / ,/ / ", - - - X � Ix 'I _11�1 , I \ �< -, �, \ _j �, - . j - - - 1� / \ - "�r �,, ,5� , , 1_�_ -1 1\ N \ ..� I " - - - - I " I , .-: - / - " )", I" -� _�, " / /` > , I X. I 1*� NOI 44I I- - - - I--*. "I \\ -, -, / ( , , \" \ -N I /\ \, I "I - PROJ \ I - — — o I , ,,�� ,,, — I I / - — ; �' , " " 7 , I \ ,/ " " "I 1 39 , / / / / - - , , �/ - _�,\ 11 �, " " \ I ,�/ / / , I . " > _�11 , , � 1�1 , __ / /� , -, ,,\, ��, , / N ( \ I / , , "I 11 Ilx1_1�1_ 7- I />"\ Aw ;4 1 1� _-�� -- �- ,,,�, ", �, _� \ I ,�1� 1� __�, _, -,.,L, /, �, / , / , , 51,\ - '-"\ �\ "I ;�� " , , . , , I �,,�'��,, \� �_ / , "I ,\ I r - - 11 1/ K�.171t��,,,�. / OI IX \� " \ � ,0' / / I \ \� \ / - - - --- ,,, , , orsircir -,-, , I I X 7 7 77 -,7 / 7,5�r \ 77 ,7 �, - / 7 - \ \ \ - / \-/ � ' ,_ , . \ \ " — , /, \, \ \ I I � ) / _,_ --- // // . __ / DIME � ___ /-., /\-";"�� \ \ \ I N \ \ 1 - - - -11 - , - - > .. - / I TRAP 3 UTI ZE EX \1 N - - - - , "" - ` ->.�) DR FOR � __ /' I - __ __ � \ <_��'_zl% I \ I �\ \ \ ) / z --- �_ _,*- - - - - - - - - - \ \ / D.A. - 2.85 AC � - - "­ , "' \ \ \ I \ //ll, /,-, ,---, -_ ,�_ -_ ____ -_ -_ - - - I - - I ,,,�,� I -L , \ \ � / / "I 11, - - I \ \ - - If / .vl I I \ I ,_ - _� ----___.____ . -_ , � \ \ STAG 1 \ III , _____ I \ / "I , \ .......N - - wiliIIIIIIIIIIIIIIIII" "I - - - - --a-- I I I / �,,, �`\\ ) \ \�\ I/ I / 11 , ... L . / \ � ACCES \ ,11 \ - , �\ ,� \ \ \ cov IPE \ \ \ \1 - I I - , �, ->0 \ I_ __ -11, 1 53.4' , - - ------------_ __ / / ,/ / 11 - 1� � \\ \ \\\ I / � -_ - - ------ - - - - - - EXI RING DI ED \ , \ < N 1 \ - � � / / / � 11 Xx ,�� I � I,- I - - - _-� � //' I , " , ,� � / / _./ �/ 11 - - ----.- I "��PR 0 \ I I \ ? /� / - , "" /, 11 " , \ \ \ � I -e / I �, , - I / 1� , \\\ x \ � / / -_ U !6 _IVERSI - � I / \ I , / / I 1 *414 �_ -_ -_ - ______ ) AN - -1 "I __1 ) �), �/ / / / __.- - -1 \ \ --, \ \\\ I 11 / / I/ / �_ I - - - - - - / ) To -600 1 I __ /I \ \ /' , N /\) .\ I- III � I / / / Z�*�I"�­_ - f/ :\-","\/ / I - , / /0 1 \\ - - ___ �_ .- I I `\ D I ,� - - - ) I/ , k��) ,\\ - "' N A ,� " " - \ \ � j � / / / /I "I I- - - - ( 1 , ( I 0 , - I I I r / I 1, - __ - � (I � - - 1�1 - 1___1 \ \ \ '. 11 / I I \ . I I I / / / / ,_ - — _11\ ----. 1 / I I I I I -I/- 1 / / - -- -- _, � , \ I a / / / /I _,_� -- - - ___ -_ - - - I - / / / / 1 I ) PROV16E\ \ \ \ \ I � I ) I r- I" - / III \ I I � \ I - - ____ - . __-.1 I I �, � I 0 . z __� I / / I / // - I , I OR \ \ I I I J,f \ I / / / / I--, - - SOIL DMDE / / / \ VEHICLE \ \ I/ I \ I � I If / / / - / I _�_ "I 1 \ I I � I I / / / / / / 1-1 1� - - -------- -- ­ _j // I I I WASHING , \ \ I I ) - I / 11 11 - 1 i \ \ \ rrllr / _� ,/ ,� ,\ , ,\ , -,* \ / / - - I ( 1111� 1-1 \ � \ I I \ I \, \ ), \ IV - �_ -11 "I ) \\ \ \ \ q J/ //) ., ,/ - - II, 1\ \,I,\ \ \ x I ��xl,lx � \ � I / /' "' -- ) I I I I 0 \ \ \ I � I - \/ I ,� I I / / / 11 I I � I f I \ \ V \ \ II SE��!T) \ ,\ \ \ \ \ \ \1 ////r / I ) .11 - \\\ \ , , \ ,\/ - \ \ \ / /I 11 11 1� ,_ \ \ \ If I \ I \ f. I TRAPO \ I I \ I /- / \ \ (,),X\ \ I / / - I- - \ I I _- \ \ /I \ \\\\\ � � ) \\\ \\\\// � \ \ / - � ,= - -'\ \ \ �I, I / I/\ \ If / I "I - � I ___ \ I I - I( I----- "I \'\\v\,�/,/ t( - - �\ \ \ \ . I/ I \ � � � �, \ / \ - - - 11 I/ -\\\\\ \ \ \ \ I I / 11 ----. I N/ J. I., ( I I I I I � If I//// -__ " ,,, \1 � \ I I / ,­� -_ � ( \ \ I I / I / I I , � - /# / - Olt - \ \\ \,\ I I / / / � - - - �, \� I \ I \ I I I I � , 16;q( 0. \\ , \ \ . \ \ - 9 .1/ f \ 7 / 'i ST0604LE .1 / 1\1 \ 1\ \ ,\ \ \ \ \ \ I f / z_) / - - - - - - - - I \\", - ( I /1, I .11.%, � I I I I I I / / /�) � \ ,� --- / / j ) -_ ,_ I \\ \ \ \ I - - - - <1 \ � I ) / I \ \ /11 1-1 .V'I " I- I \ ,is I - ) / j / 1 I I I I I I I "I �, �, ,� --T- 7- r I - - I :Is -7'/ --is' 1*_�_ - --- \ \ I I I I I I \ \1 / / \ � / z ___ \ N -_ 1% I \ \ \ - \ USF / \1 / - � I I I I \ 4000F i I- "I \ , % I \ \ __ I I I I � \ " I ,� / , / 1\ I \\\ ,\ %\ \\ \, �­ � - I 1� \ \ �\ \ \ , I � � . / .// / /I __ - -_ ,_ 1) I � ) / / � � I N N I - \ \1 7 \\, \ i I - \ 1 I I 8 I I I - I '�_, , \, " '-, , \ \ \ i - , 11 \ I 11 �O I , .- _// /f / / / / / 11 � \ � ( . �__# I , �, N ',� I N�l - - - � �, � \ \ \ \ \ \ \ . opsbIL I / / / I., `IIIIIII, //' // I \ � � , I/ / / I - - - , '� - �_ \ \ \ Tockpi 36 / - - 1� - \1 j I IJ - \ I / / _j/ / 11 \ .) /I Sfk- - I , .�, - _� . - I- \ L \ \ \ \ \ if / --- I-, '_1 --- r ( I \ � � '� I / / /,- � \ ) 1 "I \ \ I / I \ � \ I / I I I - -�-�.'- .. I I I I I + �, �_.. - %_--y . I / - 11 - I . '_ - I I I I I - 11 lz­� - \ \ ( /� - -_ , ) \ \ 11 NO : / / I- -_ I- \ \ -'- -_ -I----- \ \ \ 1 ) - - --- ­_ - � N\ ( �_ - � /'� \ If ' 0 - #3 SMALL ( / N ISF I �_ %-, \ / - . - 1_� I T I I /` �/ 9 / �p � I I I I',, �, __ ,_ - �, "I ,_ - ... I "I 1 x \ I ,_ - -1 - I I If 1XVAE1D CE SITE / ,/ / / I v _� 11 ,_ �, - '11� \ \ \ \ - 110"' 0-1 \ I I I . INLET I / / . / / I I I I / _� - - - ___� '_� -_ I '1� III, \ \ / / I SEEDING,ON ) / //,� /I / ( / I I I t \ � I / _� __,_ ___1 '_ � �_ ____ _N \ `,N \ \ \ � ( / ____ lill W. i -w I I I N, �, "I ___11 j / / - ) / I, \ \ TRAP I �, - - -- ,_ ,_ � -_ - - _� � -_ I \ -, � I \ \ / --- -_ 0 \ -Vcjg- w" RbADs AND I / // / , -_ / � � \ D.A. �- 2.4 i - - - - � -11 N�l - �_ 1_. \ \ \ \ � \ 1� \ t I I i 1 �;RBI�G, ETd. IS IN . I- � - / / f I � \ 1ExISTm / � -_ �, 1� "I �1_1 - - - , _�,_ - ,_ N� \ \ \ \\ I N \ \ \ \ \ \ 1\ \ \ "III, \ --% 1 I CES IN ORDER TO �/�//// . ------- /- / / / I I � � \ tREELINE '\ - - \ '\ - - - - _� \ \ \ \ \ � \ I I I 11 LOW THE HEDGEROW , " /� - - / - , It a "s '� - II \ \ OI 240 TO BE I / /E� �_ ____ \ \ ly/ / / &/1 I I \ � � - I/ / / I \ \ - - � ;;41 --Cl - \ \ \ � G ____ ,,/ / / ( / / I � \ \ \ \ - - - - - - DISTURBANCE -\ ' , . - I \ 1\ \ I- , IN "' 11-1 \ I- \ __ __ \ I L. � I- - DON AS , , - _� '/Az�j \ \ \ \\ \ , - - I ell 17111-- ". �, � \ j kFFE*i SENT 0 DISTUR , _ I "", \ I i.111 i � ---_-�_-_�..I _- -/ / ) I - � --- -- - - _.Z_ -_ - I . " ///!, // , , _� 11 I/ / \ 1- - - - __ � '141111 Tp Ip-%"Aq-_ ----.N-. 1'$ -.a;- �_ ". I , I \ \, � \ \�, "I \ ,,, "I ", �, -_ — -�d- rvvoi- ------a— ) I I I I I \ /, / gtOrUWE I T)/ / /I / , -L. - - __z - - - 1� \ "I ,_ - - Y -I\ \ N - ', ­_ A -I...." \ - I � . ) " J,J m=1i'm . -A - m I 01 - � --,Kzl — TP-----' �, _­�_- -_.�-_ - - _­" I --sww%%_mI momahmArl- k - — -7 — - ,C) ........ �',' ,:::�� I'll, I I / I , \1 \ r X ", " m 'r - -= I- \1 __-1 N — - — — — — , "I — — — — �_ \ = .: — — I- ( . I "- - � � _7 - - 1111ff - = . _8_wfm97W?,F7%MQ- 77 I I STAGE I I I m" .. — '_ I 11 - _-__C_7 7 1 -1 U1.01 __ . - m I .-AVA-_11 ___� I i ,I- 1.4 — SWII "KII'MIKIII10-LAT) I - ,% - f 11 I I 1 -%4 1 1 11� -- --.---- ....... - - - !�,,!�,,"o 11 1\ I "I _.X _7��,�:_, _, 1, �< 1�1 1\ -- A�__�_, " _ I _�,_, I N , __ � " ,:)� 71-1 , I- , I/ �� ,_,� _,�\ _-­ - - - // * I ,"- \ - - - , I /I \ , I I , " I - \z . " -,,,, _­." _,� 1� \ 1-1 \ \ \ I\, I \ \ \ I \ --- - X// / / ,` , -��1,14_11 _.`!�. _,�\ ,�, -1- � I \ 1\ I / ; I / \ \ \ - / . �� __ , -1 " - , - 'f I �, , - , \ \ / '!��,-/ �>� -, \ \ \ - - I If / _,�.� tt-!-- - 11\ " 1, 1 / \ \ 1-// - - - - - - - - - - IF /, / --,'- >-" / I - - I , / 7� - , 7 ", - �, , -\- N, \ \ / I - _- \-, \ \ \ / / I \ �/,' N , I I ---------------------- - - I 1, , " 1, ­_moiI­ , �Z 1\ I 1\ / -I- - __41 ,� - .1 t -x"' ­-_ - I N, _<\ ,, \ / - - - - - _� , -, , ,�,�,�� � "_ , ­ 1\ , -\ 's, - I I � I - , ., � -1 I -, N ' ' � \ I . - , ,- , I ;,�, - , " ",�,_, , ­\, , ", - ' I ---- /4/, ,--N,\- 74w 1, , X- <1 I �> " 1, " ,,,,- -,�, /,,�, ,\, \\\\ \ ' \ - ' � \ // / / /'/ / .- - - I I , \ '' \'\ - ' -'--'b I FFER(HATCHED\ "\ - _1/ \ ) / / // - - / /­ / / 11 // / - - . I ; �1� " ­ 1`� �,., ", -� ", \ 1\ '\\ \ I \ \ \ I - / I I "-- - - - - `111 ­_ - -- - _�_ 1\ / I - - \ \, I ( / /- z// / / ( / - - _,�__��. I _11 , - 11 , " ,,<, " -*, I I 1\ "I '\ \ \ / I / \ \1001 \ \ / / / /--,,�, ,// / / pf/( III 111, . // /I - \ " - ,\7,-��'kl� I,'- I --/, 1. 't� __ N , ,� ­', --,� , ,�, `�\,, \��- \ / / 0 \ 25' w \ - Z 1�; �'N,�"_ 11,x 1, �,\ , - ", -L_� I I 1_`�' , �, "� " "I, I 111� ,% - -"00, , /I __ - - - ) ,� - I � �� "'. , , �� ,\�, \ X� - -, \ ESEW,TS PORTIO04 % \ \ / / \ \ � _,"I., .1 Iz. - __�,\ -- �,� �, ��, , �, - "", ,N " ,,> , ", NOT T Df$TUIRBED) � �, I \ / / ( I / - -� / / -4,11 / -_ - - _\ 1\ 11 __ ,I- I I - /1, , t Is. , � \N­,.� ( \ / ,- / / f I �) / / �_ \ 1 .1 \j , , � \, , � I N"/ \, ,, ,,�� , \ ) \ / , \ ,4 ,\ _.- / 'IF / - --:�,�,_ /"" X, ;", �/,�', /,�, " - , , N71_�, /\' _�', \,\ ,'��, )<1 '1� \ \ � 11 ( ( I `­ '_ I / \ / ) --, I I I /, , , , ,.,�, , " , I , " '\ � \ / \ \ \ \ % If _� , , "-, 11 ( I � I I -1 / ( ) I I / / / / / - / � 1� X -­` A', , , ,_2� 7,.,'�,��\, " " 1, \ " \ " N. -, \ -\ \ / If \ \ " - , ,.! " , ", , , , . -1 . I ;,�_, ?, � . ", 'I, X 1\ \ / \,, " \", , ,. I �� 'x/ I , I X I �1 ".. X ,',�, , N " "N,� \�, IN '��` , \N � \ 711 ? . - � I- I / / I ( 1) ,:;;*-�......17,..�.7��-���,.,..-7,�, , >, I \ \ )i \ / . IN I ) I I / / f/ If / I - , �X' ), , I \ \ / j \ \ \ � I I / ) I ��-'1'Z \ / // I/ ( - 11 __ I- _, x, , - , ,/�� *t < ", ,<\:,�\,� - \\\ I /( I \ - __ � ___ - - - , , >:�', " , / ,z =1 I I �, / \ � / _. - -1 7 ,, -'/;- , __ . - 1,1 ��<,,,,- , 11 -,,, -\ \ "I '1� _*_1 / / 1\ / �,�11� - .- -11 1� I- I- --,,-�;%, , 11 - " I 1\ I ,�;`I / "I N \ \ - , -:�"' I �,' - - / � \/?/�/ / / / __ - - - � _�� ,, . � , , " -\ \_ -� \ \ 1 \ TO PS , , I \ - I , �\ \ I/ ��-- ,� ",<,-.�:, ',�,,­ ", , - , - , , -�kl I I - ,� --- 11 l\'_1 " " - - - - // I , 1 ,_ - - - / -- —T,��,�/, '� I I _� - ,�, " �, " \�� , \--,. , ­ " \->, x " "I "I , -_ � \ \ \ I "I 1 / / " - I ,.�_� 7 -�_ ,\ A / " /` \ - , , - -- - III _1;1.1v1 \, -­<�, j // // /// 1, �/ I I � \, - - �, 1-1 �, - - Now , I " 1, I . "/, " \ \ \ - / / I 11 c " I-- �, , I �/ �� - I // / , , / 1. I I I / , "I N, I N/1 j \ \ \ �,, - �'// / / / I I / I \ 'I-- - I I ,�r�_ ", , ,� -, - 'I.- _��,_ �--:,�,- __�,_,,L,,, �, \,�,,, , \s , 1\ ',�' V I " - , '11� I., 1�, -_ , �, 1� "I \-"- ,--, (- -� \\ \ � \ \,, � ,�,, , I �,,­-� "', , y I _II ,�,�, 11 ", ,,, ­\ ­ X_ 1, , , `\ �, , , , ,­�- / _� ,- -' ", -4 -, , \�, "' , " "N ,/, , �� �, '*1 1� "I , 1� I 1_� , ,� - `' I7 -, , I I , ��_ I '� - , -_, , , \ 11 - -�. I- , - __ t I / / , -, " , � --��,/ -�-,- , I I 0,�, � 1>� � I / -\ - -="!-- > , _��' "I \ _(I / I / � - � _:� � 1\ -_ � ( _��Z. , ,��1, �/ , , ,� \ 1 � \ \ I _ __ __ - / 4p/ ,_ / ( - - - - " I- / I / I I � , _:�, �, , I "' " \ N/ , \ , N � 1\ -'S 88-1 r42' W � 6C 461AW (PROJECT) \ \ —A \ . - ��,,<�-I' '"Sp - , - � " 1, I I 1, �11 I , \ \ , I\:,, 1\�,"/ " 1\ "I 'I'll " 1\ " �, __ - - ) / - / _� / / / - " ,,��- �� , � , - I . I _. 'I- "I - 1, " �� > , , I I _\ 30 28' � -imb-- __ - - - - UPI -\ \ / I ,� ,/ / - - " \ �, , , — - 11, ', _7�- - 'JI , , '' '<1\ 11 1\ -,, -, 11 - - __ I � / / '1� _1\ --, - - � I - _1 - I I " - I \, I 1, 1, , .�� I , , , , 1� I I `1\ \ � - , I I I - , <1 "I I , 7--- �,/\` _� - - 1, >11�'I'll.\'I , 'AL ,o� -_ t 1"bpi U$HfAjia ' ,,_ ,�, (PROT) - I N \'�,� I " - . I � � I _. 11 - , - _1 �� ,X - z� I < I- , , , I . _'4, ,--7; /, /�,� ^� , , ,,, � Y_ , Y, 1, / \ � '� - I , , ­ ___ - I "I " I 7 . \1 dvwkIII�/ 11, ." � " I -/, \/ \ / *;,/ , , > , _� 1'� �� I '\ - - I/ 'I-, -, \1 2LW&4.Rv 1.6,� , , wl'i!"� , � __ ,�, '10x - " 11 - * ( I I 1*!/ / I" 1\ ,�, % \ \ I I I'll "I "I, "I I I � I _'_�" ", ''.,-, Z��,, w0;*-'-�iIiW_-1)-(7m,_-t.�-­ — " - - .�e , - - 4\0r�sor �,, ,pm / t- - - "I \ �, , - I 1. -_ " r'�",' ,/1 - ..�O� - I . . It I I ,;�' .'�­ /, __�'\ I /_', -z,- - - \ \ 1\ /I I � I I 11 1\ "' _' 7 I -11 I�L I I I I 1, ;___71'IK r-17- I \ \ 2 \ \ - \ . _\ I �, 77 � I I \ ,$ _1� _\ S\ / / 4 - I " " "I - - :-� \ � 4� . - , \ , 7� 1 . \ - k./ \ \' , I , ,!' �- �; / \ \ \ \ . \ - — - ' , ,r �-7-- .. I - -_ -_ - I - 1�, ��,� /'­' \ I I \, , - pq PI-Illp- Fr- If, - I ��--s- - - . I I 9 11�N11` \ I-- ____1 \ � � I I 114, \ \ � .� -_ - �= 1\ 1`0 \ I - I - _�TI!7�i_ ,- \ '� \ \ '\ \ \ I \ � \ \ \ / %% /,��­/\, \\ \ � Z:2 � T,P_,. / ) � 1_1 , - \ \ 1 -7,5 1z - ±� . \ \ \\ \ \ \ � \\ \ - / / - \\ 1 I \ \* , I -4----, -8 Imo... - -.�) \ / \ �_ � ______ , , \ \ \ .— — **�� — — — — _..4 - / / I - ,,, , ,� \\\\ \ \ / / �, x 1-1 ", I z - \ \ \ I � / / -, " \ - - - ,�,� ""_\ ) I/ / "' / / / I- N-.-.. . L \ I I \ \ \ � /_ I '' � '�' I 11 ., — 11� I \ - - - _-� / / ( - - - - " " 11\11 \' \ \ \ ", � 11 ,/ / -, ----.- - - LWN -N\ \ I \ - - - - - // \ ) / / 11 z _1 ------------_ I/ - . " \ __" — _f__7 \ I I �_ - ,� / // - - - I- \ .�,� - /\ \ \V \ I ) / / / -�_------- -- _ - --jaw" __ -'11 \ \ — ___I� _w I -1 , � '. 1 , //� / /' - " \' . ) \ \ / w T(5 TS PS MU - w w � , \, A ,\, \\ / / / / "I - - - - - - - \ - _ �� I / ) I , / , \111�888_9) -_ � p � / / - I \ N d - \ \ x � III, � / / _/ - - I/ \ / Ip q1c - 1> I \1 - - / / - �_ ,\ \ 1�1\ I I \ \ / / / I/ / /I -, �_ - - - - - _ - - --, IP '1> < I ) ) .1 4F ) \ , \ \11. \ \ I / -. � \,_,,il / ',�\ , ,,v . , k /.&,/ / - . ) � I � - I � I -, , � ( / 16 __`1 \ \ . 1, 1 \ I- __ � \ 'II, � I / / / , -1 - ___ - ____�____� \ I I Al��A=�mrl I I- .\ � I ,\,\ \ e " X'�\'� L � � � � � / - 1 �' 11, I J � , - I / _­ )\\ I I � I I /_rl C�' c- -L_ - - - - r- (/ ( / / __ - - - \ \ v \ / I I / 110-1 I � L ­ . I IL / 7-*) Ip) I I I � � I // '/1 ,,, I __'. \ / / � / I If \ /,\ /\ - 11� I � \ I I � 11L , / j I 1 1 1 1 \ \// ,_ \ \ \ 1, , � I - I r- - , j \ \ \ I I / w > - - . \ , , 1� / - --- -- \ ,\A , �, �, L,\, / W" ____ _4� Z I ­_ ) q \ I I ,_ ( �/'./ / / -, - I/ p U \ \ N / I � � � � I Ip / / —, -yv w I I \ \ \ \ \ ) I \ � � I/ / - - - I I \ , - . / �m_ - -- - - --- -- '\ � I I I / \ \,\\ `�X\\_ I \ \ \ \ \ \ � r -K J /�,/- , , / / \ \ \ -,\ \' ., ,<\� I I I �, � I \ \ I \ I - / 10� — il / \ \ >� x -- XX I , 14- \ \ � \ I - \ \ k/ " � I z /I I I �== \ \ \ I \\\ ill ­0 / I/ /I-- ___ I - - \ \ \ ,<, \,-.-., 1_ ( , - I ( I 0 :� \ \ \ \ � I �­ \ \ I I 1� I I \\ \ \ \ 1\ // ///) / I I / �, \ \ \ \ N . A ) � - I I / k! 1) k \I I I \\\\\, \1_/f/ / I/ \ \ 1, \ \ / \ I , \ )l / ( I--,' --I- 11 v \ \ \\\\\ \ \ \ \\ I E)(�) ... (s I- .. I k\ \ I I /'\� 11 I �� I � � �, \� � � //� I, I,- \ X 1\ I 41 1, \ / � I I "I I \ I If \ I I � I I \\,-- � I \ * \ I ( ) / I � \ � I I . -- Ip I/ I / I 1// �' � \ \,_�,x P. 11 \ -, " \, \ I I, \ \ \ / / / \ i� I If I I I / / / ) ) � ) "I 1\ -__ TO \ I 9 I , III \ - I I I � � \ \ ) / ) / / / // 0, , \ � I \ j /11 I- _-1 . 1-1, 1� -, I , - / I / I j I 8 � 1\ 1\ \ I I I I I I I I - . / �_ \ I (I \\ / / , / I f \,, \ \ _k, / k \ \1 / / , / - If / / I ) I _� I I I I I \ 1 / ", / / (( I \ \ (t) TP I I I � 1vv - /I / I I � / / ( ­ �\ - \ \ \ 7 \ / / �-_ ..A� .-I . _­/ )/ / � �\ " -Z'.Aj;�T \, � L \ / � 1� -1 / / / ) 1-__j I I - \ \ �_ - -_ 7 1 1 _� � \ \ / IT I J I 11 --- - � � / // / I \\ ( I \*. \ \ \ \ \ I / / 11 / / �/ Lw w w ___t1_ I / / / _/ / // / / \ I -- 11111111111111 -1 - i-111 � A , — � - -S - _� ,_ \V \ \ \ \ I / / / / TO TS MU - I III, A --I %It - vv I / / / / /I, - / � � \ ) I 1�1 - - - �_ I \ I / I \ Lj% � ( IpNim 11 / / I I ) / ) I I I f I I I __ _____,L� - - '_1 � I ,-, _- DC \ �/ i / / / � O/ ) � / I I I I I I Ki:�7 '\1 - - _� - - N JkL- - � I ( / / - _') / I I I _� - - 1� \ N.,- -, -_ rQL , - - / / __ ( / _� 1-1 / / i \ I I I I I � -_ *11� - 1� -_ '\ _� .. \ \ \ - I - - - - - , *1\ / / ______ . I / / / / / - � f �/ 8 I I I 9 I I I cp 1\ -_ -_ ____ -_ �, . - - , \ '\ \ \ lk 11 \ ___11 / �, -1 \ I / I / f ////// / I I ( / ( , - - -1 -_ �_, _� " - ,_ -'�-,, \ _r -j I IA7; \8 / - / I., / I I I 1, / / / // / I - . I A 1-1-1 r / I / � / / // / � I _�� - - - , 1__-1 1� - I I " I I I TA '_ - - - _� I I I ,"' ) j / ) / / _� J/'/' / Ill / I I ( I I � I , I I � � \ \ \/ I I I / &H)8(�� ___- - - �_ __ � " '� -1 I- - � , , __ --- -1-1 \ I N \ \ / 0 - - \ I I I / ) j / //. ,, __1 - - - / / / r / \ \ col 'I I / - - - - , \\ \�, - - - , �_ - � \ \ \ \ \ \ \ \ \ \ � 1 x I � I I I I ( I � - - - I � \ \ \ \ - - - - - TO TS TO TS I j I \ ,( 0) Il/!// // / / , � � - \ \ \ \ x \ \ I- I \ I \ � \ � / I I I � ' \ ) I / - � - -_ I \ I I \ � \ \ I - -_ I - I 11 _�__ -:7 ' \ __�� � ____ - -\ zz\1 \ 1\ - - - /----,- \ \ T9 \ 1\ �_ \ � \ \ I\- Ts MU /- -11 / I � I \ a _=�=_rs &�_ - - '\ 1� 11 - - - \ \ �� "I "I � \ \ / / I �'�' - - - -1 / \\ \ Ar 1 -0 - - '1� �_ ___�_1�-___ - �1� \\<.�, \ , \ -, -1 I,/ // / ,,l / / I \\\ I , DISTURBANCE �\ "I �, _ \ \ \ 11� "I\ 7\ \/// j __ - - - - - - -, �_ - \ - ... \ 1� � _____ / k I I \\ - TP -TP - , , __� \, -\ -\, --- I ------- -I 11 - _� - - - '1� \ \- / / /;/// �-_--MI -!-TP-'1p-----'41__ lt�_�� - \ \ , ) \ / / // _-I - -/ -j- \ :�� _yp-Tp- - - "I - � -I_ , � I I / I \ �� I I I ;I ) / - - - " - _., - I I..,,i�I,., - \1 I- '/ / ll7/', /I s El 77 1 1 1 — I x I ) \ _�_ - \ - - - I'-- - ---- - N ---- - - - - - -----'k- TP S S � / Ill / I . ) ) \ I - - ------ � I mv,� (PLAIn I / -7 - - �.,_ - -_ --- ' I I - - I I 9"Q I m � " - ::� \ , Y_�� � - - - ISKI ("Kainmor) 4L31- OEI I . W7V _41 - - - ­_ -.M-- ,=_� __-.9'_ __;_ - _::�_____,_ - - ... - _____ -- _L_ - - - - - _;.�---tTp I / ) - \ 07 0 m = � . , PC.. I- __ I- �, ­% - \ - - - I- I- - -, "I - - 1I V sw cm � __ - - - - - -- %-!:-L � I , � ! I P.!._,"� ,I"'I" T "I"I"I"I" ..77r—' — — — — , - _/ --:-,- ,;7- , A /�; �011' j _,; --% ­=_ / ____ -� = m �, Cn —�, ____� ==t�Q!c; -- " - *1 I _� - *� "I L4w -warl-mr7fummomm) I / \_ - -- � /?�'/,/// I \1 . - - � I 1\"� )1' -_ - - �_ - t� - _\ am � so \ �11_ i. mt�_`I 1140111.1111 VSNA"#%�� % -N. ( I A i j I I ( / IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII STAGE 2 - 1�1, I -Z� �__, , - . \ (") _. .. A .^- . . A I,. P -11I . . 1 .4 ^\�-_� - -h t I 11 STAGE 1 SEQUENCE NOTES mmc� ACCURRACY AND CONFORMANCE WITH APPROVED SITE PLANS. NOTIFY LANDSCAPE ARCHITECT FOR FINAL INSPE CONTRACTOR TO VERIFY I 1. INSTALL DIVERSION DIKE AT LIMITS OF POND RPA WHERE TOWNHOUSES ARE PROPOSE& DIRECT RUNOFF TO TEMPORARY CHANNEL TO BE - 1 . ALL TREE PROTECTION IS TO BE INSTALLED PRIOR TO GRADING. IF NECESSARY, SURVEYOR WILL BE RETAINED BY STAGE 2 SEQUENCE NOTES ACTIVITIES. CTION PRIOR TO ON-SITE CONSTRUCTED BETWEEN DIKE AND POND. 1. PERFORM WATERLINE JACK & BORE UNDER ROUTE 240. 12. PERFORM MASS GRADING OF REARMOST 25% OF SITE. ESTABLISH TOPSOIL STOCKPILE AREA OF FUTURE TRAFFIC ISLAND. ONCE 2. BEGIN WHOLESALE INSTALLATION OF ON-SITE UTILITIES AND CONDUIT. 2. CLEAR ALL VEGETATION ALONG PROPERTY'S FRONTAGE WITH ROUTE 240. DO NOT PERFORM GRUBBING OR OTHER SOIL DISTURBANCE COMPLETE, SURROUND WITH SILT FENCE. ACTIVITIES AT THIS TIME. 13. INSTALL DIVERSION DIKE AT LIMITS OF POND RPA IN MIDDLE OF SITE. ENSURE THAT PR OSED SANITARY SEWER MAIN TO PHASE 2 3. INSTALL INLET PROTECTION ON ALL STORM DRAIN INLETS AFTER CONFIRMING PRECISE PLACEMENT. 3. INSTALL CONSTRUCTION ENTRANCE AT TOP OF EXISTING DRIVEWAY ADJACENT TO TURN -AROUND. LOCATE EXTERIOR WATER SOURCE WICKHAM POND IS WITHIN DIKE LIMITS. PROVIDE CHANNEL FROM DIKE LOW POINT TO D TO CONVEY RUNOFF THROUGH SENSITIVE TO SERVE AS STAGE 1 CONNECTION BETWEEN CONSTRUCTION ENTRANCE AND ROUTE 240. 1 EWAY AREA. V 4. BEGIN INSTALLATION OF CURBING, HC RAMPS, AND DRIVEWAY ENTRANCES. BACKFILL WITH COMPACTED SOIL BEHIND CURB. NEAR EXISTING FARM HOUSE AND USE TO ESTABLISH WASHDOWN FACILITIES AT CONSTRUCTION ENTRANCE. EXISTING PAVED DR 14. INSTALL ROADSIDE RETAINING WALL AT POND. 5. HAVE ELECTRIC, CABLE AND TELEPHONE COMPANY BEGIN INSTALLATION OF THEIR UTILITY MAINS AND MAJOR INFRASTRUCTURE. 4. HAVE SURVEYOR FLAG ALL BUFFER LIMITS ON EAST AND WEST SIDE OF PROPERTY. INSTALL MEASURES THAT WILL BOTH DELINEATE THESE 6. CONTRACTOR TO DECIDE WHETHER TO INSTALL STONE AS CONSTRUCTION ROAD STABILIZATION OR TO PLACE PERMANENT STONE BASE LIMITS AND PREVENT INTRUSION INTO THESE AREAS BY NORMAL CONSTRUCTION PRACTICES. NOTE THAT WORK IN AND AROUND POND 15. INSTALL MAIN CULVERT RUN THAT CARRIES RUNOFF FROM THE HIGHLANDS SUBDAASI THROUGH SUBJECT SITE TO RETAINING WALL. FOR ROAD AND FIRST LIFT OF ASPHALT. IF ONLY GRAVEL IS TO PLACED, APPLY DUST CONTROL WHENEVER NECESSARY, REQUIRE LAND DISTURBANCE BEYOND THESE LIMITS. INSTALL TREE PROTECTION AROUND TREES SPECIFIED TO BE SAVED. PROVIDE INLET PROTECTION AT INLET LOCATED CLOSEST TO MIDDLE OF HIGH SIDE OF LL. 5. INSTALL ROBUST INLET PROTECTION AT EXISTING CULVERT UNDER RAILROAD. BEGIN JACK & BORE EFFORTS FOR ANY NEW CULVERT 16. INSTALL SEDIMENT TRAP 2 AND ASSOCIATED DIVERSION DIKE WITHIN SWALE ON WEST E OF PROPERTY ADJACENT TO PROPERTY LINE. 7. BEGIN HOME CONSTRUCTION. INSTALLATION AT THIS TIME. PROVIDE SILT FENCE BEYOND/BELOWWORK LIMITS ON OPPOSITE SIDE OF RAILROAD IF NECESSARY. 17. BEGIN GRADING OF CENTRAL PORTION OF SITE. ESTABLISH TOPSOIL STOCKPILE WITH URE PARK SITE IN CENTRAL AREA. ONCE 8. BEGIN OFFSITE ROAD IMPROVEMENTS. 6. DECOMMISSION EXISTING POND. DRAIN, REMOVE DAM, PIPES, DOCK, AND SILT DEPOSITS. COMPLETE, SURROUND WITH SILT FENCE. 9. AS BUILDINGS IN EACH SECTION NEAR COMPLETION, BEGIN PLACEMENT OF SIDEWALKS, DRIVEWAYS, PATHS, AND TRAILS. APPLY TOPSOIL 7. BEGIN CLEARING AND GRUBBING ON SITE (NOT ALONG ROUTE 240) AS WELL AS DEMOLITION OF BUILDINGS, POOL, FENCING, AND OTHER SITE 18. COMMENCE GRADING OF AREA IMMEDIATELY BEHIND FARM HOUSE. ESTABLISH TOPSOIL STOCKPILE BEHIND FARMHOUSE. ONCE AROUND ALL COMPLETED AREAS AND BRING TO FINISH GRADE. APPLY PERMANENT SEEDING AND MULCH THROUGHOUT. FEATURES. COMPLETE, SURROUND WITH SILT FENCE. DURING THIS GRADING PERIOD IT IS EXPOCTS ) THAT EXCESS SOIL EXPORT EFFORTSMAY NEED 10. AS TOPSOIL STOCKPILES ARE DEPLETED, REMOVE SURROUNDING SILT FENCE AND ESTABLISH FINAL GRADES. INSTALL ALL RECREATION TO COMMENCE. COORDINATE WITH ENGINEER OF ADJACENT PROPERTY TO MST (W 8. INSTALL NEW STRUCTURE AT INLET OF EXISTING CULVERT UNDER RAILROAD AND TIE IN TO EXISTING CULVERT. INSTALLATION OF EROSION CONTROL MEASURES ON THAT SITE. , CH HAM POND PHASE 2) FOR PLACEMENT OF SOIL AND EQUIPMENT IN THESE AREAS. 9. BEGIN CONSTRUCTION OF NEW DAM AND OUTFALL STRUCTURE. WHEN APPROPRIATE, CONNECT OUTFALL STRUCTURE TO NEW STRUCTURE 19. INSTALL SEDIMENT TRAP 3, ASSOCIATED DIVERSION DIKES, AND SILT FENCE ALONG FRONT, WESTERN LIMITS OF SITE AND ALONG TOP OF 11. BEGIN LANDSCAPE INSTALLATIONS, INCLUDING MITIGATION MEASURES. AT END OF EXISTING RAILROAD CULVERT. PERFORM ALL PROPOSED GRADING ENHANCEMENTS AROUND PERIMETER OF POND. SET-UP UNDISTURBED BANK FRONTING ON ROUTE 240. 12. AS SITE AREAS BECOME STABILIZED, REMOVE EROSION CONTROL MEASURES PER COUNTY AGENT APPROVAL. OUTFALL STRUCTURE SUCH THAT IT AND THE POND MAY SERVE AS LARGE SEDIMENT BASIN DURING CONSTRUCTION. 20. BEGIN GRADING IN FRONT OF FARM HOUSE. MAKE CUTS THROUGH ROADSIDE BANK TO ISTABLISH PROPOSED ENTRANCE LOCATION. 10. INSTALL SEDIMENT TRAP 1 AT END OF FUTURE TOWNHOUSE PARKING LOT TO TREAT RUNOFF THAT IS NOT CAPTURED BY POND. DIVERSION INSTALL NEW CONSTRUCTION ENTRANCE ADJACENT TO ROUTE 240. MAKE ADJUSTMENT1 I TO PROVIDE WASHDOWN AT THIS LOCATION. DIKE RUNNING EAST INTO WOODS BEYOND GRADING LIMITS - PARALLEL WITH RAILROAD. DECOMMISSION TEMPORARY CONSTRUCTION ENTRANCE AND WASHDOWN AREA. DEMO OLD DRIVEWAY AND ASSOCIATED IMPROVEMENTS AND COMPLETE ROUGH GRADING OF SITE. - - - RRA CONCEPTS, P.C. ICIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 . I SCALE: 1"= 50' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: I. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS I — � AN rfgtft reserved. No W of thensw I pm*cMd by this 00pyright (*m, ids", demI sections or debals upwascl on the" p**) may be reproduced, dwVW or ufted In any form or by any means, electronic or mschsrksk including 00ftopying, manning, or by any Other rneeniii of retrieval Wejam wNhout wrftn WfnWsion from Term COM", P.C. Also, ftft plans may not be assigned to a third party wWW ffM Written authicirticatkin of Term Concept, P.C. - 0 TERRA CONCEPTS, P.C. I - SHEET (w OF 42 1 - 1. ALL TREE PROTECTION IS TO BE INSTALLED PRIOR TO GRADING. IF NECESSARY, SURVEYOR WILL BE RETAINED BY CONTRACTOR TO VERIFY ACCURRACY AND CONFORMANCE WITH APPROVED SITE PLANS. 14. A MI IMUM WATER TAP OF V MUST BE INSTALLED WITH A MINIMUM 1' BALLCOCK SHUTOFF VALUE PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING ING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONST EA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM NOTIFY LANDSCAPE ARCHITECT FOR FINAL INSPECTION PRIOR TO ON-SITE ACTIVITIES. N.T.S. ENTERING STORM DRAINS, DITCHES OR WATER COURSES. 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 15. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED WTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VNONIA ION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL 3. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE MEASURE SPECIFIED. WEEK PRIOR TO FINAL INSPECTION. 16 PERMANENT ANDIOR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED T ALL DISTURBED AREAS WI N 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS A FIRST STEP IN CLEARING. SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER T LAN DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT F MORE THAN ONE YEAR. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 17. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE STABILIZED WITH PERMANENT SEEDING IMMEDVI Y FOLLOWING THE CONCLUSION OF CLEARING OPERATIONS. UNLESS 6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR OTHERWISE SPECIFIED, PERMANENT SEEDING WILL BE DONE WITH KENTUCKY 31 FESCUE AND A HURSO CROP OF ANNUAL RYE (INCLUDING LIMING, MULCHING AND FERTILIZING AS SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. REQUIRED) ACCORDING TO E NII S STD. AND SPEC. 3.32 OF THE 1992 EROSION AND SEDIMENT CONT140L . 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING 18. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED ANDIOR THE ESC OFFICER APPROVES RE AL. AUTHORITY. 19. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIME DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS 20. SEDIMENT BUILD-UP IN CULVERTS AND STORM PIPES SHALL BE CLEANED OUT AND PLACED AT A SUIT LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL ACHIEVED. EROSION. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 21. CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENTMEASURES. 10. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. ANY NECESSARY REPAIRS OR 22. CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS ANDIOR OTHOR;EIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUSK,AKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE 11. REFER TO THE ASSOCIATED EROSION 5 SEDIMENT CONTROL NARRATIVE FOR MORE DETAIL INSTRUCTIONS CONCERNING THIS EFFORT. MAINTAINED IN A CLEAN, MUD, AND DUST -FREE CONDITION AT ALL TIMES. 12. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE. 23. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO ISSUANCE OF A GRADING PERMIT. 13. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND/OR CONVERT TO A PERMANENT STRUCTURE ALL EROSION AND SEDMAENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SK;MFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR: 1. THE CONSTRUCTION ENTRANCE SHALL BE KEPT CLEAN AND OPERABLE AT ALL TIMES. PAVED SURFACES WILL BE CLEANED SHOULD THEY EXPERIENCE SEDIMENT DEPOSITS FROM VEHICLES ENTERING OR LEAVING THE WORK LIMITS. 2. SILT FENCE BARRIERS AND SAFETY FENCING WILL BE CHECKED REGULARLY FOR UNDERMINING DETERIORATION OR FAILURE AND REPAIRED AS NECESSARY. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF A SILT FENCE BARRIER. 3. REGARDING PERMANENT AND TEMPORARY STABILIZATION, SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND IS MAINTAINED. AREAS SHALL BE FERTILIZED AND RESEEDED AS DETERMINED NECESSARY BY THE COUNTY AGENT. SOIL DATA 37 D3 - HAYESVILLE CLAY LOAM, 15 TO 25 PERCENT SLOPES, SEVERELY ERODED 36 B - HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES 19 B - CULLEN LOAM, 2 TO 7 PERCENT SLOPES 36 C - HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES Source: Va. DSWC A APlate 3.18-1 Source: Va. DSCW A Plate 3.38-2 SOURCE: VA. DSWC PLATE. 3.14-2 SOURCE: VA. DSWC 4PE OUTLET TO FLAT 6REA WITH NO DEFINED ,HANNEL •ice y��• •i•- •�. • �I� ado (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL d SECTION A -A t 7 - FILTER CLOTH KEY IN s'A"; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. Le IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.1E-3 AND 3.184. 3. d =1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 8 INCHES. PIPE OUTLET CONDITIONS 41 SECTION SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC 70' MIN. EXISTING A 3, PAVEMENT 5:1 i FILTER CLOTH 6" MIN. A (MDPT ON�AL)BERM SIDE ELEVATION EXISTING GROUND � f 12' MIN. B 70' MIN. I-VDOT 01 COURSE I POSITIVE DRAINAGE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE ' MUST EXTEND FULL WIDTH OPERATION AND EGRESS PLAN VIEW RE114rVRLrGLI vrv-�m vrw� CONCRETE SECTION B -B SECTION A -A DRIP LINE SNOW FEI BOARD FE CORRECT METHODS OF TREE FENCING VCE 010110 N5 IaeM V4�!j CORRECT TRUNK ARMORING so 00 TRIANGULAR BOARD FENCE B FENCING AND ARMORING CREST OF EMERGENCY i SPILLWAY DESIGN HIGH SLE (25 -YR. STORM �LEV.) MIN. 1.0' 0.5' MIN. 1.0' RISER CREST 67 C.Y./ AG. I�DEWATERING " DRY " STORAGE • • • DEVICE 67 C.Y./ AC. t- fir. ....................... WET"STORAGE 8®MAJVT CLEANOUT PONE ("WET " STORAGE REDUCED TO 34 C.Y./ ACRE) SIGN ELEVATIONS WITH MERGENCY SPILLWAY DESIGN HIGH TER (25 -YR. STORM ELA V.) MIN 2.0 MIN 3.0 AIN. 0.51 MIN. 1Z 67 C.Y./ AC. " [my. STORAGE ' ' RISER CREST 67 C.Y./ AC. " WET. STORAGE DEWATERING 5. �t • ...:..tw• s,.,.rs...,... DEVICE SEDIMENT CLEANOUT POINT C SEDIMENT ORIGINAL GROUND ELEV. SEE PLATE 3.13-1 PLATE. 3.13-2 1' VARIABLE fe* 67 CU. YD./ACRE \ 4' MAX. (EXCAVATED) FILTER CLOTH ORIGINAL GROUND ELEV. COARSE AGGREGATE CLASSIRIPRAP CROSS SECTION OF OUTLET CLASSIRIPRAP LENGTH (IN FEET) 8 X DRAINAGE AREA (IN AC.) DIVERSION / DIKE COARSE AGGREGATE! EXCAVATED / FILTER CLOTH AREA ffCOARSE AGGREGATE SHALL BE VDOT 1113, #1357 OR $5 'IGN ELEVATIONS WITHOUT EMERGENCY SPILLWAY OUTLET (PERSPECTIVE VIEW) (RISER PASSES 25 -YR. EVENT) 'IN SCHEMATIC ELEVATIONS D TEMPORARY SEDIMENT TRAP E-052 41 DETAIL E-071 41 SECTION .T.S. N.T.S.�11�SECTION N.T.S. Plate 3.02-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 SOURCE: Adapted from Installation of Straw ond Fabric Filter Barriers for Sediment Control VA. DSWC PLATE. 3.05-2 SOURCE: VA. DSWC Sherwood and Wyant 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH ENDWALL UPSLOPE ALONG THE LINE OF STAKES. E'MAX. -1 r TOE OF FILL CULVERT FLOW r �-- UISIAN(it IJ tS MINIMUM Ir rLOW IS TOWARD EMBANKMENT FLOW N. *OPTIONAL STONE COMBINATION 1.0' 1.5' E STONE CONSTRUCTION ENTRANCE 41 SECTION X002 N.T.S. FLOW VDOT 03, 0357, 06, ON OR #l57 COARSE AGGREGATE TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED 25 CLASS I RIPRAP F SILT FENCE INLET CULVERT PROTECTION 41 DETAILN.T.S. .T.S. 3. STAPLE FILTER MATT TO STAKES ANIS EXTI IT INTO THE TRENCH, 4" 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. i FLOW „ SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) CONSTRUC ION OF A SILT FENCE G"� (WITHOUT WIRE SUPPORT) 41 j DETAIL GRAVEL FILTER RUNOFF WATER SEDIMENT--` CONCRETE GUTTER 12" SPECIFIC APPLICATION 1r' WIRE MESH FILTERED WATER p d 4 i 0 p p d - o a .4 G D A a CURB INLET THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. ' GRAVEL SHALL BE VDOT 03, •357 OR 5 COARSE AGGREGATE. H� GRAVEL CURB INLET SEDIMENT FILTER E-040 N.T.S. PLATE 3.07-6 E-028 41 SECTION E-012 N.T.S. N.T.S. TERRA CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: F) 50' ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AM rights reserved. No part of the maMrial Ko*cbd by ft copyright (plerls, Mass, dasiges, saftm or dafails expressed on two plena) may be mprodumd, dwVW or uWAzed in any form or by any moans, elsctronb or msohanial, kidu Mq otow P!►irv, sannwv, or by any other means of retrieval systam without wrillsn penniasion from Terra Concepts, P.C. Also, these plerx may not be assigned to a third party wwad w wrghn alit atation of Terra Concepts, P.C. O TERRA CONCEPTS, P.C. SHEET SOURCE: VA. DSWC RUNOFF WATER WITH SEDIMENT 8" MIN.---I/—GRAVEL (12"MIN. DEPTH) PLATE. 3.07-2 Source: Public Fadlities Manual, Vol. III, Fairfax Co., Va., 1976 `7 j Li i•. P• . -111111 - IF SEDIMENT WIRE MESH FILTERED SPECIFIC APPLICATION WATER THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY CONCENTRATED FLOWS ARE EXPECTED BUT NOT WHERE PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. GRAVEL SHALL BE VDOT #3, #357 OR N COARSE AGGREGATE. GRAVEL & WIRE MESH DROP INLET SEDIMENT A FILTER 42E-013 E-013 N.T.S. Source: Va. SWCC TYPICAL GRAVEL STRUCTURE TYPICAL EARTHEN STRUCTURE Plate 3.11-1 E-� TEMPORARY RIGHT - OF -WAY DIVERSIONS 42,) SECTION E-021 N.T.S. DRIP LINE— PROTECTIVE MAXIMUM LIMITS OF CLEARING AND GRADING— PROPOSED GRADING--v�Z--- IS w w w r✓ w 5' WHERE DRIPLINE 'wsr� IS LESS THAN w 5' waw CONSTRUCTION OPERATIONS RELATIVE B TO THE LOCATION OF PROTECTED TREES 42E-072 DETAIL .. REINFORCED CONCRETE — 8" PLASTIC SOLUTIONS OR EQUIVALENT TRASH RACK W/ ACCESS HATCH RISER CREST ELEVATION 600.75 TWO (2) 2.0'(L) x 0.47(H) ORIFICES AT WSE. 598.70 W/ TRASH RACK (ORIFICES TO BE SEALED UNTIL CONVERSION OF SEDIMENT BASIN TO SWM POND) PLAN 8" ADEQUATE STRAPPING TO BE PROVIDED (SEE DETAIL) -DRY STORAGE ELEV. 600.50 f WET STORAGE ELEV. 596.00 18" RCP CULVERT l \-18" PERFORATED PIPE 15" DEWATERING DEVICE INVERT � .CLEANOUT ELEV. 598.00 592.00 .CLEANOUT ._. ._.. _..._. _.. • 12" . v :AIle :.• . — 76" SECTION F SEDIMENT BASIN RISER 42 DETAIL ID -0°° N.T.S. SOURCE: N.C. Erosbn and Sediment I ... FPAMIE 1. 5' M AX. -N MINI- U U STAKE DROP INLET WITH GRATE W—FRAME QATMR EXCESS AT CORNERS VIEWS PLATE 3.07-1 SPECIFIC APPLICATION FABRIC THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR I IIID OVERLAND FLOWS (NOT EXCEEDING 1 C.F.S.) ARE TYPICAL. THE METHOD SWILL NOT APPLY -fill`TO INLETS RECEIVING CONCENTRATED " FLOWS, SUCH AS IN STREET OR HIGHWAY ll ELEVATION OF STAKE AND MEDIANS. FABRIC ORIENTATION DETAIL A C SILT FENCE ROP INLET PROTECTION 42 SECTION SOURCE: VA. DSWC TACK WELD PROVIDE ADEQUATE ST PPING 7m \�\ LYETHYLENE CAP E-014 N.T.S. PLATE. 3.14-15 DEPTH VARIES AS PERFORATED POLYETHYLENE* REQUIRED DRAINAGE TUBING, DIAMETER FOR "DRY" STORAGE VARIES (_SEE CALCULATIONS APPENDIX 3.14—A) 1 —7�1 WET A L "FERNCO—STYLE" COUPLING STORAGE DEWATERING ORIFICE, SCHEDULE 40 STEEL STUB 1—FOOT MINIMUM, CO1kRUCkTED METAL RISER DIAMETER VARIES (SEE CALCULATIONS IN APPENDIX 3.14—A) NOTE: WITH CONCRETE RISER, USE PVC SCHEDULE 40 STUB FOR DEWATERING ORIFICE * DRAINAGE TUBING SHALL COMPLY' TH ASTM F667 AND AASHTO M294 RECOMMEN ED DEWATERING SYSTEM FOR G SEDIMENT' B SINS 42 DETAIL E-075 N.T.S. SOURCE: VA. DSWC D-� TEMPORARY DIVERSION DIKE 42 J SECTION PLATE 3.00-1 E-005 N.T.S. TERRA i CONCEPTS, P.C. CIVIL ENGINEERS LANDSCAPE ARCHITECTS 224 COURT SQUARE CHARLOTTESVILLE, VIRGINIA 22902 PH. 434-295-4005 FAX 434-295-2103 SCALE: AS SHOWN ISSUED: 1-9-06 DRAWN BY: MEK REVISIONS: 1. 5-5-06, CO./ACSA COMMENTS 2. 6-28-06, ARB COMMENTS 3. 7-14-06, CO./ACSA COMMENTS 4. 7-18-06, ACSA COMMENTS 5. 8-4-06, K.O. MTG. COMMENTS 6. 8-16-06, VDOT COMMENTS AN rights reserved. No part of Ow material protd.d by this cWyrWt (plans, Ids", designs, seeftm or deteft expressed on theseplsra) may be reproduced, charged or uWmd In-amy Unn or by any means, eNcftft or medwk*, 9 , wwr*V, or by any other means of rarlevelovisisn w*W written pwff*W n , P.C. Also, two plena may not be assigned to a third party **W Met written a ftftatbn of Tara CWOOM, P.C. 0 TERRA CONCEPTS, P.C. SHEET