Loading...
HomeMy WebLinkAboutSDP200700085 Plan - Approvedo. General Notes GENERAL CONSTRUCTION 1. 174E CONTRACTOR SHALL BE RESPONSIBLE FAR OIBTAIAWG ALL NECESSARY PERMITS, ANSPEC770NS; BANDS AND 07HER APPROVAL RELATED ITEMS IN ACCORDANCE KITHLOCALANDSTA7EPOLICY. PRIOR 70 COMMENCEMENT OF ANY CONSTRUUC770N WITHIN ANY Eh7ST11NG PUBLIC RIGHT-OF-WAY. INCLUDING COWEC71ON TO ANY E)aS77NG ROAD, A PERANT FOR SAID CONSTRUCTION SMALL BE OBTAINED FROM 7HE WpRGW/A DEPARTMENT OF 7RANSPORTA 77ON (HEREAFTER ABBRENATED FOOT). WERE ANY DISU7REPANC S OCCUR, THE /R£QUA MWNTS OF THE PERANT SHALL GOVERN. 2. ALL PAW NG AND DRAINAGE RELATED MATERIALS AND CONSTRUC770N METHODS SMALL CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF VDOT UNLESS 07HERWSE NOTED. 3. EROSION AND SEDMENT CONTROL MEASURES SMALL BE PROVIDED AN ACCORDANCE WITH 77E APPROVED EROSION CONTROL PLAN AND SMALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUUC7I0N. 4. PAVED, RI' -RAP OR STABLIZA71ON MAT LINED DITCH MAY BE REQUIRED NHEN /N THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERM OR HIS DESIGNE& DEEMED IT NECESSARY IN ORDER 70 STABILIZE A DRAINAGE CHANNEL. 5. UNLESS 07HERWSE NOTED. ALL STORM DRAINAGE PIPE 70 BE NAPE. VDOT STANDARD PIPE BEDDING DETAIL PS-1 IS REQUIRED. 6. ALL EXCAVATION FAR UNDERGROUND PIPE I NSTAUA77ON MUST COMPLY WTH OSHA STANDARDS FOR THE C0NS7RUC710N INDUSTRY (29 CFR PART 1926). Z THE CONTRACTOR SHALL WRAFY THE PROPOSED LAYOUT KITH I7S RELA77OINSH1P 70 THE EJdS77 NG SIZE SURVEY. 714E CONTRACTOR SHALL ALSO VERIFY ALL DlSENSOANS, 517E COIND/7T01NS, AND MA7ER/AL SPECIFICATIONS AND SHALL NOTIFY THE OIIMNER AND ENGINEER OF ANY ERRORS OANSSIONS OR DISCREPANCIES BEFORE COIMI£NCMVG OR PROCEEDING IN7H ~- B DEIA 7/0NS FROM OR CHANGES 70 THESE PLANS KILL NOT BE ALLONED UNLESS APPPROVED BY THE ENGINEER/LAINDSCAPE ARCH17FCT. 9 THESE PLANS DO NOT GUARANTEE THE EXISTENCE OR NON - EXISTENCE OF UNDERGROUND UZ1LI 1EES PRIOR 70 ANY CONS7RUC710W OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOICA710N OF; OR 771E NON- 00STENNCE OF, IMERGIROUMD U1ILI7ES 174E CONTRACTOR SHALL BE RESPONSE FOR N07FIlNG MISS U7Kl7Y (1- 800 - 552 -7001) 10. 7W CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AND LOCATE EVS7ING U7N/71ES SIFFICMEN7L AHEAD OF CONS7RUC710N 70 PEROT REISONS 70 PLMNS AF NE'CE'SSARY. 774E EMSZENCE AND /OR LOCA7IAN OF U7XJ77ES SHOWN AN THESE PLANS MAY BE OILY APPROXIMATELY CORRECT AND 1FE CONTRACTOR IS REQUIRED TO TAKE PRECAU7IONARY MEASURES TO PROTECT THE UTILITIES SHOWN HEREON AND ANY OTHER EVS11NG U77U77ES NOT OF RECORD OR NOT SHOWN ON THESE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING, AT HIS EXPENSE, ANY EXIS77NG U71U11ES DAMAGED DURING CONSTRUUC710N. AF A UTILITY IS DAMAGED DURING C0NS7RUC710N, STOP NOW I MAEDIA TEL Y AND NOTIFY THE E7NGWEER 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SALE AND COAFEE1E R£SPONSMMUTY FAR JOB SITE COA077O1NS DURING THE COURSE OF CONS7RUC770N OF THIS PROTECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CON7IN000SLY AND NOT BE LAWZED 70 NORMAL WORKING HODURSy AND THAT THE CONTRACTOR SHALL DEFEND, M10EMNIF'Y AND HOLD THE OWNER AND THE ENGINEER HARAXESS FROM ANY AND ALL LIABILITY REAL AID ALLEGM IN CMWC70V KITH 774E PERFORMANCE OF NORK ON 77MS PROJECT, EXCEPTING FOR LABILITY ARISING FROM 'THE SOLE NEGLIGENCE" OF THE OWNER OR 714E 12. Rp.00A7ION OF ANY EXIS77NG U11U77ES SHALL BE AT THE ONNER EXPENSE' AND COMPLETED WITH 774£ SITE N NK. THE DEVELOPER SHALL BE N07FW AS 70 THE RELOCATIONS REQUIRED PRIOR 70 THE START OF CQNS7RUC770N. ADEQUATE AS -BUILT RECORDS OF ADJUSTMENTS NXL BE MAINTAINED BY THE CONTRACTOR 13. BEFORE BURNING, BLASTINNG, OR 7RANSOORTA71ON OR STORAGE OF EXPLOSIVES, THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 14. UNLESS OIHERNISE SPECIFIED, CONTRACTOR SHALL BE RESPONSOLE FOR ALL ROCK BLAS7IN/G, RAPPING, EXCAVA710N, 7RAINSPORTA71M PLACEIIENT, COMPAC770N, EAFLORA 710N AND DISPOSAL. 15 ALL UNSUITABLE MATERIAL SMALL BE REMOVED FROM THE C0VS7??UC7)0N LIMITS OIF PA WAENT, BUILDINGS AND WALL AREAS 16. THE CON 7RACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS; AND COMPLEZED NORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL S70 RED AT THE SITE. 17. ANY DAMAGE TO EX/S71NG PHYSICAL FEATURES (WALKS, LIGHTS, TREES; SHRUBS ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR: REPAARS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST 70 THE ONIMER. iB ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES, EQUIPMENT OR AC77W Y SHALL BE REPAIRED, REGRADED, AND RESEEDED MMIED/A TEL Y. 11 ALL SLOPES AND DISTURBED AREAS ARE 70 BE FER77WED, SEEDED, AND MULCHED. MA)aWM ALLOWABLE FILL OR CUT SLOPE IS 2 1. WHERE POSSIBLE, LESSER SLOPES OF 4.1 OR BETTER ARE 70 BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FAR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES 20L THE CONTRACTOR'S MAK SCHEDULE SHALL BE COORDINATED WTH THE OWNER AND THE BUILDING CONTRACTOR. 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH THE OWNER. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE PARKING OF EMPLOYEE VEHICLES NXL BE ACCOMMODATED AT THE SITE 22. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERANTS MUST BE MAINTANEO AND MADE AVAILABLE AT THE CONS7RUC770N 97E BY THE CONTRACTOR. 2.1 THE CONTRACTOR SHALL PERFORM ALL WORK USING THE DMAENSIANS SHOW ON THESE PLANS THE CONTRACTOR SHALL NOT USE SCALES, RULERS, DIVIDERS; MAP KNEELS OR OTHER MEASURING DEICES 70 DE7ERM#VE SOA77AL RELA710N9 PS OV THESE DRA NINGS. 24. 774E CONTRACTOR SHALL N077FY OPERATORS WHO MAINTAIN UNDERGROUND' U77LITY UAES IN 7HE AREA OF PROPOSED EXCAVA7I01V OR BLASTING AT LEAST TN O WORKING DAYS, BUT NOT MORE THAN TEN *VRKIVG DAYS, PRIOR 70 COMMENCEMENT OF EXCAVA770N OR DEMOLl77AN. 25L THE POKER COMPANY KILL PERFORM ITS OWN N NK UP TO AND INCLUDING THE CONNVEC7701V 70 THE ELECTRIC METER FOR THE PROPOSED BUILDING, THE TELEPHONE AND CABLE TV COMPANIES KILL PERFORM THEIR OW VORK UP TO THE BUILDING. 26. ALL SPRINGS SHALL BE CAPPED AND PIPED 70 THE NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6 -INCH MNNMNUM DIAMETER AND CONFORM TO MOT STANDARDS SO -1. N071FY ENGNEER IN ALL CASES UNLESS 07HERWSE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A WAWA( OF 6- INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR EiLEV4710N (FIFE). GRADES SHALL SLOPE A MINIMUM OF 5X AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSEDITVS77NG GRADES A DITCH OR 07HER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN -OFF AWAY FROM THE STRUCTURES 27. THE CONTRACTOR SHALL BE RESPONSIBLE FAR PERFORMING AN INDEPENDENT EARWOORK/GRADNNG ESTIMATE WW/CH KILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGATIONS BETNEEN 774E CONTRACTOR AND OWNER. OWNER 70 N077FY ENGINEER OF 774E OUTCOME OF CONTRACTOR'S ESTIMATE 28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADD1770NAL FILL MATERIAL THAT MAY BE NECESSARY IN 77E COURSE OF CONSTRUC710N AND SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ANY EXCESS MATERIAL FROM THE 577E ANY SUCH EAR7H- MOVING AC7IITY IS SUBJECT TO THE APPROVAL OF THE OWNER AND ENGINEER. It i i PAVILION II & IV -PHASE IV A Site S ecfcs 1. DATUM: USGS 2. BOUNDARY AND T0pOGRAPFIC INFORMATION BY ROGER RAY B ASSOC., INC: CHURLOTIES ILLS, VA. DAZED 08128102. BENCHMARK /1: TOP SOUTHERN CORNER OF COLLW ELEK 5OZ77 ELEV47I0N P. 1 NAIL SET IN BASE OF 27' MAPLE; ELEV. 61a 46. I LAND USE.• RESIDENTIAL (A" 77- FAMILY) 4. THIS SITE IS NOT LOCATED WTHIW A RESERVOIR WATERSHED. a NO PART OF THIS SITE LIES MITHWN A DESIGNATED 100 --PEAR FLOOD PLAIN. 6. ES71MATED TRAFFIC GMRA71ON: 76 DWELLING UNITS + (6Q000 aSF MFICE) - 1106 WD BASED ON NEEKDA Y 24 -HOUR PERIOD. Z PUBLIC SPACE HAS BEEN DEDNCA TED TO OAK Y 774E ACCESS EASEMENT OVER THE ENTRANCE AND RESERVED FOR THE FUTURRE ACCESS ROADS TO BOTH KAPPA SIGMA AND THE NA77ONAL LEGAL RESEARCH &RODUP PRO'ERIES. SEE LAYOUT PLAN FOR DETAILS B ALL BLNLDIIVGS NXL HAKE AN AU70MA 71C SPRINKLER SYSTEM AS A MEANS OF FIRE I ALL BUILDINGS OLL BE ADA ACIXSSABLE. f0. MAAL KXL BE DELIVERED 70 A CENTRAL LOCA77ON NIZHIN EACH BUNIA Na 11. BICYCLE FAC1L17TES SHALL BE LOCA WITHIN THE UNDERGROUND PARKING AREAS OF EACH BUILDING. QUMI71ES TO BE DETDRAO ED BY OWNER. 12 RESIDENTIAL UNITS ARE PERANT7ED FOR TFIS SITE AS PER ALBEMARLE COUNTY SP -02 -023 (Bay a3/19/W). 1.1 ALL VDOT INLET GRATES TO BE PEDESTRIAN STYLE. SITE CONSTRUCTION 1. UPON COIIPLE710V OF FINE GRADING AND PREPARA77ON OF THE PAVEMENT SUBGRAD& CW TESTS SHALL BE PERFORAAED ON 77E SUBIARADE SOIL. lF A S AOMADIE SOIL SUPPORT VALUE OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE E7NGNEER. 2 CONS7RUC71ON DEBRIS SHALL BE CQNTANMERIZED IN ACCORDANCE NI7H THE IRGNIA UTTER CONTROL ACT. NO LESS THAN ONE UTTER RECEPTACLE SHALL BE PROVIDED AT THE CANS7RUC710N 977E 1 STEPS FAR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE IM7H WOT STANDARD ST -1. ALL DRAINAGE ANLETS SMALL HAVE A 2 -IVCH LOCAL DEPRESSION. 4 ALL CURB INLETS SHALL HAVE A 2 -#NCH LOCAL DEPRESSION AT 7HMER THROAT 70 PROA 07E POS771VE DRAINAGE TO THE INLET. ALL YARD INLET RAM ELEVA770NS SHOWN ARE APPRaw4A7E. FINAL ELEVA71ONS SHOULD BE DI 7ERAINNED AFTER FINAL GRADING AT 7HE 7W OF FINAL ACCEPTANCE OF 774E PROJECT. I STORM DRAIN PIPE LENGTHS -MOWN ON PLANS ARE MEASURED 70 7HE CENTER OF 714E CONNECZIIIG STORM DRAIN STRUCTURES PIPE LENGTHS INCLUDE STANDARD VOOT END SEC71iOWS NHERE APPLICABLE. 6. STORM DRAT! 1DP ELEVA71ONS SHOWN ON PLANS ARE TAKEN AT THE CENTER Z UNLESS 07HERWSE NOTED. ALL ROOF DRAMS SHALL BE 77ED INTO EXISTING AN010R PROPOSED SENERAGE SYSTEMS COORD#WA7E IVTERG4A770N OF SYSTEM KITH ENGNIEER AND SITE CONTRACTOR PRIOR TO CQNS7RUC770N. B ALL PAVEMENT MARKINGS 70 BE RE'FLEC70R/ZED. ALL PA VEAAENT MARKINGS WALL MEET 7HE LATEST HOOT SPEOFICA 71ANS AND SHALL BE AN ACCORDANCE NI7H MUTCD STANDARDS, LATEST EDI710N. I 7RAFF7C CONTROL OR 07MR REGULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY THE DEVELOPER NHEN. AN THE OPIWON OF THE DIRECTOR OF ENGINEERING OR HIS DESOVE& THEY ARE DEEIYIED NECESSARY AN ORDER 70 PROIDE SAFE AND CONVEANENT ACCESS ALL SIGNS OR OTHER REGULATORY DEICES SHALL CONFORM KITH 7}E W RGIMA MANUAL FOR UNIFORM TRAFFIC CONTROL DEICES, LATEST EDI710N WATER AND SAWARY SEWER 1. TIM SMALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY NSPECZOtS. 7W COVIRACTgR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SE RWCE AUTHORITY OFFICIALS AT THE START OF THE MO RK Z THE LOCA77ON OF EXIS77NG U7I1JZES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY S HONN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXMA TEL Y CORRECT. THE CONMAC70R SHALL, ON HIS OW #4177A 77W, LOCATE ALL UNDERGROUND LANES AND STRUCTURES AS NECESSARY. 3 ALL MATERIALS AA10 CONSTRUC710N SHALL CAI/PLY WI71H GENERAL W47ER AND SENER CONSTRUCTION SPIEDFICA 71ANS AS ADOPTED BY THE ALBEMARLE COUNTY SERICE AUTHORITY ON JANUARY 14 19ft 4. DATUM FOR ALL ELEVA77ONS SHOWN IN NA71OVAL GEOOE77C SURVEY. S THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FYWG 'IINSS U77LITY 1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TO' OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FARE HYDRANT LINES, SERVICE LATERALS, AND WATER LINES, ETC 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES 8. VALVES ON DEADE/NO LAMES SHALL BE ROODED TO PROVIDE ADEQUATE RESTRAINT FOR THIS VAL ME DURING A FUTURE EXTENSION OF THE LINE. 9. AS -BUILT CONSMUC71ON DATA SHALL BE MAINTAINED BY THE CONMACTOIR IN THE FI1ELD. A MARKUP SET OF PLANS SHALL BE PROIDED TO THE OWNER OR HlS REPRESENTA77 E TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS 774E DATA RECORDED SHALL BE /N ACCORDANCE NI71H THE REQUIREAENIS AS SPECIFIED IN THE A.C:SA. AS -BLNLT PLAN CHECKLIST, LATEST EDITION. 10. ALL WATER MAINS SMALL HE CLASS 52 DUCTILE IRAN PIPE UNLESS OTHERWISE NOTED. 11. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PROPER WATER MAIN PIPE LENGTHS IN GIRDER 70 ATTAIN THE REQUIRED RADW. 11 BEFORE FINAL RELEASE OF WATER ACTERS, PRIVATE FIRRAWS MUST BE TEMPORARILY SHUT OFF TO PRONE DOAES77C CANNECT/ONS HAVE BEEN PROPERLY MADE. 1.1 EASEMENTS ACROSS ADJACENT PROIPER77ES ARE REQUIRED FOR INSTALLATION OF PROPOSED SANITARY SEWER EXTENSION. 14. RPZ BACK'FLOW PREVEN710N DEICES ARE REQUIRED AT EACH BUILDING. ONE SHALL BE ON TIE FIRE LIME AND THE OTHER ON THE DOAES77C FEED. SITE PLAN SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1" = 3,000' ROBINSON DEVELOPMENT GROUP Developer JANUARY 22, 2007 SHEET INDEX TITLE - - SHEET COVER SHEET 1 OVERALL & PHASING PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING PLAN 4 LANDSCAPE PLAN 5 EROSION CONTROL PLAN 6 EROSION CONTROL DETAILS 7 Special Permit Conditions 1. THE APPROVED FINAL 97F PLAN SHALL BE IN GENERAL ACCORD KITH THE CONCEPTUAL PLAN (JANUARY 10. 2003 REVISION) (THE - CONCEPTUAL PLAN - ) AND SPEDAL PERMIT JUS7*7CA710N DATED APRIL 22, 2002. MODWICA710NS TO THE DESTGV OF 7HE INTERIOR LOOP ROAD, APPROVED BY 174E DIRECTOR OF ENGINEERING AND PUBLIC NORKS TO ACCOMMOOAZE FIRE 7RU= SHALL BE DEEMED TO BE IN GENERAL ACCORD KITH THE CONCEPTUAL PLAN. 2 AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES S`IALL BE LOCATED IN 7HE FRONT (SOUTHERN) POR77ON OF THE PROPERTY. THERE SHALL BE A MINIMUM DISTANCE OF T1/0 HUNDRED FIFTEEN (215) FEET BETNEEN THE SOUTHERN -MOST STRUCTURE AND THE FRONT (SOUTHERN) PROPERTY LINE. L THE ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN ROAD STANDARD FROM ITS J JNC71ON WITH ROUTE 250 NEST TO THE INTERIOR LOOP, AND SMALL INCLUDE A SIDEWALK OR 07HER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO THE DEPARTMENTS OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC NORKS; ALONG ONE SIDE COVNEC77NG THE INTERIOR LOOP 70 THE PUBLIC SIDEWALK AT IVY ROAD. 4. ALL ROADS ON THE PROPERTY CONNECTING 70 ADJACENT PROPER77ES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SEC7101N STANDARD, KITH A MWVAMUUM W107H OF TNENTY (20) FEET, FINAL WID7H TO BE DEN RAINMED AT THE 7NE OF FINAL SITE PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC *MKS ALL ROADS CONNECTING TO ADJACENT PROPERTIES SMALL INCLUDE A SIDEWALK OR 0774ER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE, COWS7RUCTED TO A STANDARD ACCEPTABLE 70 THE DEPARTMENTS OF PLANNING AND ENGINEERING AND PUBLIC WRKS; PROVIDING A CONNEC77O1N TO THE PUBLIC SIDEWALK 5. AN ACCESS EASEMENT HAS BEEN DEDICATED ON THE SUBJECT PROPERTY FOR , TRAFFIC FROM 274E N/P KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B, DB 2226 -218, 225 PLAT & DB 2706 -164 168 6' 169 PLAT). THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO THE SAME STANDARD AS REQUIRED IN CONOI ZION 4. 6 A CONSOLIDATED ENTRANCE KILL BE LOCATED TO THE NEST OF THE NHITE GABLES PROPERTY ON 774£ N/1; KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B) AN ACCESS EASEMENT HAS BEEN DEDICATED TO CONNECT THE LEGAL RESEARCH GROUP PROPERTY (TAX MAP 50, PARCEL 25) TO THIS CONSOLIDATED ENTRANCE (DB 2226 -214 225 PLAT B DB 2706 -163, 168 B 169 PLAT). )THE SEGMENT OF THE ACCESSWAY TO CONNECT THE WHITE GABLES PROPERTY 70 THE LEGAL RESEARCH GROUP PROPERTY HAS BEEN CONSTRUCTED WITH THE PHASE If WHNTE GABLES SITE PLAN. THE APPLICANT KILL CON77MAE 70 NARK THE NROOV /A DEPARTMENT OF TRANSPORTATION (VDOT) AND THE COUNTY DIRECTOR OF ENGINEERING 70 PHASE THE CONSMUC7701V OF THE RIGHT WIVGHT OUT ENTRANCE/EXIT ON THE WHITE GABLES PROPERTY TO REPLACE THE EX/STNNG ENTRANCE ONCE THE SAID CONSOLIDATED ENTRANCE IS CONSTRUCTED. Z WITHIN EACH PANUON SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOMINIUM UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOG? AREA, THAN THE SMALLEST INUIT WITHIN THE SAME PANUON. 8. THE APPLICANT SMALL COMPLY KITH ALL REQUIREMENTS OF THE VDOT RELATED TO DESIGN AND CONSTRUC77OV OF THE ENTRANCE TO THE PROPERTY, AS OUTLINED IN ITS LETTER OF JANUARY 24 2003 (ATTACHiMENT H). THE APPLICANT SHALL BE RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS INSTALLATION (THE 'SIGNAL -) AT THE IN7ERSEC770N OF ROUTE 250 NEST AND AN ACCESS PAINT SERVING THE PROPERTY APPROVED BY VDOT AND 774E COUNTYS DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS COAC77ON. UNLESS THE SIGNAL ALREADY HAS BEEN INSTALLED, THE APPLICANT SHALL PAY TO THE COUNTY TI# COST OF THE SIGNAL AS FOLLOWS- SA. PR /AR TO THE ISSUANCE OF A BUILDING PERMIT FOR THE FOURTH PAIUAN, THE APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE 07HER SECURITY SECURITY - ) ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE COST OF THE SIGNAL (CURREN7L Y ES77MA ZED TO BE $140.000), PH/CH AMOUNT SHALL BE CALCULATED IN THE YEAR IN W4/CH THE SECURITY IS PROIDED THE S`E'CURITY SHALL CON77NUE SO INAT IT IS AVAILABLE TO PAY FOR THE COST OF THE SIGNAL UN 71L TEN (10) YEARS AFTER THE DAZE OF APPROVAL OF THIS SPECIAL USE PERMIT,• SECURITY PROVIDED THAT IS NOT IN AN I47EREST- BEARING ACCOUNT SHALL BE ANNUALLY RE/NENED, AND THE AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO THE CONSUMER PRIGS INDEX, 8B. IF, AT ANY 77ME UN77L TEN (10) YEARS AFTER 774E DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, VDOT AUTHAR/ZES IN WRl77NO THE INSTALLATION OF 774E SIGNAL, AND VDOT AND THE COUNTYS DIRECTOR OF ENGINEERING APPROVE THE SIGNAL'S INSTALLATION BEFORE THE APPLICANT HAS OBTAINED A BUILDING PERMIT FOR 774E FOURTH PAWUAN, THE COUNTY MAY DEMAND PAYMENT OF THE COST OF THE 7RAFF7C SIGNAL, AND THE APPLICANT SHALL PAY THE COST TO THE COUNTY WITHIN THIRTY (30) DAYS: AND 8C. THE COUNTY MAY APPLY THE APPLICANT'S SECURITY TO CONS7RUC77ON OF THE ACCESS ROAD OR 07HER ELEMENTS OF THE FUTURE 7RANSPORTA7700V IMPROVEMENT PROJECT OTHER THAN 774E TRAFFIC SIGNAL. 9. THE APPLICANT SHALL PROVIDE BICYCLE FACIL177ES AND WALKWAYS IN CONJUNCTION WTH ROAD IMPROVEMENTS 70 IVY ROAD AS REQUIRED BY MOOT AND THE DEPARTMENT OF ENNG1NEERING AND PUBLIC NORKS IN CONJUNCTION WITH PRELIMINARY SUBIDIISIOV/SITE PLAN APPROVAL. STANDARDS AND SPECIFICATIONS WOW DEPAR711ENT OF 7RANSPOIRTII770N (VDOT) ROAD AND BRIDGE SPEaRCA7IONS; DATED 1994. VIRGINIA DEPARTMENT OF 7RANSPORTA77ON (VDOT) ROAD AND BRIDGE STANDARDS; DATED 2001. VIRGINIA DEPARTMENT OF CONSERVA77ON AND RECREA7I00, DIISION BF SOIL AND WATER, CO VSERVA 77M IRG#WA EROSION AND SEDIMENT CONTROL HAIMBOpC, THIRD EV1770N, 1992 ALBEMARLE COUNTY SIERICE AUTHORITY, GENERAL WATER AND SENER CONSTRUCTION SPEC2FFNCCA710NS; ADOPTED JANUARY 15, 1 PLANNER /ZONING ENGINEERING BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION 11 SC TT R. COUJNS?, No. 35791 .1-- SSIONAL E U) Z 0 H H W ce N oo+ W N N LLN v 12 Lu w CC U 0 Z I I DATE 01 -22 -07 DESIGNED BY SRC CHECKED BY SRC SCALE N/A E CL 00 If? U C)00N 0 u a ao, s 6 E 6z 1 0 d m 3 I d I o u I a w a 0- d 0- o, m akA as a Ln a s dL3 d S 3 0 0 a C) i In u v 0 L a W W Z Z UA 0) Z J 0 V Z ra C7 W V/ S Qz O t>C 1 V1 W* J W oC W 13C W J J W W H Q 300 NO.o 072001 L O 0 SHEET NO.a a 1 of 7 a iV T t C H i I IRON TH FOUND o 1 lu SCO COLLINS' N19'49945 "E 774E STONE WALL IN FRONT OF PAVILION V1 AND TC TC TOP OF CURB SETBACKS. FRONT 215 , SIDE 0 REAR 0 ,,. U No. 35791 11, KENRIDGE .40' _ _08 ZONING USE: CO COMMERCIAL OFFICE 823 1 i oc I l l ' FUTURE USE MEDIUM DENSITY RESIDENTIAL AND OFFICE ....•• _` r 1 X / SSIONAL EG NETIC _ ... -— 425.06 I PHASE I oSAG { mow o l 1 IRON — .0 - --- _ --PHASE H 1 o )ND r 1 6 1 d PDIr1 ! I !I I I I ( ! PAVILION I i 1 ae 1 ; A 00PHASEI v oPAVILIONV , o m 1 UI v CuZ4ACESSPHASEII OAD i u.1 V i z rn PAVILION 111 ul ' ! z o I PHASE II lJ 0 I I I COMMON ELEMENT 1 (n O Z 30'PRiVATE ACCESS I - z Lu n 1 O aEASEMENTv, p vQCv z Z I I II ` VARIABLE WIDTH ACCESS EASEMENT I - _ I 01- oui wrn I N rn i — \ l z yI V LDII -- -IRON a N `' rn "FOUND 1 41 _ I 20' D14AINA EASEMEN N a I oI i I 1 UJ a+ > con a01 ui CL 1 I 1 \ / / 1 W W N MONO VAR. 1!ND \ - - -- i w 1 SITE DISTAI E I I Cie ~ DATE II ` EASEMENT 00 01 -22 -07II1ELEMENT 30'PRIVATE T \ ! / - ^ -'- i I t DESIGNED BY a i h l sur< i ! STREET S. COLLINS CHECKED BY W ON PARKING i 1 1 a A SPACES ARE l 1 1 i dSTINGt7 r CESS ROAD '' " ; I 4' AC _ A IV „_ , s 1 3I1 p I s / e 1 I I 1 CL PAVILION VI .i PAVILION N PAVILIpN II PHASE II ` \ PHASE III t (PHASE IV) ( IV)I I g ^ CM PIP W (P U) 4) 3 j C OUT _ 1 III i oN , =569. - L ll i I FOUND Z°I I I l PHASE 111 517.21 /! o H ? g 00 S Cc 124.84' 672.06 GRAPHIC SCALE ' J W a - S23'04 55 W / J 60 30 15 0 30 90 m IRON O 1 PROJECT AREA i z FOUN / Q C RESEARCH GROUP o IN FEET) ' U Q1inchft. 30N/NG USE. CO COMMERCIAL OFFICE / i/ / C Q- aI < r 4 O C-6 i 3 Phasing Plan Descry lion m o YAbbrevations ,site Data g p W a Z TN EXISTING PROPOSED ITEM DEVELOPER: ROBINSON DEVELOPMENT GROUP PHASE 1 AND 2 CONSTRUCTION INCLUDES ALL W * Q E 150 WEST MAIN STREET, SU17E 1100 OHE OHE OVERHEAD ELECTRIC ORFOLK VA 23510 IMPROVEMENTS SHOWN HEREON AS EXISTING, J J OHT OHT OVERHEAD TELEPHONE 434) 4ls9 -5275 CG CG CURB WITH GUTTER ZONING CO W/ SPECIAL USE PERMIT FOR RESIDENTIAL PHASE J. OR ANY FUTURE PHASE, CONSTRUCTION SHALL C LP LP LIGHT POLE (SP -02 -023) INCLUDE 774E FOLLOWING IMPROVEMENTS. THE PAVILION Q W L UGE UGE UNDERGROUND ELECTRIC LINE /V AND VI (AND 174E /R W W °'OHE OHE OVERHEAD ELECTRIC LINE TAX MAP / PARTM60, PARCEL 26 STRUCTURES LABELED Il, UGT UGT UNDERGROUND TELEPHONE LINE TOTAL SITE: 7.097 AC. (309,145 SF) ASSOCIATED FOUNDA77ON PLANTINGS), THE FUTURE N RCP RCP REINFORCED CONCRETE PIPE MAGISTERIAL DISTRICT WSAMUELMILLERCONNECTORROADTOTHEKENR/DGE PROPERTY TO THE `" FHA FHA FIRE HYDRANT ASSEMBLY WEST, Ow o774EFOURPARKINGSPACESINFRONTOFTHEEXIS77NG BC BC BOTTOM OF CURB PARKING. 10' FROPUBLICR. 0. W. MANOR HOUSE. A T INE TIME OF PHASES 3 AND 4 LP LP LOW POINT CONSTRUC7TON THE DEVELOPER WILL BE ALLOWED TO 1---1 a T c 0 D/ D/ DROP INLET cn o CO CO CLEAN OUT SPECIFY WHAT IMPROVEMENTS WILL BE INCLUDED WITH Z WV WV WATER VAL VLF EACH PHASE. PHASE 3 IS EXPECTED TO BEGIN WI THIN 6 a Ic Eo YD YD YARD DRAIN MONTHS TO A YEAR AFTER THE COMPLE77OVN OF PHASE 4. SC SC SIAMESE CONNEC77ON ALL PHASE IMPROVEMENTS FOLLOWING PHASE / SHALL BE - ° MH MANHOLE BUILT OR BONDED PRIOR TO THE COMPLE7701V OF 774E MIN MIN /MUM SIXTH PAVILION OR TEN YEARS FROM THE DATE' OF 0 MAX MAXIMUM APPROVAL OF SP- 02 -23. THERE WILL BE A MAXIMUM OF OC ON CENTER OD OUTSIDE DIAMETER SIX (4) PHASES °y y-+ OH OVERHEAD C POLYNNYL CHLORIDE PHASE 3 CONSTRUCTION WILL INCLUDE 774E CONSTRUCTION E 1p REINFORCED CONCRETE PIPE O AVILI W. U .> TREE TO BE RELOCA 1F0 U TBM TO BE MOVED PHASE 4A SHALL INCLUDE THE CONSTRUCTION OF THE 0 TBR TO BE REMOVED ACCESS ROAD TO 774E WEST THAT WILL CONNECT THE o L: TBS TO BE SAVED Tic TOP OF CURB WHI 1E GABLES SITE TO 174E KENR/DGE PROPERTY. PHASE oN 7YP TYPICAL 48 SHALL INCLUDE 774E CONSTRUCTION OF PAVILION // AND X06 No. - UG UNDERGROUND IV PHASE 4A WILL BE CONSTRUCTED PRIOR TO o 3 VDOT VIRGINIA DEPT. OF IRANSPORTA 17074 APPROVAL AND CONSTRUCTION OF PHASE 3 AND PHASE 072001 A VR AIR RELEASE VALVE 48• N NCU SHEET NO. a a 2 OF 7 4 >a U) t Cr F- O e•I5•o8 w o PRC = 2+ C t FOUND t; I/ A I Y u r .. 1 z. m / P rn I n I - I rri I I l C l I Z m I X II I I i 1 I \ I'I IM III. s I m o A os y I 2 I INE - ' /O G 14\1 0 +OOH 2 j PINE `mil t A NOLIA PROPOS D / ' a COMM N EL I 30STOPS P VA I SPRUCE EASE E T LAND 4 0 18q AC E IIK ,I 2 8 MAG A / C48" I AS Vol 7 7 I L, W;- 0 I 1 GT / APHIC SALE \ I > 10 0 20 p 60 14» .IN FE ) PINE I 1 inch = 0 ft. i LnA 10 Ii I UFO I G T t c I 2 1 I CNJ kPE ! !I t- —Zz I I v ; I ---im IN= 719 i NOTE: PROPOSED UTILITIES TO BE INSTALLED AS SHOWN IN THE WHITE GABLES CONSTRUCTION PLANS (PHASE 1). USE THESE PHASE 2 PLANS TO INSTALL TIE -IN UTILITY POINTS TO PAVILION V. THESE PLANS GENERALLY REFLECT AS -BUILT INFORMATION FROM PHASE 1, HOWEVER, CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FOR THE TIE -IN. tJ. GAS PROVIDER TO INSTALL ALL LINES UP TO METER; TYP. CONTRACTOR TO COORDINATE WITH GAS COMPANY. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT /ENGINEER FOR CONDUIT LOCATION AND QUANTITIES 0 DOMINION VIRGINIA POWER TRANSFORMER O SPRINT TELEPHONE PEDESTIAL 4" Min, COBBLESTONE (JUMBO) EDGING TO BE SET 6" (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS. 6 6" VDOT j57, *W8 OR 178 STONE BASE UNDER CURB. COBBLESTONE CURBING NO SCALE 2" SM -2A SURFACE COURSE 3" BM -2A IN TERME0h COURSE 8" COMPAQ AGGREGA T COURSE, V 21A COMP, , " SUBGRADE Table 4: Pave Design (VDOT Pavement Design Guide ) EXISITNG STORM DRAIN o DW - - -- -EXISITNG DOMESTIC WATER rV -- - - --EXISITNG PUBLIC WATER c - - - -EXISITNG FIRE PROTECTION EXISTING GAS EXISTING PUBLIC SEWER EXISTING PRIVATE SEWER LATERAL h EXISTING ELECTRIC 4" Min, COBBLESTONE (JUMBO) EDGING TO BE SET 6" (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS. 6 6" VDOT j57, *W8 OR 178 STONE BASE UNDER CURB. COBBLESTONE CURBING NO SCALE 2" SM -2A SURFACE COURSE 3" BM -2A IN TERME0h COURSE 8" COMPAQ AGGREGA T COURSE, V 21A COMP, , " SUBGRADE Table 4: Pave Design (VDOT Pavement Design Guide ) o Pavement Design RF= 1.0 Location ADT EICV Desip ADT CBR SSV Dr Smtaex h a Base b a Sab-b•se h a Dp Karidge Park Drive 760 15 910 5 5 14.10 sm9.5 2 2.25 bIn25 3 2.25 21B 8 0.6 16.05 i i y 3:1 I I I R/Y R/W COBBLESTONE COBBLESTONE POINT OF EDGING EDGING FINIS4ED GRADE ppE2" SM -9.5 11' 1 4 "• f' m ate° 40 ° °`8 d° pOqBg 4.5' 3" BAI -25 11.0" 11.0" 4.5' 30.00' WQg SIDEWALK SUB -BASE P14R1Y I>RIY' S'CTION P cD L OR 30' PRIYI4TF R /N)r 21B I'ACTED NOTES: A 1. CONTRACTOR TO REFER TO WHITE GABLE CONSTRUCTION PLANS FOR ALL IMPROVEMENTS AND EASEMENTS AS SHOWN PROPOSED UNDER PHASE I CONSTRUCTION. 2. ALL SIGNAGE ON SITE TO BE OUTSOURCED BY ARCHITECT. 3. EXISTING INGRESS /EGRESS ENTRANCE SHALL BE MODIFIED AS SHOWN ON THIS PLAN AFTER THE CONSTRUCTION OF THE KENRIDGE PARK DRIVE ACCESS ROAD, BUT PRIOR TO BUILDING PERMITS BEING ISSUED FOR PAVILIONS II, IV, & VI. 6' Bpi icucn NO SCALE r C TT R. COLLINS'Z U No. 35791 jONAL w oSS E 0 0 NO UJ N rn oC LA_ ui W c Q DATE D u 01 -22 -07 DESIGNED BY SRC CHECKED BY SRC SCALE SRC ul UA Q Q H z Z wig Z M o J 0. !9 ce H Q W 0 W V / aZ W * Q m F- a J Q J J WE uj T Q i N J OB NO. 072001 SHEET NO. 3 of 7 UGT 1P ADD \ 1.49 C 30' & VARIABLE WIID rH, \ w I ACCESS EAENT P.237(platYDB1896 z I 34J(plat)00 DB 738 P. \ N o `n aD I IIIk >I PI1 0 ^ J I \1i = 2 +08.2 I ^I Q i _ 'W jIIe N 1 I Q I i EX. REE o 1TOoN I B MOVED o Z I J W \ \ i I \ M rn ' T 20'WA ER EASEMENT 7 2 . 35 (D.B. 3Q59 -532) " \i n co I 2r \ 21 \ I D m DOU PROPOSED `.I CED R I rn PROPOSEDSIDEWALK `i' COBBLESTONE CURB 12 » of Qf TO MATCH EXISTING) , r -MAP OLIOmIu 22 C koIZ EX. TREE TO SPRUCE m ' i 14 ° o_ BE REMOVED4'sT ET O I1' V W61 - (5' og KENRIOGE PARK DRIVE 4" - 4" STONE BASE TYPE 21A STONE) SIDEWALK o 0 NO UJ N rn oC LA_ ui W c Q DATE D u 01 -22 -07 DESIGNED BY SRC CHECKED BY SRC SCALE SRC ul UA Q Q H z Z wig Z M o J 0. !9 ce H Q W 0 W V / aZ W * Q m F- a J Q J J WE uj T Q i N J OB NO. 072001 SHEET NO. 3 of 7 UGT 1P ADD \ 1.49 C 30' & VARIABLE WIID rH, \ w I ACCESS EAENT P.237(platYDB1896 z I 34J(plat)00 DB 738 P. \ N o `n aD I IIIk >I PI1 0 ^ J I \1i = 2 +08.2 I ^I Q i _ 'WjIIe N 1 I Q I i EX. REE o 1TOoN I B MOVED o Z I J W \ \ i I \ M rn ' T 20'WA ER EASEMENT 7 2 . 35 (D.B. 3Q59 -532) " \i n co I 2r \ 21 \ I D m DOU PROPOSED `.I CED R I rn PROPOSEDSIDEWALK `i' COBBLESTONE CURB 12 » of Qf TO MATCH EXISTING) , r -MAP OLIOmIu 22 C koIZ EX. TREE TO SPRUCE m ' i 14 ° o_ BE REMOVED4'sT ET O I1' V W61 - (5' og KENRIOGE PARK DRIVE 4" - 4" STONE BASE TYPE 21A STONE) SIDEWALK TH 0, o SCO T COLLINS' Q No. 35791 Plant List RE ESRE Ma dia radiflora 'Claudia Wannamoker'MG Claudia Wannomoker Mo nolia 3 AWO1 TAPE; OR NYLON NEWNG 4' -5'B&B Standard; straight trunk• uniform bronchin Standard; straight trunk; uniform bronchin FP Fraxinus erns vanica Green Ash 6 4 2" cal 1.5 "cal HARDWOOD AUCH (W 4 - DEPIN B&B B&B Standard; straight trunk; uniform branchin CC Cercis canodensis Eastern Redbud 6 EARTH MW AROUND 80 4' -5'B&B Standard; straight trunk; uniform branchin TC Tsuva conadensis Canadian Hemlock PLANT 01V UDanNWEV -10L Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation. REMOVE RAXAP FROM r P 1/3 OF BALL REMriE MAXAP FROM MP 1/3 OF BALL EARTH BM AROUND SED SINVEDOED RANDOM ARKCH AOL 3' DEPTH) DO NOT MACH AGAINST SIM. MOM Ste. AWW AS REGUNED LWwRomm SCAL 1 GENERAL NO TES 1. PLANT MATERIAL SIZES ARE TO COMPLY WIN THE LATEST EDI7701V OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIA7701V OF NURSERYMEN. 2. CON7RACTOR SHALL ASCERTAIN LOCATION OF ALL U71U77ES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY Wl7RK, CONTACT MISS U7IU7r AT 1- 800- 552 -7001. 3 MARKING: ALL TREES 70 BE PRESERVED AND PROTECTED SHALL BE MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY V19BLE TO EQUIPMENT OPERATORS NO LAND DISTURBING AC71ViTY SHALL BEGIN UNTIL THE 7REE MARK /NG HAS BEEN INSTALLED BY 774E CONTRACTOR AND INSPECTED AND APPROVED BY 7HE COUNTY ENGINEERING DEPATWENT. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLANTING SEASON. 5. ALL PLANT MATERIAL 70 BE GUARANTEED DURING INSTALLATION AND UN77L FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL W41CH DIES IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CON017700, OR 07HER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT 7HE CONTRACTOR'S EXPENSE 6. ALL PLANT MATERIAL QUAN777Y COUNTS ON THE PLAN ARE 7HE RESPONSIBILITY OF THE CON7RACTORR PLANT LIST TOTALS ARE FOR CONVENIENCE ONL Y AND SHALL BE VERIFIED PRIOR 70 BIDDING. Z NO CHANGES TO PLANT SCHEDULE UNLESS RRST APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT AND 7HE LANDSCAPE ARCHITECT. TREE PRO TEC TION NOTES 1. HEAVY EQUIPMENT VEHICULAR TRAFFIC: AND THE STORAGE OF CONS7RUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF 7REES TO BE PRESERVED AND PROTECTED. 2. TOXIC MATERIALS SHALL NOT BE S70RED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF 7REES TO BE PRESERVED AND PROTECTED. ARDOR TAPE OR NXQ1V NEWMAG PLACE TOP OF ROOT BALL SUGHX Y ABOVE GRiIW_ SNEDDED HAADSO D MN:CH (UK 4' DEPTH) DO NOT MXCH AGA1WST 7RUNK OF INEE) EARTH A'E W AROUND BALL i REVOWCED RU ER HOSE ARBOR TAPE OR NYLON NERD MG PRUNE DEAD OR DAMAGED RAN C ES DO NOT PRUNE CENIRAL LEAWE J. NO LAND DISTURBING AC77WTY DHALL BEGIN UN77L 7HE 7REE ` PROTEC71 VE FENCING HAS BEEN INSTALLED BY 7HE CONTRACTOR AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT. DECinuDUS TREE -LAN77NG DETAIL NO SCALE STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES J----1 E E STANDARD ORANGE VINYL OR PLASTIC CONS7RUC770N FENCE ATTACHED 70 POSTS (PRE- NEATMERED WOOO, GALVANIZED STEEL, IRON OR THICK PVC PLAS77C), AT LEAST 40 ABOVE FIIWSH MADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY IVN47H POST SMALL CONTAW A WARMWG SIGN THAT CLEARLY IDEN70ES THE FENCE AS A TREE PROTECTION FENCE. TREE PRO TEC TION FENCE FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE EVENLY DRIVEN METAL "T" BAR STAKES EXISTING GRADE BURY 113 OF POST NOTES: 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) I ( 105li IONAL S_ 0 d U-) N I U) OON Z Z 0 O U Zz n UZ Z2Lj Z p 0 (-) vo LALA V j 000 J Q) QV o, W wWWW z a a cd0000 0 S J CD3 W OpNN d Q y 10 I vii I I I I I aNeF ^QO i t N F'- < Z CL O i IQ C Uj d aU_ W MLL. LU nrJ +WW9H CD CC DATE o Q ;' O ° U 01 -22 -07 DESIGNED BY > Q) NS d S_ a CHECKED BY d NS L3 SCALE I 0 0W r 0 tA UN O i L C 4) dLU4) W O CLUCC o v L wNO C 40 z 0 0 Q a W - c L L N 3Oo Z x 0 -0 z °'U t CLW 'J o a 1 f d -3 m -0 o, W - W J OY W Q a T N Q J V 0o C:C OLU zoc , 0C 'O J Wg 0 J v v W o p P-.4 f o Q L . T V7 0 P i L0.C41CO 2 0 U o -x v Z . €J L Oo y .0 E;O .N v L JOB NO. ° o C C L 072001 NC too° SHEET NO. a a S OF T 0 I eq •15 •ob IEA"MM RLSNER HOSE; AWO1 TAPE; OR NYLON NEWNG 2" HARDNGOD STAKE PLACE IOP OF ROOT BALL SLOGNIL Y ARM GRADE HARDWOOD AUCH (W 4 - DEPIN d DO NOT MXCF1 AQA M W MK OF THEE) EARTH MW AROUND 80 R&VW S71d4M OW BU1W AP III FROW TOP 1/3 OF BALLIli PLANT 01V UDanNWEV -10L J. NO LAND DISTURBING AC77WTY DHALL BEGIN UN77L 7HE 7REE ` PROTEC71 VE FENCING HAS BEEN INSTALLED BY 7HE CONTRACTOR AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT. DECinuDUS TREE -LAN77NG DETAIL NO SCALE STANDARD ORANGE VINYL CONSTRUCTION FENCE TREE BAR STAKES J----1 E E STANDARD ORANGE VINYL OR PLASTIC CONS7RUC770N FENCE ATTACHED 70 POSTS (PRE- NEATMERED WOOO, GALVANIZED STEEL, IRON OR THICK PVC PLAS77C), AT LEAST 40 ABOVE FIIWSH MADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY IVN47H POST SMALL CONTAW A WARMWG SIGN THAT CLEARLY IDEN70ES THE FENCE AS A TREE PROTECTION FENCE. TREE PRO TEC TION FENCE FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL CONSTRUCTION FENCE EVENLY DRIVEN METAL "T" BAR STAKES EXISTING GRADE BURY 113 OF POST NOTES: 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) I ( 105li IONAL S_ 0 d U-) N I U) OON Z Z 0 O U Zz n UZ Z2Lj Z p 0 (-) vo LALA V j 000 J Q) QV o, W wWWW z a a cd0000 0 S J CD3 W OpNN d Q y 10 I vii I I I I I aNeF ^QO i t N F'- < Z CL O i IQ C Uj d aU_ W MLL. LU nrJ +WW9H CD CC DATE o Q ;' O ° U 01 -22 -07 DESIGNED BY > Q) NS d S_ a CHECKED BY d NS L3 SCALE I 0 0W r 0 tA UN O i L C 4) dLU4) W O CLUCC o v L wNO C 40 z 0 0 Q a W - c L L N 3Oo Z x 0 -0 z °'U t CLW 'J o a 1 f d -3 m -0 o, W - W J OY W Q a T N Q J V 0o C:C OLU zoc , 0C 'O J Wg 0 J v v W o p P-.4 f o Q L . T V7 0 P i L0.C41CO 2 0 U o -x v Z . €J L Oo y .0 E;O .N v L JOB NO. ° o C C L 072001 NC too° SHEET NO. a a S OF T 0 I eq •15 •ob EROSION CON TROL 14RONIA EROSION & SEDIMENT CONTROL HANDBOOK SPE00CA 710N NUMBER PS PS PERMANENT SEEDING 3.32 S STRAW BAIL BARRIER 3.04 DD D V TEMPORARY DIVERSION DIKE 3.09 TO TO TOPSOILING 3.30 ST mom oo TEMPORARY SEDIMENT TRAP 3.13 CIp CULVERT INLET PR07EC77ON 3.08 SB ® SEDIMENT BASIN 3.14 DC DC DUST CONTROL 3.39 IP INLET PR07EC77ON 3.07 SF SILT FENCE 3.05 7EMPORARY SLOPE DRAIN 3.15 CE D C0NS7RUC770N EN7RANCE 3.02 SA SAFETY FENCE 3.01 CD ' CHECK DAM 3.20 TEMPORARY RIGHT —OF— WA Y 3.11 DIVERSION O ®O TREE PR07EC77ON AREA NOTES: 1. ALL TREES, IDENTIFIED TO BE PRESERVED IN THE ARB APPROVED PHASE I TREE PROTECTION PLAN (SHEET 14, ARB- 2003 -93) THAT DO NOT SURVIVE FIVE YEARS POST CONSTRUCTION SHALL BE REPLACED WITH QUANTITIES OF 6" CALIPER TREES OF THE SAME SPECIES SUFFICIENT TO EQUAL TOTAL CANOPY LOST. THE TREES SHALL BE PROVIDED PROVIDED WITH 60" ROOT BALLS, MINIMUM. EXISTING SYCAMORES SHALL BE REPLACED WITH PLATANUS X ACERIFOLIA (LONDON PLANE TREES). ASH SP. SHALL BE REPLACED BY QUERCUS ALBA. 2. THE LANDSCAPE PLAN FOR PAVILION VI THAT WILL ACCOMPANY THE SITE PLAN SHALL SHOW A 6"CALIPER TREE (SPECIES TO BE DETERMINED WITH STAFF) TO COMPENSATE FOR THE 36" ASH LOCATED WEST OF PAVILION VI AND THE 21" DOUBLE CEDAR AND 12" MAGNOLIA LOCATED WITH THE LIMITS OF THE ACCESS ROAD. T 36 3 IRON FOUND I i 1 , a , D D=— o r rIlo r j l C) I TURBANCEr EX. J!REE T r I BE R, MOvj cn CWD \ Sr-ATL TYPE DO 1 \ u, D R \ 12 v • LE \ •1 ` U' 1A M i L441' 13 i cp 4 k k j 44., i 1 R y0 i ORR SPRUCE WNW- A ho . I X MIN!`All M I.,`l r:ly M M 6 oil Alp r. do iii; • LEGEND SOIL TYPE BOUNDARY DRAINAGE DI VIDE UMI7S OF DIS77JRBANCE GRAPHIC SCALE 0 0 10 20 40 IN FEET ) 1 inch = 20 ft. d M I!7 0 0 rI N Z Z o E O 2 Z2 3ujwnwwo o Z a ZO 000 J p> U duj lot OOC) z U Q U U 3 W WW dWCLcLJ c ' Z0 Q)CSNN zo0 0 o N.,o7 0 W a No 0% W N d N •-1 aZ _w n- C d W , a LLJ o Q DATE 3rn D v 01 -22 -07 DESIGNED BY > a d s CHECKED BY a a Q) t Lo d SCALE a S. COLLINS 3 0 0N 0 u a L 0 mum Z - C W wo Q — o00 t Z N ° a U) H z a0 Q U W °C ` rrLt O m 3 C oU) Q L NZ3 c a 0 Z m m U W _ c / ° V L Oamw , 1 w Lo J o -YWQ 2 W C J o M H C W H °CtoW _HI - L °U D V) 4 A Li C 0 VW cv J w C J m 0 H z c °, Lu wW H Z To Q. Q L .m O m cO 41 U 0 O m 'o W Z m o c y Cm E - 7 O (/17 m C v_ U y O 80 JOB NO. ° m 072001 SHEET NO. a a m a 6 of 7 m +C b?•15-Da SIDE ELEVATIO G MIT Li!ti! •1 I a ZUNI, Fir 10' MIN. EXISTING PAVEMENT VDOT # 1 - POSITIVE DRAINAt1COARSEAGGREGATETOSEDIMENT MUST EXTEND FULL WIDTH ( TRAPPING DEVICE OF INGRESS AND EGRESSOPERATION VIEW no „11 FILL JC\, I IVI'q ,\ - A REINFOf MIN. SECTION B -B WASHRACK (OPTIONAL) u woo" w"Irr +. " OWN " ww11111 w+" " v& •wc STONE CONSTRUCTION ENTRANCE mb-m DETAIL N.T.S. r. SET POSTS AND TO THE POSTS. TRENCH UPSL ALONG THE LINE OF POSTS. i r now t ice , G P ;WIi Ifl a X11 1w_.li 1 ! iIf I j I N 4 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND EXCAVATED SOIL. IT INTO THE TRENCH. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. NVOL. "A " 67 CU. YD. ACRE DRY STORAGE VOL. "B" 1 WET STOR GE)) CRE v r PLAN WEW SEDIMENT TRAP SEDIMENT TRAP DIMENSIONS 6 X DRAINAGE AREA1INACRES CLASS l I RIPRAP vvv vw OR 5 ARSE A GkGA TE FILTER CL 0 TH TEMPORARY SEDIMENT TRAP 110-m PERSPECTIVE AND SECTION N.T.S. DRAINAGE TOTAL VOLUME WET DRY TOTAL OUTLET WD 7H OF WET VOLUME DRY VOLUME AREA REQUIRED ELEVATION ELEVA7701V DEPTH LENGTH BERM PROVIDED PROVIDED 0.34 AC SILT FENCE (WITHOUT WIRE SUPPORT) „„ DETAIL N.T.S. TEMPQRARY SEELW 1& ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINA 77NG TEMPORARY VEGETA 77ON IMMEDIATELY FOLLOWING GRADING. SELEC77ON OF THE SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR AND WILL BE APPLIED TO DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE W/ THIN 30 DAYS PLANTS SHOULD BE SELECTED APPROPRIATE TO 774E SEASON AND S17E COND177ONS FROM TABLES 3.318 AND 3.31C IN THE VIRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK. N07E THAT TABLE 3.318 PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUA77ON OF S17E CONDITIONS; TABLE J.31C PRESENTS MORE IN -DEPTH INFORMA7701V ON THE PLANT MA TER /ALS Notes 1.* ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER TO NOT ALLOW ACCESS TO THE SITE. 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 do SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS 4VAC50 -30 EROSION do SEDIMENT CONTROL REGULATIONS. 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 WEEK PRIOR TO THE FINAL INSPECTION. 4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 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 SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 9. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF- PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND /OR 9 CONVERT TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT. PERMANENT MID /OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED 12. AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 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 FOR MORE THAN ONE YEAR. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS 13. AND /OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR PRIVATE ROADS. IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 14. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION. 15. SEDIMENT BUILD -UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS. 16. EXISTING VEGETATION: LAWN 17. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED AND /OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL. 18. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND /OR THE PLAN APPROVING AUTHORITY APPROVES REMOVAL 19. THE STORMWATER MANAGEMENT FACILITY SHALL NOT BE PLACED IN SERVICE UNTIL AFTER THE SITE IS STABILIZED. INLET AND OUTLET PROTECTIONS WILL BE REQUIRED TO REMAIN IN PLACE UNTIL THE SITE IS STABILIZED. 45 CY EROSION CONTROL NOTES & NARRATIVE PURPOSE- THE PURPOSE OF THE LAND DISTURBING AC71WTY IS TO CREATE A RES/DEN77AL PAVILION ll AND IV (PHASE4) OF THE W41TF GABLES PRO+.E'CT WHICH IS A RESIDEN77AL CONDOMINIUM PROJECT TNTH 6 BUILDINGS 70TAL AT FINAL BUILD -OUT. THE PROJECT IS SERVED WITH A LOOP ROAD AND ONE ENTRANCE OFF RTE 250. THE SECOND AREA OF LAND DISTURBING ACTIVI TY IS FOR THE CONS TRUC71ON OF THE ACCESS ROAD THAT WILL CONNECT THE N/F KAPPA SIGMA PROPERTY TO THE NEST TO WHITE GABLES AND UL 77MA TEL Y THE LEGAL RESEARCH PROPERTY. THIS PHASE CONTAINS APPROXIMATELY 2.5 ACRES OF LAND DISTURBANCE. F"S7)NG S17E CQ "770NM AT PRESENT, 7HE INFRASTRUCTURE SHOWN ON THE PHASE I PLANS HAS BEEN COMPLETED. W17RK /S CURRENTLY BEING DONE FOR THE CONS TRUC77ON OF PAVILION V. THE EMS71NG HOUSE, THAT REMAINED IS CURRENTLY UNDERGOING REMODELING. THE PROJECT S TE, IN GENERAL, IS OPEN GRASS WITH SOME TREES THE PROJECT SITE' SLOPES OFF TO THE SOUTH TOWARD RTE. 250 AND SLOPES OFF TO THE EAST TOWARD THE LEGAL RESEARCH PROPERTY. ADJACIIIT AREAS THIS SITE IS BORDERED BY THE Ca0 RAILROAD TO THE NORTH, RT. 250 TO THE SOUTH, THE KAPPA SIGMA SITE 70 THE WEST WHICH IS CURRENTLY UNDER COUNTY REVIEW FOR A RESIDEN77AL DEVELOPMENT, AND THE NA7IANAL LEGAL RESEARCH GROUP TO 7HE EAST. MOST OF THE DRA/NWATER FROM THE SITE IS CAPTURED AND RELEASED EITHER INTO THE EXISTING DRA/NWATER SYSTEM ALONG RTE. 250 OR INTO THE DRA/NWAIER OUTFALL AROUND THE RAILROAD TO THE NORTH OF 774£ PROPERTY. THEREFORE, THE DEVELOPMENT WILL HAVE MINIMAL EFFECTS ON THE ADJACENT PROPERTIES EROSION CONTRA! MEASURES SUCH AS SEDIMENT TRAPS, BASINS, SILT FENCES. AND DIVERSION DIKES SHALL BE U77UZED 7O CONTAIN THE LAND DISTURBANCE AC77VI77ES OFFSITE LAND DiS7URBANCE NONE. QN77"L AREAS THERE ARE SEVERAL TREES THAT WILL BE SAVED THAT ARE ADJACENT TO THE FOUNOA77ON OF PAVILION N. SPECIAL ATTENTION SHOULD BE GIVEN TO ENSURE THAT THESE TREES PILL SURVIVE THE CONS7RUC7101V AC77WTY WITHIN THE OUTER EDGES OF THEIR DR /PLINES SPECIAL CARE SHALL BE GIVEN 70 ENSURE ALL GRADING AC77W TY RE7MA/NS ON THE PROPERTY. IN ADDITION, SEDIMENT TRAPS AND SILT FENCES SHALL BE USED TO PROTECT EROSION ONTO RTE 250. taL/ENCE OF CQNS7RUC770N: I. N077FY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT 70 SCHEDULE A PRE- CONSTRUC770N MEETING AS REQUIRED. 2. FUG THE CLEARING UM17S AND TREES THAT ARE 70 REMAIN. 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUC710N PROCESS WITHOUT THE APPROVAL FROM 774E INSPECTOR ON THE PROIE'CT. 4. IN AD017101V, INSTALL A CONSTRUC770N ENTRANCE FOR THE PAVILION W 97E AS WELL AS ONE FOR THE CONSTRUCTION OF 774E ACCESS ROAD. CONSTIRUC7101V ENTRANCES WHERE CONS7RUC770N VEHICLE R0U7FS INTERSECT PAVED ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR) TRACKING ON 70 7HE PAVED SURFACE WHERE SEDIMENT IS TRANSPORTED OVV70 A ROAD SURFACE, 7HE ROAD SHALL BE CLEANED 7HOROUGHL Y AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASH /NG SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER SHOULD 7H£ TEMPORARY CONSTRUC770N ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSI'VE' AMOUNT OF SOIL FOUND IRA CKED ONTO 774E PUBLIC ROADWAY, THEN A PAVED CONS TRUC710V ENTRANCE, WATER TANKER TRUCK PITH 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY 174E EROSION AND SEDIMENT CONTROL PROGRAM ADM/N/S7RA TOR 5. INSTALL THE EROSION CONTROL MEASURES AS SHOWN. PAVILION W SHALL BE CONTAINED A BY SILT FENCE TO PREVENT RUN -OFF. SEDIMENT TRAP 11 SHALL BE INSTALLED IN THE CONSTRUC770N OF THE ACCESS ROAD. SEDIMENT BASINS AND 7RAPS PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED 70 TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WI7H ANY LAND DISTURBANCE AC77VITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, 774E CONTRACTOR CAN CLEAR AND GRADE THE SITE: STABILIZATION MEASURES SMALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS DIKES, AND DI VERSIONS /MMED/A TEL Y AFTER INS TALLA 7701. Z ROUGH GRADE THE SITE, INSTALLING 774E U77LI77ES AS REQUIRED. 8. FINE GRADE, INSTALL CURB & GUTTER, INSTALL SIDEWALKS, SEED, AND FER77LIZE THE DENUDED AREAS. INSTALL INLETS AND INSTALL INLET PR07FC77ON AS SHOWN ON THE PLANS. 9. INSTALL STONE BASE AND PAVE ROADS AND DRIVEWA 10. ONCE 774E 97E IS STABIUZEO AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE 774E EROSION CONTROL MEASURES. NO 17EM SHALL BE REMOVED UNLESS 7HE UPSTREAM AREAS ARE STABILIZED AND 7HE COUNTY INSPECTOR GIVES PERMISSION. 11. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL 577E STABIUZA7101V OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHOR /ZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOS1770N OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FUTURE EROSION AND SEDIMENTATION, A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSE. DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: EROSIQN AND SED/IfE7NT CQN7RQL EASURES IT IS AN77CIPA7ED 70 USE CONSTRUCTION ENTRANCES DIVERSION DIKES SEDIMENT TRAPS AND BASINS, AND SILT FENCES PILL BE INSTALLED 70 CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACII NOES: TEMPORARY ST000LE AREAS iNLL BE MAINTAINED FROM TOPSOIL THAT MILL BE STRIPPED FROM AREAS 70 BE GRADED AND STORED FOR LATER SPREADING. S7OCKP1L£ LOCA77ANS SHALL BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY WGETA 77VE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS PW41CH WILL NO LONGER BE EXCAVATED AND WHERE CONS7RUC770N AC77M77ES HAVE CEASED. PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. SELEC77ON OF SEED M/XIUR£ WILL DEPEND ON THE 77ME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED WI7H FAST l,ERM1NA7WG VEGETA77ON IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS SEL£C770N OF SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR APPLIED. CONS7RUC77QN EFVTRANM A CONS IRUC77ON ENTRANCE WITH A WASH RACK LOCATED AT PAINTS OF VEHICULAR INGRESS AND EGRESS ON A CONS7RUC710N SITE 70 REDUCE 774E AMOUNT OF MUD 7RANSPORTED ON 70 PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON 7HE PLANS TO REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS SILT FENQ A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYN7HE77C FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POS7S AND ENTRENCHED. 70 INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA7IONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE 70 DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -70- MODERATE LEVEL CHANNEL FLOWS 7HE SILT FENCE BARRIERS SHALL BE INSTALLED DOPNV SLOPE OF AREAS W7H M/N/MAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION d• SEDIMENT CONTROL HANDBOOK (VESCH). PERMANENT STABLIZA RON. 774E ESTABLISHMENT OF PERENNIAL VEGETATVE COVER ON DISTURBED AREAS BY PLAN77NG SEED. 70 REDUCE EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS 70 PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER 7HAT IS ECONOMICAL, ADAPTABLE 70 97E COVM710015 AND ALLOWS SEIEC77ON OF THE MOST APPROPRIATE PLANT MATERIALS 70 IMPROVE WLDUFE HABITAT. 70 ENHANCE NATURAL BEAUTY. UPON COMPLE770V OF CONS7RUC770N AC771471ES ALL AREAS PILL RECEIVE A PERMANENT VEGETA 77ME COVER. TEMPORARY SEEDING:- 7HE ESTABLISHMENT OF A TEMPORARY VEGETATVE COVER ON DISTURBED AREAS BY SEEDNG PW7H APPROPRU7E RAPIDLY GROPING ANNUAL PLANTS 70 REDUCE EROSION AND SEDIMENTATION BY STABIU21NG DISTURBED AREAS 7HAT PILL NOT BE BROUGHT 70 FINAL GRADE FOR A PERIOD OF MORE 7HAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF 70 DOWNSTREAM OR OFF -SI7E AREAS, AND 70 PROVIDE PROTECTION 70 BARE SOILS EXPOSED DURING COVS7RUC77OIN UN71L PERMANENT WGETA770V OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED. DUST CONTROL' REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOU7701V AND CONS7RUC770N ACTIVITIES TO PREVENT SURFACE AND A/R MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE 7NE PRESENCE OF AIRBORNE SUBSTANCES W11CH MAY PRESENT HEAL 7H HAZARDS 7RAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE DUST CONTROL MEASURES SHALL BE EMPLOYED 70 PREVENT SURFACE AND AIR MOVEMENT OF OUST DURING C0NS7RUC7ION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH THE VESCH. IELPQRARY DIVERSION DIKE: A RIDGE OF COMPACTED SOIL CONSTRUCTED AT 7HE TOP OR BASF OF A SLOPING DISTURBED AREA M41CH DIVERTS OFF -97E RUNOFF AWAY FROM UNPROTECTED SLOPES AND 70 A STABILIZED OUTLET, OR TO DIVERT SEDIMENT- -LADEN RUNOFF 70 A SEDIMENT 7RAPPING S7RUC7UR£. MAXIMUM EFFEC77W LIVE IS 18 MONTHS. ROCK CHECK DAMS- SMALL. TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOCITY OF CONCEN7RA7ED FLOn REDUCING EROSION OF 774E SWALE OR DITCH. LIMITED TO USE IN SMALL OPEN CHANNELS P41CH DRAIN 10 ACRES OR LESS; SHOULD NOT BE USED IN UVE STREAMS STORM DRAIN INLET PR07EC770N: THE INSTALLATION OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR CURB INLET S7RUC7URES PRIOR TO PERMANENT STABILIZA770N OF THE DISTURBED AREA, UM17ED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED 70 CONTROL LARGE, CONCENTRATED S70R,MWA7ER FLOWS TEMPORARY SEDIMENT TRAP: A SMALL PONDING AREA, FORMED BY C0NS7RUC7WG AN EARTHEN EMBANKMENT WI7H A STONE OUTLET ACROSS A DRAINAGE SWALE, 70 DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH 77ME 70 ALLOW MOST TO 7HE SUSPENDED SOLIDS TO SETTLE OUT MAXIMUM EFFE 777 LIFE IS 18 MONTHS TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WITH CONTROLLED STOVRMWA TER RELEASE STRUCTURES WNCH 1S FORMED BY CONS7RUC71NG AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWAY. IT IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREA TER FOUR ENOUGH 77ME TO ALLOW MOST OF THE SUSPENDED SOLIDS 70 SETTLE OUT IT CAN BE CONSTRUCTED ONLY WHERE 7HERE IS SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY MAXIMUM EFFEC71W LIFE IS 18 MONTHS UNLESS DESIGIVED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. OUTLET PROTFC77a V. THE INS TALLAT7ON OF RIPRAP CHANNEL SEC770VS AND /OR S77WNG BASINS BELOW STORM DRAIN OUTLETS TO REDUCE EROSION AND UNDER- CU77NG FROM SCOURING AT OUTLETS AND 70 REDUCE FLOW WLOC177ES BEFORE STORMWA7ER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS CULVERT INLET PROTEC770N_• A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FROM ENTERWa ACCUMULATING IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSION CONIROL AT CULVERTS DURING THE PHASE OF A PROWE'CT WHERE ELEVA 77014S AND DRAINAGE PATTERNS ARE CHANGING: CAUSING ORIGINAL CONTROL MEASURES 70 BE INEFFECINE. SAFETY FENCE A PROTECTIVE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CONTROL MEASURE, PERAdAAOV T STAB L04 nON: AFTER CONSTRUC770N IS COMPLETED, ALL DISTURBED AREAS OF THE SITE WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VUOT STANDARDS THIS SHALL CONSIST OF 774E FOLLOWING; TOPSOIL - 2" DEPTH LIME - 2 7ONS /ACRE FERTILIZER - 600 LBS. /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 7101V SEED MIX - ERNMX -114 (45 LBS. /ACRE PENNLA IMV CREEPING RED FESCUE, 375 LBS /ACRE ARGILE KENTUCKY BLUEGRASS; 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS; 15 LBS /ACRE ANNUAL RYEGRASS 15 LBS / AC1RE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE AL7FRNATE. AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. l ER ER0SI01 AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO 7HE FOLLOWING ITEMS, A. SEDIMENT BASINS AND /OR TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, 774E GRAVEL WILL BE REMOVED AND CLEANED, OR I T WILL BE REPLACED. C. ALL SIL T FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS17701 REACHED HALF WAY TO 174E TOP OF 774E BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. Z 0 H H W ce N O W NN z JJJ Lu M n JWLLiH oQ ao z U u 19 Lu Lu Z Z Lu fi Z 0 J V z 0 U WW 0 z 0 V) cc a IoL DATE 01 -22 -07 DESIGNED BY SRC CHECKED BY S. COLLINS SCALE AS NOTED Q Q lul H Z LU % O Z J j 0 O O CL w ZCC 0 Vw V / m Q b W co I- Qcl Lu Ww J J UJ LU Z 0 U) H V) 0 W JOB NO. 072001 SHEET NO. 7 of 7 F S" Trap C"koap Ar" R"'d. Vol. A" & B" Vokiim 4- (ALL DIMENSIONS IN FEET) -A"M(C.Y.)I.D.Ac.)C.Y. Each C.Y.C I D I E I F I G I H I I I J I K I BotlDm Dim. ST2 0.339 1 22.7 1 .7 1 22.7 1 3 1 2 1 24 1 32 1 13 1 21 1 2 1 2.5 1 3 115 x 110 ORIGINAL GROUND ELEV. "F" 1 • CLASS I IRIPRAPi. ' S st - )g ,Dib 0 WHITE GABLES PAVILION II & IV -PHASE IV A General Notes GENERAL CONSTRUCTION 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS INSPECTIONS; BONDS AND OTHER APPROVAL RELATED 17E1MS IN ACCORDANCE WITH LOCAL AND STATE POLICY. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT -OF -WAY, INCLUDING COIVNEC7701V TO ANY EXISTING ROAD, A PERMIT FOR SAID CONSTRUCTION SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF 7RANSPORTA7701V (HEREAFTER ABBREVIATED VDOT). WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL PAVING AND DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT STANDARDS AND SPEaRCA7701VS OF VDOT UNLESS OTHERWISE NOTED. J. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE W17H THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR 0774ER C'ONS7RUC710N. 4. PAVED, RIP -RAP OR STA&LIZA7101V MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR HIS DESIGNEE, DEEMED IT NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 5. UNLESS 07HERWSE NOTED, ALL STORM DRAINAGE PIPE TO BE HOPE. VDOT STANDARD PIPE BEDDING DETAIL P9-1 IS REQUIRED. 6. ALL EXCAVA7701V FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). Z THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH I7S RELATIONSHIP TO THE EXISTING S17E SURVEY. 774E CONTRACTOR SHALL ALSO VERIFY ALL DIMENS/ONS 97E CON0I7701VS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY 774E OWNER AND ENGINEER OF ANY ERRORS; OMISSIONS OR DISCREPANCIES BEFORE COMMENCING OR PROCEEDING WI7H WORK. B DEVIA770NS FROM OR CHANGES TO THESE PLANS WILL NOT BE ALLOWED UNLESS APPROVED BY THE ENGINEER/LANDSCAPE ARCHITECT. 9. 7HESE PLANS DO NOT GUARANTEE 774E EXISTENCE OR NON - EXISTENCE OF UNDERGROUND U77LI77ES PRIOR TO ANY CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND LOCA710N OF, OR THE NON - EXISTENCE OF, UNDERGROUND U77LI77ES THE CONTRACTOR SHALL BE RESPONSIBLE FOR NO77FYING MISS U71UTY' (1 -800- 552 - 7001). f0. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVA7701VS AND LOCATE EXIS77NG U77LI77ES SUFFICIENTLY AHEAD OF CONSTRUCTION 70 PERMIT REVISIONS 70 PLANS lF NECESSARY. 774E EXISTENCE AND /OR LOCA770V OF U77U71ES SHOWN ON THESE PLANS MAY BE ONLY APPROXIMATELY CORRECT AND THE CONTRACTOR IS REQUIRED TO TAKE PRECAU7701VARY MEASURES TO PR07E•CT THE U77LI71ES SHOWN HEREON AND ANY OTHER EX1S77NG U77LI77ES NOT OF RECORD OR NOT SHOWN ON 774ESE PLANS THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/N4 AT HIS EXPENSE, ANY EXIS77NG U77LI77ES DAMAGED DURING CONSTRUCTION. lF A U77LITY IS DAMAGED DURING CONS7RUC7701V, STOP WORK IMMEDIATELY AND N077FY THE ENGINEER. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CON77NUOUS L Y AND NOT BE UM1 TED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD 774E OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN C:ONNEC71ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP77NG FOR LABILITY ARISING FROM 'THE SOLE NEGLIGENCE OF THE OWNER OR THE RELOCA77ON OF ANY EXISTING U77LI77ES SHALL BE AT 774E OWNER'S EXPENSE AND COMNLE7F.0 WITH THE S17E W04K. THE DEVELOPER SHALL BE .N077RED AS TO 774E RELOCATIONS REQUIRED PRIOR rO THE START OF CONSTRUCTION. ADEQUATE" AS -BUILT RECORDS OF ADJUSTMENTS WILL BE MAINTAINED BY ME CONTRACTOR. 13 BEFORE BURNING, BLAS77NG, OR 7RANSPORTA7701V OR STORAGE OF EXPLOSIVES; THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS 14. UNLESS OTHERWISE SPECIFIED, CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ROCK BLASTING, RIPPING, EXCAVATION, TRANSPORTATION, PLACEMENT, COMPACTION, EXPLORA7701V AND DISPOSAL. 15. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM 774E CONS7RUC770N LIMITS OF PAVEMENT, BUILDINGS AND WALL AREAS 16. 774E CON 7RACTOR SHALL ADEQUATELY PROTECT EQUIPMENT, MATERIALS; AND COMPLE7ED WORK FROM THEFT AND VANDALISM. THE OWNER IS NOT RESPONSIBLE FOR THE LOSS OF ANY MATERIAL STORED AT THE SITE. 17. ANY DAMAGE TO EXIS77NG PHYSICAL FEATURES (WALKS, LIGHTS: TREE SHRUBS, ETC.) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR REPAIRS OR REPLACEMENT SHALL BE MADE AS NECESSARY AT NO COST TO THE OWNER. 18. ALL TURF AREAS THAT ARE IMPACTED OR DISTURBED BY CONTRACTOR VEHICLES EQUIPMENT OR AC77WTY SHALL BE REPAIRED, REGRADED, AND RESEEDED IMMEDIA TEL Y. 19. ALL SLOPES AND DISTURBED AREAS ARE 70 BE FER71LIZED, SEEDED, AND MULCHED. MAXIMUM ALLOWABLE FILL OR CUT SLOPE IS 2.• 1. WHERE POSSIBLE, LESSER SLOPES OF 4.1 OR BETTER ARE TO BE ACHIEVED. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING STABILIZED GRASS STANDS ON ALL SLOPES 20. THE CON7RACTOR'S *VRK SCHEDULE SHALL BE COORDINATED WITH 774E OWNER AND 774E BUILDING CONTRACTOR, 21. PARKING FOR THE CONTRACTOR'S VEHICLES SHALL BE COORDINATED THROUGH 774E OWNER. THE OWNER IS NOT RESPONSIBLE FOR 774E LOSS OF ANY MATERIAL STORED AT THE SITE. PARKING OF EMPLOYEE VEHICLES WILL BE ACCOMMODATED AT 774E SITE. 22. AN APPROVED SET OF PLANS AND ALL APPLICABLE PERMITS MUST BE MAINTAINED AND MADE AVAILABLE AT 774E CONSTRUCTION S17E BY THE CONTRACTOR. 23. 774E CONTRACTOR SHALL PERFORM ALL KVRK USING THE DIMENSIONS SHOWN ON 774ESE PLANS 774E CONTRACTOR SHALL NOT USE SCALES; RULERS, DIVIDERS; MAP WHEELS OR 07HER MEASURING DEVICES TO DETERMINE SPA77AL RELA77ONSHIPS ON THESE DRAWINGS 24. THE CONTRACTOR SHALL N077FY OPERATORS WHO MAINTAIN UNDERGROUND U77LITY LINES IN 774E AREA OF PROPOSED EXCAVATION OR SLAS77NG AT LEAST TWO WORKING DAYS BUT NOT MORE THAN TEN WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVA7101V OR DEMOU770N. 25. THE POWER COMPANY WILL PERFORM ITS OWN KOORK UP TO AND INCLUDING 774E COIVNEC7701V TO THE ELECTRIC METER FOR 774E PROPOSED BUILDING. THE TELEPHONE AND CABLE TV COMPANIES WILL PERFORM THEIR OWN W'0RK UP TO THE BUILDING 26. ALL SPRINGS SHALL BE CAPPED AND PIPED TO 774E NEAREST DRAINAGE DITCH OR DRAINAGE OUTFALL. PIPE SHALL BE 6 -INCH MINIMUM DIAMETER AND CONFORM TO VDOT STANDARDS SB -1. N077FY ENGINEER IN ALL CASES UNLESS 0THERKISE SPECIFIED, FINISH GRADES AT BUILDING SHALL BE A MINIMUM OF 6- INCHES BELOW GROUND FLOOR INTERIOR FINISH FLOOR ELEVA7701V (FEE). GRADES SHALL SLOPE A MINIMUM OF 5X AWAY FROM STRUCTURES TO A POINT WHERE EITHER PROPOSED/EX1S77NG GRADES. A DITCH OR OTHER MEANS OF ADEQUATE CONVEYANCE CHANNELS SHALL COLLECT AND DIRECT RUN -OFF AWAY FROM 774E STRUCTURES. 27. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR PERFORMING AN INDEPENDENT EARTNWCMK /GRADING ES77MATE WHICH WILL SERVE AS THE BASIS OF ALL CONTRACTUAL OBLIGA7701VS BETWEEN THE CONTRACTOR AND OWNER. OWNER TO N077FY ENGINEER OF THE OUTCOME OF CONTRACTOR'S ESTIMATE. 28. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY ADD17IONAL FILL MATERIAL THAT MAY BE NECESSARY IN 774E COURSE OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR 774E DISPOSAL OF ANY EXCESS MATERIAL FROM THE SITE. ANY SUCH EAR7H- M0VING AC77WTY IS SUBJECT TO THE APPROVAL OF 774E OWNER AND ENGINEER. Site Specifics 1. DATUM: USGS. 2. BOUNDARY AND TOPOGRAPHIC 1AFORMA77ON BY ROGER RAY & ASSOC., INC. CHARLOTTESVILLE, VA, DATED 44128102. BENCHMARK ,fl: TOP SOUTHERN CORNER OF COLUMN, ELAv 5BZ77 ELEVATION ,f2: 1 NAIL SET IN BASE OF 27" MAPLE, ELEK 61146. 3. LAND USE. RES10EN77AL (MUL77fAMILY) 4. THIS S17E" IS NOT LOCATED W/7HIA A RESERVOIR WATERSHED. 5. NO PART OF THIS S17F LIES W17W A DESIGNATED 100 -YEAR FLOOD PLAIN. 6. ESTIMATED TRAFFIC GENERATION: 76 DWELLING UNI7S + (60,000 GSF. OFF7CE) = 1106 VPD BASED ON WEEADA Y 24 -HOUR PERIOD. Z PUBLIC SPACE HAS BEEN DED/CAiED TO ONLY THE ACCESS EASEMENT OVER THE ENTRANCE AND RESERVED FOR THE FUTURE ACCESS ROADS TO 807H KAPPA SIGMA AND THE NA770VAL LEGAL RESEARCH GROUP PROPER71ES SEE LAYOUT PLAN FOR DETAILS 8. ALL BUILDINGS KILL HAVE AN AUTOMATIC SPRINKLER SYSTEM AS A MEANS OF FIRE SUPPRESSION. 9 ALL BUILDINGS WILL BE ADA ACCESSIBLE. f0. MAIL WILL BE DELIVERED TO A CENTRAL LOCATION WITHIN EACH BUILDING. It BICYCLE FACIU77ES SHALL BE LOCATED WITHIN THE UNDERGROUND PARKING AREAS OF EACH BUILDING QUAN177ES TO BE DETERMINED BY OWNER. 12 RESIDEN77AL UN17S ARE PERMITTED FOR THIS SITE AS PER ALBEMARLE COUNTY 5 -023 (BOS 03119/O3). 13. ALL VDOT INLET GRATES TO BE PEDESTRIAN STYLE. SITE CONSTRUCTION 1. UPON COMPLE7701V OF FINE GRADING AND PREPARA7701V OF THE PAVEMENT SUBGRADE ,, CBR TESTS SHALL BE PERFORMED ON THE SUBGRADE SOIL. IF A SUBGRADE SOIL SUPPORT VALUE OF 10 OR GREA71R IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY 77# ENGINEER. 2. CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN ACCORDANCE WITH 774E VIRGINIA LITTER CONTROL ACT. NO LESS THAN ONE LITTER RECEPTACLE SHALL BE PROVIDED AT THE C01VS7RUC770N SITE. J. STEPS FOR INGRESS AND EGRESS IN ALL DRAINAGE STRUCTURES SHALL BE IN ACCORDANCE WITH 1DOT STANDARD ST -1. ALL DRAINAGE INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION. 4. ALL CURB INLETS SHALL HAVE A 2 -INCH LOCAL DEPRESSION AT TH1ER THROAT TO PRCM07E POS177ME DRAINAGE TO THE INLET. ALL YARD INLET RIM ELEVATIONS SHOWN ARE APPROXIMATE. FINAL ELEVA7701VS SHOULD BE DETERMINED AFTER FINAL GRADING AT THE 77ME OF FINAL ACCEPTANCE OF THE PROJECT 8. STORM DRAIN PIPE LENGTHS SHOWN ON PLANS ARE MEASURED 70 THE CENTER OF 774E CONNEC77NG STORM DRAIN ST RUCTURE& PIPE LENGTHS INCLUDE STANDARD VDOT END SEC7701VS WHERE APPLICABLE. 6 STORM DRAIN TOP ELEVATIONS SHOWN ON PLANS ARE TAKEN AT 774E CENTER Z UNLESS OTHERWISE N07ED, ALL ROOF DRAINS SHALL BE 77ED IN70 EYJS77NG AND /OR PROPOSED SEWERAGE SYSTEMS COORDINATE IN7ERGRA710N OF SYSTEM WITH ENGINEER AND 97F CONTRACTOR PRIOR TO CONSIRUC7701V a ALL PAVEMENT MARKINGS TO BE REFLEC70RIZED. ALL PAVEMENT MARKINGS SHALL MEET THE LATEST VDOT 5PECIRCA71ONS AND SHALL BE IN ACCORDANCE WI7H MUTED STANDARD:?, LATEST ED17701V. 9. 7RAj =F1C CONTROL C- ' ,WHER Rt `'ULATORY SIGNS OR BARICADES SHALL BE INSTALLED BY .T,' -/E OEVEI..:1 '7R WHEK IN THE OPINION OF THE DIRECTOR OF ENGINEERING OR HIS DESIGNEE, 77-IEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CON!x_NIENT ACCESS ALL SIGNS OR 0774ER REGULATORY DEVICES SHALL CONFOW WITH THE VIRGINIA MANUAL FOR UNIFORM 7RAFF7C CONTROL DEVICES, LATEST EDITION. WATER AND SANITARY SEWER 1. WORK SHALL BE SUBJECT 70 INSPEC71ON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRACTOR WILL BE RESPONSIBLE FOR N077FYING THE PROPER SERVICE AUTHORITY OFFICIALS AT 774E START OF THE WORK 2. 774E LOCA77ON OF EXISTING U77LI77ES ACROSS 174E LINE OF 774E PROPOSED KVRK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPR0XIMA7ELY CORRECT. 774E CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. J. ALL MATERIALS AND CONS7RUC77ON SHALL COMPLY W TH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NA7701VAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR N077FY1NG 'MISS UTILITY 1- 800 -552 - 7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CEN7ERUNE OF 774E PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES; SERVICE LATERALS; AND WATER LINES; ETC. Z ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE D17CHES 8. VALVES ON DEADEND LINES SHALL BE ROODED TO PROVIDE ADEQUATE RESTRAINT FOR 774E VALVE DURING A FUTURE EX7ENS701V OF THE LINE. 9. AS - BUILT CON57RUC7701V DATA SHALL BE MAINTAINED BY 774E CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO 774E OWNER OR HIS REPRESENTA77VE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS THE DATA RECORDED SHALL BE IN ACCORDANCE W17H THE REQUIREMENTS AS SPECIFIED IN THE A.C,SA. AS -BUILT PLAN CHECKLIST, LATEST EDITION. la ALL WATER MAINS SHALL BE CLASS 52, DUCTILE IRON PIPE UNLESS 07HERWISE N07ED. 11. 774E CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING 774E PROPER WATER MAIN PIPE LENGTHS IN ORDER TO ATTAIN THE REQUIRED RADII. 12 BEFORE FINAL RELEASE OF WA7ER METERS, PRIVATE RRELINES MUST BE TEMPORARILY SHUT OFF TO PROVE DOMESTIC COIVNEC77ONS HAVE BEEN PROPERLY MADE. 13. EASEMENTS ACROSS ADJACENT PROPER77ES ARE REQUIRED FOR INSTAUA7701V OF PROPOSED SANITARY SEWER EXTENSION. 14. RPZ BACKFLOW PREVEN7701V DEVICES ARE REQUIRED AT EACH BUILDING ONE SHALL BE ON 774E FIRE LINE AND 774E OTHER ON THE DOMES77C FEED. SITE PLAN SAMUEL MILLER DISTRICT ALBEMARLE COUNTY, VIRGINIA f 1 011 oo ice -•, VICINITY MAP SCALE: 1" = 3,000' ROBINSON DEVELOPMENT GROUP Develloper JANUARY 22, 2007 SHEET INDEX TITLE SHEET COVER SHEET 1 OVERALL & PHASING PLAN 2 LAYOUT AND UTILITY PLAN 3 GRADING PLAN 4 LANDSCAPE PLAN 5 EROSION CONTROL PLAN 6 EROSION CONTROL DETAILS 7 Special Permit Conditions 1. THE APPROVED FINAL S17E PLAN SHALL BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN (JANUARY 10, 2003 REVISION) (THE "CONCEPTUAL PLAN ") AND SPECIAL PERMIT JUS 77FICA 7701V DATED APRIL 22, 2002. MODIF /CA77ONS TO THE DESIGN OF THE INTERIOR LOOP ROAD, APPROVED BY 774E DIRECTOR OF ENGINEERING AND PUBLIC WORKS TO ACCOMMODATE FIRE TRUCKS; SHALL BE DEEMED TO BE IN GENERAL ACCORD WITH THE CONCEPTUAL PLAN. 2. AS SHOWN ON THE CONCEPTUAL PLAN, NO NEW STRUCTURES SHALL BE LOCATED IN THE FRONT (SOUTHERN) PORTION OF 774E PROPERTY. THERE SHALL BE A MINIMUM DISTANCE OF TWO HUNDRED FIFTEEN (215) FEET BETWEEN 774E SOUTHERN -MOST STRUCTURE AND 714E FRONT (SOUTHERN) PROPERTY LINE. J. 774E ENTRANCE ROAD SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY 774E APPLICANT TO AN URBAN ROAD STANDARD FROM ITS JUNC7701V WITH ROUTE 250 WEST TO 774E INTERIOR LOOP, AND SHALL INCLUDE A SIDEWALK OR 0774ER APPROPRIATE PEDESTRIAN PATH, CONSTRUCTED TO A STANDARD ACCEPTABLE TO 774E DEPARTMENTS OF PLANNING AND COMMUNITY DEVELOPMENT AND ENGINEERING AND PUBLIC WORKS, ALONG ONE SIDE COVNEC77NG 714E INTERIOR LOOP TO THE PUBLIC SIDEWALK AT IVY ROAD. 4. ALL ROADS ON 774E PROPERTY CONNECTING TO ADJACENT PROPER77ES AS SHOWN ON THE CONCEPTUAL PLAN SHALL BE CONSTRUCTED BY THE APPLICANT TO AN URBAN SEC7701V STANDARD, WITH A MINIMUM WIDTH OF TWENTY (20) FEET, FINAL WIDTH TO BE DETERMINED AT THE 77ME OF FINAL S17E PLAN APPROVAL BY THE DIRECTOR OF ENGINEERING AND PUBLIC WORKS ALL ROADS CONNECTING TO ADJACENT PROPER77ES SHALL INCLUDE A SIDEWALK OR OTHER APPROPRIATE PEDESTRIAN PATH ALONG ONE SIDE, CONSTRUCTED TO A STANDARD ACCEPTABLE TO 774E DEPAR714ENTS OF PLANNING AND ENGINEERING AND PUBLIC WORKS, PROVIDING A CONNEC7701V TO THE PUBLIC SIDEWALK 5. AN ACCESS EASEMENT HAS BEEN DEDICATED ON THE SUBJECT PROPERTY FOR TRAFFIC FROM THE N/F KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 27B, DB 2226 -218, 225 PLAT & DB 2706 -163, 168 & 169 PLAT). THIS ACCESS SHALL BE CONSTRUCTED BY THE APPLICANT TO 774E SAME STANDARD AS REQUIRED IN COND17701V 4. 6. A CONSOLIDATED ENTRANCE WILL BE LOCATED TO THE WEST OF 774E WHITE GABLES PROPERTY ON 774E N/F KAPPA SIGMA PROPERTY (TAX MAP 60, PARCELS 27 AND 278) AN ACCESS EASEMENT HAS BEEN DEDICATED TO CONNECT THE LEGAL RESEARCH GROUP PROPERTY (TAX MAP 50, PARCEL 25) TO THIS CONSOLIDATED ENTRANCE (DO 2226 -218, 225 PLAT & DB 2706 -163, 168 & 169 PLAT). )THE SEGMENT OF 774E ACCESSWAY TO CONNECT THE WHITE GABLES PROPERTY TO THE LEGAL RESEARCH GROUP PROPERTY HAS BEEN CONSTRUCTED WITH 774E PHASE ll WHITE GABLES S17E PLAN. THE APPLICANT WILL CON71NUE TO *ORK TIME VIRGINIA DEPARTMENT OF 7RANSPORTA7701V (MOT) AND THE COUNTY'S DIRECTOR OF ENGINEERING /U PHASE THE COIVSTRUC7I01V OF 774E RIGHT IN/IRIGI-lT OUT ENTRANCEAWIT ON 774E WH /TLS GABLES PROPERTY TO REPLACE 774E EXIS77NG ENTRANCE ONCE 774E SAID CONSOLIDATED ENTRANCE IS CONSTRUCTED. Z WITHIN EACH PAVILION SHOWN ON THE CONCEPTUAL PLAN, THE LARGEST CONDOMINIUM UNIT SHALL BE AT LEAST THIRTY (30) PERCENT LARGER, BASED ON FLOOR AREA, THAN 774E SMALLEST UNIT WI7HIN THE SAME PAVILION. 8. THE APPLICANT SHALL COMPLY WITH ALL REQUIREMENTS OF 774E VDOT RELATED TO DESIGN AND CONSTRUCTION OF THE ENTRANCE TO 774E PROPERTY, AS OUTLINED IN ITS LETTER OF JANUARY 28, 2003 (ATTACHMENT H). 774E APPLICANT SHALL BE RESPONSIBLE FOR THE COST OF A TRAFFIC SIGNAL AND ITS /NSTALLA7701V (THE SIGNAL ") AT 774E INTERSECTION OF ROUTE 250 WEST AND AN ACCESS POINT SERVING THE PROPERTY APPROVED BY VDOT AND THE COUNTY'S DIRECTOR OF ENGINEERING, AS PROVIDED IN THIS COND1770N. UNLESS 774E SIGNAL ALREADY HAS BEEN INSTALLED, 774E APPLICANT SHALL PAY TO THE COUNTY 174E COST OF 774E SIGNAL AS FOLLOWS 8A. PRIOR TO 774E ISSUANCE OF A BUILDING PERMIT FOR 774E FOURTH PAVILION, 774E APPLICANT SHALL PLACE FUNDS IN ESCROW OR PROVIDE OTHER SECURITY SECURITY") ACCEPTABLE TO THE COUNTY IN AN AMOUNT EQUAL TO THE COST OF 774E SIGNAL (CURRENTLY ESTIMATED TO BE $140,000), WHICH AMOUNT SHALL BE CALCULATED IN 774E YEAR IN WHICH THE SECURITY IS PROVIDED. 774E SECURITY SHALL COIV77NUE SO THAT IT IS AVAILABLE TO PAY FOR 774E COST OF THE SIGNAL UN77L TEN (10) YEARS AFTER 774E DATE OF APPROVAL OF THIS SPECIAL USE PERMIT,• SECURITY PROVIDED THAT IS NOT IN AN INTEREST - BEARING ACCOUNT SHALL BE ANNUALLY RENEWED, AND 774E AMOUNT OF THE SECURITY SHALL BE ADJUSTED EACH YEAR ACCORDING TO 774E CONSUMER PRICE INDEX; 8B. IF, AT ANY 77ME UN77L TEN (10) YEARS AFTER 774E DATE OF APPROVAL OF THIS SPECIAL USE PERMIT, MOT AUTHORIZES IN WR /77NG 774E INSTALLA7101V OF 774E SIGNAL, AND VDOT AND 774E COUNTY'S DIRECTOR OF ENGINEERING APPROVE 774E SIGNAL'S INSTALLA71ON BEFORE THE APPLICANT HAS OBTAINED A BUILDING PERMIT FOR THE FOURTH PAVILION, 774E COUNTY MAY DEMAND PAYMENT OF 774E COST OF THE TRAFFIC SIGNAL, AND 774E APPLICANT SHALL PAY 774E COST TO THE COUNTY WITHIN THIRTY (30) DAYS; AND 8C. THE COUNTY MAY APPLY 774E APPLICANT'S SECURITY TO CONSTRUCTION OF THE ACCESS ROAD OR 07HER ELEMENTS OF 774E FUTURE 7RANSPORTA77ON IMPROVEMENT PROJECT OTHER THAN THE 7RAFF7C SIGNAL. 9. 774E APPLICANT SHALL PROVIDE BICYCLE FACIL177ES AND WALKWAYS IN CONJUNC7701V WITH ROAD IMPROVEMENTS TO IVY ROAD AS REQUIRED BY WOT AND THE DEPARTMENT OF ENGINEERING AND PUBLIC WORKS IN COIVJUNC77ON WITH PRELIMINARY SUBDIVISION /S17E PLAN APPROVAL. STANDARDS AND SPECIFICATIONS VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, DATED 1994. VIRGINIA DEPARTMENT OF 7RANSPORTA7701V (VDOT) ROAD AND BRIDGE STANDARDS, DATED 2001. VIRGINIA DEPARTMENT OF COIVSERVA7101V AND RECREATION, DIVISION OF SOIL AND WATER, CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. ALBEMARLE COUNTY SERVICE AUTHORITY, GENERAL WATER AND SEWER CON57RUC710N SPECIFICATIONS, ADOPTED JANUARY 15, 1 voll PLANNER /ZONING &UV6JUw ENGINEERING BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPOR TA TION, SCOTTR COLLINS?. No. 35791 O lsSSIONAL E: Z 0 H H W ce N0 LL , ai W N p[N in zw w >v U_w Lurn JwwOH. C Cie Go U iJ W uj Z Z Lu Z J 0 V z o tnw 0 z 0 d N I I N l- DATE 01 -22 -07 DESIGNED BY SRC CHECKED BY SRC SCALE NIA CI O0 NO. 072001 SHEET NO. 1 of 7 C100 u Cu CD CD -0 nJ CD 41 u 0 o, o, s d --z J T C5J o w O U i a wU az IL iC a 0- N A o> 3 uLA C5s OL U) v Q d v S 3 u CD u v 0 i. di a o a, c od W o C 0 v U NCo p U C 0o -- a 3 o W c W 3 L c °a, o U y 0 -,O a a° N L L 3 o C ° T N 0 E o D UcL 0 o a c o rn j C J o 0_ U O i aN C:o V o UX ar E 0c C: 134v _D E 0 u, 0 2 U U N 0 >Q)v) o 2 v 0CL03 C N O Oa a a a O CLC F- O a z VJ r uW W Lu V G W VW (n co < Q W W p J U W F_ V W W J Wf J w H 7w Q V) 3: O0 NO. 072001 SHEET NO. 1 of 7 C100 u Cu CD CD -0 nJ CD 41 u 0 o, o, s d --z J T C5J o w O U i a wU az IL iC a 0- N A o> 3 uLA C5s OL U) v Q d v S 3 u CD u v 0 i. di a o a, c odW o C 0 v U NCo p U C 0o -- a 3 o W c W 3 L c °a, o U y 0 -,O a a° N L L 3 o C ° T N 0 E o D UcL 0o a c o rn j C J o 0_ U O i aN C:o V o UX ar E 0c C: 134v _D E 0 u, 0 2 U U N 0 >Q)v) o 2 v 0CL03 C N O Oa a a a O CLC F- O IRON i FOUND r ` N19 °4945 "E — 3g8.3_ o KENRIDGE 823.4 ZONING USE. • CO COMMERCIAL OFFICE DENSITY RESIDENTIAL AND OFF /CE " J zFUTUREUSEMEDIUMDE AGNETIC _ ... 425.06 ' PHASE I '\_— y M I _ _ — I -.l w 1 IRON — - -- - --I PHASE II o ) ND - s - - -- ,F pDI -- pAVILiON I R. PAVILION V 1 - -- ' PHASE 1 - 1 ) cNl CESS PH ASE 11 w I I i I OAD w cn iPAVILIONIII PHASE 1 N C ° ( I 4 rn 00 Ii I' I 10 i COMMON ELEMENT f 1 EASEMENT ACCESS I ' _.___ —. —__ J7 C) 177II / ' \ ,, I _ VARIABLE WIDTH ACCESS EASEMENT W IRON I — —, - - --- - - -- \ I FOUND 4 - - -+ _— 20' DFAINA E EASEMENT 1 ONION t I VAR. WID J SITE DISTANE I I EASEMENT I , CO ELEMENT 30'PRIVATE ACCESS - E ENT r q < i I I _ _ _ _ ON STREET PARKING /IPHAA \ 1 '.- '/ E PACES ARE ! i I I \. S ROAD \ I Mount - .... AC - - -- _ I 1— I Ji PAVILION IV PAVILIONIONVIII II I I PAVILION (PHASE IV) (PHASE / QPHASEII ` III II ; i PHASE Cm PIPE C) zINV OUT = C) 569.7 II CtI i I PHASE III 517.21 FOUND / I li 124.84 672.06 RAPHIC SCALE ON S23 04 55 W so 30 15 0 30 90 Q i R J ECT AREA l/ /PRO FOUND RESEARCH GROUP l IN FEET) -Z i NING USE. • CO COMMERCIAL OFFICE i 1 inch = 30 ft. v U I j O 0;I 1 i Abbrevations Site Data Phasing Plan Description EXISTING PROPOSED ITEM DEVELOPER: ROBINSON DEVELOPMENT GROUP PHASE 1 AND 2 CONSTRUCTION INCLUDES ALL150WESTMAINSTREET, S!Ul7F 1100 OHE OHE OVERHEAD ELECTRIC NORFOLK VA 23510 IMPROVEMENTS SHOWN HEREON AS EXlS77NG. OHT OHT OVERHEAD TELEPHONE (434) 4d9 -5275 CG CG CURB WITH GUTTER ZONING: CO W/ SPECIAL USE PERMIT FOR RESIDENTIAL PHASE 3, OR ANY FUTURE PHASE, CONSTRUCTION SHALL LP LP LIGHT POLE (SP -02 -023) INCLUDE 774E FOLLOWING IMPROVEMENTS: 774E PAVILION UGE UGE UNDERGROUND ELECTRIC LINE TAX MAP / PARCEL: TM 60, PARCEL 26 S7RUCTURES LABELED II, IV AND W (AND THEIROHEOHEOVERHEADELECTRICLINE7.UGT UGT UNDERGROUND 7ELEPHONE LINE TOTAL SITE 097 AC. (309,145 SF) ASSOCIATED FOUNDATION PLANT7NGS), THE FUTURE RCP RCP REINFORCED CONCRETE PIPE MAGISTERIAL DISTRICT SAMUEL MILLER CONNECTOR ROAD TO THE KENRIDGE PROPERTY TO THE FHA FHA FIRE HYDRANT ASSEMBLY WEST THE STONE WALL IN FRONT OF PAVILION VI AND TC TC TOP OF CURB SETBACKS. • FRONT 215, SIDE 0, REAIR 0' THE FOUR PARKING SPACES IN FRONT OF 774E EXIS77NG BC BC BOTTOM OF CURB PARKING: 10' FROM PUBLIC R. 0. W. MANOR HOUSE. AT 7HE 77ME OF PHASES 3 AND 4 LP LP LOW POINT CONS77?UC770N THE DEVELOPER WILL BE ALLOWED TO DI Dl DROP INLET SPECIFY WHAT IMPROVEMENTS WILL BE INCLUDED WITH CO CO CLEAN OUT EACH PHASE, PHASE 3 IS EXPECTED TO BEGIN WI THIN 6WVWVWATERVALVE YD YD YARD DRAIN MON7VS TO A YEAR AFTER 774E COMPLETION OF PHASE 4. SC SC SIAMESE CONNEC77ON ALL PHASE IMPROVEMENTS FOLLOWING PHASE /SHALL BE MH MANHOLE BUILT OR BONDED PRIOR TO 774E COMPLE77ON OF 774E MIN MINIMUM SIX7H PAVILION OR TEN YEARS FROM 77-IE DATE OF MAX MAXIMUM APPROVAL OF SP- 02 -23. THERE WILL BE A MAXIMUM OF OC ON CENTER OD OUTSIDE DIAMETER SIX (4) PHASES OH OVERHEAD PVC POLYVINYL CHLORIDE PHASE 3 C0NS7RUC170N WILL INCLUDE THE CONS7RUC110N 1P REINFORCED CONCRETE PIPE OF PA WLION W. TREE TO BE RELOCATED TBM TO BE MOVED PHASE 4A SHALL INCLUDE THE CONS7RUC77ON OF 774E TBR TO BE REMOVED ACCESS ROAD TO THE WEST TVA T WILL CONNECT 7HE TBS TO BE SAVED WH17E GABLES SITE TO 77-1E KENRIDGE PROPERTY. PHASE TC TOP OF CURB 48 SHALL INCLUDE THE CONSTRUC770N OF PAVILION Il AND TIP TYPICAL UG UNDERGROUND IV. PHASE 4A WILL BE CONS7RUC7FD PRIOR TO VDOT VIRGINIA DEPT. OF 7RANSPORTA 71074 APPROVAL AND CONS7RUC710N OF PHASE 3 AND PHASE A VR AIR RELEASE VALVE 4B. H 0 o SC0 COLLINS' O No. 35791 i o sSIONAL E I 0U) 0 O N Z 0 O D U)WwWLu o ` o goo \\ 0 T O ! l T C jopjj Z oooo ZQ) Q) (j Q) W QC 'WWWW T OO d IW J WWWW 3 z Z a p NN^ zIcQfnII I C14 aIIIII N ^00 I N NC1 W N W Z ul OD U- ((n a kWLu WLa o ¢ ~ DATE /m D 01 -22 -07 DESIGNED BY v dS CHECKED BY S. COLLINS dL3 SCALE v 1" = 30' 3 I O0 Nr- C> kn v 0L Lo Q, d W w oN o 00 z C:0C CH00 uj N N L i A 0 w^ L Y / V N 3 Z N z 3L E . C a oU w 0J = o Q a La O 3 W C) °2 W a z 0 _o T N WQ° J Eo F1 - 0 UC NC H .L OU L rn w W C v J w oJ > rn w o J U w 0 L .H 0 Q 4)CLU) oL L Q i+NC U J UX N N J _E0 v ° G 3 j U,O N U 3 U O C U > NNO JOB NO. ° o 072001 C too SHEET NO. a ° 2OF7 a T o LIPRO = 2 +9 0 I i I' i 1 rT0 m / O I - n I Cz i 1 cn c0 p gy o ti" A oG Zm Z 00 r. I \ \ s I C2 - --2 SI G UNIT K I jo I n, A kp ZZ . I Z G G II 8" 0 IPE zz A IN IN= 7 z i I I T II I ASH 5S I O 0 D 4 PINE I 1 +00, 2 „ IYYICM pGNOI_IA R, COMMbN (ELI 30'PR'IVATE 36 EASEME TSPRUCE KD `'DI IONA 6 LAND 4 / AC E / of ko 0 II MAGO IA I I I C s I I (CCCF) \ 1 \ GPAPHIC SALE 20 10 20 I ee 60 NOTE: PROPOSED UTILITIES TO BE INSTALLED AS SHOWN IN THE WHITE GABLES CONSTRUCTION PLANS (PHASE 1). USE THESE PHASE 2 PLANS TO INSTALL TIE -IN UTILITY POINTS TO PAVILION V. THESE PLANS GENERALLY REFLECT AS- BUILT" INFORMATION" FROM PHASE 1, HOWEVER, CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES FOR THE TIE -IN. I rrI IIZ7 I I rm O IIZ Im r IIm 1 IRONFOUND L t - uGT — 1 _ _ - — j ADDITION 1 I1.490 ACRe 0 Of 30' &VARIABLE WIID11i, 1 1, ACCESS EASEMENT II \DB 1896 P. 237(pl a t)z ' I CO L0 Q_ DB 738 P. 343(plat) _- \ 1 k II d I p I2 +08.2 < 1IW1IL I w EX. TREE TO I o° og MOVED D j \ \l w a1 0 N LJ 0) 1 DW -- 0, T A 20'WATER EASEMENT PUBLIC WATER N) EXISITNG FIRE PROTECTION G - --EXISTING 1 +72.35 D.B. 3Q59- 532)' PUBLIC SEWER 00 I PRIVATE SEWER LATERAL E _ 22• ELECTRIC h a rr 0 z Sub-base h 21 Ken ridge Park Drive 760 910 D vl m 14.10 sm9.5 DOU CED R bm25 A- PROPOSED SIDEWALK 8 0.6 1 6.05 PROPOSED CURB 1 1 COBBLESTONE TO MATCH EXISTING)MAPL I I OLIA G 7l 22 C -C to EX. TREE TO /' 4'GSPRUCE 14 o RF REMOVED, ET INE o _;0 6 s 14 o O PINE_ 0 I O Q I PROPOSED v / / STOP SI :v O / 0 ' I / IN FET) /1 inch 0 ft. / I I GAS PROVIDER TO INSTALL ALL LINES UP TO METER; TYP. CONTRACTOR TO COORDINATE WITH GAS COMPANY. CONTRACTOR TO CONTACT LANDSCAPE ARCHITECT /ENGINEER FOR CONDUIT LOCATION AND QUANTITIES DOMINION VIRGINIA POWER TRANSFORMER SPRINT TELEPHONE PEDESTIAL 4" Min. COBBLESTONE (JUMBO) EDGING TO BE SET 6 (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS. 6 " 6" VDOT #57, #68 OR #78 STONE BASE UNDER CURB. COBBLESTONE CURBING NO SCALE 2" SM -2A SURFACE COURSE —\ 3 " BM -2A INTERMEDIATE COURSE 8" COMPACTED_,--- AGGREGATE BASE COURSE, VDOT EXISITNG STORM DRAIN DW --EXISITNG DOMESTIC WATER W—EXISITNG PUBLIC WATER F - - --EXISITNG FIRE PROTECTION G - --EXISTING GAS c EXISTING PUBLIC SEWER EXISTING PRIVATE SEWER LATERAL E _EXISTING ELECTRIC 4" Min. COBBLESTONE (JUMBO) EDGING TO BE SET 6 (X) ABOVE PAVED SURFACE ONLY ALONG ENTRANCE ISLAND AND ALONG PUBLIC ACCESS ROADS. MORTAR ALL JOINTS AT THESE LOCATIONS. 6 " 6" VDOT #57, #68 OR #78 STONE BASE UNDER CURB. COBBLESTONE CURBING NO SCALE 2" SM -2A SURFACE COURSE —\ 3 " BM -2A INTERMEDIATE COURSE 8" COMPACTED_,--- AGGREGATE BASE COURSE, VDOT 21A COMPACTED SUBGRADE KENRIDGE PARK DRIVE Table 4: Pavement Design DOT Pavement Desi n Guide Ili111111111111111111111111111111111111111111111111111111111 O 0 20 H W 1 l l l I I I I I Ifir*• l 69 -ft a. a4,•.. M1d... M,.•.. V,.•.. l •.. 41, •.., ADT 21A COMPACTED SUBGRADE KENRIDGE PARK DRIVE Table 4: Pavement Design DOT Pavement Desi n Guide 0Z O UU 0 20 H 2 w W Pavement - De - - - sign R-F= I a Dp --Location ADT HC'V Design ADT CBR DO--Surface h a Base b i i Sub-base h Ken ridge Park Drive 760 15 910 5 5 14.10 sm9.5 2 2.25 bm25 3 2.25 21 B 8 0.6 1 6.05 I I R/W C/L R/W COBBLESTONE COBBLESTONE POINT OF EDGING EDGING FINISHED GRADE 2" SM -9.5 11 3' BM -25 ` 8" 21 -B 17.0 11.0 — PARIf DRlil' S'CT_foJV X30' PRITIATE' R/WJ NOTES: 1. CONTRACTOR TO REFER TO WHITE GABLE CONSTRUCTION PLANS FOR ALL IMPROVEMENTS AND EASEMENTS AS SHOWN PROPOSED UNDER PHASE 1 CONSTRUCTION. 2. ALL SIGNAGE ON SITE TO BE OUTSOURCED BY ARCHITECT. 3. EXISTING INGRESS /EGRESS ENTRANCE SHALL BE MODIFIED AS SHOWN ON THIS PLAN AFTER THE CONSTRUCTION OF THE KENRIDGE PARK DRIVE ACCESS ROAD, BUT PRIOR TO BUILDING PERMITS BEING ISSUED FOR PAVILIONS 11, IV, & VI. rA1/cu NO SIDEWALK SUB -BASE SHALL EITHER BE 95% COMPACTED SOIL OR 6" OF COMPACTED 21B STONE. NO SCALE Y TT R. COLLINSZ No. 35791 1 © / 1 ,- ewe• ZONAL ENC*, 1 Z 0Z O UU 0 20 H 2 w W 0 N WO W N O ZO J mJ W > 4 IL W k W o Q DATE Uof -22 -o7 DESIGNED BY SRC CHECKED BY SRC SCALE SRC LU W Q Q wig Cn > a Q z T L ri HoJ WWKzI a W Q W mWQ J U Q coOfI-U) Qo0 A wg w H Q 0 I m JOB NO.V 072001 SHEET NO. 3 of 7 i i i i 4.5" 4" 4" STONE BASE TYPE 21A STONE) SIDEWALK E av 0 M 00ti 0 1U O 3 O Td J N 6 Z O d J O) 3 L7 Z r-iA Q Q' 0 117 Q W V)Q CL d Q N N CD 3 N Ln dS CL Ln N 4 d LD N S 3 CD00 CLJ n 0 ul41 UN O id a1• to. 0S pinn+ I icz + 1 1 ..A 1 I - v _ Abb. Description TCommon Name uantity Caliper I Size Root Comments 11111 REWV1RCED RU89ER HOS TREES MG Magnolia rodiflora 'Claudia Wannamaker'Claudia Wannamaker Magnolia 3 4' -5'B &B Standard;straight trunk;uniform branchin FP Fraxinus Denm4vanica Green Ash 6 2" coli a B &B Standard;straight trunk;uniform branchin CC Cercis canadensis Eastern Redbud 4 1.5 "call a B &B Standard;straight TRUNK OF TREE) trunk;uniform branchin TC Tsu o canadensis Canadian Hemlock 1 6 4' -5'1 B &B I Standard;straight trunk;uniform branchin Additional Notes: Contractor to verify quantities and report any discrepancies to the Landscape Architect. All plant subsittutions shall be approved by Landscape Architect prior to installation. GENERAL NO TES 1. PLANT MATERIAL SIZES ARE TO COMPLY W1774 THE LATEST EDITION OF AMERICAN STANDARDS FOR NURSERY STOCK, PUBLISHED BY THE AMERICAN ASSOCIA71ON OF NURSERYMEN. 2. CONTRACTOR SHALL ASCERTAIN LOCATION OF ALL U77LI77ES PRIOR TO EXCAVATION. PRIOR TO COMMENCING ANY WORK, CONTACT MISS UTILITY" AT 1- 800 - 552 -7001. J. MARKING. ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE MARKED W1774 PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING AC7714TY SHALL BEGIN UN77L 774E TREE MARKING HAS BEEN INSTALLED BY 774E CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING DEPATMENT. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SHRUBS AND TREES THAT ARE REQUIRED PER APPROVED LANDSCAPING PLANS. DYING OR DEAD PLANT MATERIALS ARE TO BE REPLACED DURING THE NEXT PLAN77NG SEASON. 5. ALL PLANT MATERIAL TO BE GUARANTEED DURING INSTALLA77ON AND UNTIL FINAL PROJECT ACCEPTANCE. ANY PLANT MATERIAL WHICH DIES, IS DAMAGED OR DISEASED, OR IS UNHEALTHY AND IN UNSIGHTLY CONDITION, OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE SHALL BE REPLACED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 6. ALL PLANT MATERIAL QUAN77TY COUNTS ON THE PLAN ARE THE RESPONSIBILITY OF THE CONTRACTOR. PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. Z NO CHANGES TO PLANT SCHEDULE UNLESS FIRST APPROVED BY THE ALBEMARLE COUNTY PLANNING DEPARTMENT AND THE LANDSCAPE ARCHITECT. TREE PROTECTION NOTES 1. HEAVY EQUIPMENT VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 2. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. J. NO LAND DISTURBING ACTIVITY DHALL BEGIN UN77L THE TREE PR07EC77VE FENCING HAS BEEN INSTALLED BY 774E CONTRACTOR AND INSPECTED BY THE COUNTY ENGINEERING DEPARTMENT. RavoW WIMAP FROM MP 1/3 OF BALL REMOVE BURLAP FROM TOP 1/3 OF BALL EARTH BERM AROUND BED SHREDDED HARDWOD MULCH WIN. 3' DEPTH) DO NOT MULCH AGAINST STEM. ORIGINAL SOIL, AMEND AS REQUIRED UNDISTURBED SOIL NOTE: REMOVE ALL DEAD, BROKEN, DISEASED AND NEAK BRANCHES SHRUB PLANTING DETAIL NO SOME STANDARD ORANGE VINYL CONSTRUCTIOIN FENCE TREE BAR STAKES STANDARD ORANGE WNn OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE - WEATHERED MWD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40' ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDEN77FIES THE FENCE AS A TREE PR07EC7701V FENCE. TREE PROTECTION FENCE FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL' CONSTRUCTION FENCE EVENLY DRIVEN METAL '"T" BAR STAKES EXISTING GRADE BURY 113 OF POST NOTES: 1. BARRIER PREVENTS CIOMPACTION OF SOIL AROUND ROOTS BY' CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DIRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN' TREES) NO SCALE 1 CC 1 1 1 1 1 t 1 1 1 ON 1 1 OUND 1 \ 1 MG \ \ \ f I I I Ic I G r. 1 FP l f I I l I I Il- 1 CC / I / D n EX. THE TO BE REMOVED 1 G 1 MG 1 0 CC — I 1 I I I I 1 I II I I I I I I I 1 I I I I -- J 1 CC I I \ I I I I I I I I 1 I 3 TC 1 0 I II N II 1 FP I I 1 I I 1 1 \ r \ \ Ile 1 G A \C b G i N) 0 1 FP I II iii ,!`:I!- ----- s TH 0 COLLINS';?, WSSCOLTA. U No. 35791 SSIONAL E d U7 I cn CD CU 0 N Z OuZ zzz U P4 LU 1Uf`ti ti jmjj Q J 0000 Q)QVj £ LV c z CL Ice DODO 0 L, Li J ] J J ] J 3 w a OI OI I I I I I I Z cVtfNNo) I N OM N N .-i W t; * $ 2Z JJW J 0%d ILL W a t uiO -V) C Q DATE a, 00 = 3 U 01 -22 -07 DESIGNED BY NS d Cl- s CHECKED BY Ln NS d L3 SCALE 0, f 3 I 0 0 U i V1 V o, 0i CL i CL LO LAJ :3 w a) E - C W w Q oN o U L 0 1--4 0 0a W y 3 o L Z 3 X )- o V z W 0Jo oCL 1 w a mW a o W N jE < E o H C U m °N u7 Q Co Q v z °' n LU ,v W "C H C LL.! U w o H To Q L . rr^^ 0V/ 0 ` a-, o N U O Ux D E 00 N -H N E U.o rn 0 D U O L U0 j JOB NO. °6 072001 C 0vo SHEET NO. n a 5 OF 7 r H 0 ot'15'0 PRUAE OR DAMAGED BRANCIIES DO NOT PRUNE I I I I :•:11111 REWV1RCED RU89ER HOS ARWR TAPE OR Nnav NEW HAR WW STAKE PLACE TOP OF ROOT BALL SUGFIXY ABOW GRAD IaI HARD WOW rMULCH DO NOT MLALCH AGAINST TRUNK OF TREE) BERM • I I 'E1 REWME STRING FROM 70P 1/3 OF BALL 1 I PLANT ON I :• I SO DECIDUOUS ZREE BLAN77NG DETAIL NO SC" STANDARD ORANGE VINYL CONSTRUCTIOIN FENCE TREE BAR STAKES STANDARD ORANGE WNn OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE - WEATHERED MWD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40' ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDEN77FIES THE FENCE AS A TREE PR07EC7701V FENCE. TREE PROTECTION FENCE FOR USE FOR TREE MASSES) STANDARD ORANGE VINYL' CONSTRUCTION FENCE EVENLY DRIVEN METAL '"T" BAR STAKES EXISTING GRADE BURY 113 OF POST NOTES: 1. BARRIER PREVENTS CIOMPACTION OF SOIL AROUND ROOTS BY' CONSTRUCTION EQUIPMENT. 2. EXTEND FENCE TO DIRIPLINE AT ALL POINTS (DRIPLINE IS DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) TREE PROTECTION DETAIL (FOR USE FOR SPECIMEN' TREES) NO SCALE 1 CC 1 1 1 1 1 t 1 1 1 ON 1 1 OUND 1 \ 1 MG \ \ \ f I I I Ic I G r. 1 FP l f I I l I I Il- 1 CC / I / D n EX. THE TO BE REMOVED 1 G 1 MG 1 0 CC — I 1 I I I I 1 I II I I I I I I I 1 I I I I -- J 1 CC I I \ I I I I I I I I 1 I 3 TC 1 0 I II N II 1 FP I I 1 I I 1 1 \ r \ \ Ile 1 G A \C b G i N) 0 1 FP I II iii ,!`:I!- ----- s TH 0 COLLINS';?, WSSCOLTA. U No. 35791 SSIONAL E d U7 I cn CD CU 0 N Z OuZ zzz U P4 LU 1Uf`ti ti jmjj Q J 0000 Q)QVj £ LV c z CL Ice DODO 0 L, Li J ] J J ] J 3 w a OI OI I I I I I I Z cVtfNNo) I N OM NN .-i W t; * $ 2Z JJW J 0%d ILL W a t uiO -V) C Q DATE a, 00 = 3 U 01 -22 -07 DESIGNED BY NS d Cl- s CHECKED BY Ln NS d L3 SCALE 0, f 3 I 0 0 U i V1 V o, 0i CL i CL LO LAJ :3 w a) E - C W w Q oN o U L 0 1--4 0 0a W y 3 o L Z 3 X )- o V z W 0J o oCL 1 w a mW a o W N jE < E o H C U m °N u7 Q Co Q v z °' n LU ,v W "C H C LL.! U w o H To Q L . rr^^ 0V/ 0 ` a-, o N U O Ux D E 00 N -H N E U.o rn 0 D U O L U0 j JOB NO. °6 072001 C 0vo SHEET NO. n a 5 OF 7 r H 0 ot'15'0 EROSION CON TROL WRGINIA EROSION do SEDIMENT CONTROL HANDBOOK SPECIFICATION NUMBER PS PS PERMANENT SEEDING 3.32 ST STRAW BAIL BARRIER 3.04 DD DV TEMPORARY DIVERSION DIKE 3.09 TO TO TOPSOILING 3.30 ST 9 - 0 - - s TEMPORARY SEDIMENT TRAP 3.13 C/P CULVERT INLET PROTECTION 3.08 SB ® SEDIMENT BASIN 3.14 i DC DC DUST CONTROL 3.39 p INLET PR07EC77ON 3.07 SF -7 SIL T FENCE 3.05 TSD r - - - =TEMPORARY SLOPE DRAIN 3.15 CE CONSTRUCRON ENTRANCE 3.02 SA SAFETY FENCE 3.01 CD ' CHECK DAM 3.20 TEMPORARY RIGHT -OF -WAY 3.11 DIVERSION OP ®O TREE PROTECTION AREA NOTES: 1. ALL TREES, IDENTIFIED TO BE PRESERVED IN THE ARB APPROVED PHASE I TREE PROTECTION PLAN (SHEET 14, ARB- 2003 -93) THAT DO NOT SURVIVE FIVE YEARS POST CONSTRUCTION SHALL BE REPLACED WITH QUANTITIES OF 6" CALIPER TREES OF THE SAME SPECIES SUFFICIENT TO EQUAL TOTAL CANOPY LOST. THE TREES SHALL BE PROVIDED PROVIDED WITH 60" ROOT BALLS, MINIMUM. EXISTING SYCAMORES SHALL BE REPLACED WITH PLATANUS X ACERIFOLIA (LONDON PLANE TREES). ASH SP. SHALL BE REPLACED BY QUERCUS ALBA. 2. THE LANDSCAPE PLAN FOR PAVILION VI THAT WILL ACCOMPANY THE SITE PLAN SHALL SHOW A 6"CALIPER TREE (SPECIES TO BE DETERMINED WITH STAFF) TO COMPENSATE FOR THE 36" ASH LOCATED WEST OF PAVILION VI AND THE 21" DOUBLE CEDAR AND 12" MAGNOLIA LOCATED WITH THE LIMITS OF THE ACCESS ROAD. I i 1 1 1 II11 E IRON 1 FOUND T Y \1 \ O r f r ( S C l , f° TUrrRBANCE 1 EX. YREE` T BE jmov CWD S L TYPEII i 6B r I , I 1 ct T-1 21 D ArI i 12 I . i I I i 1 I I 1 I 1 • PEA 331 +` w;x jjallAlf Q1 if LEGEND SOIL TYPE BOUNDARY DRAINAGE DIVIDE LIMITS OF DISTURBANCE GRAPHIC SCALE 0 0 10 20 40 IN FEET ) 1 inch = 20 ft. No. 357 1 a ir7. S'IONet. E d co u 0 00 Cli U) Z Z o Q O 1 + Z zz W WwW 0 ZO 000 In Z) oo Z U Q U U 3 W T WWWW a 000o rn ill L1 ill U 3 55 z0 r\ U p O f f Z IN CO w a N to )a1b W N Ce N .y W Ln _ z C J O d ILL. W M 0. 4uj wow o Q DATE a 00 u 01 -22 -07 a DESIGNED BY o,kA d S CHECKED BY r aLD SCALE 3S. COLLINS CDCD 0N r 0 uo 0 i L C L U W o c a o U z , b v a) I'm Z L oCm 0 /1 a W % J ICJ / s 2L .. O O 3 O (d L / t m Z 3 p D a z U W ' J o oa w -0 W Q W C: W C E v J Eo c 00W ° C Hi L °U V N V W QJ w o J U) ZWJQ - vw Z 1 _oQ 0 UOL W a 0 O a, O co N U O Ix U N (D 1= L Ovc E_ O to D J U N C UO WNO 80 JOB NO. ° N v v C 072001 NO SHEET NO. a o 6 of 7 c F- v dal • • as 70' MIN. EXISTI I Al r5:1 PAVE\l GROUND SIDE ELEVATION 70' MIN. -1- B I- MZ 1i ' MIN.W 12' MI --"'7 EXISTING I ffim PAVEMENT VDOT #1 L Imo- POSITIVE DRAINA 1" MIN. COARSE AGGREGATE I TTRAPP NMUSTEXTENDFULLWIDTH OF INGRESS AND EGRES5,LAN VIEWOPERATION 12' MIN. 3" MIN. 3 MIN. FILTER CLO SECTION A -A REINFOI SECTION B -B WASHRACK (OPTIONAL) MOM ADWO *on 1w3 Y.yl.d ftw4w& br " we" .r •.mra c"AN, will W MM STONE CONSTRUCTION ENTR DETAIL BERM N.T.S 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 1% I zk FLOW k / 111 FL 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. ri titix•,t / OW _III -III= II IIIIIIIillll =, EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FIL TER FABRIC WIRE SILT FENCE (WITH WIRE SUPPORT) ORIGINAL GROUND ELEV. "F" O VOL. 'A"R 67 CU. YD. 1A CRE DRY STORAGE VOL. "B" 11 WET S TORAGE) CRE v I wE. I r PLAN VIEW SEDIMENT TRAP SEDIMENT TRAP DIMENSIONS 6 X DRAINAGE AREA IN ACRES CLASS ILIJRIPRAP ORIGINAL Y GROUNDI F/L ## TER 3CLOTHO TEMPORARY SEDIMENT TRAP xlo PERSPECTIVE AND SECTION N.T.S. DRAINAGE TOTAL VOLUME WET DRY TOTAL OUTLET WD IN OF WET VOLUME AREA REQUIRED ELEVA71ON ELEVA77ON DEPTH LENGTH BERM PROVIDED 0.34 AC XD--M DETAIL N.T.S. TEMPORARY SEEDING: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETA 77ON IMMEDIATELY FOLLOWING GRADING. SELECTION OF 774E SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR AND W9LL BE APPLIED TO DISTURBED ARES THAT WILL NOT B.F. BROUGHT TO FINAL GRADE W/TH/N 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31B AND 3.31C IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. N07E THAT TABLE 3.316 PRESENTS PLANTS WHICH CAN BE USED WI THOU T EX 7ENS/ VE EVAL UA 77ON OF S17E CONDITIONS; TABLE 3.31 C PRESENTS MORE /N -DEPTH INFORMA 77ON ON 774E PLANT MA TER/ALS Notes 1.•ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND /OR 9 CONVERT VolumeProvid SUCH A MANNER TO NOT ALLOW ACCESS TO THE SITE. Aj B" I.D. W OAF UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED C PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND ORIGINAL Y GROUNDI F/L ## TER 3CLOTHO TEMPORARY SEDIMENT TRAP xlo PERSPECTIVE AND SECTION N.T.S. DRAINAGE TOTAL VOLUME WET DRY TOTAL OUTLET WD IN OF WET VOLUME AREA REQUIRED ELEVA71ON ELEVA77ON DEPTH LENGTH BERM PROVIDED 0.34 AC XD--M DETAIL N.T.S. TEMPORARY SEEDING: ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY VEGETA 77ON IMMEDIATELY FOLLOWING GRADING. SELECTION OF 774E SEED MIXTURE WILL DEPEND ON THE 77ME OF YEAR AND W9LL BE APPLIED TO DISTURBED ARES THAT WILL NOT B.F. BROUGHT TO FINAL GRADE W/TH/N 30 DAYS. PLANTS SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE CONDITIONS FROM TABLES 3.31 B AND 3.31C IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. N07E THAT TABLE 3.316 PRESENTS PLANTS WHICH CAN BE USED WI THOU T EX 7ENS/ VE EVAL UA 77ON OF S17E CONDITIONS; TABLE 3.31 C PRESENTS MORE /N -DEPTH INFORMA 77ON ON 774E PLANT MA TER/ALS Notes 1.•ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN 11. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE, AND /OR 9 CONVERT VolumeProvid SUCH A MANNER TO NOT ALLOW ACCESS TO THE SITE.TO PERMANENT STRUCTURE ALL EROSION AND SEDIMENT CONTROL MEASURES REQUIRED BY THIS B" I.D. PLAN REGARDLESS OF THE SALE OF ANY LOT. PERMANENT AND /OR TEMPORARY SOIL 2.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED C PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND E F SPECIFICATIONS OF THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK AND VIRGINIA 12. AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY I I REGULATIONS 4VAC50 -30 EROSION & SEDIMENT CONTROL REGULATIONS.DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS Bottom Dim. ST2 SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT 3.THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 3 CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ONE YEAR. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS 32 ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 21 2 1 2.5 13. AND /OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC OR 4.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST PRIVATE ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY C0NS7RUC710N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE STEP IN CLEARING.DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHETIC FILTER FABRIC S7RETCHED IN A CLEAN, MUD AND DUST - FREE CONDITION AT ALL TIMES. 5.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION SITE AT ALL TIMES.14. ANY SEDIMENT WHICH ACCUMULATES IN THE SEDIMENT TRAP SHALL BE CLEANED OUT AND 774E VELOCITY OF SHEET FLOWS AND LOW -70- MODERATE LEVEL CHANNEL FLOWS. 774E PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM 6.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE FURTHER EROSION. SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR ACCORDANCE WTH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND 15. SEDIMENT BUILD -UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE PLANTING SEED. TO REDUCE EROSSON AND DECREASE SEDIMENT YIELD FROM DISTURBED APPROVAL BY THE PLAN APPROVING AUTHORITY.LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT ECONOMICAL, ADAPTABLE TO S17E CONDITIONS; AND ALLOWS SELEC7I01V OF THE MOST SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE 7.THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL CULVERTS. MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN 774E ESTABLISHMENT OF A TEMPORARY VEGETATVE COVER ON DISTURBED AREAS BY APPROVING AUTHORITY.16. EXISTING VEGETATION: LAWN 8.ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES 17. THE TEMPORARY DIVERSION DIKE MUST REMAIN IN PLACE UNTIL THE AREA IS STABILIZED FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS AND /OR THE ALBEMARLE COUNTY ESC OFFICER APPROVES REMOVAL. ACHIEVED. VEGETATION OR 07HER EROSION CONTROL MEASURES CAN BE ESTABLISHED. DUST CONTROL: 18. SILT FENCE SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AND /OR THE PLAN APPROVING 9.DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.AUTHORITY APPROVES REMOVAL. 10.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH 19, THE STORMWATER MANAGEMENT FACILITY SHALL NOT BE PLACED IN SERVICE UNTIL AFTER THE RUNOFF - PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE SITE IS STABILIZED. INLET AND OUTLET PROTECTIONS WILL BE REQUIRED TO REMAIN IN PLACE DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.UNTIL THE SITE IS STABILIZED. Sediment Trap Drainage Area Req'd. Vol. A" S "B" VolumeProvid t---- (ALL DIMENSIONS IN FEET) - -A"B" I.D.Ac.C.Y. Each C.Y.C.Y.C D E F G H I I I J K Bottom Dim. ST2 0.339 1 22.7 1 35.7 22.7 3 2 1 24 32 13 21 2 1 2.5 1 3 115'1 x 10' CLASS I RIPRAP DRY VOLUME PROWDIrO 45 CY EROSION CONTROL NOTES & NARRATIVE THE PURPOSE OF THE LAND DISTURBING AC77WTY IS TO CREATE A RESIDEN71AL PAWL/ON ll AND /V (PHASE4) OF THE WHITE GABLES PROJECT, WHICH IS A RESIDEN77AL CONDOMINIUM PROJECT WITH 6 BUILDINGS TOTAL AT FINAL BUILD -OUT. THE PROJECT IS SERVED WIN A LOOP ROAD AND ONE ENTRANCE OFF RTE. 25a 7HE SECOND AREA OF LAND D/S7URBING AC7IWTY IS FOR THE CONSTRUCTION OF 714E ACCESS ROAD THAT WILL CONNECT 774E N/F KAPPA SIGMA PROPERTY TO 774E WEST TO W 117E GABLES AND UL71MATELLY THE LEGAL RESEARCH PROPERTY. THIS PHASE CON7rAINS APPROXIMATELY 25 ACRES OF LAND DIS7URBANCE. EXIS77NG SITE CONDI710NS: AT PRESENT, THE INFRASTRUCTURE SHOWN ON THE PHASE / PLANS HAS BEEN COMPLETED. WORK IS CURRENRY BEING DONE FOR THE CONS7RUC77ON OF PAVILION V. 774E EXISTING HOUSE, THAT REMAINED IS CURRENTLY UNDERGOING REMODELING. 774E PROJECT SITE, IN GENERAL, IS OPEN GRASS WITH SOME TREES. THE PROJECT S17E SLOPES OFF TO' 7HE SOUTH TOWARD RTE 250 AND SLOPES OFF TO 7HE EAST TOWARD THE LEGAL RESEARCH PROPERTY. ADJACENT AREAS: 7HIS S17E IS BORDERED BY THIS C &O RAILROAD TO THE NORTH, RT. 250 TO 174E SOUTH, THE KAPPA SIGMA S17E TO THE WEST WHICH IS CURRENTLY UNDER COUNTY REWEW FOR A RESIDENTIAL DEVELOPMENT, AND 774E NA7701VAL LEGAL RESEARCH GIROUP TO THE EAST. MOST OF THE DRA/NWATER FROM THE S17E IS CAPTURED AND RELEASED EITHER INTO 71HE EXISTING DRAINWA7ER SYSTEM ALONG RTE: 250 OR INTO 7HE DRA/NWATER OUTFALL AROUND 714E RAILROAD TO THE NORTH OF THE PROPERTY. 7HEREFORE, THE DEVELOPMENT WILL HAVE MINIMAL EFFECTS ON 774E ADJIACENT PROPER77ES EROSION CONTROL MEASURES SUCH AS SEDIMENT TRAPS, BASINS, SILT FENCES, AND DIWERSION DIKES SHALL BE U77L /ZED TO CONTAIN THE LAND DISTURBANCE AC77W17ES OFFSI7F LAND DISTURBANCE.• NONE. CRITICAL AREAS: THERE ARE SEVERAL TREES 1MA T WILL BE SA VED 7HA T ARE ADJACENT TO THE FOUNDA 77ON OF PA WLION W. SPECIAL ATTEN77ON SHOULD BIE GIVEN TO ENSURE 77-IAT THESE TREES WILL SURWVE THE CONS7RUC770N AC7714TY W97HIN 7HE OUTER EIDGES OF THEIR DRIPLINES. SPECIAL CARE SHALL BE GIVEN TO ENSURE ALL GRADING AC77WTY REMAINS OAV THE PROPERTY. IN ADDITION, SEDIMENT TRAPS AND SILT FENCES SHALL BE USED TO PR07ECT EROSION OINTO RTE. 25a SEQUENCE OF CONS7RUC1770N: 1. NOTIFY ALBEMARLE COUNTY ENGINEERING AND PUBLIC WORKS DEPARTMENT TO SCHEDULE A PRE - CONSTRUCTION MEETIING AS REQUIRED. 2 FLAG THE CLEARING LIMITS; AND TREES THAT ARE TO REMAIN. 3. NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUC710N PROCESS W1'THOUT THE APPROVAL FROM THE INSPOECTOR ON 774E PROJECT. 4. IN ADD17701V, INSTALL A C(ONS7RUC7701V ENTRANCE FOR THE PAVILION W S17E AS WELL AS ONE FOR 7HE CONSTRUCTION OF 774E ACCESS ROAD. CONS7RUC770N ENTRANCES WHERE CONS7RUC770N VEHICLE ROUTES INTERSECT PAVED ROADS, PROWSIONS SHALL BE MADE TO MINIMIZE 7HE TRANSPORT OF SEDIMENT BY VEHICULAR) TRACKING ONITO THE PAVED SURFACE. WHERE SEDIMENT IS 7RANSPORTED ONTO A ROAD SURFACE, THE ROAD SHALd_ BE CLEANED 7HOROUGHLY AT 774E END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 714E ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. SHOULD 774E TEMPORARY (CONS7RUC7701V ENTRANCE NOT BE MAINTAINED PROPERLY OR AN EXCESSIVE AMOUNT OF SOIL FOUND 77RACKED ONTO THE PUBLIC ROADWAY, 7HEN A PAVED CONSTRUC7ION ENTRANCE, WATER TANKER 7RUCK W177H 2 PRESSURE WASHERS AND A SETTLING AREA MAY BE REQUIRED BY THE EROSION AND SEDIMENT CONTROL PROGRAM ADMINISTRATOR. 5. INSTALL 714E EROSION CONI7ROL MEASURES AS SHOWN. PAVILION W SHALL BE CONTAINED A BY SILT FENCE TO PREVENT RUN -(OFF. SEDIMENT TRAP 41 SHALL BE INSTALLED IN THE CONS7RUC77ON OF THE ACCESS ROAD. SEDIMENT ' BASINS AND ]RAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO 77RAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WI7H ANY LAND DISTURBANCE AC77VITY ANLD SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. 6. ONCE ALL 7HE EROSION CWN7ROL 17EMS HAVE BEEN INSTALLED AS SHOWN AND THE COUNTY INSPECTOR HAS APPROVED THE EROSION C,ON7ROL MEASURES, THE CONTRACTOR CAN CLEAR AND GRADE 774E SITE. STABILIZA77ON MEASURES !SHALL BE APPLIED TO EAR7HEN S7RUC7URES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AIFTER INS TA LLA 770N. Z ROUGH GRADE THE SITE, /INSTALLING 7HE U77LI77ES AS REQUIRED. 8. FINE GRADE, INSTALL CURES & GUTTER, INSTALL SIDEWALKS, SEED, AND FER77LIZE 7HE DENUDED AREAS INSTALL INLETS AND /NSTAILL INLET PR07EC77ON AS SHOWN ON THE PLANS. 9. INSTALL STONE BASE AND PAVE ROADS AND DRIVEWAYS 10. ONCE 7HE SITE IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, 774E CONTRACTOR CAN REMOVE THE EROSION CONTROL MEASURES. NO ITEM SHALL BE REMOVED UNLESS 7HE UPSTREAM AREAS ARE STABILIZED AND 774E COUNITY INSPECTOR GIVES PERMISSION. 11. MAINTAIN ALL EROSION CONV7ROL MEASURES AS SPECIFIED IN THE WRGINIA EROSION AND SEDIMENT CON7ROL HANDBOOK, REM(DVING ONLY MIEN APPROVED BY THE COUNTY ENGINEER IN ACCORDANCE W17H 774E WRGINIA EROSION AND) SEDIMENT CONTROL HANDBOOK. 12 ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL S17E STABILIZA77ON iOR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS 07HERWSE AUTHORIZELI B»' THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SEDIMENT AND 774E DISTURBED SOIL AREAS RESUL77NG FR?0M THE DISPOS17701V OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVEN" FIUTURE EROSION AND SEDIMENTA77ON. A MINIMUM WATER TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WITH A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES OR WATER COURSE. DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: EROSION AND SEDIMENT CONTROL MEASURES: IT IS ANTICIPATED TO USE C0NS7RUC77ON ENTRANCES, DIVERSION DIKES, SEDIMENT 7RAPI AND BASINS; AND SILT FENCES WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE^ AC77W77ES. TEMPORARY STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WW9LL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCA7701VS SHALL BE ON 97E AND SHALL BE STABILIZED W1T7•l A TEMPORARY WGETA7PE COVER. PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH . 4x v WILL NO LONGER BE EXCAVATED AND WHERE CONS7RUC77ON AC771677ES HAVE CEASED.—.' PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH *L BE LEFT DORMANT FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPENfr,0N 7HE 77ME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE g_FT DORMANT FOR MORE THAN SEVEN DAYS THESE AREAS SHALL BE SEEDED W17H FAST GERMINA77NG VEGETA7701V IMMEDIATELY FOLLOWING GRADING OF THOSE AREAS. SELEC77ON OF SEED MIXTURE WILL DEPEND ON THE 71ME OF YEAR APPLIED. CONS7RUC770N ENTRANCE. A CONS7RUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE TO REDUCE THE AMOUNT OF MUD 7RANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. C0NS7RUC710N ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE PLANS TO REDUCE 774E AMOUNT SEDIMENT 7RANSPOR7ED ON70 PUBLIC ROADWAYS SILT FENCE.• A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SYNTHETIC FILTER FABRIC S7RETCHED ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND EN7RENCHED. TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUCTION OPERA7701VS IN ORDER TO PREVENT SEDIMENT FROM LEAVING 774E SITE TO DECREASE 774E VELOCITY OF SHEET FLOWS AND LOW -70- MODERATE LEVEL CHANNEL FLOWS. 774E SILT FENCE BARRIERS SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO RL7ER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE WTH THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VESCH). PERMANENT STABILIZAT70K 774E ESTABLISHMENT OF PERENNIAL VEGETATVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSSON AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO S17E CONDITIONS; AND ALLOWS SELEC7I01V OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NA7URAL BEAUTY. UPON COMPLE7701V OF CONSTRUCTION AC77VI77ES; ALL AREAS WILL RECEIVE A PERMANENT WGETA7VE COVER. TEMPORARY SEEDING,• 774E ESTABLISHMENT OF A TEMPORARY VEGETATVE COVER ON DISTURBED AREAS BY SEEDING WIN APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMEN TA 7701V BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30 DAYS TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF 70 DOWNSTREAM OR OFF -5I7E AREAS, AND TO PROVIDE PR07EC7701V TO BARE SOILS EXPOSED DURING CONSTRUCTION UN71L PERMANENT VEGETATION OR 07HER EROSION CONTROL MEASURES CAN BE ESTABLISHED. DUST CONTROL: REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOU77ON AND CONSTRUC7101V AC77w71E5 TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE 774E PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEAL 774 HAZARDS, TRAFFIC SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST DURING CONS7RUC7ION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WITH 7HE VESCH, TEMPORARY DIVERSION DIKE A RIDGE OF COMPACTED SOIL CONS7RUC7ED AT 774E TOP OR BASE OF A SLOPING DISTURBED AREA WHICH DIVERTS OFF -SITE RUNOFF AWAY FROM UNPROTECTED SLOPES AND TO A STABILIZED OUTLET, OR TO DIVERT SEDIMENT -LADEN RUNOFF TO A SEDIMENT TRAPPING S7RUC7URE. MAXIMUM EFFECTIVE LIVE IS 18 MONTHS ROQ( CHECK DAMS SMALL, TEMPORARY STONE DAMS CONSTRUCTED ACROSS A DRAINAGE DITCH TO REDUCE THE VELOC"T "r' OF CONIC.°_I'1•7RATED FLOWS, REDUCING EROSION OF THE SWALE OR DITCH. UM17ED TO USE IN SMALL OPEN CHANNELS WHICH DRAIN 10 ACRES OR LESS; SHOULD NOT BE USED IN LIVE STREAMS: DRAIN INLET PR07EC7701V:STORM THE INSTALLA77ON OF VARIOUS KINDS OF SEDIMENT TRAPPING MEASURES AROUND DROP INLETS OR CURB INLET STRUCTURES PRIOR TO PERMANENT STABIUZA77ON OF THE DISTURBED AREA; UMI7ED TO DRAINAGE AREAS NOT EXCEEDING ONE ACRE, AND NOT INTENDED TO CONTROL LARGE, CONCEN7RAIED STORMWATER FLOWS TRAP:TEMPORARY SEDIMENT A SMALL PONDING AREA, FORMED BY CONS7RUCTTNG AN EAR7HEN EMBANKMENT WI774 A S70NE OUTLET ACROSS A DRAINAGE SWALE, TO DETAIN SEDIMENT -LADEN RUNOFF FROM SMALL DISTURBED AREAS FOR ENOUGH 77ME TO ALLOW MOST TO 7HE SUSPENDED SOLIDS TO SETTLE OUT MAXIMUM EFFEC77VE LIFE IS 18 MONTHS TEMPORARY SEDIMENT BASIN: A TEMPORARY BARRIER OR DAM WITH CONTROLLED STORMWA7ER RELEASE STRUCTURES WHICH IS FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL ACROSS A DRAINAGEWA Y. I T IS USED TO DETAIN SEDIMENT -LADEN RUNOFF FROM DRAINAGE AREAS 3 ACRES OR GREATER FOR ENOUGH 77ME TO ALLOW MOST OF 174E SUSPENDED SOLIDS TO SETTLE OUT IT CAN BE C0NS7RUC7E•D ONLY WHERE THERE IS SUFFICIENT SPACE AND APPROPRIATE 70POGRAPHY MAXIMUM EFFEC77VE LIFE IS 18 MONTHS UNLESS DESIGNED AS A PERMANENT POND BY A QUALIFIED PROFESSIONAL. PROTEC770N:OUTLET THE INSTALLA7101V OF RIPRAP CHANNEL SEC71ONS AND /OR S77LLING BASINS BELOW STORM DRAIN OUTLETS 70 REDUCE EROSION AND UNDER- CUTTNG FROM SCOURING AT OUTLETS AND TO REDUCE FLOW VELOC177ES BEFORE STORMWA7ER ENTERS RECEIVING CHANNELS BELOW THESE OUTLETS CULVERT INLET PRO7EC770N: A SEDIMENT FILTER LOCATED AT 774E INLET TO STORM SEWER CULVERTS WHICH PREVENTS SEDIMENT FROM ENTERING, ACCUMULA77NG IN AND BEING TRANSFERRED BY THE CULVERT. IT ALSO PROVIDES EROSION CON7ROL AT CULVERTS DURING THE PHASE OF A PROJECT WHERE ELEVA77ONS AND DRAINAGE PATTERNS ARE CHANGING, CAUSING ORIGINAL CONTROL MEASURES TO BE INEFFECTIVE: SAFETY FENCE - A PR07EC77VE BARRIER INSTALLED TO PROHIBIT UNDESIRABLE USE OF AN EROSION CON7ROL MEASURE,• PERMANENT STABILIZA770N: AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17F WILL BE LIMED, FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. THIS SHALL CONSIST OF 7HE FOLLOWING, TOPSOIL - 2" DEPTH LIME - 2 TONS /ACRE FER77LIZER - 600 LBS /ACRE OF 15 -30 -15 SEED - ERNST 5311 CONSERVA 77ON SEED MIX - ERNMX -114 (45 LBS. /ACRE PENNLAWd CREEPING RED FESCUE, JZ 5 LBS /ACRE ARGILS KENTUCKY BLUEGRASS, 37.5 LBS /ACRE PARK KENTUCKY BLUEGRASS, 15 LBS /ACRE ANNUAL RYEGRASS 15 LBS. /ACRE PLEASURE PERENNIAL RYEGRASS) OR ACCEPTABLE ALTERNATE. AFTER THESE AREAS ARE STABILIZED, THEY WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. MA /NIFNANCE.• IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SPECIFIC ATTENTION WILL BE GIVEN TO THE FOLLOWING ITEMS.• A. SEDIMENT BASINS AND /OR TRAPS MLL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE WRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. B. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER DRAINAGE. IF 7HE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED. C. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORA7701V OF 774E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOS177ON REACHED HALF WAY TO THE TOP OF THE BARRIER. D. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER71L /ZED AND RESEEDED AS NEEDED. E d u? 0 00 N v N rn Zz Q 0 O Uz ZZ o A Z oWOO N 0 UUU W tiU 000 Z UQUU , W 0WWWW0 CL CL Q Q TC3 ce 0000 J J J > > 3 wWW w a r', N z ooNN z00 0HcoNjiI N 'v-^ao w co N ru rn . W N W N w ti z 0 i In 02 o cnM a U_ Wuj J }WLLI0f- c Q DATE rn 3 u 01 -22 -07 i DESIGNED BY > r„ SRC 6 s CHECKED BY a S. COLLINS d SCALE o, 3ASNOTED 0 0 N n0 i In u rr, 0 L a i n. L 06 Lu c 0 j W w c o00 5 ul LLj 0 u 7 L 0L0 U 0 p V W V ' A 0 Z L z0 3 a 0 U CL W z °L :3ao a 0 L . U Um c W J 0 Q o W _z J b w 10 H U MW °E-n F--W c Iii L OU W o W J w a J W J 0 -0c z o G 0 T O Q L . 0NHo A L V , °' 0 > O N U qr L Oo 0.0 oa 73 U LUOj N o)0 JOB NO. o " O 072001 0 0 SHEET NO. Q o_ 7of7 TC f- o x 0 f 1 ' vt J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND I T INTO THE TRENCH.