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HomeMy WebLinkAboutSUB201300179 Plan - Approved Road Plan and Comps. 2015-06-02FOR "1 1 1 "l 1' 1 m "l "1 .sw 1L AM CONTACT INFO214AT90N TAX MAP PARCELS REFERENCES .BOUNDARY S TOPOGRAPHIC,ALTA SURVEY. N ALTRACUS LAND TITLE SURVEK AT ME PROPERTY OF PLEAD PREPARED By KIRK HUGHES AND ACCONATIFF �N °ElD JUL'HATE rGEOTECHNICAL REPORT'. REPICUTCOSUBSURGUE NLORATIAry AND GEOTEMNEAL ANALY81S PREPARED By ARE MID ATLA TO POPREARNI 1552 DATED MN,DH2q2019 .ZONING APPLICATION PLAN AMENDMENT'. IRPACED PC BORDER ENSIC'ERING CARGO MARCHFAQ RESSED AUGUST It AND ELOODPLAIN SPECIAL USE PERMIT WAI SPECIAL USE PERIOD FLAVOR AIM Fla ESNE1 PREPARED By BORDER ENLAI PROJECT NUMBER CAM1 REVISED DI A .CRITICAL SLOPES SPECIAL EXCEPTION: MARCH PREGARPqO ROM ER ENGINI *WATER PROTECTION ORDINANCE'. PATH NINI GRADING PLAN CAPITOL" VAPPEAT AVON UNDIFIRT PREPARED By NAMED ENCEREPING DATED DECEMBERNIsao6 O WATER PROTECTION ORDINANCE'. AAAEPPOOTECTIONORDINANNY'PLA" CLEAR I FAIL 51 IT STREET STATION PREPARED By MOHLER SLANDERING PRIDJECTINI V122001 DATED NOI M112 BENT CREEK BRIDGE PLAN'. PROPOSED BRIDGE ON LEFT FRESH RARE ONCE SLOPES CREEK PREPAFa By PANEL I DEAN DATED JANBARY27 20 5 RETAINING WALL PLAN. ANG110R�FRTI�SEOMLINTALRLI�INI't,'ALLA PIT Sall STATION INENVARELE GOTNT, VIRGINIA PREFATORY Ac`s JANUARIS' ; o BOTTOMLESS ARCH CULVERT PLAN: DAREDEVIL RE AND CAUSE DESIGN COLIMA "I 'IF 26 J13 11411133 EVERY PREPARM By STRUCTURAL ENGINEERING SOLUIONN TV DATED I MENRJAFYES S (REVISED I Ps GOVERNING AGENCIES ♦ COUNTY OF ALBEMARLE DEPARTMENT OF COMMUNITY DEVELOPMENT' 101 SAINT I Al ATLYTTFAVILLE VA ABLE FAN CUR 9-14 26 UTILITINa" ALBEMARLE COUNTY SERVICE AUTHORITY ONATIO1PnVOd' uan ILL 076M-1-00-00-002A0 *APPLICANT: ISSUED FOR SHEET TITLE 076M-1-00-00-002130 s WE OL = 42 CHARLOTTESVILLE V�A22902 076M-1-00-00-004A0 I49[AISSA 620,M CONTACT ALAN TAYLOR 07700 -00 -00 -011 EO LOCATION OF SITE NORTH OF IINTERSTATE 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL DISTRICT ALBEMARLE COUNTY, VIRGINIA LOCATION A -LAP COPYRIGHT ABC THE MAP PEOPLE PERMIT Al NO 206021535 SCALE:, " =PAR .OWNERS'.: *APPLICANT: ISSUED FOR SHEET TITLE BY s WE OL = 42 CHARLOTTESVILLE V�A22902 1216024 PER I49[AISSA 620,M CONTACT ALAN TAYLOR AVON HOLDINGS, LLC C UPS NORTH ORANGE AME-T 5 J CUT I INS ENTERPRISES WILMINGTON, DE 19801 SB SOUTHI RIDGE) SURE BENT CREEK PARKWAY ROAD PROFILE PER COUNTY ACCIDENTS UPC ARBI RED ,aaMn CONTACT MRIBI A TUCKER PREPARED BY BOHLER E N G I N E E R I N G 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 349 -4500 Fax: (540) 349 -0321 wwwBohierEngineering, com CONTACT: DANIEL R. HINES, P.E. - ;- I]Hr14 WDEX ISSUED FOR SHEET TITLE BY SHEET NUMBER COVER SIHEG R COUNTY 1 LNOTES 620,M GO sTE AND Unury PLAN C CA C DING PLAN DRH SAL BENT CREEK PARKWAY ROAD PROFILE PER COUNTY ACCIDENTS UPC SUPER ELEVATION TABLE ,aaMn R) BENTGREEK PO AND SIGHT DISTANCE PROFILES 6 CA SIGHT DISTANCE PROFILES — CHIT FEE F - ER030WAND RED MENT CONTROL PHASE III FOR APPROVAL SAY C LAN DSCAPF PLpN 05i IN 15 GAY 0 LANDERAPE TEL ID STORM PROFILES AG STORM COMPUTATIONS 1HJ ARCH CULVERT COMPUTSIONtl �;F HTCROSS SECTIONS _ IVA'COTNE P90F LER 12A L TYPICAL ROAD SECTIONS Ul INTENTIONALLY OMITTED 14A MBA RETAINING CIA' LDETAILS 1E CON87RIUCTION DETAILS IfG AREA WATER DETAILS 17 SIGNATURE ANDSTRwwG PLAN MAINTENANCE OF TRAFFIC PUN 18A .. 19A -R Tom., ZaTS 7u3 �CC3 t7' YEARS, RA` - zex ere;., . H goFIT S Se �WCO21 <g CID fl 1-I-1 z m — 000 g® d ORR M A PH 11 W k Z ILL A A NY REJITSI OJS REV ISSUED FOR COMMENT BY CONSTRIUCTION R COUNTY SIGNATURE DATE SIGNATURE DATE 620,M SIGNATURE DATE CRT C THIS DOCUMENT IS NOT ISSUED BY BOHLER ENGINEERING FOR APPROVAL DRH FOR CONSTRUCTION WITHOUT THREE (3) SIGNATURES ,001i14 PER COUNTY ACCIDENTS REPO PROJECT 4 5 ,aaMn REVISION DATE: CRT 6 GO 1214 FOR APPROVAL Tom., ZaTS 7u3 �CC3 t7' YEARS, RA` - zex ere;., . H goFIT S Se �WCO21 <g CID fl 1-I-1 z m — 000 g® d ORR M A PH 11 W k Z ILL A A NY REJITSI OJS REV DATE COMMENT BY R COUNTY DPH 620,M FOR APPROVAL CRT C DID FOR APPROVAL DRH ,001i14 PER COUNTY ACCIDENTS CRT 5 ,aaMn FOR BRAGGART CRT 6 GO 1214 FOR APPROVAL — CHIT m25,15 FOR APPROVAL DHR 6 05i IN 15 FOR APPROVAL DRH IT �OLLCWIHC,�ATE9R[QUI�PNOTIFI��Tl�Ngv INDOING MARYLAND ANDOLARAIA F11 AV Ull ROCKY PA TUDAS 77C VA OR CA Fall ?� 1 AN N' 77A RE RGS2ANAJ APPROVED FOR CONSTRUCTION PROJECT ON VGGOO DRAWN BY Of CLANKED BY ". FLY FACE' 1126/16 SCALP AS NOTED CAD JET ADS ROAD IMPROVEMENT PLAN FOR STH STREET' STATION - BEl' I' CREED PARKWAY I AC]TIONOPETTL NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER IT IF G 2 N 8 B H 2 N 8 BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 Ph... FOR) 34945 (sWI340 LEAD Fie ANSI BOMerEngineering.com DANIEL R. HINES Liu No. 043176 N 0SH3/15 . COVER Sd IEE T SHEET NUIMBER. 1 GENERAL NOTES; CONTRACTOR Is RESPONS 2LE FOR COMPLIANCE WITH THE NOTES AND SPECIFICATIONS CONTAINED HEREIN . CONTRACTOR IS LE TO ENSURE THAT ALL SUBCONTRACTORS BULLY AND COMPLETELY CONFORM TO AND COMPLY OFF THESE EuwMMENTs I, THE FOLLOWING DOCUMEN A ARE INCORPORATED BY REFERENCE AS PART OF II HIS SITE PARK . SURVEY ALTA ANSM FUND TITLE SURVEY OF THE PROPERTY OF BRASS INC ". KIRK HUGHES AND ASSOCIATES, MARCH J 1098 (REVISED JULY 82003. . TORO BASE ANY SAN ", FIELD UPDATED AND RALLIED BY KIRK HUGHES AND ASSOCIFTES RELIEVES APRIL n 2013 . 'GEOIECHNICAL REPORT REPORT OF SUBSURFACE EXPLORATION AND GEOT ADEAL ANALY815 SAY FLY ATLANTA, ILO MARCH 29 . 2013 TO THE START OF CONSTRUCTION, THE CONTRACTOR MUST VSRIFY THAT HE SHE HAS THE LATEST EDITION OF THE DOCUMENTS REFERENCED ABOVE. THIS 1S CONTRACTOR'S RESPONSIBILITY. 2. ALL ACCESSIBLE (NKn ADA PARKING SPACES DTO MEET „ THE 1 REOUI THE REQUIREMENTS WLHDISABILITIES E CO TOGO U ANDANYC. J51 ,1 CURI I I I s H o MENMETSEREOTH WHICH RE THE FFECT JURISDICTION EDECI IS TO ANV AN ALL AMENDMENTS To BOTH WHICH ARE N EBEECT WHEN THESE PUNS ARE comvLLrED. FEAR 2 A STAR CONSTRUCTION T OR IS RESPONSIBLE TO ENSURE THAT ALL REQUIRED PERMITS AND APPROVALS I AVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED D THOROUGHLY REVIEWED THE COMMENTS TO ALL PLANS AND OTHER DOCUMENTS REVIEWED A APPROVED BY THE PERMITTING AT NOBLES AND CONFIRMED THAT AL ER L NECESSARY OR HACKERS POLITY HAVE BEEP OBTAINED. CONTRACTOR MUST HAVE COPIES OF ALL PERMITS AND APPROVALS ON SITE AT ALL TIMES. 4. THE OWNER /CONTRACTOR MUST BE FAMILIAR WITH AND RESPONSIBLE FOR THE PROCUREMENT OF ANY AND ALL GERTIARECONS REQUIRED FOR THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY 5 ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH THESE PLANS SPECIFICATIONS AND CONDITIONS OF APPROVAL AND ALL APPLICABLE REQUIREMENTS, RULES. REGULATIONS , STATUTORY REQUIREMENTS, CODES. LAWS AND STANDARDS OF ALL GOVERNMENTAL ENTITIES WITH JURISDICTION OVER THIS PROJECT. 6. THE GEOTECHNIUL BERGHT AND RECOMMENDATIONS SET FORTH HEREIN ARE A PART OF THE PREFIXES CONSTRUCTION DOCUMENTS AND, IN CAGE OF CONFLICT ,D NCY OR AMBIGUITY . THE MORE ARGUMENT REQUIREMENTS AND/OR RECOMMENDATIONS CONTAINED IN THE PLACID AND THE GEOTECHNICAL REPORT AND RECOMMENDATIONS SHALL TAKE PRECEDENCE UNLESS REACHES LV NOTED OTHERWISE ON THE PLANS THE CONTRACTOR MUB'T NOTIFY THE COPPER, IN GC F ANY SUCH CONFLICT, DISCREPANCY OR AMBIGUITY BETWEEN THE GEOTECHNICAL REPORTS AND PLANS AND SPECIFICATIONS PRIOR TO PROCEEDING WITH ANY FARTHER WORK _ U ON INFORMATION PROVIDED TO BOWLER ENGINEERING BY THE OWNER AND OTHERS PRIOR TO i THESE E OFnF CONTRACTOR MUST FIELD VERIFY EXISTING CONDITIONS AND NOTIFY BOI TIER ENGINEERINC IN REAPING. IMMEDIATELY IF ACTUAL SITE CONDITIONS DIFFER FOOD THOSE SHOWN ON THE PLAN OR POSED WORK CONFLICTS ALL ANY OTHER BLE FEATURES. ALL DIMENSIONS SHOWN ON THE PUNS MUST BE FIELD VERIFIED HE CONTRACTOR PRIOR i0 THE START OF CONSTRUCTION OONTRACFOR MUST NOTIFY ENGINEER, IN WRITING. IF ANY CONFLICTS DISCREPAURES. OR AMBIGUITES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION .N EXTRA COMPENSATION "ILL BE PAID TO THE CONTRACTOR FOR WAGES ROTOR HAS C R REDONE OR REPAIRED DUE TO DIMENSIONS OR GRADES SHOWNINCOR RECTLYONTHESEPUNS PRIOR TO OR WITH SETT GIVING ENGINEER SETTLED 70 PR PROCEED SU OF SALE NAT ENGINEER. THEREAFTER, PROVIDING GON'FRPCTOR WITH WRITTEN AUTHORIZATION iO PROCEED WITH SOON ADDITION WORK 9, COMPACTOR MUST REFER TO THE ARCHITECTUBADBNLDING PLANS OF RECORD FOR EXACT LOCATIONS AND DIVENSIONS OFENTRY /EXIT POINTS ELEVATIONS PRECISE BUILDING DIMEJJSONS, AND EXACT OPENING THIRTY LOCATIONS 1 B. PRIOR TO THE STAFF OF CONSTRUCTION, THE CONTRACTOR MUST COORDINATE THE BUILDING LAYOUT BY CAREFUL REVIEW OF THE ENTIRE SITE PL AND THE LATEST AGETHIFFECTURAL PLANS (INCLUDING. BUT NOT LIMITED TO. STRUCTURAL. MECHANICAL ELECTRICAL PLUM BINGAND FIflESVPPRESSION PLAN WHERE APPLICABLE) CONTRACTOR MUST IMMEDIATELY . OWER ARCHITECT AND SITE ENGINEER INSULTING OFFlNV CONILILT6 DISCREPANCIES OR AMBIGUITIES WHICH EXIST I1. DEBRIS MUST NOT BE BURIED ON THE SUBJECT SITE AND ALL UNSUITABLE EXCAVATED MATERIAL AND DEBRIS (SOLID WASTE) MUST BE DISPOSED OF IN ACCORDANCE WITHTHE REQUIREMENTS OF ANY AND ALL GOVERNMENTAL. AUTFIORITIES WHIST HAVE JURISDICTION OVER THIS PROJECT OR OVER CONTRACTOR IF THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING WHEN SHORING Is REQUIRED AND FOR INSTAL JNE ALL SHORING REQUIRED DURING EXCAVATION RE BE PERFORMED IN ACCORDANCE WITH CURRENT OSHA STANDARDS)) AND ANY ADDITIONAL PRECAUTIONS To BE TAKEN TO ENSURE THE STABILITY OF ADJACENT. NEARBY AND c NTIGUGUS STRUCTURES AND PROPERTIES. 13 THE CONTRACTOR IS TO EXERCISE EXTREME CARE WHEN PERFORMING MY WORK ACTIVITIES ADJACENT TO PAVEMENT, STRUCTURES, ETC. WHICH ARE 10 REMAIN EITHER FOR AN INI ➢AL PHASE OF THE PROJECT OR AB PART OF THE FINAL CONUITION. CANTRAGrOF I RESPONSIBLE FOR TAKING A S REQUIRED TO THE REMAIN YOUCTURAL AND STABILE OF SIDEWALKS AND PAVEMENT. UTILITIES, PARTIES, PEDESTRIANS WED WITH TO REMAIN, AND TO PROVIDE A SAFE WORK AREA FOR THIRD PARTIES, B ANDRAANYONE TINV INVOLVED WITH THE PROJECT. 4 CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE DONE TO ANY NEW OR EXISTING CONSTRUCTION OR . THE DURING THE COURSE OF CONSTRUCTION, INCLUDING BUT NUT LIMITED TO DRAINAGE UTILITIES PAVEMENT, ETC STRIPING AND SHALL BEAR ALL COSTS ASSOCIATED WITH SAME 'PC INCLUDE B'JT NOT BE LIMITED TO REDESIGN RESURVEY, RE RERMRTINS AND CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR AND MHCF REPLACE SIGNAL ALL INTERCONNECTION CABLE WIRING CONDUITS, AND ANY UNDERGROUND ACCESSORY EQUIPMENT DAMAGED DURING CONSTRUCTION AND MUST BEAR ALL COSTS ASSOCIATED WILL SAME. THE REPAIR OF ANY SUCH NEW OR EXISTING CONSTRUCTION OR PROPERTY MUST RESTORE SUCH CONSTRUCTION OR PROPERTY TO n RENDITION EQUIVALENT TO OR BETTER THAN THE CONDITIONS PRIOR TO COMMENCEMENT OF THE CONSTRUCTION, AND IN APPLICABLE CODES , ASSOCIATED RULES,GIRSAME IONT A TOR IFY S ONSIBLENTO AND MENT ALL ORMANOE WITH pPPLIC CONTRACTOR MUST BEAR ALL GOSF6 E WNER AND SAME. CONTRACTOR 16 MANAGER PRIOR TO THE START ALL EXISTING DAMAGE AND i0 NOTIFY WE OWNER ANT THE CONSTRUCTION MIWAGER PTOR i0 THE START OF OON9TRUOTION. 5. ALL CONCRETE MUST BE AIR ENTRAINED AND HAVE THE MINIMUM COMPREMAISE STRENGTH OF 4,000 PSI AT 28 DAYS UNLESS OTHERWISE NO GDON THE PUNS, DETAILS AND/OR GEOTW HNICAL REPORT 16 THE ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION METHODS, MEANS, TECHNIQUES OR PROCEDURES GENERALLY OR FOR THE CONSTRUCTION (MEAN. METHODS, TECHNIQUES OR PROCEDURES FOR COMPLETION OF THE WORK DEPICTED BOTH ON THESE PUNS, AND FOR ANV CONFLICTaSCOPE REVISIONS WHICH RESULT FROM SAME _ CONTRACTOR IS ONSIBLE FOR DETERMINING HE METHODS /MEANS FUR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT oFC T ONSTRUCTION. _ R OF RECORD IS NOT RESPONSIBLE FOR JOB SITE E SAFETY THE ENGE OF RECORD HAS NOF BEEN i RETAINED TO PERFORM OR BE RESPONSIBLE FOR JOB SITE SA SAME BEING WHOLLY OUTSIDE OF ENGINEERS SERVICES AS RELATED TO THE PROJECT THE ENGINEER OF RECORD Is NOT RESPONSIBLE ro IDENTIFY OR REPORT ANY JOB SITE SAFETY ISSUES, AT ANY TIME B. ALL CONTRACTORS (MUST CARRY THE SPECIFIED STATUTORY WORKER'S COMPENSATION INSURANCE, EMPLOYER'S LIABILITY INSURANCE AND LIMITo OF COMMERCIAL GENERAL LIABILITY INSURANCE ICGH ALL GOMRAOTORS MUST HAVE P CGL POLICIES ENDORSED TO NAME BOWLER ENGINEERING. AND ITS PONT . RESENT AND FITIURB OWNERS, THEIR DIRECTORS NP PARTNERS SHAREHOLDERS, (MEMBERS PRINCIPALS, COMMISSIONERS AGENTS, SERVANTS EMPLOYEES AFFILIATES, SUBSIDIARIES, AND RELATED ENTITIES, AND BE SUBCONTRACTORS AND SUBCONBULTANTS As ADDITIONAL NAMED INSURED AND To PROVIDE CONTRACTUAL LnBwry COVE RACE SUFFICIENT ro INSURE THIS HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTORS ALL CONTRACTORS MUST FURNISH CALLER ENGINEERING WITH CERTIFICATIONS OF INSURANCE AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO CONIIMENLING WORK AND UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION AND FOR ONE YEAR AFTER IT A COMPLETION OF CONSTRUCTION. IN AFGHAN, ALL CONTRACTORS WILL TAX THE FULLEST EXTENT PERMITTED UNDER THE LAW, INDEMNIFY DEFEND S HOLD HARMLESS HOLLER ENGINEERING AND 13 PAST, MISSION RS FUTURE ANTS OWNERS O vwECrogs.EPARTNERS SUC PPRIES SHAREHOLDERS ACCUSED PS NALS, COMMISSIONERS TRACT AGENT$ SERVANTS C U RELATED PROBE, BE ACTIONS n S ES, EXPENSES PS AND EMPLOYEES AFFILIATES 6UB61DIARIES, q GONS,TORT B FROM AND AGAINST ANY DAMAGES TUT INJURIES O FACAOTIOSS.ES PENALTIES, EvSEN9F9, PUNITIVE 6OTTREFLE CW RASONABLEA CANNEL OFEESISA DEFENSE GUSTS, S OFISINGO LIABILITIES RIN DAMAGES, TORT DAMFlUES, COCONUT, INCLUDING BURN OR REFLECTS iO.OJECTNFlCLUDING ALL CLAIMS BYI EMEFENEE ARISINGACTOSAIN ANY Y CONNECTED WITH OR TO THE PROJECT INCLUDING LINING eV EMPLOYES OF THE 7IFY E 61NEE ALL CLAIMS BY STATED t'O THE PROJECT. PENSION OR MAST NOTIFY ENGINEER, IN nr n�Nner rnwTY (301 onvs elaloa To alJr TFaMWnnAN, SUSPENSION OR CHANGE of ITS INSURANCE HEREUNDER. 19 COFFEE ENGINEERING WILL REVIEW OR TAKE OTHER APPROPRIATE ACTION ON THE CONTRACTOR SUBMITTALS SUCH AS SHOP DRAWINGS, PRODUCT DATA SAMPLES AND OTHER DATA WHICH THE CONTRACTOR IS REQUIRED TO SUBMIT, BUT ONLY FOR THE LIMITED PURPOSE OF CHECKING FOR CONVERSABLE WITH THIS LEARN INTENT AND THE INFORMATION SHOWN IN THE CONSTRUCTION CONTRACT WORKUEM1TI CONSTRUCTIONND CONSTRUCTION SAXTY AND OR PRECAUTIONS TECHNIQUES RE THE PR02EDURES RESPON00P COORDINATION THE THE WORK OTHER TRADES, NO CONSTRUCTON SAFETYPRLITY FOR SAME E SOLE RESPONSIBILITY OF THE CONTRACTOR AND BOWLER HAS NO DUCTED SATE OR LIABILITY FOR SAME WHILE HEREUNDER ALLOWING ROUTS SUFFICIENT ENGINEERING TIME SHOP DRAWING REVIEW WILL REVIEW CONDUCTED `D IT REASONABLE PROMPTNESS ALLOWINE RING HAS TIME TO PERMIT ENTIRE REVIEW OF MEW OF Po HE ITEM ITEM MUST NOT INDICATE SOUTH ENGINEERING R INGIWILL NO HAS P ASSEMBLY F OF WHICH THE ITEM IC A COMPoNENT. SOCCER ED TIIG ELATES ENGINEERING WILL NOT BET TO ITS ATE FOR ANY DEVIATIONS FROM THE ACTOR CONSTRUCTION R ENGINEER R NOT PROMPTLY D IMMEDIATELY BROUGHT TO li6 FliiENTION, IN WAITING BY THE CONTRACTOR OSO BORRER EDIMSH WILL NOTEN RECEIVED TO REVIEW PARTIAL SABMLSBION90RTHOSE WP WHICH SUBMISSIONS OFCORRSATEU ITEMS HAVE NOT BEEN 20 NEITHER THE PROFESSIONAL ENGINEERING, NOR THE PRESENCE OF BOLLER ENGINEERING APPEAR ITS PAST PRESENT AND FUTURE OWNERS. OFFICERS, DIRECTORS PARTNERS SHAREHOLDERS. MEMBERS, PRINCIPALS COMMISSIONERS AGENTS, SERVANTS, EMPLOYEES, ACCEPTED, SUBSIDIARIES A ES, ED ENTITIES AND ITS TITS AND SUCCONSULTANTS DUTIES AT A OONBTTIES INDULGING NffOi STN SHALL BELIEVE THE GENERAL MEANS CONTRACTOR ME OF ITS OBLIGATIONS DUTIES IWU R ESSA EST LIMITED IN CO OVERSEEING SEQUENCE TECHNIQUES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND OVERSEEING, MEANS, METHODS GVPERIEALTH NG AND C COORDINATING EWORKIN AGG ERDANOCWITHTHE BORDERS WITH JURISDICTION WMPLP I HE OR SAFETY PREDICTIONS PREFIXES GIN ERI BY ANY REOEUTORY ABRASS ES WITH JURISDICTION OVER THE PROJECT AND/OR PROBES CONSTRUCTION BOWLER ENGINEERING ANT ITS PERSONNEL ECTIO:VO AUTHORITY TO EXERCISE ANY CONTROL ANY OPOCED RES. THE GENERAL OR ITS EMPLOYEES IN f SOLELYI RE W ITNSIBLE FO RJ OR ITE HEALTH SAFETY OR SAFETY PROGBAG HALL BEE, D TIE BY THE CONTRACTOR NERAL CONTRACTION AND BE NAMED AN AdEa FIGNAL SOCCER ENGINEERING SHALL BE DEPOSITED RACT BY THE S OF GE ERNTRFlBILIT gINS MUST 8E NAMED IB ADDITIONAL INSURED ONUER THE GENERAL CONTRACTORS POLICIES OF GENERAL LIABILITY INSURANCE A6 DESCRIBED ABOVE IN NOiN9 PoRJOBSITESAFETr F THE CONTRACTOR DEVIATES FROM THE PLAINS AND SPECITCATIONS. INCLUDING THE NOTES CONTAINED HEREIN WITHOUT ANY FIRST OBTAINING THE PRIOR WREN AUTHORIZATION of HIS ENGINEER FOR SUCH DEVIATIONS, THE GENERAL. GRADING ANI3 I.ITILITY NOTES CONTRACTOR 15 SOLELY BE PLAINS. ALL THE PAYMENT OF ALL IRS AS ASSESSED INCURRED T pRESPEC THERETO woerc DONE — TE' FROM THE PLANS ALL FINES A i0 TICS AS WECT MNIFY AND ALL WHICH 1. mcgnoes E EXISTING AND PROPOSED SERVICES css ARE n o MUST B COMPENSATORY S o p THEREFROM AND FURTHER IN SHALL DEFENC WITH PARAGRAPH HOLD V✓iH LOCAL UTILITY COMPANIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. ENGINEER TOIHE FUUENEE #FN UNDER JUDGMENTS IN ACCORDANCE WITH LIKE CONFIRMED ECTOR IN ALL SUPER YnuiTO THE COMMENCEMENPO CONSTRUCTION INDEPENDENTLY EMLVLGNFRM MUST HEREIN , FOR AND FROM ALL PEES, ATTORNEYS FEES, DAMAGES. STS. JUDGMENl5, PENALTIES AND THE LIKE RELATED IMMEDIATELY BE R IN THE FIELD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION U ST C ALL CIE BEGINNING AT TO SAME LOWEST E I INVERT REPORTED, IN WAITING, TO THE ENGINEER CADIENT PROP rSED COMMENCE BEGINNING SI WE POINTOE CONNECTION) U URIBI ANS PROGRESS GRADIENT ( PROPOSED INTERFACE POINTS (CROSSINGS` 22 CONTRACTOR 9 PO MAINTENANCE ROTEFOC'OHS iEMAM EOST BE INCLUDED ALL WORK WE THAT AFFECTS WITH EXISTING UNDERGROUND VTILITIE9 SHALL BE FIELD VERIFIED BY TEST PT PRIOR TO COMMENCEMENT OF PUBLIC TRAVEL EITHER IN THE -O ON SITE THE L0.5 D CONTRACTORS CONSTOUCTION PRICE 23. ALLSIGNING AND PAVEMENT STRIPING MUST CONFORM TO MANUAL ON UNIFORM TRAFFIC CONTROL PERFORMED CLEARLY ENGINEER 15 NOT RESPONSIBLE FOR ANY INJURY OR DAMAGES RESULTING FRODI CONTRACTOR 'A FAILURE TO BUILD OR CONSTRUCT IN STRICT ACCORDANCE WITH THE APPROVED PLANS. IF CONTRACTOR BLOOD OWNER FAIL BUILD OR CONSTRUCT IN cE WITH APPROVED PLANS, THEY AGREE TG JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND ROLLS THAT ENSIN E INCURS AN OWNER MUST GAIN VAN AND PRESERVE ALL PHYSICAL SITE FEATURES AND DESIGN FEATURES DEPICTED ON THE PLANS ANDRELATEDOODUMENTS IN STRICT ACCORDANCE WITH TO' APPROVED RANI AND DESIGN AND, FURTHER ENGINEER IS NOT RESPONSIBLE FOR ANY FAILURE TO SO MAINTAIN OR PRESERVE SITE AND /OR DESIGN FEATURES. IF OWNER FNLS TO M1W HEATED DO UMENT PRESERVE ALL PHYSICAL SITE FEAT ORES AND/OR DESIGN FEATURES DEPICTED ON THE PLANS AND THAT NDOCUMENTS.OWNER AGREES TO INGINEPAND HOLD ENGINEER HARMLESS SAID FAILURE WIT ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS ABA RESULT OF SAID ENCORE 26. ALL DIMENSIONS MUST BE TO PACE OF CURB. EDGE OF PAVEMENT, OR EDGE OF BUILDING. UNLESS NOTED OTHERWISE. 27, ALL CONSTRUCTION AND MATERIALS MUST COMPLY WITH AND CONFORM i0 APPLICABLE FEDERAL STATE AMU LOCAL REGUNTONG LAWS, ORDINANCES LESANDCODES . AND ALL APPLICABLE OSHA REQUIREMENTS 28. CONTRACTOR AND OWNER US i COMPLIANCE WITH AND ACCORDANCE WITH MANUFACTURER'S STANDARDS AND RECOMMENDED INSTALLATION CRITERIA AND SPECIFICATIONS F CONTRACTOR AND OR OWNER FAIL TO DO GO. THEY AGREE TO JOINTLY AND SEVERALLY INDEMNIFY AND HOLD ENGINEER HARMLESS FOR ALL INJURIES AND DAMAGES THAT ENGINEER SUFFERS AND COSTS THAT ENGINEER INCURS A9 A RESULT OF SAID FAILURE. 29. CONTRACTOR IS RESPONSIBLE TO MAINTAIN ON SITE PA RM EATER POLLUTION PREVENTION PLAN ISWPpP) IN COMPLIANCE WITH EPA REQUIREMENTS FOR IDLES WHERE ONE IU ACRE OR MORE JOBLESS THE LOCAL JURISDICTION REQUIRES FEWER) 15 DISTURBED BY YNNSTRUCLON PLUNGES. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL ACTIVITIES, INCLUDING THOSE OF SUBCONTRACTORS, ARE IN COMPLIANCE WILD THE AWARE, INCLUDING BUT NOT LIMITED TO SING ACTIVITIES (MINIMUM ONCE PER WEEI( AND AFTER RAINFALL EVENTS AND CORRECTIVE MEASURES AS APPROPRIATE. 30 AS CONTAINED IN THESE DRAWINGS AND ASSOCIATED APPLICATION DOCUMENTS PREPARED BY THE SIGNATORY E WORDS CERTIFY OR CERTIFICATION CONSTITUTES AN EXPRESSION OF 'PROFESSIONAL OPINIION'pREGARDING THE THE WHICH IS THE SUBJECT OF THE UNDERSIGNED PROFESSIONAL KNOWLEDGE OR BELIEF AND IN ACCORDANCE WITH COMMON ACCEPTED PROCEDURE CONSISTENT WITH THE APPLICABLE STANDARDS OF PRACTICE AND DOES NOT CONSTITUTE ARASCALLY OR GUARANTEE. EITHER EXPRESSED OR IMPLIED. GENERAL DEMOLITION NOTES: XFORMATION BY EFFORT -KIRK HUGHES AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE VA SUMS MARCH 3,SO REVISED JULY B, 2002) PROJECT NUMBER. 9] -156 SURVEY -KIRK H ANDS AND ASSOCIATES 22 EAST HIGH STREET CHARLOTTESVILLE, VA SOME APRn2z2D14 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AN To DHEALTH ACT OF 1610, (29 U A 651 S AN), AS AMENDED AND ANY MODIFICATIONS, AMENDMENTS OR REVISIONS $ OILER ENGINEERING HAS NO CONTRACTUAL, LEGAL OR OTHER RESPONSIBILITY FOR JOB ADD BASELY OR JOB SITE SUPERVISION, OR ANYTHING RELATED TO SAME 9. THE DEMOLITION PLAN IS INTENDED TO PROVIDE GENERAL INFORMATION, ONLY REGARDING ITEMS To BE DEMOLISHED AND OR REMOVED. THE CONTRACTOR Musr ALSO HEVIEV✓ THE OTHER SITE PLAN DRAWINGS AND INCLUDE IN DEMOLITION ACTIVITIES ALL INCIDENTAL WORK NECESSARY FOR THE CONSTRUCTIOUN OF THE NEW SLE IMPROVEMENTS. CONTRACTOR MUST RAISE ANY GLYCOLS CONCERNING THE ACCURACY OR INTENT OF THESE PLAINS SPECIFICATIONS, CONCERNS REGARDING THE APPLICABLE SUFFIX STANDARDS OR THE SAFETY OF TJIE CONTRACTOR OR THIRD PARTIES IN PERFORMING THE WORK ON TNIS PROJECT. WITH BETTER ENGINEERING, IN WRITING, AND RESPONDED TO BY RENTAL IN WRITING, PRIOR TO THE INITIATION OF ANY SITE ACTIVE AND ANY DEMOLITION ACTIVITY. ALL DEMOLITION ACTIVITIES MUST BE PERFORMED IN ACCORDANCE WITH THE REQUREIMENTS OF THESE PACE AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL STATE AND LOCAL REGULATIONS RULES REQUIREMENTS, STATUTES, ORDINANCES AND CODES 6 PRIOR TO STARTING PLAY DEMOLITION, CONTRACTOR IS REASONABLE FOR 70 . OBTAINING ALL REQUIRED PERMITS AND MAINTAINING THE SAME ON SITE FOR REVIEW BY THE ENGINEER AND 0'f HER PUBLIC BRENNAN HAVING JURISDICTION THROUGHOUT THE DURATION OF THE PROJEICI. SITE DARK AND DEMCLTIONVIORK ADA LNSTRti CPIONS TO CONTRACTOR CONTRACTORS MUST EXERCISE APPROPRIATE CARE AND PRECISION IN CONSTRUCTION OF ADA HAN @P) ACCESSIBLE COMPONENTS AND ACCESS ROUTES FOR THE SITE T CONSTRUCTED MUST As cANs COMPLY WITH UPDATES ENTAME9TAN8HEDSURFREGULATIONS BARRIER ACCESSIBLE AND ANY FROMRATIONS SPACE PUBLIC UPDATES FIN 1HETSVRFACCE S INTER THE EACDING A CESSTTO POINTS TRAVEL F AC EARNING E PENTR NSEEXTgPLOTC PEDESTRIAN ESE AD INTER BUILDING ENCESST To FONTS OF BUT ARE NOT BMLUINGE THE FOLLOWIN LeMPLV WITH THESE neA CODE REpVIPEMENiS. IJESE INCLUDE BUI'ARE N_ LIMITED TO THE FOLLOWING.IUB PARKING DIRECTION SPADES AND PARKING AISLES SLOPE SHALL NOT EXCEED I' 50 LA' PER FOOT OR NOMINALLY 2.0%) IN nrvrpwECTION . CURB RAMPS- SLOPE MUST NOT EXCEED 1 .12(8.6 %) FOR A MAXIMUM OF SIX 0) FEET. . LANDINGS MUST BE PROVIDED AT EACH END OF RAMPS. MUST PROVIDE POSITIVE DRAINAGE AND MUST NOT EXCEED x5011/4' PER FOOT OR NOMINALLY 2 AT IN ANY DIRECTION, PATH OF TRAVEL ALONG ACCESSIBLE ROUTE MUST FROVIDE A AS INCH OR • ER UNOBSTRUCTED WIDTH OF TRAVEL CAR OVERHANGS AND HANDRAILS CANNOT REDUCE THIS MINIMUM WIDTH) THE SLOPE MUST S BE NO DR GREATER THAN 1.20 (6.0%) IN THE DIRECTION OF TRAVEL AND MUST ATE EXCEED I SO 11/4" PER M ST NOMINALLY ERED 70 IN GROSS MSLO E OF I TVATH BETRAYS WILL IMPAI GREATER 25 FE T, 30 R MUST ADA RAMP ER. THE READHEREDT0. AMAXIMUM SLOPE OF LEVELLFORAMAXIMUMRISETFA FEET,MEAT BEOPED NO ORE L' LANDINGS 20% EACH END THAT ARE CROSS SLOPED NO MORE THAN 1 � m nnT olaecPlouEli.�IaEa woT oa NomwALLr 209IT POP POSITIVE Dw.IruGE. . DOORWAYS- MUST HAVE A'LEVER LENDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED AWAY FROM THE DOOR NO MORE THAN LOU (L'T PER FOOT OR NOMINALLY 2.0 P FOR POSITIVE DRAINAGE THIS LENDING AREA BE NO LESS THAN 60 INCHES f5 FEEL) LONG WHERE LSEPERMITTED BY ADA S FOR ALTERNATIVE eeoRN AV OPENING w` ANSI A117 . -zoRR AND OTHER REFERENCED INCORPORATED BY COO) . WHENTHE PROPOSED CONSTRUCTION INVOLVES RECONSTRUCTION, MODIFICATION REVISION OR EXTENSION OF OR TO ADA COMPONENTS FROM EXISTING DOORWAYS OR SURFACES, CONTRACTOR MUST VERIFY EXISTING ELEVATIONS SHOWN ON THE PUN NOTE THAT TABLE 405.2 OF THE DEPARTMENTOF JUSTICE'S ADA STANDARDS FOR ACCESSIBLE DESIGN ALLOWS FOR STEEPER RAMP SLOPES, IN RARE CIRCUMSTANCES THE WNTRACTOFl MAST IMMEDIATELY NOTIFY THE DESIGN ENGINEER OF ANY DISCREPANCIES AND/OR FIELD CONDITIONS THAT DIFFER IN ANY WAY OR ANY RESPECT FROM WHAT IS SHOWN ON THE PLANS. IN WRITING, OPERA COMMENCEMENT OF WORK CONSTRUCTED IMPROVEMENTS MUST FALL WI HIN THE MAXIMUM AND MINIMUM LIMITATIONS IMPOSED BYTHE BARRIER FREE REGU ATIONSAND THE ADA REQUIREMENTS.. THE CONTRACTOR MUST VERIFY THE SLOPES OF CONTRACTOR'S FORMS PRIOR TO POURING COFFEE RE IFAJV ON CONFORMANCE IS OBSERVED OR END IS CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER PRIOR TC POURING CONCRETE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS TO REMOVE. GROSS AND REPLACE NON CONFORMING CONCRETE. IT IS STRONGLY RECOMMENDED THAT THE CONTRACTOR REVIEW THE INTENDED CONSTRUCTION WITH THE LOCAL BUILDING CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2, COMEBACK MUST RncALLY AND HORIZONTALLY LO ATE ALL TELEPHONE S AND SERVICES FIB INCLUDING BUT NOT FAILED HE GAS WATER DISTURBANCE OR SANITARY WORK SPACE STORM SEWER.TER T CABLE FIBER OPTIC CABLE ETC. W LAINTHELINJTAOF THE REQUIRM WORK THE APPLICABLE TI TTY NOTIFICATION T CHARTER REFER NDROUN COMPLY TILH THE THE CONTRACTOR OF THE E P ONSI BL uFOR NonRCanoN sysTENI TO CREATE ALL THE UTOIIES UNS UTILITIES THE, AT COST IS RESPONSIBLE FOR REPAIRING ALL DAMAGE TO ALAN EXISTING iDAMAGE DURING ANY EXISTING TIT ING CONJUNCTION CONTRACTOR SHELL BEAR ALL COSTS ASSOCIATED WITH DAMAGE TO ANY EXISTING UTILITIES DURING CONSrNVLTIDN s IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL CONSTRUCTION CONTRACT DOCUMENTS wcwowC BUT LIMITED NOT TO ALL OF THE DOCTORS AND SPECIFICATIONS ASSOCIATED WTI{ THE PROJECT WORK SCOPE PRIOR TO THE IN171ATION AND COMMENCEMENT OF CONSTRUCTION SHOULD THE CONTRACTOR FIND A CONFLICT AHEAD BETWEEN DISCREPANCY THE DOCUMENTS RELATIVE TO THE SPECIFICATIONS OR THE RELATIVE ORS ABLE CODES REGULATIONS TO NOTIFY LAWS R EA. STATUTES ENGINE ANCHOR ORDINANCE$ IT L4 THE ID CONFLICT SOLE DISREPANCY rO RTO THE RULES OF CONSTRUCTION O RECORD, IN WRITING, E SAID CONFLICT AGREED T DISCREPANCY PRIOR TO THE S OF CONSTRUCTION COMPLETE FAILURE TO NOTIFY T PROJECT ENGINEER A CONSTITUTE CONTRACTORS By F D COMPLETE A E CE ALL LLFED RESPONSIBILITY TO THE SCOPE OF 1" /JEW , STATUTES. WINANCEN AND AND IN CODES AND, FURTHER CONTRACTOR CTOR SHALL STATE AND RESPONSIBLE REGULATIONS IA TGS, ORDINFNCEA AND CODES AND, FVRTHEL CONTRACTOR SHALL eE RESrorvs BLE FORALL COSTS ASSOCIereo WITH NAME 4, THE CONTRACTOR MUST LOCATE AND CLEARLY AND UNAMBIGUOUSLY DECIDE VERTICALLY AND HORIZONTALLY ALL ACTIVE BUD INACTIVE UTILITY AND OR SERVICE SYSTEMS TEAT ARE TO BE PROPOSED . THE CONTRACTOR S REASONABLE TO PROTECT AND MAINTAIN ALL ACTIVE AND INACTIVE SYSTEMS THAT ARE NOT BEING 5. THE CONTRACTOR MUST FABILIARIZE ITSELF WITH THE APPLICABLE UTILITY SERVICE PROVIDER REQUIREMENTS AND R RESPONSIBLE FOR ALL COORDINATION REGARDING UTILITY DEMOLITION AS IDENTIFIED OR REQUIRED FOR THE PROJECT THE CONTRACTOR MUST PROVIDE THE OWNER WILD WRITTEN NOTIFICATION THAT THE EXISTING UTILITIES AND SERVICES HAVE BEEN TERMINATED AND ABANDONED IN ACCORDANCE WITH THE JURISDICTION AND QBUY COMPANY REQUIREMENTS AND ALL OTHER APPLICABLE REQUIREMENTS, RULES STATUTES. LAWS. ORDINANCES AND CODES. 6. THE CONTRACTOR MUST INSTALL ALL STORM SEWER AND SANITARY SEWER COMPONENTS WHICH FUNGTION BY GRAVITY PRIOR TO THE INSTALLATION OF ALL OTHER UTILITIES. -1 CONTRACTOR I6 RESPONSIBLE FOR CORPORATION OF SITE PLAN DOCUMENTS AND ARCHITECTURAL DESIGN FOR EXACT DING UTWn CONNECTION LOCATIONS GREASE TRAP REQUIREMENTS DETAILS, DOOR ACCESS. AND EXTERIOR GRADING. ARCHITECT WILL DETERMINE THE UTILITY SERVICE SIZES THE L MUST oNTRACTS INSTALLATION oN S ARESACHNVED WITH THE INDIVIDUAL COMPANIES RESPONSIBLE TOLE FOR ENSURING AND TO ENSURE THAT OF PROPER ALL D - ACHIEVED. THE CONTRACTOR Y RE IUI BLE JURISDICTION ENSURING T WITH CONTROL OF HE A N O COMPLIES LER AL nurr REGNSESTATU INCH W ES AND CONTROL D THE SH Fl APPLICABLE CO RDINA ING REQUIREMENTS RULES STATUTES, GBA LAWS ORDINANCES AND ER av CODES AND FURTHER, 1I RESPONSIBLE FOR COORDINATING THE LITTLE TIE -INSTHESE OTION6 PRIOR ip ARCHITECTURAL TRIPLE EXISTING WHERE ARCHITECTURAL PLAN UTILITY CONNECTION PWEEN DIFFER THE CONTRACTOR MUST IMMEDIATELY PLFAI Y WHERENEER IEONPAL PLAN LITTLE CONNECTION POINTS DIFFER SAKE WMRApTOR MUST IMMEOIATELYNOTIF'THE ENGINEER, IN WRITING AND PRIOR TO CONSTRUCTION, PE6OLVESAME 8. WATER SERVICE MATERIALS BURIAL DEPTH, AND LOVER REQUIREMENTS MUST BE SPECIFIED BY THE LOCAL UTILITY COMPANY. CONTRACTORS PRICE FOR WATER SERVILE MUST INCLUDE ALL FEES. COSTS AND APPURTENANCES REQUIRED BY THE UTILITY TO PROVIDE FULL AND COMPLETE WORKING SERVICE. CONTRACTOR MUST CONTACT' THE APPLICABLE MUNIGIPAITY TO CONFIRM THE PROPER CARTER (PETER AND VAULT. P910A i0 COMMENCING CONSTRUCTION, F ALL NEW INCWDING ELECTRIC, TELEPHONE CABLE TV, ETC. ARE TO B TRINIDAD SERVICES, UTILITIES E INSTALLED) PROVIDER ALL NEW CTIU CATIONS AND STANDARDS MUST BE INSTALLED IN ACCORDANCE WITH THE UTILIttISERVICE PROVIDER IkBiPLLATION 6PEpILpgTIONSANO6TPNDARUS, 10 SITE GRADING MUST BE PERFORMED IN ACCORDANCE WITH THESE PUNS AND SPECIFICATIONS IUD THE RECOMMENDATIONS SET FORTH IN THE GEOTGCHNICAL REPORT REFERENCED IN THIS PUN SET. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING UNSUITABLE MATERIALS WITH SUITABLE MATERIALS AS SPECIFIED IN THE NONTECHNICAL REPORT ALL EXCAVATED OR FILLED AREAS MCAT BE COMPACTED AS OUTLINED IN Tn CONTENTMENT REPORT. - TIME O ENT MUST BE SUBMmED IN A COMPACTION REPORT PREPARED BY A QUALIFIED HNICPL ENGINEER REGISTERED WITH THE 8FTE WHERE 1'HE WORK IB NO SUGGESTS AREAS WITHIN THE BUILDING PAD S'. AREA AND AREA PERFORMED B ACCORDANCE W THESE PIANO SPECIFICATIONS AND THE IMMENDATIONS SET BEEN IN RE GEOTECHNICAL REPORT AND ALL APPLICABLE R REQUIREMENTS RULES STATUTES, TOWN, ORDINANCES AND GREEN S MATERIAL FOR SIDEWALKS i CURB ,ORASPHALTN MUST BE FREE OF ORGANICS AND OTHER UNSUITABLE MATERIALS D SUBBASE B D UNSUITABLE B OR OWNER DEVELOPER 'A REPRESEMFlTIVEC SUBBASE IS TO BE REMOVED AND FILLET WITH APPfiwED FILLPUAFiERIAL COMPACTED AS DIRECTED BY THE GEOTECHNICAL REPORT ENCOURAGED ACTIVn1E9 INCWDING. BUT NOT LIMITED TO EXCAVATION, BACKFILL AND COMPACTING MUST COMPLY WITH THE RECOMMENDATIONS IN THE GWTELHNIGAL REPORT AND ALL APPLICABLE REQUIREMENTS, RULES, STATUTES LAWS. ORDINANCES AND CODES EARTHWORK ACTIVITIES MUST COMPLY WITH THE STANDARD STATE DOT SPECIRCATIONS FOR ROADWAY CONSTRUCTION (LAREST EDITION) AND ANY AMENDMENTS OR REVISIONS THERETO. L FILL, COMPACTION. AND BACKFILL MATERIALS REQUIRED FOR UTILITY INSTALLATION MUST BE AS PEP THE RECOMMENDATIONS PROVIDED IN THE GE07ECHNIGAL REPORT AND MUST BE COORDINATED WITH THE APPLICABLE UTILITY COMPANY SPECIFICATIONS WHEN THE PROJECT TOES NOT HAVE GEOTACHNICAL RECOMMENTATIQN $FLL AND COMPACTION MUST, AT A MINIMUM, COMPLY WITH )'HE STATE DOT' CONTRACTS AND SPECIFICATIONS AND CONSULTANT SHALL HAVE NO LIABILITY OR RESPONSIBILITY FOR OR AS RELATED TO FILL, COMPACTION AND BACKFILL. FURTIR BR, CONTRACTOR IS FULLY RESPONSIBLE FOR EARTHWORK BFlLANCE. 12. THE CONTRACTOR MUST COMPLY, TO THE FULLEST EXTENT, WITH THE LATEST OSHA STANDARDS AND REGULATIONS, AND/OR ANY OTHER AGENCY WITH JURISDICTION FOR EXCAVATION AND TRENCHING PROCEDURES. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE MEANS AND METH ADS' REDUCED TO MEET THE INTENT AND PERFORMANCE CRITERIA OF OSHA, AS WELL AS ANY OTHER ENTm THAT HAS JURISDICTION FOR EXCAVATION AND/OR TRENCHMIX PROCEDURES AND CONSULTANT SHALL HAVE NO RESPONSIBILITY FOR OR AS RELATED FOP OR As ASIA LED TCI EXCAVATION AND TRENCHING PROCEDURES ENT MAST BE SAW OUT IN STRAIGHT LINES AND EXCEPT FOR EDGE OF BUTT JOIN A CHAT EXTEND TO THE FULL DEPTH OF THE EXISTING PAVEMENT . AU. DEBRIS FROM REMOVAL ANGRY IONS MUST BE REMOVED FROM THE SITE AT THE TIME OF EXCAVATION. STOCKPILING OF DEBRIS WILL NOT BE PERMITTED - E TOPS of EXISTING- MANHOLES INLET GTRU TURE9. AND SANITARY CLEANOUT TORS MUST BE ADJUSTED, AS NECESSARY, TO MATCH PROPOSED GRADES IN ACCORDANCE RUTH ALL APPLICABLE STANDARDS, REQUIREMENTS. RULES STATUTES, LAWS, ORDINANCES AND CODES. DURING THE INSTALLATION OF SANITARY SEWER, STORM SEWER AND ALL UTIIJTIEB, THE CONTRACTOR MAST MAINTAIN A GONTEMPORANWU9 AND THOROUGH RECORD OF L ONSTRUCTION TO IDENTIFY THE As INSTALLED LOCATIONS OF ALL UNDERGROUND IN THE CONTRACTOR MUST CAREFULLY NOTE ANY INSTALLATIONS THAT DEVIATE FROM THE INFORMATION CONTAINED IN THE TRULY PLAN THIS RECORD MUST BE KEPT ON A CLEAN COPY OF THE SITE PLAN. WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER AT THE COMPLETION OF WORK. 16. WHEN THE SITE IMPBOVfiUEM' PLANS INVOLVE MULTIPLE BUILDINGS, SOME OF WHIST MAYBE PHIL AT LATER DATE THE CONTRACTOR M LINES, INCLUDING BUT NOT LIMITED TO STORM SEWER. S D ALL TARN SEWER, UTILITIES, AC ANT RESPONSILIE. TO A POINT AT MUST FIVE (S) FEET BEYOND THE PAVER AREAS FOR WHICH THE MUST NOTE I IS RESPONSIBLE ALL OF TH TOR VE O CAP ENDS AS APPROPRIATE MARK LOCATIONS W ITC Fl 2X4. AND MUST NOTE THE LOCATION OF ALL U THE ABOVE ON A CLEAN COPY OF THE SITE PUN, WHICH CONTRACTOR MUST PROMPTLY PROVIDE TO THE OWNER UPON COMPLETION OF THE WORK. THE CONTRACTOR 15 FULLY RESPONSIBLE FOR VERIFICATION OF EXISTING TOPOGRAPHIC INFORMATION AND UTILITY INVERT PITONS PRIOR TO COMMENCING ANY CONSTRUCTION C T CONFIRM AND ENSURE QIS% MINIMUM SLOPE AGAINST ALL ISLANDS ,GUTTER& AND CURBS, 1X. ON ALL CONCRETE SHRONES AND 1 ABC MINIMUM ON ASPHALT (EXCEPT WHERE ADA REQUIREMENTS LIMIT GRADER), 70 PREVENT CROPS R MUST IMMEDIATELY IDENTIFY, IN WRITING TO THE ENGINEER. ANY DISCREPANCIES THAT MAY OR COULD AFFECT THE PUBLIC SAFETY, HEALTH IN GENERAL WELFARE IO MUST EOAT. IF E CONTRACTOR CONTRACT PROCEEDS WITH AND, FURTHER, WITHOUT PROVIDING PHRASE NOTIFICATION MUST IMPULSES BE AT IE ESIGN ECT095 OOR RISK ANU, FURTHER, LONni S. ATT SHALL INDEMNIFY, LA LIKE ANT HOLD ULT FROM SAM DESIGN ENGINEER FOR ANY DAMAGES COSTS, INJURIES ATTORNEY'S FEES AND THE LIKE WHICH RESULT FROM SAME 18 . PROPOSED TOP OF CURB ELEVATIONS ARE GENERALLY A A90VE EXISTING LOCAL ASPHALT GRADE UNLESS OFFSHORE NOTED FELD ADJUST TO CREATE A A NIMNI CF D CO GUTTER GRADE ALONG CURB FACE . IS CONTRACTOR'S OBLIGATION TO ENSURE THAT DESIGN ENGINEER APPROVES FINAL CURBING CUT SHEETS PRIOR TO INSTALLATION OF SAME. 19 REFER TO SITE PLAN FOR ADDITIONAL NOTES. 2 T IN THE EVENT OF DISCREPANCIES AND /OR CONFLICTS BETWEEN PLAN LA S OR RELATIVE TO OTHER PNS, THE SITE PLAN WILL TAKE PRECEDENCE AND CONTROL. CONTRACTOR MUST IMMEDIATELY NOTIFY THE DESIGN ENGINEER IN WRITING, FRANK DISCREPANCIPS AND /OR CONFLICTS CONTRACTOR MUST REQUIRED TO SECURE ALL NECESSARY AND/OR REQUIRED PERMITS AND APPROVALS FOR ALT. OFF SITE MATERIAL SOURCES AND DISPOSAL FACILITIES. CONTRACTOR MUST SUPPLY A COPY OF APPROVALS TO ENGINEER SUBORNER PRIOR TO RETAILING WORKANY WORK WHERE RETAINING WALLS (WHETHER OR NOTTHEYMEET THE JURISDICTIONAL DEFINITION' ARE IONTIFIED ON PLANS, ELEVATIONS IDENTIFIED ARE FOR THE EXPOSED PORTION OF THE WALL DEALT FOOTINGS' FOUNDATION ELEVATIONS E NOT IDENTIFIED HEREIN AND ARE TO BE SET DETERMINED BY THE CONTRACTOR ED ON FINAL STRUCTURAL DE ASKED 6H PREPARED AR BY THE APPROPRIATE PROFESSIONAL LICENSED IN THE STATE WHERE THE CONSTRUCTION OCCURSI P 23. STORM DRAINAGE PIPE. UNLESS INDICATED OTHERWISE, ALL STORM SEWER PIPE MUST BE REINFORCED CONCRETE PIPE SLOP) CPS III WITH SILT TIGHT JOINTS WHEN I III DENSITY POLYETHYLENE PPE (HDPC IS CALLED FOR ON THE PLANS IT MUST CONFORM TO COULD COD AND TYPE G (SMOOTH INTERIOR WITH ANGULAR CORRUGATIONS) WITH GASKET FOR SILT TIGHT JOINT. VC PIPE FOR ROOF DRAIN CONNECTION MUST BE SON 26 OR SCHEDULE TO NNLESS INDICATED OTHERWISE. 24 SANITARY SEWER PIPE MUST B CHLORIDE COCA SHE 35 EXCEPT WHERE INDICATED OTHERWISE REV SANITARY LATERAL MUST BE PAN SCHEDULE OR PVC ADO 26 UNLESS INDICATED. IN RULING. OTHERWISE BY 25 - AND SANITARY SEWER PIPE LENGTHS INDICATED ARE NOMINAL AND MEASURED CENTER OF INLET AND /OR '1. V (MANHOLES STRUCTURETO CENTER OF STRUCTURE TARY 26 ROOF DRAIN LOCATIONS ARE BASED PRELIMINARY ARCHITECTURAL PLANS. corvrgacroR Is E4 REORMwnTER FOR V M RESPONSIBLE TO ANe FOR VERIFYING LOCATIONS OF FAME BASSOON FINAL ARCHITECTVRALPWNG 8�W /ID l� CRT 10101 14 fr_1 N 27SEV✓EGS CROSSING STREAMS AND/OR LOCATION WITHIN 1) FEET OF THE STAGES E EMBANKMENT. Ofl WHERE SITE 1 PAN NJ I -'l DAN CONDITIONS INDICATE MUST BE CONSTRUCTED OF STEEL, REINFORCED CONCRETE. DUCT LE IgON OR OTIiER DUCTILE 0I ✓"T SUITABLE MATERIAL E 7 ON 25 15 FOR APPROVAL DRH W REBELS CONVEYING SANITARY FLOW COMBINED SANITARY AND STORMWATER FLOW OR INDUSTRIAL FLOW MUST BE FOR APPROVAL DRH OF SEPARATED FROM PIANO BY TR LEAST FEET HORIZONTALLY . IFIALSUCH LATERAL SEPARATION IN jq THE I G NOT POSSIBLE TAB PIPES MUST BE IN SEPARATE TRENCHES WITH MUST BE SEPARATE ATE NCHES SEWER AT TRIAL INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THE GOVERNMENT AGENCY WITH RO JARlsmcnpN OVER SAME I'L - WHERE APPROPRIATE SEPARATION A WATER MAIN IS NOT POSSIBLE. THE SEWER MOAT BE ENCASED IN El CONCRETE O CONSTRUCTED OF OFTHE IRON PIPE USING MECHANICAL DUCTILE FOP A DISTANCE OF AT LEAST IO FEET ON EITHER OF THE CROSSING IN DITTOING ON.ONE F LL LENGTH OF SEWER PESHOULD BE 0 V LOCATED S WILL FROM TE JOINTS W IlL BE AS FAR FROM TIE WATER LINE AS PR POSSIBLE WATER SSIPLq WHEREA WATER LIMN CROSSES E ERrn UNDERASEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER MUST BE PROVIDED. F� 2B. WATER MAIN SARA UNDER BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE LOCAL WATER PURVEYOR IN RF RATER MIN PIPING MUST BE CEMENT N THE ABSENCE BALL W PIPE AND DUCTILE IRON (DIP) MINIMUM CLASS 52 THICKNESS ALL PIPE AND APPURTENANCES MUST GpMPLY WITH THE ESS APPLICABLE ASKED STANDARDS IN EPFEGTATTHE TIME OF APPLICATION. 26. CONTRACTOR (DUST ENSURE THAT ALL UTILITY TRENCHES LOCATED IN EXISTING PINED ROADWAYS INCLUDING SEWER ,WATER AND STORM SYSTEMS MUST G REPAIRED IN ACCORDANCE WITH REFERENCED MUNICIPAL COUNTY AFRICA MOT DETAILS AS APPLICABLE. CONTRACTOR I DUS T i COURB MATE INSPECTION ON AND APPROVAL OF WORK ALL THE AGENCY N /iH JURISDICTION OVER SAME. I - ED MERE BASEMENTS ARE TO BE PROVIDED FOR PROPOSED DWELLING UNITS THE DEVELOPER SHALL. BV BORING OR BY TEST PH, DETERMINE THE DEPTH TO GROUNDWATER AT THE LOCATION OF THE PROPOSED DWELLINGS. WHERE GROUNDWATER IS ENCOUNTERED IN THE BASEMENT AREA BASEMENTS WILL NOT BE INSTALLED UNLESS SPECIAL CONSTRUCTION METHODS ARE UTILIZED, TO BE REVIEWED AND APPROVED BY 1 HE MUNICIPAL CONSTRUCTION CODE OFFICIAL. IF AND WHERE SUMP PUMPS ARE INSTALLED. ALL DISCHARGES MUST BE CONNECTED TO THE STORM SEWER. A ARSENAUT MUST BE PROVIDED PRIOR TO LURE CONNECTION TO THE STORM DRAIN IN ORDER THAT BLOCKAGES KIM BE ADDRESSED L FOR SINGLE AND TOO BARRY RESIDENTIAL PROJECTS, WHERE THE PROPOSED DWELLING AND ADJACENT SPOT ELEVATIONS) ARE DATABASE FOR GENERIC BUILDING FOOTPRINT GRADES MUST BE ADJUSTED BASED ON FINAL ARCHITECTURAL PLANS i0 PROVIDE A MINIMUM OF SIX (6) INCHES BELOW TOP OF BLOCK AND /OR SIX A, INCHES BELOW SIRING SUFFERED IS LOWEST. A N (2SPENDING MUST PROVIDE POSITIVE DRAINAGE MINJ AWAY FROM SPENDING ALL CONSTRUCTION, INCLUDING SPACING MUST COMPLY WITH THE LATEST LOCAL AND STATE BUILDING CODE AND ALL OTHER APPLICABLE REQUIREMENTS, RULES, STATUTES LAWS. ORDINANCES AND CODES. 92 LOCATION OF PROPOSED THIRTY POLE RELOCATION REBATES SOLE DISCRETION OwnurY COMPANY. S6. CONSULTANT IS NETHER LIABLE NOR RESPONSIBLE FOR ANY GURSVRFACB COND11IONS AND FURTHER SHALL HAVE NO BLry FOR ANY HAZARDOUS MATERIALS. HAZARDOUS SUBSTANCES. OR POLLUTANTS ON ABOUT OR UNDER THE PROPERTY Y A *, -- i `- Ei JI 0♦ I PAR I I'll J B R BE C Y RF,VISIOCTS REV DATE I COMMENT BY I BIRTH PER COUNTY COMMENTS TARY FOR APPROVAL FAR 8�W /ID FOR FpPROWL CRT 10101 14 muNTY COMMENTS DRH 1 PAN NJ I FOR APPROVAL DAN APPROVAL DRN 7 ON 25 15 FOR APPROVAL DRH 05/G A FOR APPROVAL DRH APPROVED FOR CONSTRUCTION AWN BY P ABC CHECKED BY BRH DATE nneNiA SCALE ROAD IMPROVEMENT PLAN STII STREET STATION = BENT CRiGCEK PARKWAY LOCATION 01AtPUT NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER R NGI N 88 RING B BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 PM1OO¢ (540) 3404500 Fax (540) GAP 0521 ww.BohJerEngineering.com TX pF` I DANIEL R. HINES q SIC, Nn043176 �'. pQp 05/13/15 F JJQ`1 �� -AEC SHEET TIITLE. GE, NERAL NOTES SHEET NUMBER. 2 PROPOSE) EASEi1EN'f LEGEND rsl DIRECTION _DISTANCE 45.00' S25GAS 15 "E L2 S IGHT015TA NOE 56.84' — SPORIVI GRAIN AIS F L4 SANITARY NEWER FLAT FORK - - - - ACES WATER LINE 61.33' — LC ACCESS 8627 X 59 2400" E WAMON SHARED IE N 45 01 13" E INGRESS EGRESS 0400S34'GO VL6 UTILITY PUBLIC 191,43S52'1599 VARIABLE WIDTHS VDOT GENERAL NOT ES REVISED a AN 13 T THESE PIA N6 WERE PREPARED IN ACCORDANCE WITH THE REQUIREMENTS OF MOT SECONDARY STREET ACCEPTANCE REQUIREMENTS EVER 24VAC 3092 EFFECTIVE MARCH 9, 2009 AND VDOT ROAD DESIGN MANUAL APPENDS SCHEMATIC STREET LAYOUT AND COIJPUTATIONS OF CONNECTIVITY INDEX ARE PROVIDED WDH THESE PLANS PER 24VAC309260 2 METHODS AND ORDINARY USED SHALL CONFORM TO CURRENT COUNTY/TOWN AND VDOT STANDARDS AND SPECIFICATIONS 3. ALL UTILITIES, INCLUDING ALL FALSE. ARE i0 BE RELOCATED AT THE DEVELOPER'S EXPENSE PRIOR TO CONSTRUCTION 4- OPEN CUTTING OF PAVED OR SURFACE TREATED ROADS IS NO 'II PENALTY ED ALL U TI LINES WHICH WILL BE PACED UNDER EXISTING STREETS ARE TO BE BORED OR JACKED. ANY EXCEPTIONS, DUE TO EXTENUATING CIRCHMSTANCES, ARE TO BE ADDRESSED AT THE PERMIT STAGE S ANY TYPE OF REVERSE CURB (SPILL CURB, DOOR, ETC) AND TRANSITION TO THESE CORES SHALL NOT BE USED WITH THE PUBLIC RIGHT OF WAY S THE DEVELOPER IS RESPONSIBLE FOR ANY DAMAGE 10 EXISTING ROADS AND FULL RESHOT OCCUR AS A RESULT OF PREFER T CONSTRUCTION WITHIN OR ANNE BUBBLE TO FOOD LOS RIGHT OF WAY. i A SMOOTH GRADE SHALL BE MAINTAINED FROM THE CENTERLINE OF THE E %ISFIND ROAD TO THE PROPOSED EDGE OF PAVEMENT TO PRECLUDE THE FORMING OF FALSE GUTTERS BLOOD THE PENDING OF ANY WATER IN IT ROADWAY. C STANDARD CHARLES ILS AND OR HANDRAILS SHALL BE INS FATHER AT HAZARDOUS LOCATIONS AS DESIGNATED DURING FIELD REVIEW BY THE COUNTY TOWN INSPECTOR OR VooT. DEVELOPER IS RESPONSIBLE FOR ALL TRAFFIC CONTROL. THE DEVELOPER SHALL SUBMIT A SIGNING, STRIPING MANY BEIRUT BATON PLAN TO THE VDOT LAND DEVELOPMENT SECTION A MINIMUM OF THIRTY DAYS PRIOR TO PERMIT APPLICATION. THE DEVELOPER SHALL NOT COMMENCE CONSTRUCTION OF ANY PAVEMENT COURSE WITHOUT AN APPROVED STRIPING PLAN. 10 PAVEMENT DESGN IS BASED ON AN ASSUMED CBS VALUE OF I FLUOR CAP VALUE OF61N TORONTO CO) . SOIL TESTS OFSUBGRADE MUST BE SUBMITTED FOR ACIDNr DDETERMINATION OF REQUIRES THICKNESS OF THE PAVEMENT INCLUDING LAYERS OF ASPHALT AND SUBBASE PRIOR TO SUBBASE WE MAYBE AGGREGATE USED N BASE OR SUBBASE COURSES SHALL BE DIN, EXCEPTED ROADS BUT ACT OF 1000 VON OR LESS, WHERE 2IA AGGREGATE MAYBE USED. WHEN 0 BAGOPEGATE IS USED, UDL UNDERDRA NSb Si eEPPOVIDED. 12A4'(MN) LAYER OF STONES REQUIRED RANDALL CURB AND GUTTER (MAY BE GROWN ON TYPICAL SECTION JN LIST OF A NOTE) s. ADDITIONAL STAN LININGS OR 3LTATIONAND EROSION CONTROL MEASURES SHALL BE PROVIDED . AT THE DEVELOPERS EXPENSE AS DETERMINED NECESSARY BY VOOT AND OR THE LOUNTVpOWN DURING FIELD REVIEW. ALL COSTS SHALL BE ASSUMED BY THE ORDERED THE ENTIRE FACE OF THE ROADWAY OLD AND NEW PORTIONS ID SHALL BE OVERD AND RE STRIPED AS SECURED BY SPOT PERSONNEL OVERLAY AMPLE PAVEMENT SHALL BE MINIMUM OF 125 'D 5 ASSOCIATED WITH PAVEMENT OVERLAY. OR THE MILLING OF EXISTING PAVEMENT TO OBTAIN REQUIRED DEPTH, SHALL BE ASSUMED PER I SHDEVELOPERSA6 - i. DEVELOPER IS RESPONSIBLE FOR DESIGN AND CONSTRUCTION OF ANY TRAFFIC SIGNAL INSTALLATION OR MODIFICATION WHICH WILL BE NECESSARY As A RESULT OF DEVELOPMENT OF THIS SITE 16 ALL RIGHT OF WAY DEDICATED To PUBLIC USE SLwLL BE CLEAR AND UNENCUMBERED IT THE CENNNTOWN SHALL OBTAIN A PERMIT FOR ALL SIDEWALKS WITHIN TIIE RIGHT OF WAY THAT DO NOT QUALITY FOR SPOT MAINTENANCE. 16. TRAFFIC CONTROL DEVICES OR ADVISORY SIGNS. SUCH AS MULTIWAY STOPS. SPEED LIMITS. WATCH FOR CHILDREN. PEDESTRIAN TRAFFIC ETC. SHALL I 9. LANDSCAPING AND IRRIGATION SYS IEMS SHALL NOT BE INSTALLED WITHIN THE PUBLIC RIGHT OF WAY EXCEPT AS SHOWN ON THESE PLANS OR A SEAT APPROVED REVISION. ID. BEGINNING JULY 1 200 ALL LAND USE PERMIT APPLICATIONS APE REQUIRED TO PROVIDE AT LEAST ONE (9 PERSON WHO AT MINIMUM, Q VERIFIED BY VDOT IN BASTE WORK ZONE TRAFFIC CONTROL FOR ALL PERMITTED ACTIVITIES WR'HIN STATE MAINTAINED RIGHT OF WAY WHICH INVOLVES INSTALLING, Mn OR REMOVING WORK ZONE TRAFFIC CONTROL DEVICES. THIS PERSON SHALL BE RESPONSIBLE FOR THE PLACEMENT, MAINTENANCE AND REMOVAL wAL OF aFALt WORK ZONE T SAFE TCppNTROt DEVICES . LIAI 'IFOBLE, NUMBER L1- DIRECTION _DISTANCE 45.00' S25GAS 15 "E L2 N 68`6:233" E 56.84' AN NPEARL 05 "E 70.94' L4 '33 "E 1410]' L5 A S FARCE E 61.33' Na4 °z3se ^E 530'4(006 "E 8627 X 59 2400" E S 35 "2T 54" E 719] N 45 01 13" E 513 °1tl 20 "E 0400S34'GO VL6 23 "E 191,43S52'1599 L36 "E 134.36sae°OIO'12'A L3] N70'2828 "E 13800531°4]'36 L38 "E 13115' L13 S 36 °010'32" E 88.0]' L14 'CA 20 "E 90.00' L15 °14'41 "E 9].16' L16 0410'17 "E 140.01' L17 °4:202 E 148.05' L18 °47'53 "E 65.32' L19 !87 °36'05"3 10]58' L20 "49'34 "E L48 N ]2 °56'38" E L21 _]230' °13'10 "E 65-11' L22 °23'59 "E 5848' TAX °1,3'50" E 2559' L2a 584 °3:2'05 "E 17]9' L25 N 65°22'01" E 65.58' L26 N 52 °4,013" E 3690' NUMBER DIRECTION DISTANCE L27 N 63 47 21 E 1032]' L28 X48°5108 E 11787 1_29 N]2 °21'31 "E 4036' L30_ -jai X52 °10'58 "E 62.92' POINT OF TANOCKLY Na4 °z3se ^E aase' L32 X 59 2400" E ENDS L33 N 45 01 13" E 68 60 26 2] 54.07 L34 N ]5 43'43" E L35 'S 67-14 L36 500 °20'49 -E 4245' L3] N70'2828 "E 6094' L38 %41°1310 "E 75.19 L39 IS _4228' 02 °17'53" E Lao N51 8457 E 9010 L41 NDOTER 52'E 9432 L42 TRY 3 °28'2]" E 6844' L43 X43 °23'57 "E 8399' _ Loa N 10 °40'38" E ]8.62' L45 N 3`°0011" E 151.39' 13396' L46 N 18 °51'48" E L47 N 30 °3]'66" E 135 GB' L48 N ]2 °56'38" E 66.81' L48 N 66 °14'43" E 12956' L50 1 N 57 °39'64" E 20.00' L51 N 39 °57'32" E 88.99' L52 N67'17'05'E 19,76' SL'RVEI' "+IO'C'ES 11 SHRVEYPRFPAIREC50R SHSTREETSTATION LLC. 2 HORIZONTAL DATUM_ VIRGINIA GRID NORTH MAD SB, SOUTH 70NE VERTICAL MONTH AMERICAN VERTICAL DATUM 1958 (NAND 83) I THE LGESTRANDSOF UNDERGROUND UTILTIES. AND ANY EASEMENTS OVER THEM, PPESHOWNINAN PERFORMED TACKING PR CI EILOCATITEST FOPIN9, OR UNDERGROUND INVESTIGATION OF OR CANNOT WAS D. LACKING OR OF HERE FBERG BASEMENTS UTILITIES THIS CENTERED E CANNOT ON CERTIFY GRO NIS ENCROACHMENTS, LE AND ARE OR OTHERWISE THEREOF WISE REFERS CED TO SURFACE THAT ARE OR RO LINEERCaourvo u'nu'nESnrvD ARE NOroTHERw1sE REFERENCED TosQRFACE FEATURES OR PROPERTY LINES 4. AERIAL TOPOGABLY PREPARED BY VIRGINIA RESOURCE MAPPING 21ON21ST UNITA PURCELAILLE. VA 20132 PHOTOGRAPHY DATE DECEMBER 2002 a ROBOT P AREA, CONTAINING 1250 So T- AND SHOWN AS BEING A PORTION OF PARCEL NO ON A PLAT OF I UFFNAN FOSTER &ASWBIATES AND RECORDED IN GO BE 464, PC 45 AND ALSO SHOWN AS BEING SOLUTION OF THE PROPERTY ON A PDT OF O. R. RANDOLPH RECORDED IN CO. 06. 252 PC RE PLAT 6 BOUNDARY SURVEYS PERFORMED IN JANUARY Z03 AND FIELD VERIFIED IN AUGUST 2012. Unury SURVEYS PERFORMEDIN AUGUST 2003 AND APRIL SYR ALBElA4AR7,E COUNTY ENGINEERING STANDARD DRAWING LEGEND FOB NO "TT OSCAALE, GI^.NTRAfl, CONSTRUCTION NO "DES FOR SITE. FT,ANS 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT VF WAY INCLUDING CONNECTION To ANY - IXImNCNOTE TYPICAL NOTE HEST ROPCSF9VmE ON31TE PROPERTY LINE _ _ LINE PROP EXISTING ROAD, A PERMIT SHALL BE DRUGGED FROM THE VIRGINIA DEPARTMENTS TRANSPORTATION NOOL iMS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT WHERE ANY DISCREPANCIES RALLY THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. ARCHITECTURAL SO 4FLOORpvc POINT OF TANOCKLY 2. ALLPAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT -- PROPERTY LINE -- SPECIFICATIONS AND STANDARDS OF ONLY UNLESS OTHER AGE NOTED, GRATE INTERIOR PARCEL LINE RETURN BE ASSUME E LINE HOPE 3 EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PAN AND SHALL BE INSTALLED PRIOR TO MY CLEARING GRADING OR OR AT BE BLOCK P CONSTHUC'RCN - _ ___ SETBACK __ ____ 4- ALLSLOPESn DDIBTURBEDAREASARETOBEFER TILIZED, SEEDED AND STUNNED. THEMA%IMUM ___ LIFE ALLOWABLE SLOPE 1921 MORIZONTALNERTIGA4 WHERE REASONABLY OBTAINABLE, LESSER SLOPES MUST OR BETTER ARE TO BE ACHIEVED. 5. PAVED HE OR COUNTY DIRECTOICN ENGINEEDDITC HTHEDIRECTREDESININ, THE OPINION LE COUNTY DIRECTOR IT Or THE ECH NEERING, OR WE DIRECTORS DESIGNEE IT IS DEEMED NECESSARY BM N ORDER TOSTgS LZEADM NAG CHANNEL DRAINAGE REINFORCED CONCRETE PIPE 8 END BRL BUILDING Sol I RUN TRANSFER CURB RESTRICTION LINE G TRAFFIC CONTROL SIGNS STALL CONFORM WITH WCVPp VA MANUAL FOR UNIFORM T FCpONTROL EvaES APPROVEDFOR OF CUBIC FEET R W RIGHT OF WAY DOCTOR RB AND BUITHt ENTERL NES T. UNLESS OTHERNIIS E NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE- GANCHI SLOPE ANY CORRUGATED 6. ALL EXCAVATON FOR UNDERGROUND PIPENSTILLATON MUST COMPLY W rH OSHA STANDARDS FOR THE CONSTRUCTION INDUSrflr(29 cFR PART 92N SANITARY PROBES NA METAL PIPE POLE CONN CONNECTION GENERAL CONSTRI "CTION NOTES FOR STREE"ll S SQUAREPET COMO CONCRETE STS ' E4 i hlL LIST IS IN ADIIITION TO THE GENERAL CONSTRUCTION NOTE _.. -. D UTILITY O POLE 1 ALL MATERIALS AND CONSTRUCTION MUST BE TESTED AND DOCUMENTED ACCORDING TO VDU% STANDARDS AND SPECIFICATIONS. TYPICAL LIGHT 2 SURFACE A RAINAGE AGO PIPE DISCHARGE MAST BE RETAINED WITHIN THE PUBLIC RIGHT OF WAY OR WITH N FASEMENTGPRIORTOACCEPTNNCE. ALL DRAINAGE OTTFALL EASEMENTS ARE TO BE EXTENDED TO 7} ACORN BOUNDARY LINE OPANgiTML WATERCOURSE LIGHT �- TYPICAL 3 CWROPNL LOCATIONS ARE APPROXIMATE EXACT LENGTH LOCATION AND APPgOpgIATE ENO TREATMENTS WILL ED FIELD VERIFIED AT THE OF CONSTRUCTION L ADDITIONAL GUARDRAIL MAYBE REQUIRED AT SIGN LOCATIONS. NOR SHOWN ALSO IN THE OPINION OF VAST (FOR PUBLIC ROADSI OR THE COUNTY ENGINEER (FOR PRIVATE ROgp3), OR DESIGNEE IT IS DEEMED NEOE99ARY, WHEN GUPRDRAIL IS REQUIRED, IT BE X PARKING IN6TnL1L-0IFOUR(<] FEET OF3ET ROM THE EDGE OF PAVEMENT TO THE FPCEOFGLIgROPNL AHD ROADWAY UNTO A, SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN IO FEET 1 WHERE URBAN CROSS SECTIONS ARE INSTALLED. ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO GATT CG 9G A. B OR 01 coNTD a 199 5 VEERRURAL STANDARD p� EFFUSES ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONCERN To - _)6� LINE 1] 6. COMPLIANCE WITH THE MINIMUM PAVEMENT WILL SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TIPIpAL PAV EMENT SECTION DETAIL SHALL BE SHORTLY ADHERED TG AThA p45164 RED NONS 061610 BTO 5 RUN 7 ACCEPTED APPROVAL FOR SUBDIVISIONS ISSUWECTTO FINAL SUBDIVISION PLATVALIDATICN WOULOTHE FINAL PLAT. FOR THIS PROJECT EXPIRE PRIER TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS 54N SANITARY SAN SHALL BE NULL AND VOID. COHERENT VIRGINIA MENTA B. TRAFFIC AND DEVICES LABEL STORM E e CONROLDREGULATORY ICES ALBEMRLE COUNTY TRAFFIC NDMAN DEVICES AND THE PIBEMAPLECOVNTYPUAD NAMINGnND PROPEPttNUMBERING DNAMIGAND NUMBERING OPDINANLE AND MANUAL _U 6 RYSEWER LATERAL 9 IL EVENTUAL OR OTHER REGJLATORY9GNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN IN Tr A OPINION OE THE TARAGE ENGINEER. 0q DESIGNEE THEY ARE DEEMED NECESSARY IN ORDER i0 PROVIDE SAFE SAFE nrvD corvvENlENTn;,cESS. 10 NEDBY VAS B OR PUBDONSPEED LLMDSIGNS ARE SMPH BELOW THEDESIGN SPEED, OR AS THE SPEED av voor FOR PU3ucvonps. UNDERGROUND WATER LINE W n vOOT STANDARD CD. ORCD2 CRU69DRgINSnRETO BE INSTALLED UNDER THSSU98A9EFAre RILL ATALL _ Z- UNCERGROUND ELECTRIC LINE - CUT AND SUL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES O VN0.HCmourvO LINE G 12 s REQUIRED FOR ALL STORM ACCESS AND CULVERTS RA r ARE DEEMED RAIPOOL OR GO THE VIDEO TO VDOT OR DETAINAMERA INSPECTIONS INSPECTION SHALL BEGONOTOTED IN LABELED CH ACCORDANCE INSPECTION ACCORDANCE WITH VDEi'B VIDEO OAMFAAIN6PECTION PROW CUPS EDU _ter UNDERGROUND TELEPHONE LINE T A CSA GENERAL WATER AND SEW FR CONDI LIONS: I ADDS SHALL BE SUBJECT 0 INSPECTION A ONBYD LE COUNTY BEET AUTHORITY) AGAR INSPECTORS THE UNDERGROUND CABLE L CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER AREA OFFICIALS AT THE START OF THE WORK STORM THE 2 LOCATION OF E%IB "NG UP FIFES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT DECREASE ILY SHOWN SEWED ON THE PLAINS AND WHERE AT OWN ARE ONLY APPROXIMATELY CORK EAT. THE CONTRACTOR SHALL, ON HIS BVJN INITIATIVE LCOATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. g SANITARY EWER MAIN 2 3. RALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND CONSTRUCTION SEWE SPECIFICATIONS . AS ADOPTED BY THE BEAR +gyp HYDRANT V 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETC SURVEY - i THE CONTRACTOR SHALL RE RESPONSIBLE FEET NOTIFYING MISS UTILINfAU05R- ]001). O ONSHORE ONSHO IV� WATER AN D RECAP PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF COVER MEASURED FROM THE TOP S L OF PIPE. OVER THE BROTHER OF PIPE THIS INCLUDES ALL FIRE HYDRANT LINES SERVICE LATERALS AND ��1 STORM MANHOLE ®� WATER LINES, ETCH Z ALL WATER RENDERER MPURi6JANGESggEiO BE LOCATED OUTSIDE OF ROADSIDE DITCHES wv SO WATER METER SO N DEALERS DL NHS SODDED TO PREVIEE ADEQUATE RESTRAINT FEET THE VALVE OURINGn WATER • NSION FUTURE EXTENSION DE THE UrvE. LINE VALVE ❑ GAS LI Z TREES ARE EST PERMITTED IN THE AREA EASEMENT VALVE 10 THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO LEAD REGUON REGARDING BRASS DTI FlTINGS EFFECTIVE JANUARY 4 %C14 [SENATE SILL 3874 WHAT AMENDS THE SAFE TOBAGO WATER MR. GA METER API ND CAL E ZONING AND SI'l E TASUL ATIONS SECTION HEADWALL OR PARCEL 076M 100 O0290, SAM1LBOW W 00 F0 AO FRED ALTO 002AD S 0770000011 ED ZONING AND OVERJOY ANTIGUA, PENNED DEVELOPMENT- SHOPPING CENTERS (RD SG ENTRANCE CARTOON (EVE& AIRPORT IMPACT ARCO BAW) INLET ASSOCIATED PLANS'. ZONING MAP AMENDMENT- ZMA%OOSOOOCI(APPROVED LI'H121 PARKING STRUCTURE SPECIAL USE PERMR- GOWCU0003(APPROVEDEVOST CURB INLET CRITICAL SLOPES SPECIAL EXCEPTION ((NPROVEY91212) PROFFER STATEMENT DATED 09 DO 12 (APPROVED Ol 2112) O CLEAN 0 FLOOD PLAIN SPECIAL USE PERMIT- SP201200029 (APPROVED ADIS 13 © ELECTRIC O MAGISTERIAL DISTRICT SCOTSVILLE DISTRICT MANHOLE PROPOSED USE SHOPPING CENTER TELEPHONE O TOTPLSREAHFA DO COACHES ® CTR L 1c eox EB LANDFILL PARCEL AREA 21.17ACRES BOX RIGHT OF DEDICATION 211655OF =486 ACRES OPPROXRMATE) RIGHT ORwnv RESERVATION sF =z7eACRES (aPPROwMAME> EL PEDEST EP PROPOSED IMPERVIOUS COVER. SITE AREA 3.01 M APPROx1MATC (MONITORING LANDFILL PARCEL 170 AD (APPROXIMATE) LANDSCAPE PLAN SECURER. YES WELL TEST ® BENCHMARK BORING STANDARD AB13REVI.ATIONS AD ACRES ROG POINT OF GRADE ADS AMERICANS PAT PH A GRADE D AGE Try ACT DISABILITY ACT PROP PROPOSED ARCHITECTURAL SO 4FLOORpvc POINT OF TANOCKLY BE BOTTOM OF CURB FAR POINT OF TANGENCY. CURB 4 GRATE T RETURN BE BASEMENT HOPE POLYVINYL BE BLOCK P POINT OF - FOR APPROVAL INOERSECRON FORA PROVAL — BM REINFORCED CONCRETE PIPE 8 END BRL BUILDING GET RETAINING CALL RESTRICTION LINE WALL APPROVEDFOR OF CUBIC FEET R W RIGHT OF WAY OF ENTERL NES JWICBC SLOPE ANY CORRUGATED SAN SANITARY PROBES NA METAL PIPE CONN CONNECTION BE SQUAREPET COMO CONCRETE STS STATION CORRUGATED CPR DUN STORM OF CUBIC YARDS SW 13 DEWALK TOP DEC DECORATIVE LED BEEMOVED CAP DEPRESSED TBRL 10 BE RELOCATED DIP DUCTILE IRON RIPE T FAR DOMESTIC T ELSE ELECTRIC T ELEV ELEVATION TOP TOP OF WALL OR EDGE OF PAVEMENT TAPE TYPICAL ED EDGE 01 SHOULDER THE ONDERGROUND Up EST END WALL UP UTILITY POLE DC ED EXISTING DC WIDE F FINISHED FLCOfl IS I FIRE HYD RARADE G FINISHED A GRADE FLOOR VAT OF oo AGE GH GRADE HIGHER SIDE 3 OF WALL L GRADE LOOKED SIDE 4 GRATE T GO V GATE VALVE HOPE HIGH DENSITY 6 POLYETHYLENE PIPE P HIGH POINT' HOT HORIZONTAL w HEADWALL ITT INTERSECTION Ol INVERT LF LINEAR Lac LIMITS OPOLEARIN( Loo 1MTTURBA U6 LINE OF SIGHT TO W POINT VS LANDAI ".1A% MAXIMUM MIN MINIMUM MIT NJ FECRANICALLORT ]c CHAMBER NT OF ANALYSIS A POINT 2HRVATURE C PACT OMPOUND Mvo urvD CURVATURE CURB REITRN ROUNDUP INTERSECTION WATER METER PLUSOR MINUS DEGREE DIAMETER u W z w a �1 W 'zER ^ O V pq z W iml AD PNPET COTT Z uj ♦ ���� Mc C REVISIONS PER DATE COMMENT BY AGOUMY CONCRETE DR 3 8114 14 FOR APPROV AL 4 1001 14 1001 1 ED COUNTY OAGENT 5 _ COSTS COST OR APPS 6 031215 FORAPPROVAL CARL - FOR APPROVAL DFIN FORA PROVAL — APPROVEDFOR CONSTRUCTION PROJECT No VI 22001 DRAWN BY. JWICBC CHECKED CB DATE 11 ASIA GALE NA ROAD Il'V]'ROV EMENT PLAN rnx 5��r1��P,1psTR�Ep_ET UlLAIIO - 1BENT CREEK ]PARKWAY LOCATION OF `TIE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E N 2N X 9 RE N WARRENTON, VIRGINIA 20186 CUBA. (540) 0494500 END NOW 8490621 DANIEL R. HINES UO No 043176 IV 05/13/15 Vj GENERAL NOTES SHEET GRACE 3 O ' �oa O �2 P+i Y � v 0 N(} 0l � ANTS / W z - ogo , w 11114 o 1 ...: 1 IF all w HIM z ...: 0 ,x z r 4 pq P4 r R N, U, F BE r O A F REVISIONS REV FAR COMMENT BY 1 GAIT PER COUNTY COMAE TS ART FOR APPROVAL DRH B &1414 FOR APPROVAL DRH 4 1001 14 PER COUNTY COMMENTS onn 5 1030 14 FOR APPROVAL YET e 031215 FOR APPROVAL ALL FOR APPROVAL DRH OF 13 15 FOR APPROVAL DRH EYCAVATUPY TAUNTED CH ANY DEMAND P1111RITH TC APPROVED FOR CONSTRUCTION PRCCECTNi V1220C DRAWN BY nun DATE nrzsns SCALE 1' 50' CAR 10 CRY WELT. ROAD IMPROVIEMENT PLAN —JRJR 5TH STREET STATION = ]BENT CREEK PARKWAY LOCH "IIONOESITE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER EN GI N A E RTNo LACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 DRUM. (540) 3494500 HAS (540) 3499321 DANIEL R. HINES _ q Lia No.6431]6 C -_ � PO 65/13/15 �I41 f`' /ONALG SITE AND n TES: UTILITY PLAN 1- GENERAL NOTES AND GENERAL GRADING AND FRUIT Y NOTES ARE 2. RIP CALCULATIONS ARE SHOWN ON SHEET III SHEET NUMBER'.1 3 TVPIGAL ROAD SECTIONS ARE BROWN ON SHEETS 13A B. /II C PHOTOMETRIC STREET LIGH TS ALONG BENT GREEK 0 `�� PARKWAY HAS BEEN PROVIDED WON THE FINAL SITE PLAN 5TH H WERMANSPLAIN ORTELLS SCHEDULE AND 21 PLEI6EHEVAT RS WPpMAN9 PLAN FOR LIpI1T5GHWULE AND FOOTCANDLE VPLVES 1 -50 s _ o F.G.j CEDER im-R H0 ggg All w il CAP W� AT Sr - z N 440 PATT OM w Fez F�q BE s s .€ — BE C I 3. REl IbIONti HANOINTSTA ISO BE REV DATE DOMINANT By ( INFILTV LEE 1 5's1 PER COUNTY PUT AT 23 ACCIDENTS s33 1 Zed z2 8 z &23 14 PPR FOR APPROVAL oaH 420 _ APPROVAL LEE FRONT" a, 0/ COMMENTS PAT ND I W m o APPROVAL a 6 03: OR VPL I pRH "' _ -1111 I m5) 7 Ol FOR APPROVAL pPH Cql d OS is hpH PPPPOVPL Di 410 �— __- - _ .. Pi OY.6YF0E OF E F PC yyyy i T E FOLLEARESE, III A ED ULT IRE REDDEN 1 R IN AI , 9 Oda ,o „< °l � E I »•e APPROVED F OR LGARDINTELEEI F -- srA- 1rN3,I�.. 1111 .i CONSTR I N PROJECT NO.: dot h ECKDY JLP:c L - TO &+.a i 1 CHECKED 9v. H RE 39 Pa PGW6 DATE D 6/ 9 Nc APPLE AS NOTED L wPOM -IEV= A' 44 105 V Pal _ -, 390 _:..I. E93 _ -._ _ - _ _ PROJECT PROJECT 2]9a _ _ _ AD, D28 - r F� g� ROAD 6-1220 m L ll1.Ve2V -. W w — Ih4PROS'Ei4IENI T , w UP GR CE PLAN P 0 GROTTIGHN(Al REPORT . 5TH STREET K _ _ I wPe STATION SCSI ,A BENT CREEK K OPIDOMFACFI 380 r ERNEST PARKWAY x[nBre>) I OBLATION OF811'F] s e NORTH OF 1 -64 BETWEEN o E 5THSTREETAND z AVON STREET EXTENDED rc — ED BE SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY VA a 1 .. i o 0 IT 1A BOHLER o m° a _ w w 5)d BNGLNE EHLNO 26 BLACKWELL PARK LANE, SUITE 201 IN WARRENTOH VIRGINIA 30166 IN o PI ( .4500 1 - (E40)34 L321 z www B0 h /ertngneetlng.c0m oFi ROD '_. -_ _ 3— o O 0. m - - - - _ V DANIEL R. HINES 8 AF u .K :. - 9 Lie, No. 043176 11 P B - . K —06 - W y O 05/15/15 W DATUM ELEV bgs \r. _ � NIB BE UtE; W SO `i' rym ^`Sm SS ^Hm. .^o� `m m Hm h ^`Sn ^Yr �y im� �m iimmmmm �.° °;m 6'im �� °Km R & m o dye q g �$ a. y °. e. '?r. ED OR m vi.e �N Ee °v ^In SHEETTrtLE: ^�.�. 'gym �m ^�° ^�' °r's "N' '°A� '°i .� H° io AT V:° 3° °v "Ove n� 36 "� v �a BENT CREEK 15 9,00 9S0 MAN 10.59 NINE 11TO 1249 BAR 19TS 13150 FIRE RUN 1560 15,50 CAR 16,50 JEWS 930 TWO IRAN WAN LP 9N ONTO DAN 91 +0J 2115) BEER PM'.0 PARKWAY SPAR ROAD PROFILE BENT CREEK IPAAKWAY PROFILE NOTES: sH SHEET NUMBER _N wzTrvTAL 1 REFER TO SHEETS FOR SITE AND FUNNY PLAN NEWS GL 6A 2 REFER TO SHEETS UP SO FOR GRADING PLAN VIEWS y% 9 REFER TO SHEET ED FOR SUPER ELEVATION INFORAVE ION AND CURB ELEVATIONS PROP. DONE. -II - I I �P I �F z �I w �_ BE xTI PS e w c .a m oa z x T, IT III T� 00OR 6 ,z� �5 4 na zw TE / { $E o AP-MARE ea06 - u 501 3 Oc IE r6A0 nJ `4s 5 l2E?'1SI(JNc P n an C —. REV DATE COMMENT r ev 1 s: n4 PER COUmry COMMENTS 1 L Vn Dae z e oa APP DRH III 1 APPROVAL DEn � 3 a E m CROP SCENE Q COUNTY ITT 10 COMMENTS CRT 1013014 FOR APPROVAL LET 09 m 1216 FOR APPROVAL DRH I y � I FOR ) 6 r� 8 I d T les R APPROVAL PAT _ — — I,. s 05,13 15 FOR APPROVAL DAL o I a — a _ F =„ I � I rs I I �,�T�7���,� � 1�9R4o. rA T rr�, . r,m / ou=a „. ltTP ,=/, /'�/ APPROVED FOR u LL �I _ CONSTRUCTION I/< Y �/- %`_art - .T 'f �, Y' �� ' PROJECT No Vr22001 '! I �f ”. LL� DRAWN Ex. cea 1 ✓ / ._ i ° E "E Dex "Tf - 11 A'S13 ,�✓ IF! y A SCAL RECORD % AREA PAY I TOR y/l PT FTIA �" ,,✓ PROJECT ROAD -- IMPROVEMENT PLAN ✓ / zA l — .on 5TH STREET _ —. — — STATION _ 7 1I BENT CR]E]EK ' PARKWAY AY F/ OF MY Ol - LO.A11ov LA 61TL — - — - TA I HILL NORTH OF I -64 BETWEEN REAL /I ✓1' '_ 5TH STREET AND "'1'0HV AVON STREET EXTENDED -' SCOTTSVRI E MAGISTERIAL 3 �X AT R L LL ALHEMARL E COUNTY, VA PER '3 , OR AUDI MIN SN OT BOHLER _ � &A 6Pn ENCFNeEHENG _ F (5 O)3490321 0 21 (. wwwIS hlerEngmeering.com 1 I I x DANIEL R. HINES.. Lic. No.6431 ]6 'Q 05/15/15 co F G� ., : _ — m _ZONAL ad �r _ - EETTTE °� m ° �� ° 11 E o m M _ m Ms m I wm m ° SAE x h� �' °i T'1£�FL'ff� _ a as a a�1 m AN �e �aae 4p N, �:a Ala ale glee xa �P. ae see ,° �e AD PARKWAY ROAD PROFILE 3Ew4 J,.� O I1LE . , Y4�� D 0440 fi�LO 7J 6J 6A0 3560 1!)00 3/i0 44 Y E3 P1.60 3w9 RR 4U 30 8600 %JpR , 4 9�B M� - 1R 50 29.50 Po 00 6 ,0 iH.'JO 4B :0 3 OJ ' 29n3 Ou_J a.50 ]9 .0 r N STEP 'F 0 T SHEET NUMBER: "Am NOT 11l!llTL... �l Ca 'T `v °S a'v aa`. e`e e`< `a "v .r av c a e AT 'e e e 5 , BTNT CRLLK PARKWAY PROP ILK T. REFER TO SHEETS FA4a FOR 311EAND UTILITY PLAN VIEWS IT r: ,Ho, An .. ,o ,� "'�5I1'HONZOrvTPL 1 2 REFER TO SHEETS 54 SC FOR GRADING PLAN VIEWS r=5' AFRICA '� I u.vr_u ownu.c r, rcr vnm xnsr on A. REFER TO T AD FOR SUPER ELEVATION INFORMATION AND CURD ELEVATIONS e TO AID 370 Co DATUM ELE 35500 I].tt 10'N 11.90 1150 @40 121 1 OFF 1300 1400 iHW 1546 ':540 164C PROPOSF,I) ROAD PROFILE - CENT CREEK ROAD BOAL 51'HOR¢o ii 1 ss VE4Q1LTA TO LLC 41C So 400 DATUM ELE\ 365 O6 REV DATE COMMENT BY m15,14 1 PAR COUNTY FISH 9 G y PROVAL ORi 3 -_.. 06J FOR APPROVAL DRH P 1001 14 rc) Awl 5 103014 FOR APPROVAL ART SEGOVIA VAL PAT 9 S s FOR APPROVAL ON 01 FOR APPROVAL z BENT CREEK - - -. - - -_._. IO(al ION OF ONTO As ENDE2 NORTH OF I -64 BETWEEN - AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL Y50 H ALBEMARLE COUNTY, VA w BOHLER a A - PRO 'FLATS E —r 11 ° L._ BRIDGE - - ul w z� It J'` z B AM r DID F-4 FIT DVAAA�—I- —.... - z \1 W IT g k I 1 1 OLD 1 I I G l 1 -GARY, IT \ I e Al I DEC � I � z I 'VILINr FS el PROVES 1 I m2 T I I I I i IT L 6 cc of I L' gam ..__ —_.. -- —- e IT IT Nun .. CT AN ED m.$ �$S,r M M 0 LOA q v ME EA -� S A, LOS D S l 4256 9 5455 _ 16 3 SN Sol A RE d HE „s c ED H H 6A AN Y m A m IT I -E h I I AI I -.._. j - -_ - -_ - - - -_- _- ^III- L I I ^q d 1 q i a _ R I / �EX GWAP` In rc o n I Ex I -A y a� m r , ST Lj IS S �m � A Rm �AT �m �AS �� To AN m �m m R n� I].tt 10'N 11.90 1150 @40 121 1 OFF 1300 1400 iHW 1546 ':540 164C PROPOSF,I) ROAD PROFILE - CENT CREEK ROAD BOAL 51'HOR¢o ii 1 ss VE4Q1LTA TO LLC 41C So 400 DATUM ELE\ 365 O6 C-30 sw EYE 'H0 OU ROD 1.00 1 R 1040 OR PROPOSED FIGHT DISTANCE I PROEII.E SCALE 50 N n 5 GERER%. . 400 G0 RAN DO 380 PL DATUM PLED 355.00 REV DATE COMMENT BY m15,14 1 PAR COUNTY FISH 9 G y PROVAL ORi 3 -_.. 06J FOR APPROVAL DRH P 1001 14 PER COUNTY COMMENTS Awl 5 103014 FOR APPROVAL ART SEGOVIA VAL PAT 9 S s FOR APPROVAL ON 01 FOR APPROVAL z BENT CREEK - - -. - - -_._. IO(al ION OF ONTO As ENDE2 NORTH OF I -64 BETWEEN - AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL Y50 H ALBEMARLE COUNTY, VA w BOHLER a A - PRO 'FLATS E —r 11 ° BRIDGE - w It z AM r DID F-4 FIT DVAAA�—I- - z \1 W IT g k I 1 1 OLD 1 I I G l 1 -GARY, \ I e Al AS � I � z I el PROVES 1 I I I I I i IT L IROP GRID gam ..__ —_.. -- —- IT IT Nun .. CT AN ED m.$ �$S,r M M ED H H C-30 sw EYE 'H0 OU ROD 1.00 1 R 1040 OR PROPOSED FIGHT DISTANCE I PROEII.E SCALE 50 N n 5 GERER%. . 400 G0 RAN DO 380 PL DATUM PLED 355.00 40C REV DATE COMMENT BY m15,14 1 PAR COUNTY FISH 9 G y PROVAL ORi 3 -_.. 06J FOR APPROVAL DRH P 1001 14 PER COUNTY COMMENTS Awl 5 103014 FOR APPROVAL ART SEGOVIA VAL PAT 9 S s FOR APPROVAL GET 01 FOR APPROVAL z BENT CREEK 380 PAR]KIVARL' IO(al ION OF ONTO As ENDE2 NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL Y50 H ALBEMARLE COUNTY, VA w BOHLER a A - PRO 'FLATS E —r 11 ° BRIDGE - w z AM r F-4 z \1 W IT g k I 1 1 OLD 1 I I G l 1 \ I e Al AS � I � z I el PROVES 1 I I I I I i IT L gam ..__ —_.. -- —- IT IT Nun .. CT AN ED m.$ �$S,r M M 40C REV DATE COMMENT BY m15,14 1 PAR COUNTY FISH 9 G y PROVAL ORi 3 81414 FOR APPROVAL DRH P 1001 14 PER COUNTY COMMENTS Awl 5 103014 FOR APPROVAL ART SEGOVIA VAL PAT 9 S s FOR APPROVAL GET 01 FOR APPROVAL z BENT CREEK 380 PAR]KIVARL' IO(al ION OF ONTO NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL go ALBEMARLE COUNTY, VA w BOHLER a A z AM F-4 z W IT g k OLD 3 G e AS RaT-TS1ONS REV DATE COMMENT BY m15,14 1 PAR COUNTY FISH CONSTRUCTION G y PROVAL ORi 3 81414 FOR APPROVAL DRH P 1001 14 PER COUNTY COMMENTS DRLI 5 103014 FOR APPROVAL ART SEGOVIA VAL PAT 9 S s FOR APPROVAL GET 01 FOR APPROVAL STATION - BENT CREEK 380 28 BIAGKWELL PARK LANE, SUITE 281 WARRENTON, VIRGINIA 20186 Phone. COAL 3494500 Fax (FEEL 5490321 www.BohlerEngineering.com pLTH /OR DIED ,o�C�` tl DANIEL R. HINES Llc. NO.043176 �. 051lDII � �OHAl.it� SHEETTmE BENT CREED rM �m ROAI.VINS) TODD 1TZ ll'Gc LLD 12 Of SIGHT DISTANCE PROPOSERD SIGHT DISTANCE 2 PROFILE PROFILES ADDLE 1 - 50 HORIZONTAL SHEET DECKER VEHTCAL 5 NO"I q 'ES: / A 1 REFER TO SHEETS IA TO FOR SITS AND Unury PLAN VIEWS 2 REFER TO SHEETS AN FD FOR GRADING PLAN VIEws HE EXTREME STATES F QUIN"Ll"INGINE'll SEA) mos' RE 1 STU NA APPROVED FOR CONSTRUCTION DRAAWN er .. n ec CHECKED BY'. HH AN NIf SCALE. S OED CAD I.D.: PSDB A0 PROJECT. ROAD INIPROVEMENIT PLAN TOR 5TFI STREET STATION - BENT CREEK 380 PAR]KIVARL' IO(al ION OF ONTO NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA J BOHLER 28 BIAGKWELL PARK LANE, SUITE 281 WARRENTON, VIRGINIA 20186 Phone. COAL 3494500 Fax (FEEL 5490321 www.BohlerEngineering.com pLTH /OR DIED ,o�C�` tl DANIEL R. HINES Llc. NO.043176 �. 051lDII � �OHAl.it� SHEETTmE BENT CREED rM �m ROAI.VINS) TODD 1TZ ll'Gc LLD 12 Of SIGHT DISTANCE PROPOSERD SIGHT DISTANCE 2 PROFILE PROFILES ADDLE 1 - 50 HORIZONTAL SHEET DECKER VEHTCAL 5 NO"I q 'ES: / A 1 REFER TO SHEETS IA TO FOR SITS AND Unury PLAN VIEWS 2 REFER TO SHEETS AN FD FOR GRADING PLAN VIEws RUG 650 ORD FRD 9,00 CGO NOR RUN PTA 11AS 1A6) 12 f9 DUE 930 L +ID ,`- , ) SON : „DR PROPOSED TUTIT ITS TANCE 5 PROFILE roNTAL VERNON HJ REV 6m Tm GO 1 4'0 PER COUNTY COMMENTS 4m sso NO 380 REV 6m Tm 3o C DATUM ELE\ 405.00 7,50 &W AG, FAR 060 LURE PROPOSED SIC TIT Dh Ai4CE b PROFILE POPE PORZO 5 VE'"' ncAL W z AIR- wNP l a F-4 z Z :. F pW 0 A j xP F Cl 7. igA, PIE AN s PIE REVISIONS REV I DATE COMMENT BY 1 5 15 14 PER COUNTY COMMENTS DRH m2214 FOR APPROVAL LET Wi. /1A FOR APPROVAL GET -G PER COUNTY GOMMENI6 DRH FOR APPROVAL DRH ]AND100 03 FOR APPROVAL SENT APPROVAL — -- �36nan6! FLY APPROVAL LEFT 9T. SORT GET@IWO ED 4P'RACE SCON-AX FOOS S zk u` L�- 0 NN A, ANN NN : NV TV H 7,50 &W AG, FAR 060 LURE PROPOSED SIC TIT Dh Ai4CE b PROFILE POPE PORZO 5 VE'"' ncAL W z AIR- wNP l a F-4 z Z :. F pW 0 A j xP F Cl 7. igA, PIE AN s PIE REVISIONS REV I DATE COMMENT BY 1 5 15 14 PER COUNTY COMMENTS DRH m2214 FOR APPROVAL LET Wi. /1A FOR APPROVAL GET -G PER COUNTY GOMMENI6 DRH FOR APPROVAL DRH ]AND100 03 FOR APPROVAL SENT APPROVAL o �36nan6! FLY APPROVAL LEFT 0 RETURN M 11 [ART IS VNrANF PNYWHYRE IN THE STATE 44C 6P 1 510 ME EPA MJ 1 "1217 ITS (11 TRY ED OIN APPROVED FOR CONSTRUCTION PROJECT v,.: 1R1CC01 CHECKED BY'. CPT DATE, .:GG13 SCALE. AS NOTED CAD I D_ PRIDE PROJECT ROAD IMPROVEMENT PLAN oR 5111 STREET STATION BENT CREEK EK PARKWAY FORT TION OF AITR NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G I N ER L BY 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 THERE 15403494500 FAR GET 3490321 ww.BoblerEnglneering.com O OF` b DANIEL R. HINES Pic. No 043176 111,' 0 05/13/15 0 ��ONAL SHEETTTTLE. SIGHT DISTANCE PROFILES SHEET PROVED NOTES'. �7Tq i REFER TO SHEETS DA PC FOR SITE AND VnuxPLAN VIEWS / D 2 REFER TO SHEETSEA W FOR GRADING PLAN VIEWS BY Efn DATUM ELE' 4]500 OA4 Oo OFF 0.50 900 FLY) 10,00 KEY 1640 11CO '410 12k0 TALK !HB 1600 PROPOLED 9TGH"1 OIS I'[3%CE', 9 PROFTI,h scA1� - rvTeL 1 1KT x 410 sic DU d W 4Jo DATUM ELE( 47500 REVI DATE COMANENT BY 1 5 15 14 PER o l Owrry LII A PACE 14 FOR APPROVAL FALL 3 WE 14 OF FLU 4 GO1 14 PER COUNTY COMMENTS °qH 5 10 20 14 FORAPPRFVAL DIH 8 01 HE FORAPPFOVAL DEC - 0125'15 v DRH 5.1 1:10 FOR APPROVAL FLU ZA 0 I IN WEB IS E I RAW IF OR H� DID w ILI a ., nneem LY ... LIECDx- unTnlcam w tl aen z — US P RUPEE ) IN O� z m k 06J 1�1 �I �a a 49G 691GHI &LARACE, -L IF S _ -._ OFT _ w ___ FiDP 6Rn "E N Yl i IN 1. d 11 u _.- �� i I I LY LL - :e IXLWAOfJ :e r - - _____ Bw &e Re &a. &e Be LL �. YY AL C JAY HP N 11 NO A YA IN AA BY I IN NO EP IN m AN AR m :a 3� �a .'Ua :e °g a &v &e e P, I .e OA4 Oo OFF 0.50 900 FLY) 10,00 KEY 1640 11CO '410 12k0 TALK !HB 1600 PROPOLED 9TGH"1 OIS I'[3%CE', 9 PROFTI,h scA1� - rvTeL 1 1KT x 410 sic DU d W 4Jo DATUM ELE( 47500 6154 HER Oho HCE m54 moo n„ KDA -- - -- - YCF. 10 A_'ROF1 L.E. _. PROPOSED IGII719 L SCALE 1 50 HYROUNTAI ,A X DARTERS DESIGNERS OR ANY BORKERN PH PRAP INC, TO WO BERLISARB IL 190 24217MI APPROVED FOR CONSTRUCTION 6ro PROJECT N V122001 AWN BY JLP CHECKED BY NET SCASE AS NOTED CAD IA ONO PROJECT ROAD IMPR'OVE1MENT PLAN co TOR EISTREET STATION = BENT 'CRE F K PARKWAY IOVAI ION OFn1TE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED ON SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G L N E E H LNG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) CAR 4500 Fax (540) 3490321 460 w EohlerEngineering.com DANIEL IRS HINES EpLTH{ /p�F 'q No. NF. 643176 K: P �4 q 0/54/1,3115 Oro AL SHEET TIRE. SIGHT DISTANCE PROFILES REVI DATE COMANENT BY 1 5 15 14 PER o l Owrry LII A PACE 14 FOR APPROVAL FALL 3 WE 14 OF FLU 4 GO1 14 PER COUNTY COMMENTS °qH 5 10 20 14 FORAPPRFVAL DIH 8 01 HE FORAPPFOVAL DEC - 0125'15 v DRH 5.1 1:10 FOR APPROVAL FLU ZA 0 IN WEB IS E I RAW IF OR H� DID w ILI a ., nneem LY ... LIECDx- unTnlcam w tl aen z — US P RUPEE ) IN O� z m k 1�1 p r �a a 49G -L IF S Yl IN 1. d 11 u Lb LY LY LL :e :e Ba Bw &e Re &a. &e Be 6154 HER Oho HCE m54 moo n„ KDA -- - -- - YCF. 10 A_'ROF1 L.E. _. PROPOSED IGII719 L SCALE 1 50 HYROUNTAI ,A X DARTERS DESIGNERS OR ANY BORKERN PH PRAP INC, TO WO BERLISARB IL 190 24217MI APPROVED FOR CONSTRUCTION 6ro PROJECT N V122001 AWN BY JLP CHECKED BY NET SCASE AS NOTED CAD IA ONO PROJECT ROAD IMPR'OVE1MENT PLAN co TOR EISTREET STATION = BENT 'CRE F K PARKWAY IOVAI ION OFn1TE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED ON SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N G L N E E H LNG 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) CAR 4500 Fax (540) 3490321 460 w EohlerEngineering.com DANIEL IRS HINES EpLTH{ /p�F 'q No. NF. 643176 K: P �4 q 0/54/1,3115 Oro AL SHEET TIRE. SIGHT DISTANCE PROFILES 480 REVISIONS REVI DATE COMANENT BY 1 5 15 14 PER o l Owrry LII A PACE 14 FOR APPROVAL FALL 3 WE 14 OF FLU 4 GO1 14 PER COUNTY COMMENTS °qH 5 10 20 14 FORAPPRFVAL DIH 8 01 HE FORAPPFOVAL DEC - 0125'15 v DRH 5.1 1:10 FOR APPROVAL FLU ZA 0 IN I RAW IF OR H� DID w ILI a LY w tl z O� z m k 1�1 p r �a a 49G -L IF S 480 REVISIONS REVI DATE COMANENT BY 1 5 15 14 PER o l Owrry LII A PACE 14 FOR APPROVAL FALL 3 WE 14 FOR APPROVAL FLU 4 GO1 14 PER COUNTY COMMENTS °qH 5 10 20 14 FORAPPRFVAL DIH 8 01 HE FORAPPFOVAL DEC - 0125'15 FOR APPROVAL DRH 5.1 1:10 FOR APPROVAL FLU ROE 4,50 5UR 5,60 A00 654 700 Tv0 6OR 8✓50 AW ASJ I 0 ,0. '+E 11 IN 9.W 12.00 12.94 ECH 1OLS 11 W N.54 1500 1.0 CO I � PR'OP'OSFT? SITE DISTANCE ANCE 11 PROFILE NOAI ITS - REFER TO 9 9 FOR AND UTILITY PLAN YEWS BULL 1 0 +ORIFSNUA 5 RADIAL 2 REFER T0 SHEETS 6ASC FOR FLOODING PLAN VIEWS LANDSCAPE SPE'CIIFICATIIIJNS 1. SCOPE OF WORK' APE CONTRACTOR SHALL BE REQUIRED TO PERFORM ALL CLEARING, FINISHED GRADING SOIL P SEEDING OR SODDING, PLANTING AND MULCHING INCLUDING ALL LABOR MATERIALS PREPARATION DER EQUIPMENT CONTRACTOR FOR THE COMPLETION OF THIS PRCJECi. UNLESS OTHERWISE CONTRACTED BY TuE pCNEMLCONWnGTOR 2 MATERIALS GENERAL ALL HARESSPORE MATERIALS SHALL MEET OREXCEED SPECIFICATIONS As OUTLINED IN THE STATE DEPARTI ENl OF TRANSPORTATIONS SPECIFICATIONS TOPSOIL NATURA_TRIABLE LOAD" SILT SOIL HAVING AN ORGANIC CONTENT NOT W THAN OR A PH RANGE FREE O DEBRIS . ROCKS LARGER THAN ONE INCH['., ODD, ROOTS, VEGETABLE MATTER AND CLAY NONE G LAVAN ALL DISTURBED - T )THICK LAYER OF TOPSOIL, OR AS DIRECTED BY I HE LOCAL ORDNANCE OR CLIENT, AND SEEDED OR SODDED IN ACCORDANCE WITH THE PERMANENT STABILIZATION METHODS INDICATED WITHIN THE SOIL EROSION AND SEDIMENT CONTROL NOTES. SEED MIXTURE SLAP - BE FRESH CLEAN NEW DROP SEED 3.S0 RE S ON SLOPES GREATER THAN PEGGED TO FOLD SOON PLACE ROSS. MULCH - HE -S MULCH I AROUND THE PERIMETER 'TALL BE ANY LAVER OF DOUBLE BRANDS BLACK CEDAR MULCH ONLY. ALL OTHER AREAS SIT ALL BE MULCHED N /TH A 33 LAYER OF DOUBLE SHREDDED DARK BROWN HARDWOOD BARK MULGHT UNLESS OTH8OWINE STATED ON THE LANDSCAPE PLAN. FERTILIZER 1 1 FERTILIZER SHALL BE [LIVERED TO THE SITE MIXED AS SPEC FIEO IN THE ORIGINAL UNOPENED STANDARD C 9- ARVING WEIGHT ANALYSIS AND NAME DF MANUFACTURER FERTILIZER SHALL BE STORED IN A WEA THERPROOF PLACE SO THAT IT CAN BE KEPT DRY PRIOR TO FEE. 1.. FOR THE PLUNGED OF BIDDING SCRUFF THAT FERTILIZER SHALL BE IO %NTROGEN, 6% PHOSPHORUS AND POTASSIUM BY WRIGHT . FERTILIZER SHOULD NOT BE SELECTED WTHOUTY, SOIL TEST PERFORMED BY CERTIFIED SOIL LABORATORY - L 11�A -PL ANTS SHALL IN ALL CASES CONFORM TO THE REOUIREMEN TSOFTHE AMERICAN STANDARD FOR - NURSERYALOCK ANBIZEAR HATESTERCON AS PUBLISHED BY THE AMERICAN NURSERY &LANDSCAPE ASSOCIATION 11 INALLOTHES , BOTANICAL NAMES SHALL TAKE PRECEDENCE OVER GOMMON NAMES FOR ANY AND ALL PLANT MATERIAL 13. PLANTS SHALL BE LEGIBLY TAGGED W ITH THE PROPER NAME AND SIZE. TAGS ARE TO REMAIN ON AT LEAST ONE PLANT OF G TREES WHAT E SO OF HE IS BARK SUN S. DISFIGURA71ON OR FRESH CUTS O WHICH HAVE O E COMPLETELY CALLUSED. SHALL BEREIECTE " SHALL OST BE BOUND VSFF GORE O O 5 1 5 ALL PLANTS SHALL HE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT DE GRAPHI WELL DEVELOPED BRANCHES DENSELY FOLIATED VIGOROUS RCOT SYSTEMS AND BE FREE OF DISEASE, INSECTS, PESTS, EDGES OR LARVAE 16 CALIPER MEASUREMENTS OF NURSERY GLENN USED SHALL BE TAKEN AT POINT ON THE TRUNK 5IX INCHES ((66`J ABOVE THE NATURAL GRACE FOR TREES UP TO AND INCLUDING AFOUR INCH L11P)) CALDER SIZE. IF THE ES (6j ABOVE THE GROUND EXCEEDS FOUR INCHES N' CALIPER SHOULD BE MEASURED AT A POINT I2" ABOVE THE NATURAL GRADE. 1 F. RUBS SS14LL BE MEASURE TO THE AVERAGE HEIGHT OR SPREAD OF THE SHRUB.. AND NOTTOTHE LONGEST BRANCH IA TREES AND SHRUBS SHALL BE HANDLED WITH CARE BY THE ROOT BALL 3 ^GENERAL WORK PROCEDURES CONSToR TO UTILIZE WORKMANLIKE INDUfirgV STANDARDS IN PERFORMING ALL LANDSCAPE RUOnoN. THEStTEISTnBELEFTINACLEANSTATEATTHEENDOFEACIIWORKDAY - ALIDEALS MATERIALS AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSE OF B. WASTEMATERIPLS AND DEBRIS SHALL BE COMPLETELY DISPOSED OF AT THE CONTRACTOR'S EXPENSE DEBRIS SHALL V OT BE STELE, INCLUDING ORGANIC MATERIALS, BUT SHALL BE REMOVE COMPLFTELY FROM THE SITE 4 SITE PTIONS A BEFORE AND DEFEND PREHMINARY GRADING AND FINISHED GRADING, ALL WEEDS AND GRASSES SHALL BE DUG OUT BY THE ROOTS AND DISPOSED OF IN ACCORDANCE WITH OEEML WORK PROCEDURE OUTLINE HEREIN. 9 ALL EXISTING TREES TO REMAIN SHALL BE PRUNED TO REMOVE ANY DAMAGED BRANCHES. ME ENTIRE LIMB OF _ AMY DAMAGE BRANCH SHALL BE CUTOFF AT THE TRUNK. CONTRACTOR SHALL ENSURE HE AT CUTS ARE SMOOTH AND STRAIGHT ANY EXPOSED ROOTS SHALL BE CUT BACK WITH CLEAN, SHARP TOOLS AND TOPSOIL SHALL BE PLACED AROUND THE REMAINDER DF THE ROOTS. EXISTING TREE", HALL BE MONITORED ON A REGULAR BASIS FOR ADDITIONAL ROOT OR BRANCH DAMAGE ASA RESULT OF CONSTRUCTION. FLOOTSSERALL NOT E LEFT EXPOSED FOR MORE FLANGING LT DM. CONTRACTOR SHALL WATER EXISTING TREES AS NEEDED TO PREVENT SHOOK OR DECLINE. HAVE A LL TO IINSALIATON F ANY LANNDSCCAPE MATERIAL YUTILITY GOMPA LAS SHALL AS BE CONTACTED TTHREETN)DAYSR SHALL ARRANGE PRIOR TO THE BEGINNING OF WORK. S TREE PROTECTION A CONTRACTOR SHALL RESPONSIBLE FOR THE PROTECTION OF ALL BASTING TREES TO REM AN. ATREE PROTECTION ZONE SHALL BE ESTABLISHED AT THE DRIP LINE OR 15 FEET FROM THE TRUNK OR AT THE TRIP OF CONSTRUCTION DISTURBANCE WHICHEVER IS GREATER. LOCAL STANDARDS THAT MAY REQUIRE A MORE STRICT WEE PROTECTION ZONE SHALL BE NODDED. ON ) HIGH WOODEN SNOW FENCE OR ORANGE COLORED HIGH DENSITY MAL FENCE. OR 6_ APPROVED EQUAL MOUNTER ON STEEL POSTS SHALL BE PLACED ALONG THE BOUNDARY OF THE TREE vmwmON ZONE POSTS SHALL BE LOCATED ATA MAXIMUM OF EIGHT FEEL RG ON CENTER OR IS INDICATED THE TREE PROTECTION DETAIL G WHEN THE TREE PROTECTION FENCING HAS BEEN INSTALLED, IT SHALL BE INSPECTED BY THE APPROVING OR TO DEMOLITION ,GRADING .'I BEE CLEARING OR ANY OTHER CONSTRUGRCN. THE FENCING ALONG THEITREE PROTGGrION ZONE ALL RE REGULARLY INSPECTED BY THE LANDSCAPE CONTRACTOR AND MAIN TAINED UNTIL ALL CONSTRUCTION ACTIVITY HAS BEEN COMPLETE. * AT NO TIME SHALL MACHINERY, DEBRIS FALLEN TREES OR OTHER MATERIALS BEPLACED O T CKPILED OR LEFT STnNUINC IN THE TREE PROTECTION 20NE. C SOIL MODIFICATIONS A, CONTRACTOR SHALL ALLAIN A SOIL TEST FOR ALL AREAS OF THE SITE PRIOR TO CONDUCTING ANY PLANTING. SOIL TESTS SHALL BE PERFORMED BY A CERTIFIED SOIL LABOBATDRY B. LANDSCAPE WNTRACFOR SHALL REPORT ANY BOIL OR DRAINAGE CONDITIONS CONSIDERED DETRIMENTAL TO THE GROWTH OF PLANT MATERIAL SOIL MODIFICATIONS, AS SPECIFIED HEREIN, MAY NEED To BE CONDUCTED BY THE LANDSCAPE CONTRACTOR DEPENDING ON SITE CONDITIONS. 0 THE FOLLOWING AMENDMENTS AND QUANTITIES ARE APPROXIMATE AND ARE FOR BIDDING PURPOSES ONLY F AMENDMENTS SHOULD BE REVISED DEPENDING ON THE OU'TCOMEOF ATOPWVLAN4LY616 CERTIFIED SOIL LABORATORY - OHA pO,]R iION O PERFORMED BYE A SAND 1 TO INCREASE ASANDY SOILS SE ABILITY TO COMARETAI THOROUGHLY TILL MORE ALL DrHEDB COM USECOMFOSAR COL R ANE6rE LEAF MULCH ORPEATMOSS.a Or WOODS SHOULD BE AVOID ToL DARK COLOR AND BE FREE a PIECES WITH IDENTIFIABLE oR w00D SE DRAINAGE, , MOIDFY F EI Y WFM n PH LT MORE THAN TS 12 - TOINCREASEDRANARK MODIFY% AVYOLAVAND LM ORE TULTURA OLAYOM COARSE SAND ED O BRIM BY VOLUME) ON TEN TO GORET AL APSOF HE TOTAL MIX MAYBE USE RENOUGH15AGE LINES ESBEINGTHE SAND CONTENT INCREASE DRAINAGE INA OF THE iDWL MI %. SUBSURFACE DRAINAGE LINE MAY NEE TO BE ADDS TO INCREASE ORGANIC MATE. SOILS 1$ MODIFY YLOAN UF.MELVCO SANDY FT HERE OWED MIX AN CRAY, BY ADDING ORGnwcmnnER AND IDR DRY . SHREDDED SLAV LOAM UP TO son OF THE RE MIX 7. FINISHED GRADING A UNISYS OTHERWISE CONTRACTED, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SSE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE GRADING WITHIN THE DISTURBANCE AREA OF THE PE CONTRACTOR SHALL VERIFY THAT SUBSTAGE FAR INSTALLATION OF TOPSOIL HAS BEEN ESTABLISHED THE SURCEASE OF THE SITE MUST( MEET THE FINISHED GM DE LESS THE REQUIRED TOPSOIL THICKNESS ri "xI N AND PLANTING AREAS $1 ALL BE GRADETOA SMOOTH, EVEN AND UNIFORM PLANE WITH NO ABRUPT C CHANCE OF SURFACE AS DEPICTED WITHIN THIS SET OF CONSTRUCTION PLANS. UNLESS OTHERWISE DIRECTED BY THE PROJECT ENGINEER OR LANDSCAPE ARCHITECT. D. ALL PLANTING AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW FREE FLOW OF SURFACE WATER INANE AROUND rU E PLANTING BEDS 9TANDINGwATERSHALLH 'OTBBPBRMIngD IN PLANTING BEDS 8. xG * CONTRACTOR SHALL PROVIDE 11 SIX INCH I6 'I THICK MINIMUM LAYER OF TOPSOIL OR AS DIRECTED BY THE LOCAL ORDINANCE OR CLIENT IN ALL PLANTING AREAS TOPSOIL SHOULD BE SPREAD OVER A PREPARED REPLACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED COMPACTED THICKNESS R ON BE I TOPSOIL MAY BE USED TO SUPPLEMENT THE TOTAL AMOUNT REQUIRED. TOPSOIL FROM THE SITE MAY BE REJECTED IF IT HAS NOT BEEN PROPERLY REMOVE, STORED AND PROTEGE PRIOR TO CONSTRUCTION. ACTOR SHALL FURNISH TO THE APPROVING AGENCY AN ANALYSIS OF BOTH IMPORTED AND ON SITE TOPSOIL TO BE UTILIZED IN ALL PLANTING AREAS. THE LEVELS MAY NEED TO BE ADJUSTED THROUGH SOIL NUTRIENT AS NEEDED To ACHIEVE THE EQVwE LEVELS ASSPECIFIED IN THE MATERIALS sEGTON ABOVE. TING AND LAWN AREAS ARE TO BE CULTIVATED TO n DEPTH OF SIX INCHES (AI ALL DEBRIS EXPOSE FROM EXCAVATION AND CULTIVATION SHALL BE DISPOSED OF IN ACCORDANCE WITH GENERAL WORK PROCEDURES SECTION ABOVE THE RUST AND SHALL BE TILLED INTO THE FAR FOUR INCHES IN LNG DIRECTIONS (QUANTITIES BASED ON n I,00D SQUARE FOOT AREA)_ 11 2C POUNDS GROW POWER' OR APPROVED EQUAL 12 20 POUNDS NITRO FORM IDOURSE)3804 ALILGHIP E THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR FROZEN CONDITIONS NG A. INSOFAR THAT IT IS FEASIBLE, PLANT MA4TIAL SHALL BE PULLED ON THE DAY OF DELIVERY IN THE EVENT RE THIS IS NOT POSSIBLE. LANDSCAPE CONTRACTOR SHALL PROTECT UNRELATED PLANT MATERIPL. A THAT WILL O BE REMAIN FOR AP PETERS SOLONGER EATER THREE DAY PERIOD AFTER E I ESTES PLANTS LNOTBEPLANTED FORS PERIODO f EN GREATER THAN THREE DAYS SHALL BE HEALEDwwgHs TORSbIL DR MULCH TO HELP PRESERVE ROOT MOLSNflE PLANTING OPERATIONS SHALL BE PERFORMED DURING PERIODS WITHIN THE PLANTING SEASON WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH ACCEPTED LOCAL PRACTICE LNTS SHALL NOT BE INSTALLED IN TORSO L THAT IS INA MUDDY OR FROZEN QUESTION TION O ANY INJURED ROOTS OR FRANCE ISS SHALL BE PRUNED TO MAKE CLEAN CUT BUDS PRIOR O TO PLANTING UTILIZING GLEAN SHARP TOOLS .ONLY INJURED OR AGREED BRAN C NN SERAIL BE REMOVED D. ALL PLANTING s AND NON - BIODEGRADABLE MATERIALS SHALL BE REMOVED F FROM ROOT BALLS DRUMPINGPLONTING NMI' URAL FIBER BURLAP MUST BE CUT FROM AROUND THE TRUNK OF THE TREE AND FOLDED DOWN AGAINST O LL PR ORTO BACEffILLNG POSITION PAYS AND LOVE INTENDED LOCATIONS ASPER THE PLANS AND SECURE THE APPROVAL OF THE LANDSCAPE ARGH17FCT PRIOR TO EXCAVATING PIS MAKING NECESSARY ADJUSTMENTS AS DIRECTED PRIOR TO THE OF ANY CERTIFICATE OF OCCUPANCY. THE PROPOSED LANDSCAPE AS SHOWN ON THE APPROVED LANDSCAPE PLAN, MUST BE INSTALLED, INSPECTED AND APPROVED BY THE APPROVING AGENCY THE APPROVING AGENCY S' ALL TAKE O ACCOUNT SEASONAL CONSIDERATIONS IN THIS REGARD AS FOLLOWS TAEPIRWHINOWTHEES SHRUBS VINES OR GROUND COVER SHALL OCCUR ONLY DURING THE FOLLOWING PLANTING SEASONS ' 1, 1 PLANTS Al E S TO DECEMBER AWN. MARCH 15 TO JUNE 150 SEPT . TO DECEMBER PLANTINGS REQUIRED FORA CERTIFICATE OF OCCUPANCY SHALL BE PROVIDED TURNS THE NEXT APPROPRIATE SEASON AT E MUNICIPAI -NS DISCRETION. CONTRACTOR SHOULD CONTACT APPROVING AGENCY FOR POTENTIAL SUBSTITUTIONS H. FURTHERMORE THE FOLLOWING l NEE VARIETIES ARE UNUSUALLY SUSCEPTIBLE To WIN HER oMAGE WITH TRANSPLANT SHOCK AND THE SEASONAL LACK OF NITROGEN AVAILABILITY THE RISK OF PLANT DEATH IS GREATLY INCREASED. IT IS NOT RECOMMENDED THAT THESE SPECIES BE PLAIN DURING THE FALL PLANTING SEASON ACRE PLATNTUS A ACERIFOLIA BETULA VARIETIES POPULOUS VARIETIES CARPINUS VARIETIES PRUNUS VAT STIES GOURMETS VARIETIES POLLS VARIETIES MELRETERA QUERCUS VARIETIES L OUDAMBER SNRACIFWA TILIA TOMENTOSA L IRIODENDRON TRUSTERS ZELKOVA VARIETIES PLANTING PITS SHALL BE DUG RATE I LEVEL BOTTOMS, WITH THE WIDTH TWICE THE DIAMETER OF ROOT BALL THE ROOT BALL SHALL REST ON UNDISTURBED GRADE EACH PLANT PIT SHALL BE BACKFILLED IN LAYERS WITH THE FOLLOWING PREPARED WIL mIxEDTLCROUGHLG -I PART PEAT MOSS PART COMPOSTED COW MANURE BYVOWME •S PARTS TONSOIL BY SCENE •21 GRASS WORIFORM' PLANTING TABLETS [OR APPROVED EQUAL) AS FOLLOWS. A) 2 TABLETS PER 1 GALLON PLANT 013 TABLETS PER 5 GALLON PLANT TABLETS R 15 GALLON PLANT 01 LARGER PLANTS 2TABLETS PER M' CALIPER OF TRUNK J PREPARED PHIL AROUND BALL OF PLANT HALF WAY AND INSERT PLANT TABLES. Y COMPLETE BY AND WATER K. ALL PLANTS SHALL BE SUMMED SO THAT THE FOR Or THE ROOT BALL, THE POINT AT WHICH THE ROOT FLARE BEGINS. IS SET AT GROUND LEVEL AND IN THE CENTER OF THE PIT NO SOIL IS TO BE PLACED DIRECTLY ON TOP OF THE ROOT BALL L ALL PROPOSED TREES DIRECTLY ADJACENT TO WALKWAYS OR DRIVEWAYS SHALL BE PRUNED AND MAINTAINED TO A MINIMUM BRANCHING HEIGHT OF T' FROM GRADE. M. GROUND COVER AREAS SHALL RELEASE AD LAYER OF HUMUS RAKED INTO THE TOP 1 O PREPARED SOIL PRIORTOPLANTING. ALL GROUND COVER AREAS SHALL BE WEEDED ADD TREATED WITH n PRE EMERGENT CHEUPALAS PER MANUFACTURER' S RECOMMENDATION. NO PLANT EXCEPT GROUND COVERS, GRASSES OR VINES, SHALL BE PLANTED LESS THAN TWO FEET SA FROM EXISTING STRUCTURES ANN SIDEWALKS. O All PLANTING AREAS AND PLANTING PITS SMALL BE MULCHED AS SPECIFIED HEREIN TO FILL THE ED BED ALLUORSAUCER NO MULCH IS TOTOUO THE TRUNK OF THE TREE OR SHRUB ALL PLANTING AHEAD SHALL BE WATERED IMMEDIATELY UPON INSTALLATION IN ACCORDANCE WITH THE WATERING SPECIFICATIONS AS LISTED HEREIN, MEN A ALL TRANSPLANTS SHALL B WITH INTACT ROOT BALLS CA CABLE OF SUSTAINING THE PWJT AN IF LINTS ARE TO BE STOCKPILED BEFORE REPLANTING THEY SHALL BE HEALED IN ALL MULCH OR SOIL. AIDEOWTELV WATERED AND PROTECTED FROM EXTREME HEAT, SUN AND WIND. G PLANTS SHALL NOT INS DUS FOR TXANSPLDUl BETAMEN APRIL 10 AND JUNE 30 . D. UPONREPLANTING. BACKFILL SOIL SHALL BE AMENDED WITH FEE THESE AND ROOT GROWTH HORMONE. E TRANSPLANTS SHALL BE GUARANTEED FOR THE LENGTH OF THE GUARANTEE PERIOD SPECIFIED HEREIN. ANTE DIE. SHRUBS AND TREES LESS THAN SIX Ni I DAN SHALL BE REPLACED IN AND TREES GREATER THAN SIX INCHES (6) DBH MAY BE REQUIRED TO BE REPLACED IN ACCORDANCE SUIT THE MUNICIPALLY S TREE REPLACEMENT GUIDELINES 11. WATER A. NEw PLANTINGS OR LAVES AREAS SHALL BE ADEQUATELY IRRIGATED BEGINNING IMMEDIATELY AFTER PLANTING NEATER SHALL BE AL APPLIED TO EACH THEE AND SHRUB IN SUCH MANNER AS LOTTO ATEDRB BACNFIG AND TO THE I NEE THAT LEA ALL UNTIL PLANTS IN THE PLANTING HOLE ARE TnOgouC+HLV SATURATE. WATERING SHALL CON 'I INUE MT LEAST UNTIL PLANTS ARE F.STABLISHE. B SITE OWNER SHALL PROVIDE WATER IF AVAILABLE ON SITE AT TIME OF PLANTING IF WATER IS NOT AVAILABLE ON SITE CONTRACTOR SHALL SUPPLY ALL NECESSARY WATER THE USE OF WATERING BAGS IS RECOMMENDED FOR ALL NEWLY PLANTED TREE, C. IF AN IRRIGATION SYSTEM HAS BEEN INSTALLED ON THE SITE, IT SHALL BE USED TO WATER PROPOSED PLANT HATEFUL BUT ANY FAILURE OF THE SYSTEM ODES NOT ELIMINATE THE CONTRACTORS RESPONSIBILITY OF MAINTAINING THE DESIRE MOISTURE LEVEL FOR VIGOROUS, HEALTHY GROWTIH GUARANTEE n THE LANDSCAPE CONTRACTOR SHALL wnRAMEEALL PLANTS FOR A PENCE)OF ONE IT YEAR FROM APPROVAL OFF LANDSCAPE INSTALLATION BY THE APPROVING AGENCY. CONTRACTOR SHALL SUPPLY THE OWNER WITH n MAINTENANCE BOND FOR TEN PERCENT HARD of THE VALUEOF THE LANDSCAPE INSrALwnoN WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND WHEN A FINAL INSPECTION HAS BEEN CGIMPLETED AND APPROVED BY THE OWNER OR AUTHORIZE REPRESENTATIVE. ANY DEAD OR DYING FLAM MATERIAL SHALL BE REPLACE FOR THE LENGTH OF THE GUARANTEE PERIOD. PLACEMENT OF PLANT MATERIAL SHALL BE CONDUCTED AT THE FIRST SUCCEEDING PLANTING SEASON. ANY DEBRIS SHALL BE DISPOSE OF OFFSlTE, SULFUR WASTE ION. C. TREES AND SHRUBS SHALL BE MAINTAINED BY ME CONTRACTOR DURING CONSTRUCTION AND THROUGHOUT THE 90 DAY MAINTENANCE PERIOD AS SPECIFIER HEREIN CULTIVATION , WEEDING. WATERING AND THE PREVENTATIVE TREATMENTS SHALL BE PERFDRMED IS NECESSARY TO KEEP PLANT MATERIAL IN GOOD CONDITION AND FREE OF INSECTS AND DISEASE. INNS SHALL BE MAINTAINED THROUGH WATERING, FERTILIZING WEEDING, MOWING, TRIMMING AND OTHER OPERATIONS SUCH AS NOTHING REGARDING AND REPLANTING AS REQUIRED TO ESTABLISH A SMOOTH, ACCEPTABLEIAWN, FREE OF ERODE OR BAREAREAS 13. CLEANUP A. UPON THE COMPLETION OF ALL LANDSCAPE INSTALLATION AND BEFORE THE FINAL ACCE TANCE THE CONTRACTOR SHALL REMOVE ALL UNUSED MATERIALS. EQUIPMENT AND DEBRIS FROM THESETE. ALLPAVE AREAS ARE TO BE CLEANS. B. THE SITE SMALL BE CLEANS AND LEFT NA NEAT AND ACCEPTABLE CONDITION AS APPROVE BY THE OWNER OR AN HUNDRED REPRESENTATIVE. SIR TWICE THE WELL OF THE ROOT BALL WHICHEVER IS GREATER PARTS TOPSOIL SUBGRADE nTING umESSNDIIRECTEDE TREE AT TO By PROJECT LANDSCAPE ARCTIC ECT FOLD BURLAP AWAY FROM TOP OF 3THICKLAYER OF DARK BROON DOUBLE SHREDDED HARDWOOD MULCH BEFORE PLANTING ADD U TO 4 OF WELL L COMPOSTED LEAVES OR RENDLED T WASTE TO PREPARED SOIL THAN ROOT BALL SEWED TI X TOP 113 O CROPS I ALI A IT FRONT SHALL BE GARBAGE c err, opt . " u,BA.- CDDR VfGTOLL SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE REFERENCE. ARCHITECTURAL GRAPHIC STANDARDS 19M ONE FIVE SUPPLEMENT EVERGREEN TREE PLANTING DETAIL THE ROOT BALL WHOTFO TISGREATER PREPARED SOIL FOR WEER 1 PART PEAT MOSS PA3 PARTS MANURE UNDIUBGRADE�� DIG DE SHALLOW HOLE- - WIDE CAMPED SIDES TAMP CALL APOLLO BASE OF ROOT BALL ONLY TREES WITH ONE MAIN LEADER SHALL BE URGUASED. DO NOT PRUNE TREE AT PLANTING UNLESS DIRECTED TO BY PROJECT LANDSCAPE SAGE HERAT FOLD BURLAP AWAY FROM TOP OF R001 BALL GET ROOT BALL FLASH TO GRADE OR SEVERAL HOLES HIGHER IN POORLY DRAINING SOILS 4" PHIL UP EARTH SAUCES Ka THICK ER OF DARK BROWN DOUBLE SHRWDE HARDWOOD MULCH OBEFORE PLANTING ADD 3 TO 4" F WELL COMPOSURE LEAVES OB RECYCLED YARD WASTE TO BED ND TILL IN 10 TOP E OF PREPARED SOIL, _ 16 DEEPER THAN ROOT BALL - GERMANS THE TOP Kn OF THE WIRE BASKET IF PRESENT ESHALL BE REMOVED THAN THE TREE BEFORE BADKFILLING. BURLAP SHALL BE FOLDED BAP: INTO PLANTING HOLE SET ROOT BALL ON F RIM PAD IN BOTTOM OF HOLE REFERENCE: ARCHITECTURAL GRAPHIC STANDARDS 9% CUMULATIVE SUPPLEMENT DECIIDUi� JS TREE PLANTING DETAIL PLANT SHALL BE TRANSPLANTED AT FEE CAME FOR CONTAINER GROWN GRADE AN IT GORE IN TKE EIRIPS USE FINGER OR NURSERY PEAT PRIOR TO SMALL HAND TOOLS TO FULL BALLING AND BURLAPPING THE ROOTS OUT OF THE OUTER PLANTING MIX CUT OR PULL APART ANY d LAYER Or POUTTING SOIL THEN RALLY THAT CIRCLE THE FISPAR ED S5 1 ITT C TO'W X= PERIMETER OF THE CONTAINER 3 PART MIXTURE A THICK LAYERO' DARK BROWN DOUBLE SHREDDED HARDWOOD P2 MULCH ROSEDALE RTINTDTOPS" OF PREPARE SOIL AND ALL THINE SHALL BE REMOVED FROM THE SHRUB BEFORE BACKFI W N0. BURLAP SHALL BE FOLDED BACK INTO PLANTING HOLE - REFERENGG ' ARCHITECTURAL GRAPHIC STANDARDS IRAN CUMULATIVE SUPPLEMENT DECIDUOUS AND EVERGREEN SIHRUB PLANTING DETAIL NOT TO SCALE I\A, R OHAlE2 OF '9G INTO 6' OF PI YOUNG MIXTURE, AS BFYJIRET 3 THICK LAYER OF DARK DROWN DOUBLE SHREDDER BARDwopD MINIMUM FIRM SOIL IN BOTTOM OF HOLE. BIND WITH NEW SOIL APTfAA1aG LOOPS AD ALEX HAD SEE L1NDY1PE BLAME FOR MACY _C SPACING, (o PROPOS DN CENTER CENTER cJ SPACING XX SEE LA NDAPE SCHEDULE DUIRED SPACING D D FOR RE D EXISTING SUgsOI PERENPANIIAL /GROITND COVER PLANTING DETAIL NOTE TREE STAKING TO BE [ AFTER 2 GROWING SEASONS o . D - ' D RE sw BE D ) ". C 0 PRINTING UGEiLAN.ZWWRENUSTASTO T B J1£BBDIHS DYPRJ.CTLnN08G8E GDOSIEKT. -T _.. r ROOT PART E%BT2NGGKVE EVEMLML ILL RE NPOORLY Tiheoi�UJSH D W.N NG51LD PREPARED PART FOR WEE' HEART PEAT M Gs. 3'THIBBLIYE 0 RPRKbgO'N:V PA3 RTCOW MANURE E - [CUG'-- SHBEOOEDH RC VDDD PARTS TOPSOIL 12, _ CURRENT FRMOISTALL W K 1 i0L _��FATAUOI 6A TM GALLON Pn0 IN SETTLED OF OF TREE PLANTING ON SLOPE DETAIIL Wlro ROLE SEEDING SPECIFICATIONS 1 MATERIAL 1I. SEED MIXTURE MUST BE COMPRISE OF THE FOLLOWING VARIETIES AND AT HE SPECSF- D COMPOSITION 1 HE 80% TURF TYPE TALL FESCUE SEED f 12 BWEGRASS SEED 1 13 VK- ANNUAL RYE GRASS SEE INSTALLATION ATES INNER 1.2 L SEED GEED SHOULD BE APPLIED ATA RATE OF LED /Ii0008F 122 LAME. AGRICULTURAL OR PELLETIZED LIME SHOULD BE APPLIED AT SPECIFIED RATE ACCORDING TO SOIL ANALYSIS OR 2,000 LEPER ACRE AS 9/1000 SC IF NO SOIL ANALYSIS IS PERFORMS. 1.2.3. COMMERCIAL GRACE I2- 20.12 SIT RUTH BE APPLIES AT E Or 25 PATE Or 250 D LOS PER PER ACHE LSH LBO ULD BEOSF1 12< _ RV LIME LIQUID OR SHOULD A NOTE LED ATATE O OF 25 GALLONS PER ACRE OR NEUTRS LIME DRY SUR EG PTA PATE OF BDLBS PER ACRE IN AREAS OF ACIDIC SOILS TO PERCHER GERMINATION AND INITIAL SI WHEAT ESTABLISHMENT 12E RATE O'. WHEAT, OATS 0BBELDO STRAW FRONT TALL MULCH LB THICK APPLIED RATE OF BO LBO PER 1,0006E DO NOT OP INSTALL MULCH SO THICK AT IT SOMPLETELY STRAW COVERS }HE GROUND. }ppBplL SHOULD BE VISIBLE THROUGH THE6TRAW LAYERS. 2 EXECUTION AND PREPARATION_ 2.1 IF SOIL ANALYSIS RE OULD BE PREFERRED TO ASSESS THE FERTILITY NEEDS AND PH OF THE INSTALLATION AREAS SHOULD BE PREPAREC TO AGRICULTURAL STANDARD REWMMBVDE BY THE EPAHSMENT OF AGR CULTURE W TH N THE STATE WHERE THE WORKS BEING PERFORMED. AGRICULTURAL LIME OR PELL TZS HIPME SHOULD BE ADDED DURING HE A GROUND PREPARATION STAGE AT TEE BATE RECOMMENDED ACCORDING TO SOL ANALYSIS 22 ALL WEEDS AND UNDESIRABLE PLANTS SHOULD BE REMOVED BEFORE PLANTINC BY METHOD OF SPRAYING OR TILLAGE ANON SELECTIVE HERBICIDE CAN BE SPRAYED ONE MONTH PRIOR TO PLANTING YO KILL ALL WEEDS AND UNDESIRABLE PLANTS THAT MAY COMPETE WITH THE NEW SEEUINGS. TILLAGE CAN BE PERFORMED AT FORCE WEEKS PRIOR TO PLANTING AND AGAIN SWEEPS AFTER THE INITIAL SILAGE THE TILLAGE PROCEDURE CAN BE ADVANTAGEOUS IF LARGE AMOUNTS OF ORGANIC BRIE ARE PRESENT ON THE INSTALLATION AREAS 23 REDS TO SEEDING, AREA I6 TO BE TOPSOLS, FINE GRADED. AND RAKED KRIS LARGER THAN 2" DIAMETER 24- AREAS TO ro BE PUNTED SHOULD BE ROLLED WELL A CHLTWnCKERTURF ROLLED DRSIMILAR DEVICE TO ARM THE SEEDBED. THIS PROCESS HELPS ACHIEJE THE DESIRED FIRMNESS. BOIL SHOULD BE FIRMED T035 %OF COMPLAGOON 4 TRAGAI LATIiON', 21 STRICTLY COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS S VCTIONS NO RECOMMENDATIONS. 32, EQUIPMENT USED TO SPREAD SEE I EVENLY HAVEBDFRCIE NTERNA CIrv}O FOLD AND AGITATE ES FA CYCLF OR DROP PATTERN VOROSEEDINGMAY ALBOBEPERFDRMED FULL THE FEED MAY RETSAPLIED AL. 31 DiDURE AN EVEN OVERAGEO IN ALTERNATING STING DIQUIDLI E TO ENSREFlNE DRY SHOULD GE CREEPER. 31 LIQUID LIME ACIDIC BALL LIME To DRY 6T THE SEED GERMINATION RAI AND AREAS WITS GROWTH DURING RING TH6TTHE SEED LIQUID Fl SHOULD SPREEQ ATN A RATE OF GROWTH"GA IONS PER ACRE R LIQUID LIME SHOUIL BE APPLIEOF AT PER ACRE GALLONS PER ACRE OR NEUTRALIME DRY ATq RATE 35 FERTILIZER SHOULD BE SPREAD EVENLY OVER THE SEEDED AREAS AT THE RECOMMENDED NOTE LINED BY THE INITIAL SOIL ANALYSIS. ROO BOIL ANALYSIS I8 AVAILABLE EVEfiLV APPLY 1220- 12STARTER FERTILIZER AT A RATE OF AFTER PER ACRE SBLBW1000 METALS FEET, . 36 . A ROLLED EROSION CONTROL PRODUCT CAN BE APPLE OVER THE TOP OF SSE IN STEEP SLOPE SITUATIONS TO HELP PREVENT SEE FROM WASHING AND REINFORCE VEGETATION PURSUE ESTABLISHMENT . (FOLLOW REC PRODUCT MANUFACTURER RECOMMENDATIONS,) 4 MAINTENANCE 4 1 FREQUENT LIGHT IRRIGATION WILL NEED TO BE APPLIED TO SEEDED AREAS IF NO NATURAL RAIN EVENTS HAVE OCCURRED REFUND 2 WEEKS OF SEEING. AFTER BEE GERMINATION HAS OCCURRED AND PLANTS ARE VISIBLE THE FREQUENCY OF IRRIGATION CAN BE GUT BALK WIFE 1 HEAVIER APPLICATION RATES. 42 REPAIR ALL SGS WEATHER ADD EROSION - W� F� z V O pqz k i FOE. DO All I SIT, II♦ aa IT IS oho REVISIONS IRS DATE COMMENT BY 1 a1514 REFRAINMENT COMMEMb SOL 6AR4 FOR APPROVAL ACT &1414 FOR APPROVAL 1NN110 PER COUNTY COMMEN 6 OR TOYOTA FOR APPROVAL 031aIF FOR APPROVAL 0ENCK FOR APPROVAL DREF 0 Ovl3HR FOR APPROVAL SET SN TEN 245FAA EPA I AN L2 TS APPROVED FOR CONSTRUCTION PROJECT NO: DRAWN BY, JLPAAC NIELSENBY_ DFUH DATE 11 26 TO BULL AS NOTED Narm PROJECT ROAD IMPROIQL A;IENT PLAN PAYS 5H STREET STATION ATION = BEFE CREEK PARKWAY 10G1'CAR OT BPJY. NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E N I NE E KING WARRENTON, F13tHne: Q DANIEL R. HINES LIG No. 043176 IS 05/13/15 LANDSCAPE DETAILS SHEET NUMBER. 10 T Z+ C REVISIONS IRS DATE COMMENT BY 1 a1514 REFRAINMENT COMMEMb SOL 6AR4 FOR APPROVAL ACT &1414 FOR APPROVAL 1NN110 PER COUNTY COMMEN 6 OR TOYOTA FOR APPROVAL 031aIF FOR APPROVAL 0ENCK FOR APPROVAL DREF 0 Ovl3HR FOR APPROVAL SET SN TEN 245FAA EPA I AN L2 TS APPROVED FOR CONSTRUCTION PROJECT NO: DRAWN BY, JLPAAC NIELSENBY_ DFUH DATE 11 26 TO BULL AS NOTED Narm PROJECT ROAD IMPROIQL A;IENT PLAN PAYS 5H STREET STATION ATION = BEFE CREEK PARKWAY 10G1'CAR OT BPJY. NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E N I NE E KING WARRENTON, F13tHne: Q DANIEL R. HINES LIG No. 043176 IS 05/13/15 LANDSCAPE DETAILS SHEET NUMBER. 10 AS z a — ST.I LOOP DE TT ,I, _. �_ W B1 F -' 870 PA nxs — - _ W �e a _ P OF rETVSUe 0 § _ Z PC F3YSIA3 'p]i0' -1' EM+ SO J0. 161 �50.W% ar 6 SCOEd DAE u0NJ0 TDB Pro IF ON GNTSI g IF IOJ A A @J COA 2x0 iA H NAT IOU N,., N..I _ _ _ _ AFPI 1 ni M .x0 AGGAS PE a PA _ BOP G Oal IA Rk,11 ce of REV DATE COMMENT o T L PRECOCITY nD -. - i - �p — — I roTEenrv.h T SNLIH OA MENiS DRH 9TN A &ES14 FOR APPROVAL DRH SR / 3 PROVAL 9IiH / � I i I ROOUNTV pRH � i MMENiS 5 JR BAPP VPL DRH M1 i e R APPLES . . BRIT EX. 7 AP VPL CRT 1IX ArII i 15E 6- @C II4TL T i s Rn 1606 ' WFAPPBOVPL ORH f � U I __ y.I AY ti i < � � I <W - - - F prop OR o- -. .. _ _ N 8 _ IL III 45L RVIRGINA MARYLAND an)DELEWn, all I Ai LANAI Al - 81 MD I GRGP APPROVEDPOR ( x2 1 ®,, 9R- % _ —_ CONSTRUCTION MST ROJECTONO.. J CBG CHEAPEN DO H / / IIIF lL - ATE. i 16 Mo �l.r i F - �.. _ _ �. Ifa SCALE AS CAD I D RD.ASC] PBmecT 1 I I ROM) IM13RO EA1ENT -- PLAN REPORT rcL.IU ( �— - JsL H STTOO REET B.N STATION - Im -Bi / - 420 �— }— NORTH OF 64 BETWEEN STHH OF 1-6 BETW EEN / 2a n �ux us.,rvJ OINTS1 SCOTNSWILLE MAG MAGISTERIAL ALBEMARLE COUNTY, VA I20 m - -_ I2c nA BOHLER a " ._ n �- _ _ m 28 BLACKW ELL PgRK LANE, SUITE 201 - _ an Ca I WARRENTON VIRGINIA 20186 Ph... '401 UP 4500 n (6AD 349 0321 _ 3 �� E .BOhlerEngmeering.com V T ( A. s° �C N'- g 8 = TH _ Al A, _31a _ O 'U DANIEL R. HINES Lic. No 043176 100.01 PS, 11 So 1160 1TCx 12,50 DAD 11,50 N 40 NIS 5A0 Lui 13 DO 16'S 9+q IP 00 16`C I1.0c 1cl ID+_J 2CPS 21 -00 ?2,60 22,9 121C FOOD 2160 05/15/15 0 246) 2450 (p AL PROPOSED STORRHI PRO PII,E _ (k3_IlO TO B-1) SHEETTITLE . SDUE 1=59 -6 w ONAL B APPEAL TIDc STORM PROFILES NOTES: sHEETNUMBER: PROPOSED SAFETY STABS SHALL BE CONSTRUCTED PER THE SPECIFICATIONS AND GUDELNES OF DDETAIL SL }� !,� II L\ 1 -1 OF THE VDOT ROAD AND BRIDGE STANDARDS .SEE SF�T I6C FOR DETAIL lllll1 JJ11 2 ALL INLETS SHALL HAVE INLET SHAPING. SEESHEETI6CFORDETAL 3.40 Y60 ,O1u INS 1100 ,NA 1124A 12 'A 1100 PROPO5E0 STOR1.1 PItOi'ILE - (F -5 I C1_III APSE 1 50 HORID TAI 133 5G 90 AN AS) Sao 350 so COMMENT BY 915/11 PER SCUFFS OMMEN3 I APPROVAL Tax / FOR VA DRH I60/ PER i COMf1 &;'ti DRH 1 SAO II TA DRH 6 65 14 ' 15 FOR APPROVAL DUN SR a PAY a a Ofi1& 11 FOR APPROVE L ox v w PHGY OW,DE I.. RE ( SPI 6M RoF aa.LV V FA wn. 6'a I a1. FX CkiOf aLp® / 52 OR o-, P� r i 1% I% BE ON 17 AkA 1500'- A le'CLl I NO Orn EA I R I IF ART r J .384. C0 C 14 FUEL / 2 se O T L cu PE USE IT BRI) e TI @P50% / m AT TEL, RL I m NOY. / v BE 9NB p RE OR A IT A I_ g / IF is IIR m BY (91 28 rd OF. SPARE / HE F -18 FEE ®1228N I I le _ _ c W @IGw� ANN F R1 I I JE 17 m A s al IT A IT Facln w IT sA = __ 4p �, 57-- 3.40 Y60 ,O1u INS 1100 ,NA 1124A 12 'A 1100 PROPO5E0 STOR1.1 PItOi'ILE - (F -5 I C1_III APSE 1 50 HORID TAI 133 5G 90 AN AS) Sao 350 UTAH 1010 , -.00 PROPOSED STORM PROFILE - (E -6'10 AGE .1-AS TORRENTS, _ AFTCAL so COMMENT BY 915/11 PER SCUFFS OMMEN3 I APPROVAL Tax / FOR VA DRH I60/ PER i COMf1 &;'ti DRH 1 SAO II FOR APPROVAL DRH 6 65 14 ' 15 FOR APPROVAL DUN SR a PAY a a Ofi1& 11 FOR APPROVE L ox v w RE UTAH 1010 , -.00 PROPOSED STORM PROFILE - (E -6'10 AGE .1-AS TORRENTS, _ AFTCAL 9150 UAL ,L.N '140 11,50 , &00 PROPOSED STORM PROFILE ' {G -h TO G =1) 5 CENAL TRALUr 990 900 .90 9]C AC N 3'0 TV P4 LL z I =A E A BE IT El a Is DO— II A TIRE EEC M w w O ] CE Z. z w ' R 1 6 - YAP EJ AT S 4 AIR dL A P RR), SIONS DATE COMMENT BY 915/11 PER SCUFFS OMMEN3 I APPROVAL DRH / FOR VA DRH I60/ PER i COMf1 &;'ti DRH 1 SAO II FOR APPROVAL DRH 6 65 14 ' 15 FOR APPROVAL DUN SR a BrM a Ofi1& 11 FOR APPROVE L ox v w / RoF aa.LV V 6'a a1. FX CkiOf / 52 OR o-, i 1% I% BE ON AkA 1500'- 18 CLAP R71 le'CLl I NO Orn I R IF ART PE e TI d A m AT TEL, RL m v p RE A IT A I_ g IF m BY 9150 UAL ,L.N '140 11,50 , &00 PROPOSED STORM PROFILE ' {G -h TO G =1) 5 CENAL TRALUr 990 900 .90 9]C AC N 3'0 TV P4 LL z I =A E A BE IT El a Is DO— II A TIRE EEC M w w O ] CE Z. z w ' R 1 6 - YAP EJ AT S 4 AIR dL A P RR), SIONS DATE COMMENT BY 915/11 PER SCUFFS OMMEN3 pHH APPROVAL DRH 4 FOR VA DRH I60/ PER i COMf1 &;'ti DRH 1 SAO II FOR APPROVAL DRH 6 65 14 ' 15 FOR APPROVAL DUN MAP 15 FOR APPROVAL Dl a Ofi1& 11 FOR APPROVE L PER n EAVA101HE JERB111 NET "A ORRE1 REACHING 13 AS OM Ila 1319j (r A Too 2a RE IRA 1 900 552 M011 UND I AN ?17 77P, RE I TED All APPROVED FOR CONSTRUCTION PROTECT ,P 01c CHAPTER RRE BY_ ORH DATE 11 RE 13 NOTED SCALE AS CAD I A RD POPE PROTECT: ROAD IMPROVEMENT PLrIEN ED) 511-1 STREET STENTION = BENT CREEK PARKWAY 1 OF A IOR, OF SITE NORTH OF 1 -64 BETWEEN Al STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA ID.N 10 A 1100 TWJ -.24C DROP Y vn LL x E N GI NE E I N G 38 BLACKWELL PARK LANE, SUITE 201 PI PROPOSED STORM PROT.F, - (G=6 O✓- -6 TO G,2) WARRENTON, VIRGINIA 20186 SldI -50 ONTAI Ph 5401849 4500 Fax /51015190321 s vim. xvr.8ODINrEnglneenng.com OLTH O OF U DANIEL R. NINES @ Lie. No 043176 K POD, 05/13115 0NR1. �6\ SIFETTITLE STORM PROFILES N01 HS: I. PROPOSED SAFETY SUSS SHALL BE CONSTRUCTED PER THE SPECIFICATIONS AND GUIDELINES DE EET RUBBER STANDARD CATCH AT 1 OF T SPOT ROAD AND BRIDGE STANDARDS SEE SHEET Ear FOR DEr 2. ALL INLETS SHALL HAVE INLET SHAPING. SEE SHEET 16C FOR DETAIL. A 111 F STORM COMIPUTAINIONS n/ ` €6 to 0 Fsi z W x` T F-� z O� n Sn z gip. �1 W y Sp 3 APPROVED FOR CONSTRUCTION V122111 DRAWN BY :o SCALE. 9 LD.: OJE ROAD IMPROVEMENT' PLAN OR �5TIl3 STRERT S±T�TA 1�1v�J1mW °per PARKWAY I OVA 1'IO V llF SCIE NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER HN GI NAE RI NG 08 BLACKWELL PARK LANE, SMITE 201 WARRENTON, VIRGINIA 20186 Pnono: MAPS) 3494500 FDA (540)3490321 www.BahlerEngineering.com po gATN //ow C1 DA�C�E; '.S Lie No. 0631]6 05113,15'. �AL FF SHEETTITLE STORM COMPUTATIONS 51 ALL From To Brain. Runoff CA Inlet Rainfall Q_ _ Iwert Ele¢ Length Slope DISK Flow Time g / Vlull Remarks a Capacity Velocity Point Point Area CoeX Incc £ Time Intensity her. £ Upper Lower I r £ ull 1 crest C IS) nl (n /nrl l Isl (cls) (X1 (R)fnl Icts) (]PS) ( n) (min) B 10 BB 042 0]5 082 0.32 600 6]0 216 L14 48fi 00 486 25 5]ad a]9% 15 0012 1536 856011 511 8 1251 P 9 B 0 166 095 0]5 10] 511 66] 500 I ]]6 48300 48252 5200 096% 18 0012 090 ]25 8 560 0 0 0 ] 00] 090 006 13 25 663 040 ]54 48242 48091 303]0 OvO% 18 0012 805 5]] 098 623 4 655 &] &6 - 138 629 698 fl28 48081 69905 959]2 050% 24 0012 1]33 661 lA5 ]29 2_ 5S2 BE &5 001 090 001 206 ]29 610 0 06 18]0 4]895 4]125 19381 3W% 24 0012 A8B8 1383 024 ]59 6 1559 0 5 0 4 008 090 CO] 221 ]53 609 042 14]2 a]O OC 45625 15069 ]BO% 24 0012 6862 16.95 015 ]68 8 2184_ B6 B 3 C05 090 005 231 ]60 600 030 1536 45600 66600 1514C 661% 24 0012 6315 1616 016 ].03 80 20.10 B -3 B -2 006 090 005 242 ]83 596 030 1606 64900 9350C 1229] ]32% 2a 0012 6698 P01 012 ]95 80 2116 B2 B-1 006 090 005 2.52 L95 090 16]0 43000 92200 BOP 1916Y 2a 0012 0916 2120 005 800 I5 2090 L'-]A 9 -] 0.31 605 026 026 1T4 1 7 405.00 489.00 993 tO.W% 15 0.01'2 2228 ID.4] 0.02 502 008 0.50 18.15 B -11 0 -2 0.05 0.90 0.05 005 500 6.70 036 034 433.50 63150 A0.00 5.00% 15 0.012 1569 5.13 013 5.13 002 040 12]9 812 B3 007 090 0.06 0.06 5.00 670 040 060 46] 00 446.60 6000 125% 15 0012 785 316 021 521 005 0.50 I 6.39 019 8 -4 006 0.90 0.05 0.05 6.00 670 034 036 46000 -BASES 6 3999 A'S °/ 15 0012 20]6 589 011 511 0.02 035 16.91 Bta B 5 0.09 0.90 0.08 LEE 5.00 6]0 0 50 p 54 4]9.00 4]3.60 60.01 1.00 % 15 0.012 ] 02 3.30 020 5.20 0.00 0.58 572 896 045 0.85 0.50 0.43 0.43 5.00 6]0 200 288 484.00 483.25 26.24 309% 15 0.012 12.33 8.08 005 5.05 0.23 0.80 1005 _ 095 B6 0.25 0.90 0.23 0.66 5.06 669 154 642 483.00 48125 60.05 4.37% 15 0.012 14.57 10.22 002 5.12 0.30 0.86 1195 Ca C3 - - - - - - 609 609 409.00 90060 10366 050% 18 0.012 BO] 4.99 035 _ 0.35 0]5 : lA9 657 Flow _from _Pond C9 G2 008 090 0.07 014 5.14 6.68 0.97 I 709 40825 60300 12815 aID% 10 0.012 23.10 11.10 010 533 Oa0 08fi 13 -0] _ G2 C -1 0.68 690 O.W 0.21 5.33 6.61 0.48 70.9 3]100 669 -00 30]5 8.50 ° / 18 0.012 29.09 14.86 0.04 537 026 086 16 46 C5 C3 9.OG 090 0.0] 0.07 500 6]0 0.47 047 62125 61350 9736 .5.81% 15 0.012 1691 5.53 014 5.14 003 '. O.hO 13]8 D -3 D2 OID _ O]5 005 005 SGO 670 0.36 0.34 411 75 910.75 103.91 0.59% _15 „10.013 4]6 2.24 -107- 3] _6.3] 0.07 0.58 3.88 0.2 D -1 020 0 -65 : 0.13 4]2 6.97 034 0.82 3150 40950 408]1 266.00 109% d0. 0.019 9294 8.48 0.95 6.02 8]s 0.0 0.2 1136 Ca0 1 4.54 459 5.00 670 30.42 30.92 41070 910 -00 16906 050% 30 0016 2908 6Y3 Aaa 664 105 1 114 5.92 D -la D -13 020 090 018 018 500 6]0 1.21 1.21 410,75 41025 5862 085% 15 0.013 59] 3]8 026 526 620 . 070 687 0 -13 D -12 0.05 0.65 0.55 073 526 663 365 _4.06 M11000 40B 00 195.10 138% 18 0.013 12.37 _ 647 037 5.63 0.39 092 ]00 D -12 D -1 0.20 0.55 0.11 0.99 563 653 072 625 400.00 906.25 1950 . 4.43% 10 0.013 2 217 1073 0.06 569 020 066 1 254 Ip15 D -12 011 O.BO 010 0.10.. 5.00 670 067 007 61158 411.00 52pp. 0.90% 15 0013 035 318 OZ] '52] 011 082 517 _E -3 G -2 - - - - 2]]8 2]]0 395.00 392.25 10469 _ 149% 24 0013 _969 1005 031 0.31 100 114 8.81 Flow from Vault E2 E1 29]8 302.01 580.00 109 -09 '258'% 29 0.019 3643 12 fig 014 014 076 1.08 11.50 F -5 F9 0.19. OAO 016 014 5.00. 670 0.94 0.94 39].]2 391.58 12346. 990 ° / 15 0.013 14,45 63P_ 032 5.32 0.0] OS4 11]8 Fa FS_ 019 090 � 0 1 215_ 582 6.61 1.12 16.99 99120 30540 4000 1A50% 10 0.019 4011 20.07 003 536 0.36 090 2270 F3 F -2 001 _. 090 001 216 _5.36 6.61 0.07 14.46 38515 30075 3420 120fi% 18 0.013 3]P_ 1975 003 5.39 0.38 092 21 37 F2 L1A 033 095 015 231 5.39 660 0.99 1545 37655 3fi650 0102 1226% 18 0.013 3691 1972 00] 546 C.42 096 2089 . F -1A F1 261 545 65e 15.95 565.25 9fiG.0011 15.00 1.e]% 10 oC13 last 770 0.03 5.49 116 T00 ]]0 F -6 P4 I 4.08 -745 189 184 5.00 6.70 12.33 12.33 40400 392 70 6765 16,70% 15 0.013 266]- 20]9 005 SSS 0.47 ' 0.96 2157 Ga G -3 020 OBO 016 0.16 5.00 670 1 0 ' 1.0] 3]6813 3]6.38 52.00 481% 15 0013 14.21 6.60 013 513 0.00 058 _ 11_S_8_ G3 G2r 0.05 0.90 005 11fi" .�.3& 8.61 0.33 ]I9 3]5:00 3]3.88 B].BO 150 % - JB 0:013 12.80 ]53 015 661 'c 0.60 1.03 ]s0 G2 G4A 0.09 050 0.08 1.55 581 6.54 052 10.34 : 373.35 388.60 28.60 16.911 10 0013 4631 - 1971 002 569 ..0.24 1 0.80 2461 G -lA 6� -1y 155 564 656 1094 36825 i 368.00 15 -00 i6]'% 18 0-016 13.61 843 -0-03 56] G6 G -5 0.3] 0.00 630 0.30 5.00 670 ?01 201 383.80 383.12 6000 15 0013 8.88 5s2 0.11 it 0.23 0.80 724 G5 G2 0.01 090 i 0.01 0.31 5.11 6.67 0 -07 208 382.80 6P50 19565 29b% 15 OOIa 10]4 6.64 0.60 6.81 0.19 075 0]5 40 G] 07 -3772 00.5 0 -66 0.63 5.00 6Z0 h92 462 -3T/2/ 57615 9185 1.22% 15 0 -013 ]1S 6-- l0 025 5.25 052 105 503 GZ G -3 0.39 0.85 0:29 0.95 525 6.63 192 639- .'37590 37525 -4600 tat% - 18 0013. 1251 ZOB 0.11 5.36 051 100 T:OB H4 H.3 0.20 0.85 0.1] OP 5.00 670 1.14 116 400.62 100.26 48.01 092% 15 0013 621 378 0.18 5.18 018 0]5 5.08 lPC H -2 O.V 0.90 0.15 0.92 510 665 100 2.16 400.00 397.00 190.00 L52'% 15'- 0013 799 540 0 -61 5.I9 02] 003 fi51 H2 11 -1 2.38 5]9 6.49 1594 3fi800 362.00 31.60 4.90iffi 26 0013 50.21 1405 0.10 5.08 032 008 1598 H -5 H2 4.5] 0.45 i 2.06 ?O6 500 6]0 1380 1380 39090 388.00 90.49 320% 24 0.013 60.50 1165 013 513 0.34 090 12.92 I -10 I -9 0.18 0.46 i 007 U 0 500 0 -]0 0 -47 04I 408.60 90625 19.46 1.88% 15 693 356 008 5.06 1005 450' 220 _ _I +l IB 0.29 090. 026 033 5.06' Gb0 1 7 2.21 606.00 405.50 59.50 0.84% 15 0013- 5.96 9.9] 13.22. 5.28 '037 0:92 489 Ie I] 023 0 sO:014 J 4 528 _65_3_ 0.93 3.14 60526 406.00 2213A 656% 18 0019 ].8A 9.1_2_ 090. 6.18 090 0.92 446 I -] _ I6 063 OBO 0.50 ?61 6.10 639 3.20 17.33 603.50 60200 268.0] 0.56% 24 0.013 I6W 6.16 0]2 6.90 1.02 114 5.60 W _ 13 -_7 - 261 650 6.20 - TERM 401 ]5 60125 10255 0.49 % 24 0.013 15.08 6.05 0.36 7.24 1.09 100 5.05 F5 li � 251 ]24 8.11 1139 _401.00 60025 12816 059% 30 0.013 3159 6.56 0.33 ].5] 0.55 102 fiA6 I -0 I -3 2.61 ]5] ' 6.03 iZ33 400.00 39300 1]54 1160% 30 1 0.013 130 A6 1362'i 0.02 7.53 012 065 2829 I -11 I -] 023 0.90 1 021 021 5.00 670 141 111 406 50 60425 900A 15 0.013 153A ]69 0.09 5.09 009 062 12.50 I -12 I -] an 695 1aa 1.43 ADO e33 9- 58 950 60500 40e.00 2245 taae% 1s 0.016 3e s0 1]sz 9.92 502 125 i�L;visx>vs COMMENT FER CppNTV GOMMENiR DRH FOR APPROVAL nRH 3 TO APPgOVAL v PER 'U vIMENT9 6 10 30 APPROVAL 6 03. R/16 PROV(LL ] 0 /'Ss FOR APPROVAL pHH Os/1 &16 APPROVAL 0.00 � zvs i�L;visx>vs COMMENT FER CppNTV GOMMENiR DRH FOR APPROVAL nRH 3 TO APPgOVAL v PER 'U vIMENT9 6 10 30 APPROVAL 6 03. R/16 PROV(LL ] 0 /'Ss FOR APPROVAL pHH Os/1 &16 APPROVAL OVERALL FLOW ANALYSIS ARCH CULVEKP ANALYSIS FOR PURPOSES OF ALYSIS, AN IRREGULAR CROSS SECTION WAS USED TO ACCURATELY NOBEL THE STREAM RUNNING THROUGH THE PROPOSED 26 ARCH CULVERT THIS WAS DONE SINCE THE ARCH CULVERT Is PROPOSED TO SPAN THE EXSTING STREAM, AND WILL ONLY BE RELEVANT IF THE SFORM EVENT OVERFLOWS THE BANKS OF THE EXISTING STREAM, THEN IT WILL BE ENCLOSED WITHIN THE PROPOSED CULVERT UNTIL FLOWING DOWNSTREAM THIS ANALYSIS ASSUMES A TOTAL DRAINAGE AREA OF ALSO ACRES PRISED OF SUBDIVISION LOTS AND UNDCTURD ED MODS. ALSO IT SHOULD BE KNOWN THAT 250 ACRES OF THE 260 TOTAL ACRE DRAINAGE AREA THAT GETS TO TI IF BANDAGED ARCH CULVERT, MUST FIRST PASS THROUGH TWIN &I BOX CULVERTS RUNNING UNDER INTERSTATE 64. THEREFORE IN TI IS IPOYR STORM, THE TWIN BOX CULVERTS WILL CONTROU THE FLOW BEFORE R GETS TO T.9E OPOSED26 ARCHCULVERT AN ADDITIONAL AREA CF C NACRES NORTH OF 164 COUP TUBULAR TO THE ARCH CULVERT DRAINAGE AREA AND WAS ADDED IN FOR ANALYSIS PURPOSES. 50D ART 125 IF 590 BY PER COUNTY COMMENTS Di r =n00 9D' APPROVAL Di FOR APPROVAL Di 4 10,01 14 PER COUNTY COURCENTS Di 1¢90.:14 FOR APPROVAL PER FOP APPROVAL DRH I LET 0325 15 FOR APPROVAL DRH 8 FRI FOR APPROVAL BRIT YL ARCH CULVEKP ANALYSIS FOR PURPOSES OF ALYSIS, AN IRREGULAR CROSS SECTION WAS USED TO ACCURATELY NOBEL THE STREAM RUNNING THROUGH THE PROPOSED 26 ARCH CULVERT THIS WAS DONE SINCE THE ARCH CULVERT Is PROPOSED TO SPAN THE EXSTING STREAM, AND WILL ONLY BE RELEVANT IF THE SFORM EVENT OVERFLOWS THE BANKS OF THE EXISTING STREAM, THEN IT WILL BE ENCLOSED WITHIN THE PROPOSED CULVERT UNTIL FLOWING DOWNSTREAM THIS ANALYSIS ASSUMES A TOTAL DRAINAGE AREA OF ALSO ACRES PRISED OF SUBDIVISION LOTS AND UNDCTURD ED MODS. ALSO IT SHOULD BE KNOWN THAT 250 ACRES OF THE 260 TOTAL ACRE DRAINAGE AREA THAT GETS TO TI IF BANDAGED ARCH CULVERT, MUST FIRST PASS THROUGH TWIN &I BOX CULVERTS RUNNING UNDER INTERSTATE 64. THEREFORE IN TI IS IPOYR STORM, THE TWIN BOX CULVERTS WILL CONTROU THE FLOW BEFORE R GETS TO T.9E OPOSED26 ARCHCULVERT AN ADDITIONAL AREA CF C NACRES NORTH OF 164 COUP TUBULAR TO THE ARCH CULVERT DRAINAGE AREA AND WAS ADDED IN FOR ANALYSIS PURPOSES. 50D ART 125 IF 590 BY PER COUNTY COMMENTS Di r =n00 9D' APPROVAL 1 CULVERT )ITIONAL ULVERT ADE AREA AC. IN 'ERTS X CULVERT GE AREA 0 AC. _RALL .VERT AREA C. TEO F.y zs, Wc 20RIE:E RIB IF IF GOT 1�1 W k t� F� z g 0 Be M " !�1 W z i€ R ELL IT LA 0 W �e a FFETUTO DS HER DATE OMnIENT BY PER COUNTY COMMENTS Di APPROVAL Di FOR APPROVAL Di 4 10,01 14 PER COUNTY COURCENTS Di 1¢90.:14 FOR APPROVAL PER FOP APPROVAL DRH 0325 15 FOR APPROVAL DRH 8 FRI FOR APPROVAL BRIT APPROVED FOR CONSTRUCTION PROJECT NO 122001 JLP:COX CHECKEBY, lCi SCALE; AS NOTED cnD 1.0.: ROAD IMPROVEMENT PLAN ore STIR STREET STATION _ BENT CREEK 13ARKWAY LOCATION OPSPrs NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER E N GI N x 9 RI N BLACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 00186 Phone= (540) 5494500 DANIEL R. HINES LIR. No 043176 N 05/13/15 ARCH CULVERT COMP17TA1 I'ONQ GHEETNUM6ER: 11K ConcrtAndreas Con Woradni Sir Irregular Cbnnol Car Mpunruj�aalnodadt C TO CAP Are, 242, Cr eager Pal 01 CRT III I I Ran Forgent "°r EVI Hill-[ or A MAY 01 plural door Ing, ?a ft It CAP P11111, I Coular (handed 940 UP, CeSt INCH DAN it Call Par LEON Call 1 21 par �Aperncrn Pat -"I E Cw FOR, Charged Pretty OR or 3 ff" top I TV, (all Carol 0 CAREFUL it Rmad, Ell 91 door 02 Ell Lend. 309 OP IT to ran 00 - Fri Humar I Do 372 do 22 to r or DID 02' Chat IF Code OR4 -Om 0 PF Ad 00 000 1 j, 00 a 022 1 51 g dj Rod PC stall, ft Eeverial (in ant added End polar All 11 CA OU a 550 to 00 NO So A too Me 00 5 0 21 0 KID Ad 1 all C5 A COOK Ed 5E Ad In 21 00 I OF FE It OF PC On 373 So 3 10 ad Ad 26 OR D,chaw E27 74 Ago 2601 3000] 11 Y C7 2 SO a C CA Ed D"I CUP OF 06 Ed 9 20 SAW PC adel 1, unagar to CE it 17 P add ED ,Pdadh 1195 it In SO -5 it IF 01 CK 00 A Up Ed B 'adal Tell EG 10 it PC AN oll E ad PC A 4 So C ry„Hold BUT kDrund(nagni 0 So anc CECCO C37 21 B ERIC NFL AfakYropex, VAN, AN 7 it 24 51 PC Cap 2 5' 26 M 313 Do to An Pop- 17 ON it Unagod, 127 74 UP Carl 3 71 It PoStal Per in JULD 16 It -add gap- 0 ACRES 111 Vacant 11 CA No Water ALI El .. in n CRT do ft Clear Nal 1 25 Canada coar UP, El it Oho lead 1 26 q T R Fri Nortan -2 Car Mpunruj�aalnodadt C TO CAP Are, 242, Cr eager Pal 01 CRT III I I Ran Forgent "°r WISH 2 on It plural door Ing, ?a ft It CAP P11111, I Coular (handed 940 UP, CeSt INCH DAN it Call Par LEON Call 1 21 par �Aperncrn Pat Code Yr Call :1111A, Pretty OR or 3 ff" top I TV, (all Carol 0 CAREFUL it Rmad, Ell 91 door 02 Ell Lend. 309 OP IT to ran 00 - Fri Humar I Do 372 do 22 to Pa 01 02' Phil None 01Y.- et 0 PF Ad 00 000 1 j, 00 a 022 1 51 g dj Rod PC Enron NO l I , R SIR Sal End SIARI Poll 11 CA OU a 550 to 00 NO So A too Me 00 5 0 21 0 KID Ad 1 all C5 A COOK Ed 5E Ad In 21 00 Ed 51 37310 It OF PC On 373 So 310 FBI on 26 OR D,chaw E27 74 Ago 2601 3000] 11 Y C7 2 SO a C CA Ed D"I CUP OF 06 Ed 9 20 SAW PC adel 1, unagar to CE it I AS SEA or ,Pdadh 1195 it In SO -5 it IF 01 CK 00 1 A PC NO PC 'adal Tell EG 10 it 2D PC al IF E ad PC A 4 So C ry„Hold BUT kDrund(nagni 0 So anc CECCO C37 21 B ERIC NFL AfakYropex, VAN, AN 7 it 24 51 PC Cap 2 5' 26 M 313 Do to An Pop- 17 ON it 26 '1 ago 03 Carl 3 71 It Car Mpunruj�aalnodadt C TO CAP Are, 242, Cr eager Pal 01 CRT III I I Ran Forgent "°r WISH 2 on It plural door Ing, ?a ft It AND, To Sri I ACIDIC 940 UP, CeSt INCH DAN it Call Par LEON Call 1 21 par �Aperncrn Pat Eloldan aUPe .n,�lo° Cull 111 Pro Voweahl for orrogular Channel �or Covert Anoflyd' .1000 eplDVV. 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POE ',.,. ARCN CULVERT i,,.I mra c EO TILIN CYPC z xs E_ay: SPA' .� .. Y a ni — — ` qaw I CULVERT SECTION B —B 6 oalzo9TAL 1 Uo °VixRw 10.50 .. PROW ARCH 6ULVERT I WM IISE a D fX GflF� OHW 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. 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POE ',.,. ARCN CULVERT i,,.I mra c EO TILIN CYPC z xs E_ay: SPA' .� .. Y a ni — — ` qaw I CULVERT SECTION B —B 6 oalzo9TAL 1 Uo °VixRw 10.50 .. PROW ARCH 6ULVERT I WM IISE a D fX GflF� OHW 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L On ClImInE.Call 0 025 Fire Add, El f- OPLEJ Prinnear 2' 1, ApoOd, To A, it wan art, ANY OUSENI Oked, 1309 TV, OPEC, Cul 310 go ft AN 380 3ro Ang DATUM ELe 365,00 CS 355 DATUM EL6 355.00 10-W SRI CULVERT SECTION A-A KATER IF VER9TlcAL �,,.. POE ',.,. ARCN CULVERT i,,.I mra c EO TILIN CYPC z xs E_ay: SPA' .� .. Y a ni — — ` qaw I CULVERT SECTION B —B 6 oalzo9TAL 1 Uo °VixRw 10.50 .. PROW ARCH 6ULVERT I WM IISE a D fX GflF� OHW 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L AN 380 3ro Ang DATUM ELe 365,00 CS 355 DATUM EL6 355.00 10-W SRI CULVERT SECTION A-A KATER IF VER9TlcAL �,,.. POE ',.,. ARCN CULVERT i,,.I mra c EO TILIN CYPC z xs E_ay: SPA' .� .. Y a ni — — ` qaw I CULVERT SECTION B —B 6 oalzo9TAL 1 Uo °VixRw 10.50 .. PROW ARCH 6ULVERT I WM IISE a D fX GflF� OHW 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L CULVERT SECTION B —B 6 oalzo9TAL 1 Uo °VixRw 10.50 .. PROW ARCH 6ULVERT I WM IISE a D fX GflF� OHW 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L 1W66 W CULVERT SECTION C -C m COA 1`10 HORIIONTAL O Sao ISO MA 3ro 36) u, I PC S wz .... ff� Ra L3 4^ IT A F=i z do 0 ~ v Pq W z -_ PC IT PC ad all g RH'VISIONS REV DATE COMMENT OF s16nn 6 ry DEC L CRT APPROVAL DRH iNOVIJ CO MENTS MEN6 DRH 101 90.11 FOR APPROVAL DRH 6 all 2 15 FOR APPROVAL PROVA DRH roanTPRavAL APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L APPROVED FOR CONSTRUCTION Pawmrn 1 No V220( DRAWN JLPCBry 3W CHECKED BY pJ DATE 6 SCALE: AS NOTED CAD ID_ P0] PROJECT ROAD 365 IMPROVEMENT PLAN k(lR 376 5TH STREET STATION ATION — B ll CREEK PARKWal Y Ced IDCaI'ION OF51'SL NORTH OFI- 64BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L ad To 5 0 20 6mo1 — —� BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L BOHLER B N 0 N88 HI NC IN BLACKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20196 Phone'. 1500190.9-0500 DANIEL R. HINES HE No 043176 'A 05113/15 _. ARCIEI l9J1 Y ERT CROSS SECTIONS SHEET NUMBER. I I L PAR 4660 450 46 P Pw.;,wAE- I fAAYI OR - - r d� 0 HE p Q� PROP SO A PAR 7 (SEE 6[OiE9HXIGL 52 DIP D RFAORTI 1yY- f P- 9 � III Ihd � I w p W PA E R0 SP 0 O � GI TI IR C IS { II' ' I C 4 'w__.. _ _ _... -_._ __ CA VIA 10.50 RHO 1150 12.W 12YABAD ,TVJ 1400 ',4+50 SIR 1NA 16.06 OHO 1 /40 i]vtl HOC 18152 19A0 IE✓E MCA ARDS ELIO 215 NZOPOSIi➢ WATERLINE B P12OFI LE SCALE I`- 50'110 —_— 5 VORI �6T„ NOTE: 1. ALL FILINGS AND HYDRANTS SHALL BE RESTRAINED IN FILL AREAS. AY OF W z -1 $A M 0 €6 as >: A e F+i w 'a zyo zo FBI z LJ �w L n a �e APPROVED FOR CONSTRUCTION PROJECT V122001 Dwvm 5 Bv_ CHECKED BY. CAN DATE AS N07 ED PROJECT: ROAD IMPROV1EMOENT PLAN —AFOR ST1H[ STREET STATION — ]BENT C RPEK PARKWAY 1E)C]TIOTOV Cl 'I'F NORTH OF 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVTLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER B N G I N 888I N BLACKWELL PARK LANE, SUITI WARRENTON, VIRGINIA 30186 Phony CHOI 494500 DANIEL R. HINES Fla. No 043176 05/13/15 WATERLINE PROFILES SHEETNUMBEH: 12B REV DATE COMPEER SV " COMMENTS EST 2 622114 FOR APPROVAL PER FOR APPROVAL PER 4 1001114 PER COUNTY CO TS PER 1 CNER 14 FOR APPROVAL PER O ROYAL PRO W 65 OVAL 8 05,12 is FOR APPROVAL JET APPROVED FOR CONSTRUCTION PROJECT V122001 Dwvm 5 Bv_ CHECKED BY. CAN DATE AS N07 ED PROJECT: ROAD IMPROV1EMOENT PLAN —AFOR ST1H[ STREET STATION — ]BENT C RPEK PARKWAY 1E)C]TIOTOV Cl 'I'F NORTH OF 64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVTLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER B N G I N 888I N BLACKWELL PARK LANE, SUITI WARRENTON, VIRGINIA 30186 Phony CHOI 494500 DANIEL R. HINES Fla. No 043176 05/13/15 WATERLINE PROFILES SHEETNUMBEH: 12B 'N+% 21TA 21.50 22.99 42WJ 28Hf0 21.99 2HC 241A 25n9 1 5,50 26 DO AYER 949 27,59 AO DD 4050 2900 95190 ILDC ORAN 0140 PROPOSI31T W U ERLINE B PiTOb'llJi SOF I NO'HORIZON RAL 1 5'VERLCA- NOTE: TALL FRTING6MD HYDRANTBSHALL RE RESTRAINED IN FILL AREAS. GO TO DO 4'0 400 390 zF a a A a h+1 z a; _ _ Q z ..... VI C z ap b REVISIONS REV DATE mA I+IENT BY a15 TO PER COUNTY COMMENTS DROP AND To FOR APPROVAL �9P AIR TH FOR APPROVAL ioR 1aoln4 P R COUNTY OMMENTS ADD EASY FOR ROSA FOR AFECOVAL 13 15 TO AT DECOY THE NO I HNNG MATES EEQHIIHE DELI Ty F�AAVATOAS REST, HE CH ANY AYAMH PREPARE To APPROVED FOR CONSTRUCTION PROJECT No.: V12201 �l DI BY JLP/CPC CHECKED BY: AD DATE 112& V SCALE, AS NOTED RAN I.D.: POR PROJECT, ROAD IMPROVEMENT PLAN PER 5TH STREET STATION BENT CREEK PARKWAY LOCdTIOH OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER EN GI N E E R N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 Phone: (540) 3494500 ON, I54m 3449321 DANIEL R. HINES Lic, N0.0431 76 0. 05/13/15 $ Y ATIDI LINE PROFILES SHEETNUMBER: 122 ]9'RIN _ 18 BIKE WVE 1XITTURN TAKE TRAVEL ONE TRAVEL LANE BIKE LANE yryy 25 4WIARP 12 WIDTH 12'WIDTN 12WIBTH d'WIDTF 2u 8' 6 1' lb LLD k HE BLDPE I / PROP. ,I TREE S�GUA oPAIL POINT OF PROP 209% RA 810 2 ENAUC ARABLE —__ - -- - -- _ _ iuxE _ -200°A —_ 209°', __ iT .wrL i —31 4 "BNP25 X0 �oieirnmc ��. SURFACE BASE BASE 1221A OF SURGES DE SUBBASE ROAD NOTES: L SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3x29/13 (PROJECT # 28'.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL TONS ARE AVAILABLE ON COMPACTED SUB BASE. TYPICAL-, SECTIfl1'+: (10 +09.00 TO 11 +17,75) (20 +69,22 TO 22+-0].95) {26 +20,95 TO 29+96.33) (29 +96.43 TO 32 +43.86) (33 +13.76 TO 35 +09.81) NOT TOSCALE VARIABLE WILL OR 18 BIKE LANE LEFT TURN NNE TRAVEL NNE TRAVEL LANE BIKEIANE RIGHTTURN SW z5'. 4'w.Om VARIASLEMDTH 17SIDTn — IS SEI IF 4'WI D 11 TnPER /VWE 125 fi 6' 1' a -12 160 OR _ 0 12 VARIABLE — mn P PF SELL 1 PROP. STREET PROP. TREE Ilk GUA DRNIL RADE F PROP __ _ __ emewALx rE 208, == — E _�La% __ — - ��a� 4 _— x-3.1 SURFACE BASE BASE NOTES: T SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GE AI ECHNICAL ANALYSIS. DATED 329/13 (PROJECT # 28 1552)). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB BASE TYP'I'CAL, SECTION (19 +34.91)'1'0 20 +10,49) (24 +37.67'10 26 +20,93) (29 +0635 TO 29 +96.43) (32 +43.86'7 0 33 +13.76) NOT TO SCALE 79 FAR REV VAWABLENIDTHFRCM18TO30 BIKELANE WGHTTUWJUNE TRAVEL VANE TRAVEL NNE BIKE V.NE Syy 4'WIDTH VARABLEWIDTH 12 Al OTH 12'AIDTH d'NIDTH 26 0' 6 a -12 VARIABLE IMDT OFF 2 FROM ' _ FOR APPROVAL NMLL FOR APPROVAL 1 SLOPE /! PROP SvLylyiy PROP. 11rf1`M' STREET TREE GUARDRAIL POINT OF PROP. 208$ GRACE 208 310PNALK i HAUL I up — 208% VARIABLE I 20 3'1 i � C ED IP41 "IN190A� Q 00.6 SO0'A 2 — COMPAP SURFACE BASE 4 01 2 12'21A OF STRABATED BASE SUBGRFOE CLI U04 SUBBASE ROAD 0513/16 NOTES: DRII 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER (PGOTECHNICAL REPORT PREPARED BY ENS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 129,13 OROJECT #20:1552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CH'S ARE AVAILABLEON COMPACTED SUB -BASE. TYPICAL SECTION (i1 +17.96 TO 12 +33.15) (18+50,62 FPO 19 +34.90) (29 +1Q49 TO 20 +61.22) (22+91.OS -1.0 23 +81.18) 135 +00.81 TO 36+86.75) FOLIO SCALE 79 FAA _ VARVINGWOTH FROM 20 TO 30 FIRE LANE TRAVEL LANE TRAVELUWE BIKE LANE SNV VARYING WIDTH FROM i' LOU 21 4'WIDTH 12 BIRTH — lzwlorn "- _ owlorn zs e' s 1 SLOPE V PROP. STREET TREE PROP. CW(NRNL OF LE PROP. I c 208-1 a s9B ___ —_ - -_ - 9B wy sIOENAUc – s'.1 31 1 T I r TRH G 5 L5 SM 95A T IMI9JIA PL SURFACE BAS F,4 BM]a� COMPACTED OF Dd BASE 12'21 -A SUBGRADE SUBBASE ROAD NOTES: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS. ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3x29'13 (PROJECT # 281552). FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB -BASE. TYPICAL SECTION (12+11,93'1'0 18+85,30) (23 +80.66 TO 24+37,167) 136 +86,077 10 414 +21,93) NOT TO SCALE P4 z 2 . � oz �r 1uR T� 5 pp u a 0 HE o § z b REV S10S5 REV DATE COMIdENT BY 5115 14 PER COUNTY COMMENTS DRH 2 623 14 _ FOR APPROVAL NMLL FOR APPROVAL DRH HALT PERCOUMY CONAMENIA DRII 10 SO FOR APPROVAI, DRH 6 APIA 15 FUR APPROVAL EST — 0325/15 FUR APPROVAL DRH 0513/16 FOR APPROVAL DRII APPROVEDROR CONSTRUCTION CHECKED BY nePAT DATE JOE 13 SCALE'. AS NOTED ROAD IMIPROVEMlENT PLAN on 5TH STREET I2EET STATION BENT CREEK PARKWAY LOCATION OF SITE NORTH OF 1-64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER %N G1 N E R R I N 0 BI ACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 20186 Ph... (540) &I DANIEL R. HINES HA, NV0431 76 N- 05/13/15 TYPICAL ROAD SECTIONS SHEET NUMBER 13 A VARYING WIDTH RJR FROM 79 TO 91' WITH RIGHT TURN LANE 20 BIKE LANE TRAVEL LANE 25 4'WIUTH IS WIDTH L 61 GUARDRAIL .RAre 2.35x_____ RRABLE HOW BID DINT OF GRADE OF SUBGRADE ROAD 1SOTI 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECFINICAL REPORT PREPARE D BY FOR ENTITLED SUBSURFACE EXPLORATION AND GEOTERON PAR ANALYSIS, DATED 329 /13(PROJECT M 28- .1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CBR'S ARE AVAILABLE ON COMPACTED SUB BASE TYPICAL, SECTION (44 +21.83'F0 43 +24.59) NOT TO SCALE VARYING WIDTH R/W FROM 79' T091' WITH RIGHTTURN IIFNE STREET TREE SIDEWALK RAVEL WIDTH RIG12 WIDTH BIKEIANE S3 11' RI N 25' 4'WIDTH 12 WIDTH 2 WIDTH 12 WIDTH 4'WIoTH 255 5 5 ACLxRZQNE 1' SUBBASE ROAD N'OT'ES: 1. SECTION SHOWN IS BASED ON AN ANTICIPATED CBR OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS. ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS. DATED 329'13(PROJECT #20:1552). FINAL DESIGN TO BE PHOVIDED ONCE FINAL CDR'S ARE AVAII -ABLE ON COMPACTED SUB BASE TYPICAL SECTION (45 +24.59 TO 50 +]3.28) NOT TO SCALE VicAraa Department of Tl'alsspm'nnou P' or Design Guide (Revised 2009) Appendix IV III PIRIMI 1 A VAIIINDIRASt f N S1IbdiIi1uI1SEqs dO US, . Ih Goat Allardice, S C ALBEMARLE COUNTY Date '.5/15114 SUbolUITCA N/A S N ur BENT CREEK PARKWAY Design E gi DANIEL HINES PRIDE 540-3494500 AADT P ^J -IS - CDRO e c A ( n . fl d 1r a 1 f IT I CBR CII .. NICTRA, IlKa d 11t1d u 1 'Next 1d IF th, Pevn is e le DNR I DOT SU, r Cn umd,gr.r EPT ER✓t'NSM Pmrvllum mlr' HCV Numb H IV h I DULS,111tollot 1 2 1- Ifi dn.'aJ. ONCE Pv F fM1 I AND, aml ... ATIH y( Rhi BE Re ,J11111) M1 r'c.vL A a1 xths',,Fwd lo'ryF S)\ 21 Ip "I" At hOld' (oSV tlirIRP1 0r 11dIXi of PmpoSW PUVenuwdmyA rnm POled US OR A011111n,raal TRA111enr 1XII -I Mound NOTE: FLEXIBLE PAVEMENT DESIGN ABOVE IS BASED ON ASSUMED CUP VALUE OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3 /2B /13 (PROJECT #20'. 1552), FINAL DESIGN TO BE PREPARED ONCE FINAL CARE S ARE AVAILABLE ON COMPACTED SUB -BASE. GUARDRAII. WARRANlI': AS DESCRIBED APPENDIx AOPTNEVOO AD DESIGN MANUAL SECTION A. 3C GUARDRAILS ARE WARRANTED WHEN SLOPES Si AND STEEPER AN WELL AS FILLS GREATER THAN 75 ARE PRESENT WITHIN THE CLEAR ZONE ALONG BENT CREEK PARKWAY. AS SUCH NONPROFIT HAS BEEN USED IN CONJUNCTION WITH AM 7SABA ALONG THE LEFT BICEOF BENT CREEK PARKWAY SO THAT THE FACE OF IN' RAIL SALIGNED WITH THE FACE AT THE CURB TO PROTECT FROM THE HALIRDOUS SLOPES La z = w 3 A BE - z ' WT z EB O z I � ON AS C Z 1 e5 IS IF n m J $( RFSISI01V5 REV DATE COMMENT }` '2 %Rh DetrrnvacD S1EQ3 D f n2 ResUO I " ,/ y T (xSmpH yu,M, 2 111 __ d�q, RE OndSEW ALTO M AADT 8900 1001 14 FIRM Iv No CBa_ R �n<<ARMS (ITT')._. ASSUMED DOF 5 10'3')/14 'AUDI - SO I HCV /AIMED) 5% 6 2 _5 Table l 1 0 APPROVAL DISH OR APR He MT 29 IICV N For 3 A 1P11 �OMF'Ipeoved RPS5 NAME A,, &I(A ..PANT ETAA)1 .S - IN tii� Design AGENT 8990 CRRn x RF - p ) OroARM,, fA TaSBIT SI BBB T 10 / 33S g,3 P 4� BOIBasic AT,Gk OBSTARN � .d rhory 6^'alle 11 desgnRO "F .ru IVT,A S"adA (A)Lnn'adm Fall yn AADT 400 -s nn..� .. e. NO ST a 1 11 d k - FIN D 'Cl Guide DR— 220 wh m rotot � .uoa rm A I I r...xlU i.w I � Iw. ,[u1 Fill, A¢P'ull D scripfiaa ofPrelptseA Pavement Sconmi NUNDMI TQJHPSG Leh I R pxl0 SwHDe SM -BOA 15' 228 3375 IM -19.OA 2 45 Base BM -250A 4 228 9D SubMee AGGREGATE (21 -B) 12' 0.60 72 DA. oust equal of uae-0 the value of Dm De= AIR xh)= 2408 NOTE: FLEXIBLE PAVEMENT DESIGN ABOVE IS BASED ON ASSUMED CUP VALUE OF 5 PER GEOTECHNICAL REPORT PREPARED BY ECS, ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNICAL ANALYSIS, DATED 3 /2B /13 (PROJECT #20'. 1552), FINAL DESIGN TO BE PREPARED ONCE FINAL CARE S ARE AVAILABLE ON COMPACTED SUB -BASE. GUARDRAII. WARRANlI': AS DESCRIBED APPENDIx AOPTNEVOO AD DESIGN MANUAL SECTION A. 3C GUARDRAILS ARE WARRANTED WHEN SLOPES Si AND STEEPER AN WELL AS FILLS GREATER THAN 75 ARE PRESENT WITHIN THE CLEAR ZONE ALONG BENT CREEK PARKWAY. AS SUCH NONPROFIT HAS BEEN USED IN CONJUNCTION WITH AM 7SABA ALONG THE LEFT BICEOF BENT CREEK PARKWAY SO THAT THE FACE OF IN' RAIL SALIGNED WITH THE FACE AT THE CURB TO PROTECT FROM THE HALIRDOUS SLOPES La z = w 3 A BE - z ' WT z EB O z I � ON AS C Z 1 e5 IS IF n m J $( RFSISI01V5 REV DATE COMMENT BY PEa cOUrviv COMMENTS DWr 2 111 __ FOR APPROVAL ALTO FOR APPROVAL DCUH 1001 14 PER COUNTY ANDSOCEN ANSI S DOF 5 10'3')/14 FOR APPROVAL DAN 6 03 12115 FOR APPROVAL DAN APPROVAL DISH OR APR He Poll, THE EARTH 6 UAFESE PLAN HE IN TIC 'III- IN VINE CIA MARA LAND, AND �1 ANSI= 811 j AP I AN AS S18j I 1 8, Sit TAX APPROVED FOR CONSTRUCTION FROJEC7 Na.. V121011 DRAWN BY D ATE R BY H D NOTED GA SCALE AS NOTED sw ROAD IMPROVEMENT PLAN OR 15TH STREET STATION - ]BEeSTT CREED PARKWAY LOtill]OA OF BTTE NORTH OF 164 BETWEEN GTH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E N I 86 Y T N BLACKWELL PARK LANE, SUITI WARRENTON, VIRGINIA 28186 Phone'. 154613494500 Fax AGO 349W21 DANIEL R. HINES Lie. No 043176 K 0S/13/16 TYPICAL ROAD SE("QIONT S 13B mol tilde NOT P si ns III, an TKIRST _ ` O,.n odne�wxG Andi NANDMIL OR FENCE POST ON TOP OF WALL MESA09 RETAINING WALL SYSTEMS. lil Iii I � 1 S" ii i I till I II L. Ili MESA STANDARD UNIT NOT TO SCALE Step t: PRECONSTRU TION PIREPARS1 RON Pilo in OR Front OF All all a ln� D,, di feet d.;rax/,mnn:e, .'Rea,w ml to FOR re MESA COM40NENTE, E 14111 6L .L er M I FIT Unit f.g111Af *E E, al It oillYbIp 5U60ESTEO TOOLS FOR INSTALLATION .E emu A tc.e fit It, III, e IPA pp nd . d . n.e CI 'IF el IF I Linda AT Step on PREPARE THE IEVEI.INOPAD Step 3: xsrau THE PASS COURSE RATIO e w nF 1115 Linda ILLF the Le Of 'E"FLANNAAronal"p,rT [I, F,D b.R ee ao ondo ININE, the mi ani or FLY Sin 1 UA� no al An the VIIIIIIIIIS he I d1Q:(rA TO L T n1.onl nm idali.,e. F aml Or ,mm rcsal VAR) If enso men 'ASI IFIFFICAL ROS0 ECTION IMESAY RETAINING WALL SYSTEMS ,v Tensar.._.x:..e _.�- .«�.. Seep<�e; : Step PCACE6EO6R10 0A III MESA® RETAINING WALL SYSTEMS III 4 f I 6 I' III A21 b Pearson SecdepuRDID, an -1 r FOR APPROVA ART FIILCJ I'D VF ( IU /U1 /1A 41 p � p I$ lane I-Iltm-laorpri V 1e nC spent � L^ Tensar. I, F,YAA,,IfY Bell rol fee ai , Real phund"ILIT1111 ..fe n J aNgansa. ..III" n aeledidon 4441 s_w , IF- to .Ei I the ,T1 - VARY 5A op I it ?W.o OIL MaLl me FE-DAR, iII..I.T.1. a. Step t: PRECONSTRU TION PIREPARS1 RON Pilo in OR Front OF All all a ln� D,, di feet d.;rax/,mnn:e, .'Rea,w ml to FOR re MESA COM40NENTE, E 14111 6L .L er M I FIT Unit f.g111Af *E E, al It oillYbIp 5U60ESTEO TOOLS FOR INSTALLATION .E emu A tc.e fit It, III, e IPA pp nd . d . n.e CI 'IF el IF I Linda AT Step on PREPARE THE IEVEI.INOPAD Step 3: xsrau THE PASS COURSE RATIO e w nF 1115 Linda ILLF the Le Of 'E"FLANNAAronal"p,rT [I, F,D b.R ee ao ondo ININE, the mi ani or FLY Sin 1 UA� no al An the VIIIIIIIIIS he I d1Q:(rA TO L T n1.onl nm idali.,e. F aml Or ,mm rcsal VAR) If enso men 'ASI IFIFFICAL ROS0 ECTION IMESAY RETAINING WALL SYSTEMS ,v Tensar.._.x:..e _.�- .«�.. Seep<�e; : Step PCACE6EO6R10 PLACE ADD COMPACT Aral AN UCONNEC70KS III Ix ER( On (FOSIMENTS 4 f I 6 I' III A21 b Pearson SecdepuRDID, an -1 r FOR APPROVA ART FIILCJ I'D VF ( IU /U1 /1A 41 p � p I$ lane I-Iltm-laorpri V 1e nC spent � L^ is AEA 1S I mA I, F,YAA,,IfY Bell rol fee ai , Real phund"ILIT1111 ..fe n J aNgansa. ..III" n aeledidon 4441 , IF- to .Ei I the ,T1 - VARY 5A op I it ?W.o OIL MaLl me FE-DAR, be need VV,PAf A V n bib 11 - M1 1 15 F' n r "y"p KNIFE ,10 Est 4 9 P m- f A �M1 OIP L3 M1 0 1R Tar p 1 to. df C M1 I b 5 f c En plant, I1 . b . q d3 d_a L e 9 d 5 L .24 L p all S f _. It ARAB I LII'lTP' 11 AT PLOT ,de OR,A r 1 5.. and ON CI Step 7; G AER CAPUFL15 OVIII it 1 i I 1 a, l I IF I P 1 Fiat to 1, 5 1111 T I [It I III i I III OFF 11 [tl 6` AFRICA tot b to 'IIII the TF,bFASve,havdFu5inIE1, NEAR and I-Al dinner In, e oto,tal the a ANN, m e,lmmn Pol e.em nne It P4z ROEZI� ED Ir ci 3fN Fan 0 ►�-1 z ge 0 FI z Pq w 3s r A p�3 REVISIONS YEVDATE Y IA ER( On (FOSIMENTS 3310 AL APPROVAL DITH A 1411 FOR APPROVA ART A IU /U1 /1A PER COUNTY COMMENTS Di 3 to", it DER mea16 FORAPPRUVAL FELL FORA 0511/I6 FORA APPROVED FOR CONSTRUCTION CFIECKE BY ORN DATE aL3 FORE AS NOTED ROAD IMPROVEMENT PLAN FOA "ST H STREET STATION BENT CREEK PARKWAY l OCATJANN -OP ALTO NORTH OF 1 -64 BETWEEN PILL STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER EN OF N E E E INC IA 9LACKW ELL PARK LANE, SUITE 20' WARRENTON VIRGINIA 20106 III AT) 349F500 Tax CO) AR-Cal DANIEL R. HINES Llc. No 043176 N. 05/13/15 NOTE: MESA RETAINING WALL DETAILS INTENDED FOR REFERENCE ONLY. CONTRACTOR TO USE RETAINING WALL PLANS PREPARED BY STRUCTURAL ENGINEER FOR CONSTRUCTION. MESA RETAININ(I WALL DETAILS FR=ETp aoPR: 15 CC 12 11 AR -A 2A KR�SIBLE -EL EYE BEYEA FT G B B PARALLEL wITMN CROSS 4 B WE AREA A A ARE AS 0 OF GO I �� TRUNCATE DOME( A °A 5 NTAL EA FOR CAUSES =CRDS L BACK 20 j I 'M- SECTION ALA CONSTRUCTSOM FORT TYPE A NO SECTION 3-13 WITH BUFFER STRIP FOR SENEGAL T HOT IQ' s. THIS BOSTON TO US USED FOR CONSTRUCTION FIAT INCORM�IES WHOM WEDGED LEANDING US WIDE) REQUIRED AT TOP OF CURB RAMIT MINIMUM CLIMB ROM LENGTH 6 FEET FOR NEW (CONSTRUCTION. 6 FEET FOR ALTERATIONS A 1 12 C mc°T rPEER !�' B PARALLEL wITMN CROSS WE AREA A A ARE AS 0 OF GO I I RooiDEx H 4 FARES y SHALL BE RE L ED W IBM A °A NTAL EA CRDSSWER =CRDS L jog IF c�asswALK BOOST q, TYPICAL PLACEMENT u�RO55WALK p TYPICAL PLACEMENT II AT INTERSECTION AT INTERSECTION LOSSwALpK WITHIN CROSSWALK WITHIN CROSSWALK DIAGONAL PLACEMENT DIAGONAL PLACEMENT !WITH BUFFER STRIP I WITH BUFFER STRIP CG -12 DETECTABLE WARNING SURFACE NaO°T )AND ROAD TYPE .GZ xADPERPENDICULAR)APDPLICATION ON EK 2O A 1 12 C mc°T rPEER !�' TYPE APPLICATION B PARALLEL wITMN CROSS 7A; 3� I I WAY VAN FARE W WITSH B R jog g[ } WITH BUFFER STRIP L J RAMP T DOME (DEC TABLE) A BY TRUNCATED COMES 12 1 IV 4 t'wx SEE SHEET IOr 5 FOR DETAILS SURE TO MATCH FACE BACK OF CCITT 48 1 . �- — sWITHOUT 2 MIN. SECTION A_Ace 1 BUFFER STRIP PERMISSIBLE CONSTRUCTION RDPPwAN JOINT FEE SECTION B -B L CRass MK / A 4 PLAN THREE CH HAT BE Pf LAWS WIN SATISFY A AN HER NG n ms OErecTAaE WINNING SURFACE, n MINN RE AFTER SKEET aLAC AT S'"'6 "°° THE BECOMES LENGTH OF A PARALLEL RARE TYPICAL MEAT IS LIMITED TO 15 FEET. REGARDLESS OF THE AT INTERSECTION SLOPE MEN V TYPE APPLICATION B PARALLEL wITMN CROSS 7A; 3� I I WAY VAN FARE W WITSH B R R STRIP 01gpjRE' ^ „LL wor MIDGE WhAD AND o CG -12 DETECTABLE WARNING SURFACE lDSD] vn TYPE aBA IP!ARK'ELrf APPLICATION qE storE.° TRUNCATED- 112 SLOPE DDI PATTERN nM A�'.rsmm aTH.vm. m. 1117EXAMARMANNIZEREVA1,1SASS, GR 2A R 27Y4 MIN - 2BY" MAX RAIL HEIGHT CR 2 MAE DYNAMIC DEFLECTION a MAKE DOWNS DEFLECT W OF CRT POST =j NOTES GUARDRAIL LOCATIONS SHOWN ON BLAME MORE APPRI ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AM B AS DIRECTED ANY THE ENGINEER FOR ESTATE OF REAL AND BLOOKOUTST SEE SLEET NO FOR WINDS OF AT HERECTI ETHICS JOINT ,.05 ASSOCIATED KOREAN SEE SHEET PROMISE ED W1 °x. HELD 5 FEET AND 150 EFERMENTS MACY DEPICTED SHOP CURVES FOR TOP eNa EMALLB SEE YET SECTOR AIDS OF THE sKoriCATIONS. ALL GR 2 AND AS AN CUT SHALL AM BERTRAM AT A VISINU R TRAVEL FEW THE FIH :xm ROADWAY. PEON OF ALL W OEM BEER MAIL BE LAPPED AT THE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE ISTRATE AND MIDGE STANDEARDS (STRON.G % SYSTEM) �O VIRGINIA ENT OF 5 SIDE WHEN A ` E COUNT \ �r BUFFER sT P;= fj r PA4 \ SO `}\W b G L .'K JM '�^' 1 1� A Eluw. TRUrvcnreD COMES = II « TANGENT PLANET ,oF FIRE OSrAES UAC CAUSING c6DSSwMK TYPICAL PLACEMENT SHALL AGO MAURICE AN SEARE TO MATCH PACE OF ROADWAY TURN oIR OEVDE Hi AT INTERSECTION (Oxoss�u AREA WITH BUFFER STRIP AT X.22 P "<vHER THAN nTXX SAME AS TOP OF CURB 2 MIN MANY SECTION A -A ' Ti '. A 5 DO RE AT z ` H ° GHER HAS GE MAOR SxnE AS TOP OF CUBIC TYPE C PARALLEL W PERPENDICULAR APPLICATION IN RAMP LENGTH ROADWAY GRADE IN FEET 7 13 15 M8 15 A °vm' w AT Zbi ATX*.sA PAVEMENT TOM 0" CURB SENATORS AGENDA FOR �M& HOLES AN THE DETECTME WASSING SURFACE SEE SHEET WE 5 THE SELECTION OF CURB TYPE MIND THE FORMULATED OF THE BUFFER AREA WAR AWAY TO MET EXISTING FORELD CONDITIONS MIND FICALWAY P DIMENSIONS AND THAS SLOPES ME IS THEQUI L° LLENi HOF A NAR L FOR IS SEMtMICULART DESIGN LIMITED V E OF TWO WITH A y 8 MIS ONGENTOW THE BENT PERPENDICULAR RUN TO THE ZEFERENCE CG -12 DETECTABLE WARNINGS SURFACE s µ\12o5 W2 TYPE C ((PARALLLELM6 PERPENDICULAR) APPLICATION DAVISON DATE I SHEET 4_0F A NOTE: P CONSTRUCTION SHALL FOREIGNERS TO CURRENT POAACOESSIBLE GUIDELINES TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comp a'.ed Sol] 16 — h mI I I I ii IlRil I. - 'I� mw 45 Enln. — ] PWTE HERBERT FOR CONCRETE POST To BE COW TO FIT PONT SHAPE To PREVENT ELLOCKOUT FROM DIMENSIONS SHOWN IN PRIMENTIONS INDICATE ACCEPTARE oLEWPCE=. � U] APE EXTENDS ENTRY LENGTH � THE UPTI F R 70 BE 4i... 9 10 7 CHAFFER ALL CORNERS �^r ALL CONCRETE AT. SHALL CONCRETE POST SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 wITMN CROSS 7A; 3� I I WAY VAN FARE W WITSH B R „LL wor MIDGE WhAD AND o CG -12 DETECTABLE WARNING SURFACE lDSD] vn TYPE aBA IP!ARK'ELrf APPLICATION qE storE.° TRUNCATED- 112 SLOPE DDI PATTERN nM A�'.rsmm aTH.vm. m. 1117EXAMARMANNIZEREVA1,1SASS, GR 2A R 27Y4 MIN - 2BY" MAX RAIL HEIGHT CR 2 MAE DYNAMIC DEFLECTION a MAKE DOWNS DEFLECT W OF CRT POST =j NOTES GUARDRAIL LOCATIONS SHOWN ON BLAME MORE APPRI ONLY AND CAN BE ADJUSTED DURING CONSTRUCTION IF AM B AS DIRECTED ANY THE ENGINEER FOR ESTATE OF REAL AND BLOOKOUTST SEE SLEET NO FOR WINDS OF AT HERECTI ETHICS JOINT ,.05 ASSOCIATED KOREAN SEE SHEET PROMISE ED W1 °x. HELD 5 FEET AND 150 EFERMENTS MACY DEPICTED SHOP CURVES FOR TOP eNa EMALLB SEE YET SECTOR AIDS OF THE sKoriCATIONS. ALL GR 2 AND AS AN CUT SHALL AM BERTRAM AT A VISINU R TRAVEL FEW THE FIH :xm ROADWAY. PEON OF ALL W OEM BEER MAIL BE LAPPED AT THE STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE ISTRATE AND MIDGE STANDEARDS (STRON.G % SYSTEM) �O VIRGINIA ENT OF 5 SIDE WHEN A ` E COUNT \ �r BUFFER sT P;= fj r PA4 \ SO `}\W b G L .'K JM '�^' 1 1� A Eluw. TRUrvcnreD COMES = II « TANGENT PLANET ,oF FIRE OSrAES UAC CAUSING c6DSSwMK TYPICAL PLACEMENT SHALL AGO MAURICE AN SEARE TO MATCH PACE OF ROADWAY TURN oIR OEVDE Hi AT INTERSECTION (Oxoss�u AREA WITH BUFFER STRIP AT X.22 P "<vHER THAN nTXX SAME AS TOP OF CURB 2 MIN MANY SECTION A -A ' Ti '. A 5 DO RE AT z ` H ° GHER HAS GE MAOR SxnE AS TOP OF CUBIC TYPE C PARALLEL W PERPENDICULAR APPLICATION IN RAMP LENGTH ROADWAY GRADE IN FEET 7 13 15 M8 15 A °vm' w AT Zbi ATX*.sA PAVEMENT TOM 0" CURB SENATORS AGENDA FOR �M& HOLES AN THE DETECTME WASSING SURFACE SEE SHEET WE 5 THE SELECTION OF CURB TYPE MIND THE FORMULATED OF THE BUFFER AREA WAR AWAY TO MET EXISTING FORELD CONDITIONS MIND FICALWAY P DIMENSIONS AND THAS SLOPES ME IS THEQUI L° LLENi HOF A NAR L FOR IS SEMtMICULART DESIGN LIMITED V E OF TWO WITH A y 8 MIS ONGENTOW THE BENT PERPENDICULAR RUN TO THE ZEFERENCE CG -12 DETECTABLE WARNINGS SURFACE s µ\12o5 W2 TYPE C ((PARALLLELM6 PERPENDICULAR) APPLICATION DAVISON DATE I SHEET 4_0F A NOTE: P CONSTRUCTION SHALL FOREIGNERS TO CURRENT POAACOESSIBLE GUIDELINES TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comp a'.ed Sol] 16 — h mI I I I ii IlRil I. - 'I� mw 45 Enln. — ] PWTE HERBERT FOR CONCRETE POST To BE COW TO FIT PONT SHAPE To PREVENT ELLOCKOUT FROM DIMENSIONS SHOWN IN PRIMENTIONS INDICATE ACCEPTARE oLEWPCE=. � U] APE EXTENDS ENTRY LENGTH � THE UPTI F R 70 BE 4i... 9 10 7 CHAFFER ALL CORNERS �^r ALL CONCRETE AT. SHALL CONCRETE POST SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 STANDARD BLOCKED -OUT W -BEAM GUARDRAIL REFERENCE ISTRATE AND MIDGE STANDEARDS (STRON.G % SYSTEM) �O VIRGINIA ENT OF 5 SIDE WHEN A ` E COUNT \ �r BUFFER sT P;= fj r PA4 \ SO `}\W b G L .'K JM '�^' 1 1� A Eluw. TRUrvcnreD COMES = II « TANGENT PLANET ,oF FIRE OSrAES UAC CAUSING c6DSSwMK TYPICAL PLACEMENT SHALL AGO MAURICE AN SEARE TO MATCH PACE OF ROADWAY TURN oIR OEVDE Hi AT INTERSECTION (Oxoss�u AREA WITH BUFFER STRIP AT X.22 P "<vHER THAN nTXX SAME AS TOP OF CURB 2 MIN MANY SECTION A -A ' Ti '. A 5 DO RE AT z ` H ° GHER HAS GE MAOR SxnE AS TOP OF CUBIC TYPE C PARALLEL W PERPENDICULAR APPLICATION IN RAMP LENGTH ROADWAY GRADE IN FEET 7 13 15 M8 15 A °vm' w AT Zbi ATX*.sA PAVEMENT TOM 0" CURB SENATORS AGENDA FOR �M& HOLES AN THE DETECTME WASSING SURFACE SEE SHEET WE 5 THE SELECTION OF CURB TYPE MIND THE FORMULATED OF THE BUFFER AREA WAR AWAY TO MET EXISTING FORELD CONDITIONS MIND FICALWAY P DIMENSIONS AND THAS SLOPES ME IS THEQUI L° LLENi HOF A NAR L FOR IS SEMtMICULART DESIGN LIMITED V E OF TWO WITH A y 8 MIS ONGENTOW THE BENT PERPENDICULAR RUN TO THE ZEFERENCE CG -12 DETECTABLE WARNINGS SURFACE s µ\12o5 W2 TYPE C ((PARALLLELM6 PERPENDICULAR) APPLICATION DAVISON DATE I SHEET 4_0F A NOTE: P CONSTRUCTION SHALL FOREIGNERS TO CURRENT POAACOESSIBLE GUIDELINES TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comp a'.ed Sol] 16 — h mI I I I ii IlRil I. - 'I� mw 45 Enln. — ] PWTE HERBERT FOR CONCRETE POST To BE COW TO FIT PONT SHAPE To PREVENT ELLOCKOUT FROM DIMENSIONS SHOWN IN PRIMENTIONS INDICATE ACCEPTARE oLEWPCE=. � U] APE EXTENDS ENTRY LENGTH � THE UPTI F R 70 BE 4i... 9 10 7 CHAFFER ALL CORNERS �^r ALL CONCRETE AT. SHALL CONCRETE POST SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 °vm' w AT Zbi ATX*.sA PAVEMENT TOM 0" CURB SENATORS AGENDA FOR �M& HOLES AN THE DETECTME WASSING SURFACE SEE SHEET WE 5 THE SELECTION OF CURB TYPE MIND THE FORMULATED OF THE BUFFER AREA WAR AWAY TO MET EXISTING FORELD CONDITIONS MIND FICALWAY P DIMENSIONS AND THAS SLOPES ME IS THEQUI L° LLENi HOF A NAR L FOR IS SEMtMICULART DESIGN LIMITED V E OF TWO WITH A y 8 MIS ONGENTOW THE BENT PERPENDICULAR RUN TO THE ZEFERENCE CG -12 DETECTABLE WARNINGS SURFACE s µ\12o5 W2 TYPE C ((PARALLLELM6 PERPENDICULAR) APPLICATION DAVISON DATE I SHEET 4_0F A NOTE: P CONSTRUCTION SHALL FOREIGNERS TO CURRENT POAACOESSIBLE GUIDELINES TEMPORARY DIVERSION DIKE SOURCE: VA. DSWC Comp a'.ed Sol] 16 — h mI I I I ii IlRil I. - 'I� mw 45 Enln. — ] PWTE HERBERT FOR CONCRETE POST To BE COW TO FIT PONT SHAPE To PREVENT ELLOCKOUT FROM DIMENSIONS SHOWN IN PRIMENTIONS INDICATE ACCEPTARE oLEWPCE=. � U] APE EXTENDS ENTRY LENGTH � THE UPTI F R 70 BE 4i... 9 10 7 CHAFFER ALL CORNERS �^r ALL CONCRETE AT. SHALL CONCRETE POST SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 APE EXTENDS ENTRY LENGTH � THE UPTI F R 70 BE 4i... 9 10 7 CHAFFER ALL CORNERS �^r ALL CONCRETE AT. SHALL CONCRETE POST SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 SOUTHERN A POST MAY BE HOT NOTED OR WELDED. -A HULL CARE STEEL 10D A .8 .1 2 COMMON MAE TREATED SEE NOTE 5, FINE BLOCK- POST 70 BE GRUNTE TO ACCEPT CHECKING ,. BLOCKOUT FOR MAINTENANCE ' REPAIR ONLY LXµ LESS THAN AN P ST RE GROCERY 'i e.e a- _ (KINGDOM BEEF D 0 FORT cnvuiU DETAI REQUIRED INSTALLATION HOLES IN COSTS SITES REQUIRING LONGER STEEL POST TO BE ETp. GUARDRAIL POSTS NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 NOTES I ALL DOME NUTS, ASSURED AND (BUFFER STEEL ITEMS ARE TO BE GRADVANESED 2 ALTERNATE TYPE POSTS TOO ULOCKNOUT MAY BE INTERCHEARGED ON My ONE PRODUCT WITH THE PROTECTION THAT In SAME TYPE OF POST ME USED N MY SINGLE RUN A . — y,."ILK 3 FOR GS E. STO. ARE SHELF NOS. JOINT GRUA STEEL BAD COMMON EYE 4 THE BICAMERAL AND MEDIAN EARRIER SEE BYTE 5, MEDICAID NUMBER VERB WAY BE IDENTIFIED I IF INTERCHANGEMUS WITH THE STAMARDUS FOR I GUARDRAIL (CRT OR M501M BEARRER IRS) WIN APPROVED By THE ENGINEER, 5. DRIVE NFL ON BOTH 51DES WITHIN 2 TOP DR BOTTOM S 6 INSTALLED. DcuDln uTER4FN,'�: TO BOLT STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 STANDARD BLOCKED -OUT W -BEAM GUARDRAIL ROM AN ( AN AN STRONG POST SYSTEM,POST AND III REVISION DETAILS) RE So VIRGINIA DEPARTMENT OF TRANSPORTATION 7111 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 COAL I GUARDRAIL ry M MINT m -1 s TO 6[ znr aw LaIILn TO As gprnU `sMYy RANDruaR W (EVER ANOT FLUT aw MAVf.18T11RD INSID6.IN0� M Ol1ER YMi MPROVm EWM LEETM6 XpgP 3M r61MC CRHWl 2 IXST&, m MIPCNI6 �LRTE FL�M ANDT REAROMM US' S FT, TART. R. Y6LW BY X 36' M1 SSP IxW. XN pFl➢YMCM YWr w9FAM FNO BECOME. FW TLTMIXNS d WO IW.CI IESTMNFA DB ET REL, WI M TT M M m SLOPES Dl= ¢ BASED r� FULL � IMPOSE ME BENT To HTRXm��mS —NOES IGW FOR E Iazc MwSFm1S. BE AS NOT S TH L XC OF MINIMUM FOR NY INWMAAR IK MS .1 R a I=i �AI MET THE �M PO Fpi THE M-7 EXVS PIONS A FOR LEAKS IF WGUARORAIL rWllxx Mi/LLArlq! 81TE MPMAIRM Mg1EwE AIU yMy,,N�ATT qRIEMW.����IILL�� N5, i0i 'AII. E'Y(pt� QUANTICIES ' zFE MIYTWX AYIfIRMERS PLWS FMYES IXNIUAMM II II II II II II II II II II I_I I_I I_I I_I I_I o.YBj O O 0 O DMNIOe-NI BIREAKAWAY CABLE TERMINAL 4' FLARE ANSI LEPAVTLFMr OF r ORTAT(MI NOTE'. I. SECTION SHOWN IS BASED ON AN ANTICIPATED FAR OF5 PER CLOTEFHNIOAL REPORT PREPARED BY RUDE ENTITLED SUBSURFACE EXPLORATION AND GEOTECHNIFAL ANALYSIS . DATED 3 29r12 (PROJECT d 28.1552) . FINAL DESIGN TO BE PROVIDED ONCE FINAL CAR 'A ARE AVAILABLE ON COMPACTED SUB RASE. HEAVY DUTY ASPHALT PAVEMENT SECTION MCI ICBCLIE So jIL SHE z = .- B'. BIT AX La E NMI S3 u W z Fa §s A O UP I z WE PIP w E F �5 REVISIONS REV commeNT BY FOR PERCOUNTY orn NTS DAN 1 5 15 14 2 a2314 FOR o PURT DRH RE414 FOR APPROVAL BRH CAVILS PERCOUNry DR D OOMMEN3 1ONNEY4 FORAPPROVPL HIT GIZA FOR APPROVAL DUST FoR nrPROVAL BRH 8 FAIL a 15 FORAPPROVAL DRH APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 APPROVED FOR CONSTRUCTION CHECKED BY DRH SCA 2613 NOTED j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 j ROAD IMPRO17LATENT PEAP,' IFYI REST S TS STATION BENT CREEK PARKWAY 1 OCCU IODT OF SITE NORTH OF I -64 BETWEEN 5TH STREET AND I_I I_I AVON STREET EXTENDED ®A°' D SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER My IT G EN E ER ENO -- 28 BLACKWELL PARK LANE, SNTE261 TRENDS COURSE SAN PAR WARRENTON, VIRGINIA 20186 FLOOR (540) 80.9A5DD PLAN 849082, www.BohlerEngmeermg.com I ASPHALT BINDER COURSE (25 0) _, ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 ONE BASE IzFe1 I UDANIEL NES R. 1 045 COMPACTED SUBMARINE FARE GEOTECHNICAL REPORT, NOTE: DETAILS ,. SECTION SHOWN IS BASED ON AN ANTICIPATED OAR OF PER p50TECT NICAL REPORT PREPARED BY EFS, ENTITLED SUBSURFACE EXPLORATION AND GROUTHECONICAL ANALYSIS , DATED a/ 21 PROJECT 528.16526 SWAT DESIGN TO BE PROVIDED ONCE FINAL CBRA ARE AVAILABLE ON COMPACTS TTURNER '. SUB BABE ICE 166 MRS NOTES OR 4 )REST RED MAY BE M US EMT x Pvav Lp ISEACeMTOX a RmE �miNACiM MOMRAN SHELL BE ETnSEO UNCEST MAN AND BETTER WHO OF SM. ON AMU e anTINU E DRADAR FAM n Al F CAST H FLaCS AS 1LWUE ROMMAY (� IIIII�lllllll�l��h� 10]0 IN IF PP�CA41^BS AN WHEN mm)xmENALNETNEx E HILL xm srxoa® ROB IOYER51 ^FCOdM1XX1 P EIpT MIND OF MSA M RANg w ' `,.oMw.`a T ff P MBmFOR US MCI w�C n� SLOPE PLANTING RUNS & M M TO azw M AM THE RLI.NATED ES. L PAY UNITS E , KIM 4. FOR USE WIN OALLO FFRONT 'PR THE "BiagULL x "I�M� SEE XOrE XE) W'BiRIMIE.mMB GRAME BY PMx Ta TE RA FA^M^cH'TED N wE DART A`reii°iE aw` TO MADE �T MN EL �m N xRE PRE TO Calt WITH R m ICED ST.W9a FM SWME MET To MAEM AT THE MITI yEEr DRUM. 0 5J �ME MY BE w E6 FSBVX nm �. A ARAB ox R AimaTMn "i AND aae ®¢ of PARREED smmuvrn QLAR i P%M P'�R ae <ro g Am $ DRUM FAARE Do ROAMED NOR MOONEI . N PAVED SHOULDER SECTION AN w MIT STA S WHEN w BE CURB AND GUTTER SECTION HIP x TO E^EET°U°wmEEaENn EMT METHOD OF TREATMENT vocrr (CONNECTION FOR STREET INTERSECTIONS AND COMIAERCIAL ENTRANCES) MnR SUS . OF MIMI PLAN >r I OETNL A ORE, I BALLED 6 BURLAPPPED. M CONTANER PLANTSFF Lp ISEACeMTOX a RmE �miNACiM 6 DVMNF6 WHO OF SM. ON AMU e .. EN, O GENERAL (MIAMI TO M AD "Sao AS 1LWUE ROMMAY (� IIIII�lllllll�l��h� OF em AN WHEN mm)xmENALNETNEx E HILL xm srxoa® ROB BAR MISTAKE G" i MIND OF MSA M RANg w ' `,.oMw.`a T .N"L°"N.,e ro x TO E^EET°U°wmEEaENn EMT METHOD OF TREATMENT vocrr (CONNECTION FOR STREET INTERSECTIONS AND COMIAERCIAL ENTRANCES) MnR SUS . OF MIMI PLAN >r I OETNL A ORE, I BALLED 6 BURLAPPPED. M CONTANER PLANTSFF Lp ISEACeMTOX a RmE �miNACiM 6 DVMNF6 WHO OF SM. ON AMU e .. EN, O GENERAL (MIAMI TO M AD "Sao AS 1LWUE ROMMAY (� IIIII�lllllll�l��h� OF em AN WHEN mm)xmENALNETNEx E HILL xm srxoa® ROB BAR MISTAKE G" TM MIND OF MSA M RANg w ' `,.oMw.`a T .N"L°"N.,e ro w�C n� SLOPE PLANTING PRINTER °N AAU. SSE Ou ED `n M MORE wE i ai w ii `awi BE Mmm%�ro M M TO azw M AM THE RLI.NATED ES. L PAY UNITS yORS sRFP `'x THAN MITI OFF THE T SHALL'rn er M EWWIER nr LSENr a wmxs PMH TO w.mAIEL R.wnw. OALLO FFRONT 'PR THE "BiagULL x MP tt TOM THE E OUC x' MEMO TIM M THE FOR ORATER 9RWNx MEOW M9 9TMOFMMCUM FA^M^cH'TED N wE DART A`reii°iE aw` TO 5AxTL xRE PRE TO Calt WITH wl _ AU P.� ICED ST.W9a FM SWME MET To MAEM AT THE MITI yEEr DRUM. WM'1T'LOW� MY BE w E6 FSBVX ,Nm DmE aae (RmETLE FIR, _ xi � P%M P'�R ae <ro g Am $ DRUM FAARE Do ROAMED NOR MOONEI _ SLOPE PLANTING DETAILS MED FOR NE PAPA;REENT WHEN w BE PAR � OP.WSE1 MARTIN OUTO TMPIPE MAY _— COMBINATION 6" CURB AND GUTTER AREA MYTH wMRUE �OWAr ROAD Pt =n mEN M=vAMUMn STANDARD PAVEMENT EDGEDRAIN FRESSIMSE BAN ENTRANCE NOTES N DA FS SO WHEN THE ENRYINCE an NERUSSIA= Acx lURNlM UP RYD �l" DEPARTMENT OF ��A� MM nall r c MEINS �TO F BE UP MILES W 4YME HN- 6pBE VX B 0.^'NU® NE P WR Ci A RM Sol (ARM LESM RENEWED POMWE W AMOS MARGINS ROImAY — THE CPI An 9E> V � MW E N � SM 3 An K x TO E^EET°U°wmEEaENn EMT METHOD OF TREATMENT vocrr (CONNECTION FOR STREET INTERSECTIONS AND COMIAERCIAL ENTRANCES) MnR SUS . OF MIMI PLAN >r I OETNL A ORE, I BALLED 6 BURLAPPPED. M CONTANER PLANTSFF BARE ROOT PLANTS L-5 WHO OF SM. ON AMU e .. EN, O GENERAL (MIAMI TO M AD "Sao AS 1LWUE ROMMAY (� IIIII�lllllll�l��h� OF em Ak°EwL WHEN mm)xmENALNETNEx E HILL xm srxoa® ROB BAR MISTAKE G" TM MIND OF MSA M RANg w ' `,.oMw.`a T .N"L°"N.,e ro BED PLANTING n� SLOPE PLANTING PRINTER °N AAU. SSE Ou ED `n M MORE wE i ai w ii `awi BE Mmm%�ro M M TO azw M AM THE RLI.NATED ES. L x yORS sRFP `'x THAN MITI OFF THE T SHALL'rn er M EWWIER nr LSENr a wmxs PMH TO w.mAIEL R.wnw. OALLO FFRONT 'PR THE "BiagULL x MP tt TOM THE E OUC x' MEMO TIM M THE FROM RmT T 9RWNx MEOW M9 9TMOFMMCUM FA^M^cH'TED N wE DART A`reii°iE aw` TO 5AxTL INO,'REg wl _ AU P.� ICED ST.W9a FM SWME MET To MAEM AT THE MITI yEEr DRUM. WM'1T'LOW� MY BE w T MM PAmES:r srvSL E Mm TED W THE ,Nm DmE aae (RmETLE FIR, _ xi � P%M P'�R ae <ro g Am $ DRUM FAARE Do ROAMED NOR MOONEI _ SLOPE PLANTING DETAILS MED FOR NE PAPA;REENT WHEN w BE PAR � OP.WSE1 MARTIN MINT MAY _— Swu xm E mw M RMw uc AREA MYTH wMRUE �OWAr EMHART FOR MMx M PMMOsss. x ox mPGAi avmn .�w A PLAN VIEW ENTRANCE NOTES SO WHEN THE ENRYINCE an NERUSSIA= Acx lURNlM UP RYD MM r c MEINS �TO F BE UP E BE Ay MOW CPU W 4YME HN- 6pBE VX B 0.^'NU® NE P WR Ci A RM (ARM LESM RENEWED POMWE W AMOS MARGINS ROImAY — THE CPI An 9E> V � MW E N � SM 3 An K o ,®IV B TO IS mwE gmAME INTERSECTION NOTES a, WHEN RR META rcM IN M ® mm1RUCT MADE nwALS NOR A PN C cuwE. cmBE MUST E MYTH AASHM MEET AME THE .VP4HmB RLRIREOM SECTION A - A im i�v°ALSE"wRmGams1°Dis. 'w alr'Fals�°xiti 9. OPTIMAL "AFrEE y.a« xi�q TERU�N,Nm`m°1mEE wvLnE oR ALLOWABLE ENTRANCE GRADE CHANGES %L'r� -e -- ON, EMRAYHE VOVEAE MARC � , SOY EC ENR MUN SECTION ID -C I Low I ons THAN KID ARE I gos I BY x TO E^EET°U°wmEEaENn EMT METHOD OF TREATMENT vocrr (CONNECTION FOR STREET INTERSECTIONS AND COMIAERCIAL ENTRANCES) MnR SUS . OF MIMI PLAN >r I OETNL A ORE, I BALLED 6 BURLAPPPED. M CONTANER PLANTSFF BARE ROOT PLANTS L-5 WHO OF SM. ON AMU e ALL � SHETWEEN PJAM No. RPEpw�¢'O � . m�illlll����l�����l��llll Li.n (� IIIII�lllllll�l��h� OF em Ak°EwL a MISa 1 ;1� '■, E HILL P9 AMR rw n= 06TE MISTAKE G" TM MIND OF W�I Ps Rwmc SNAKE SLOT BED PLANTING n� SLOPE PLANTING PRINTER °N AAU. SSE Ou ED `n M MORE wE i ai w ii `awi BE Mmm%�ro ft v HIRE PROOF w mwE COMMON OSEErn°Xe.. AMR DS roor TO azw M AM THE RLI.NATED ES. SE w µTM H (CULTIVATED) AND wx-NLmARM STEEL BE BUT m A MAV WM n• IN MIGHT BY NBwEA. PRO SI AFLERWAROS HE UNITED WON LEwca AS APPROVED yORS sRFP `'x THAN MITI OFF THE T SHALL'rn er M EWWIER nr LSENr a wmxs PMH TO w.mAIEL R.wnw. OALLO FFRONT 'PR THE "BiagULL x 00Rw NCwTUm, THE E OUC x' MEMO TIM M THE FROM RmT T SUMMARY STUFF AND wL�E"' De USED R.' EOS Rom AMU Ham KMED SEAL FA^M^cH'TED N wE DART A`reii°iE aw` TO 5AxTL MORE , onx:r6 M%FIpiNEN FOR 91RE RµnRc ICED ST.W9a FM SWME MET To MAEM AT THE MITI yEEr DRUM. WM'1T'LOW� MY BE w L YE LIMMCME sM 9EEr FM Prt gams. -.. E SMALL COMM MH TR FdT➢MAi dtFTRpE� Bx.L E F lT D EVES WANT FMSRO GRADE. SAM. MxONTE SNALL TFFER SLOPE MIAMI - EE SOME SPLANTING T W ONTO BUD THE piME RWl PALL µD PI WIRRAL PIi.A BUNCH Ma E NM9 TA° M TE BM OF W]l E.LLL R ALL TRLNR µD SRS AFTER 4TENRG. c. TWO MAW n MAN -= MAE MAW rtMrtIRC BETµs IN IN A ELEVATION I SITE r L \METAL R' 11 N r� SOIL PLATE AN cxc TOa nuaw s TURN A 1h ANCHOR CABLE SWAGE CONNECTION uF AU AM TO THREADED STUD SHORT WOODEN POST NET INFFR ' I EYE MORE A In ALMA E • uA o % BERING PLATE STEEL FOUNDATION RI, K A: mN�M A "w, RUL �.TS'S16orc RS NILHOR PLATE DARNELS ACTION R -A rnw - TRAILING END TERMINAL TREATMENT MAYS, MARK WWMWT A nxsmrANM '°' OR PLANTING DETAILS POPE BY so VWUMA DRA W OF TwsOFORrATIR AS FL_ 4 14 0 "MIN. TO STRIP OVEMBER TOM BF BOOM THE COMBINATION UNDERDRN CD -2 ON FILLS CENTER LIINNE SEECTIIOON TRENCH PLACEMENT IEENE s BBE IT # MY MANNED SUSAN B M. EN NM re WS. CUP WE '--- c --17- ,.. LL A UWAS ME PAT FOR "Door WE PLAN VIEW SHOWING PLACEMENT OF CO -2 UNDERDRNN NON - PERFORATED OUTLET PIPE 5 YlM SIR WLW -. c IF ARIV x BAD" BOB I��IIIVIII� � . m�illlll����l�����l��llll Li.n (� IIIII�lllllll�l��h� 2 91MM WMl M1E P L YE LIMMCME sM 9EEr FM Prt gams. -.. E SMALL COMM MH TR FdT➢MAi dtFTRpE� Bx.L E F lT D EVES WANT FMSRO GRADE. SAM. MxONTE SNALL TFFER SLOPE MIAMI - EE SOME SPLANTING T W ONTO BUD THE piME RWl PALL µD PI WIRRAL PIi.A BUNCH Ma E NM9 TA° M TE BM OF W]l E.LLL R ALL TRLNR µD SRS AFTER 4TENRG. c. TWO MAW n MAN -= MAE MAW rtMrtIRC BETµs IN IN A ELEVATION I SITE r L \METAL R' 11 N r� SOIL PLATE AN cxc TOa nuaw s TURN A 1h ANCHOR CABLE SWAGE CONNECTION uF AU AM TO THREADED STUD SHORT WOODEN POST NET INFFR ' I EYE MORE A In ALMA E • uA o % BERING PLATE STEEL FOUNDATION RI, K A: mN�M A "w, RUL �.TS'S16orc RS NILHOR PLATE DARNELS ACTION R -A rnw - TRAILING END TERMINAL TREATMENT MAYS, MARK WWMWT A nxsmrANM '°' OR PLANTING DETAILS POPE BY so VWUMA DRA W OF TwsOFORrATIR AS FL_ 4 14 0 "MIN. TO STRIP OVEMBER TOM BF BOOM THE COMBINATION UNDERDRN CD -2 ON FILLS CENTER LIINNE SEECTIIOON TRENCH PLACEMENT IEENE s BBE IT # MY MANNED SUSAN B M. EN NM re WS. CUP WE '--- c --17- ,.. LL A UWAS ME PAT FOR "Door WE PLAN VIEW SHOWING PLACEMENT OF CO -2 UNDERDRNN NON - PERFORATED OUTLET PIPE CONCRETE- TO-ASPHALT f)FTAIL XDr TOC OR CF1k1R m NuA WALL MKNMD i[R Am us.¢ AT 5 omiCTM MENEAT UP USE STAIRM CLAFT MEMNQ FB gMAIRN I6IXFRENrS. COMMITTEE FxMG GENERAL NOTES ED oFWALG GYM T oa�rVwlrsga Lccn YMm°BN UmF An TO ME Sto MY A. ROLE M. MY WE WIN ANDE re£ UN W( R AVmEnT M1ffA BUTHER 5 NYEM ELEVATION OF EMPRINa"NEMNMICE VITRO ON STRUCTURE MONTH R 19" fBJVE PLACEMENT OF CD -2 UNDERDRNN AT INFE NE m BRIDGE APPROACH SLABS W OF THE z � Wm E�sEEVm D m EX- mN µENE FARM UP RIGHPARE STANDARD COMBINATION UNDERDRAIN �V°OT O RAT GRADE SAGS AND BRIDGE APPROACHES) a AS YEN PLAN ALE OO15PE SALE ° rsai'TTOO s SHOT SIR BERN MIL NEWS T_­P� am MIL US auR 5 YlM SIR WLW -. c IF ARIV x BAD" BOB ii ]ROE I LYE 8 TwGrzO Win Li.n DUN 2 91MM WMl M1E P Neu E HILL P9 AMR OR CF1k1R m NuA WALL MKNMD i[R Am us.¢ AT 5 omiCTM MENEAT UP USE STAIRM CLAFT MEMNQ FB gMAIRN I6IXFRENrS. COMMITTEE FxMG GENERAL NOTES ED oFWALG GYM T oa�rVwlrsga Lccn YMm°BN UmF An TO ME Sto MY A. ROLE M. MY WE WIN ANDE re£ UN W( R AVmEnT M1ffA BUTHER 5 NYEM ELEVATION OF EMPRINa"NEMNMICE VITRO ON STRUCTURE MONTH R 19" fBJVE PLACEMENT OF CD -2 UNDERDRNN AT INFE NE m BRIDGE APPROACH SLABS W OF THE z � Wm E�sEEVm D m EX- mN µENE FARM UP RIGHPARE STANDARD COMBINATION UNDERDRAIN �V°OT O RAT GRADE SAGS AND BRIDGE APPROACHES) a AS YEN PLAN ALE OO15PE SALE ° rsai'TTOO s SHOT SIR BERN MIL NEWS T_­P� am MIL US auR 5 YlM SIR WLW -. c IF ARIV x BAD" LUSC nRVE ii ]ROE I LYE 8 TwGrzO Win Li.n DUN 2 )FFf Neu E HILL �R�Si bEaLi¢o t'E rw n= 06TE p ELEVATION ELEVATION DOUBLE STAKING & TN(F HI A M NT Ps D����2 MICHIGAN EeMw a• N eADMmm MARGARET EVERMSEEN gT eIERBRSEN T .'R xogERUS cRMNN AND ♦ US MUSS BEOVI SE w I1 f' PLAN ALL E m loir°E s srI`D"`"i¢O c°Aa "'OAS sown: `" "`F' AREA aRMRIR 1 my'IE�¢°,tls�"i FROM RmT T a' Siii' MANS EEY'°s IN MAN A1A MATTER AN T McUSOxssTEE1RSrArsO &I€ COMTRUCMN C m MD 3. MMDDBrwlS..AMRr N M R°B ^ ROM THE 5AxTL MORE , •. 7pE CAM `�;• „^ES � A7P`ITBE Af - WHITV ��WROF PERRRY ED M By THEI'�MANTEERNE .M'�RaR.;a" Aa'WLA�EN"8L'S A TEST $H W ORDER a" ^.'F;"` MY BE w THEE N E«."wLL 1T ,Nm DmE $� YLCx [ET•M S R fM£ b 5 YlM SIR WLW -. Of BURLWPEO ii ]ROE I LYE OILER Li.n DUN 2 AST 14 Neu GREATERLE FAF'b' �R�Si bEaLi¢o t'E rw n= 06TE p ELEVATION ELEVATION DOUBLE STAKING & TN(F HI A M NT Ps D����2 MICHIGAN EeMw a• N eADMmm MARGARET EVERMSEEN gT eIERBRSEN T .'R xogERUS cRMNN AND ♦ US MUSS BEOVI RENFRA_ NOTES AITTUSIF TAPE FARES mm� ALL E m loir°E s srI`D"`"i¢O c°Aa "'OAS sown: `" "`F' AREA A D M my'IE�¢°,tls�"i FROM RmT T a' Siii' MANS EEY'°s IN MAN A1A MATTER AN T McUSOxssTEE1RSrArsO T x �F Of COMTRUCMN C m MD 3. MMDDBrwlS..AMRr N M R°B ^ ROM THE _ ME FA:ATm THE NDY. MORE , •. 7pE CAM F P „^ES � A7P`ITBE Af - WHITV ��WROF PERRRY ED M By THEI'�MANTEERNE .M'�RaR.;a" Aa'WLA�EN"8L'S A TEST $H W ORDER a" ^.'F;"` MY BE w THEE N E«."wLL 1T OF M F,BUT PNOT.NF'�;R'� THE �'R F'wf"S&' THE "'�." (RmETLE FIR, _ xi � P%M P'�R ae <ro g Am $ DRUM FAARE Do ROAMED NOR MOONEI SLOPE PLANTING DETAILS FORT WANT R�WiISTTM� ' 1 M IEx R rmlM Vw A MERCHANT OF rPxs ATRw BOs NOTES ALL BE SE' I) POOL 8 AND PLANKS TRAFFIC BAHHISURE LFCATIONSE TREATED BOLL PLAN PACT POST WASHERS 21 PLANKS SBRABESTINTED GAMBLE RELY TREATED STARE TO EPLACDT IN, LAG FROM EDGE OF PLANKS PAINTED AT SCREWS SI PAINES HATE N PAINTED IDES TO WHIMS WHITE IOC SI E WHERE NECESSARY PLACED ( Nj FHEMEEGEOFPIA $ ROOQUALITY AM OIL ALLSE6rEW WITHIN x HMUST) o HECH(6INEL THECAPTURED KE REQUIRED TO THSTHIAN OF TILDE RAPE EXTENSION KE 416 ERRING OL IVE ORANGE AND WHIP PAINT STRIPE TAPE ON SIX EFOR THE ) FULL S THERE HROAEE MAY DUST EE MADE TO THE LIMITS F EQUIPMENT IT OF LENGTH OF THE BARRIOHANGEFlNK WHITE STRIPE TAPE ON ONEEIEEFOHTIIEFOLL 71 WHERE ORIZED PROVISION VEHICLES LOCKABLE GATES MESSOFEOVIDED IN ONE LENGTH DFTHE6AEEICADE ALE FABRICATED VBHIGLE9, LOCKABLE WTES MAY BE PROVIDED IN ONE 6EETIKREF THE BAHHICAOE Ti lUFIFIC 73ARRICADE DETAIL PAT TOSGIE L 5 Z `1 W014 Al IF P1 I G InA P PH HE UK F=ez O 0 N r AS H 7. K il vY Rhx I R)NS REV I DATE COMMENT BY OILER AUNT COMMENTS DUN 2 AST 14 FOR APPROVAI DRH 3 FORAPPROVAL DUN TV CORM NETS DRH E 1030,1 BET 6 BEOVI FOR APPROVAL GET aaIFH5 APPROVAL PAT uCR9n5 FORD DRH APPROVED FOR CONSTRUCTION CHECKED BY A5 DATE' E SCALE AS NOT 'ED ROAD IMPROVEMENT PLANT S H STREET STATION - BENT CREED PARKWAY LOCATION OR SITE NORTH OF 164 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY. VA BOHLER E A GI N E E B I NG IN BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PMU, FGO3494500 0, (54)3490x21 ww.BOhlerEnT gXineering.HOm � Y U DANIEL R. HINEB �. UP. ND. 043156 y� 06/13/16 �. SHEET ANAL CONSTRUCTION DETAILS SHEET NUM9ER'. Fj`,� 1 6B 10 CHAIN NON-PERFORATED PIPE FOR USE UNDER uuP w, O COMMERCl/4 ENTRANCES AND FOR OUTLETS OUTLET PIPE HE ASIA Y COMPACT BY NOTES I HE ER COUNTY ARE � OF DID SON 40 GALVANZED STEEL PPE B OR APPROVAL VAN) 'CO—I ' S O ANTED OSHA YELLOW FILLED _ mm �� IOC W T CONCRETE T LJII YILr1lll„mlli IN xx Tr_TD. ACCORDING TO AEG _ CAR A .3 J -i/ c•. FOR APPROVAL DART III 11-1, 1 NFE: 1-11 III IIFE1 PET A OR APPROVAL 7, TO OF I CHAT JlJNHCN SECRET A' THE COAL ET P RAN CA AA DEAN yyI E GULF AT A T ARE -DIRECTED TO A. 2 OTHER A 4_ AN .. _ P PA. of R AN PANT CONCRETE BLACK AFTER °o C Na AT ASPHALT mwTOrvs STANDARD SIDEWALK UNDERDRAINI yffT CIA C � A TF15 CITRIC TO GL IF t7LA STAN PJaXT „u;w n<n c MAJOR AREA xc.e.n GUT—EA x'., A v OPEN CRAIN s HE T( A HAVE PL .. Pt. o< N LONGITUDINAL PERFORATED PIPE ON 10 CHAIN NON-PERFORATED PIPE FOR USE UNDER uuP w, O COMMERCl/4 ENTRANCES AND FOR OUTLETS OUTLET PIPE HE ASIA Y COMPACT BY I HE ER COUNTY ARE � OF DID SON 40 GALVANZED STEEL PPE B OR APPROVAL FAR ' S O ANTED OSHA YELLOW FILLED "iK III F= „' L�ciclE��� lclul mm �� IOC W T CONCRETE T LJII YILr1lll„mlli IN xx Tr_TD. ACCORDING TO AEG _ CAR A .3 J -i/ c•. FOR APPROVAL DART 10 CHAIN NON-PERFORATED PIPE FOR USE UNDER uuP w, O COMMERCl/4 ENTRANCES AND FOR OUTLETS OUTLET PIPE ,w1s 1215 VIA hl RAN NA A I' T T FT. DETAMS C SQUARE CORNERS J Al 110f ACHBT 2A % 2" 1A RANGE CALVE111TED STEEL POST ROD RETIRED RGLT OR BIG DRIVE RIVETS —SHEANDAI LINES_ 4.114 % 2 114 12 GAGE GALVEN2EO. STEE6 BASE 3C" PasT AT - I EI THREI FAR 2- AWSPETE TO SEE PALMS NOTES AT F CAST CAS N R4a' THIS AREA lit I FROBARAT BE OR AAII"RBU MK L191N,. BE B R B (UNREST cmR To ROSS ANX =7 R 4 �NG6 . E TDiD 11¢01 O POF � m� m OF N10WIBLE p IA FOR THE MO eOF P 7 OR 5. MANUAL NAME AFFEENINK SOCKIN M XRGAN INS SINI Imo. X ME SIMMONS() R TO S BEEN NGE 051M E; B EN M6TO aE�R A. T. SPENT COMBINATION N TI CM AND GVITER R NEAR. THE TwF �� NR. O/HI M MG M R M4�OTRATm ON COMBINATION 4" CURB AND GUTTER VMS" RPAi W OF 1NNLWRFAR'NI SECTION A -A yyyySO c N ra PLAa JJ BORES NA CROUP EE EE W RLG aCENARR iIiWN 12 FF . THE III OF M�T sNEfi Sven S � B TO IF WI S�Y AN v-Sa wcnrzN WTmw B REr pl s.4¢ svtu NOT BE LccATm HTM MY MEiC � BOTTOM OARA CR GREATER. 2. THE COST OF THE NAP I �� I ARE IMAND OF M STRICNRE 3. ANCEAR �S ARE TO pE BAS OF STINCTUE TO TIRE FPS � TOE /ECEPID ACCtltlXRT. Y OF CASfmiX -RY2 BE REC.19T. CADIREPVCE CNNLAETE TO BE 4. R�a"YS AS ww BEA�RESENST °x"aAAN`PTN m. nEx'GRAwc OFTESE. TO SEE IN A ES MNl W T E N.CE4 OPENING OFF AT AS LERN TRIM TP N6 WOTX BS 'Asr.woreos TYPICAL CONCRETE We mw MlE MANHOLES SECTION B -B TRUNCATED DOME A. STAY A ALPHA 4 121 MAX, A 121 ANCE. M. u BACKGROUND WHITE TYPICAL AT ALL ADA SPACES -IT HAS SIGN TYPICAL AT ALL A AS NDII � ' OC SSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT AOA ACCEMPLARALE GUDELNES ADA ACCESSIB o,LRAIIII'DI?TAIL NO Of THE RR M NODE N 2MIN CLEARIDNE THE T. s TOURER �(TYR, IT a RFI �N n III �I� r - I II N a - P BEFORE HAS 4 III ,,.III uIH� $ w 02 �r m m R �F 1 D° COMPACTED GRADE (P PYET GEOTFCHNICAL REPORT) THICK, COMPACTED STONE BASE TwEz A MISS a 5 �N C CC ttP. TYPICAL PRECAST UNIT � D uU O RUN, F CAACER MIT SUFFIX SPACE STATE QUITE NUA SIRE] NAME SPACE O 1 D FEE U1 SL NOT IIII . _ EXPANSION JOOUTS ANNA GE PREMOLDLO BT MATERIAL SHALL BE INSTALLED AT 30 INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO STEARNS WIDTH CONCRETE SIDEiYALK DETAIL NO JYJAAIE PENALTY SIGN CLIFF WORDING AS REQUIRED BY STATE OR LOCAL NW HE DATE COMPACT BY �E ER COUNTY ARE � OF DID SON 40 GALVANZED STEEL PPE B OR APPROVAL FAR ' S O ANTED OSHA YELLOW FILLED "iK III F= „' L�ciclE��� lclul mm �� IOC W T CONCRETE T LJII YILr1lll„mlli IN ,w1s 1215 VIA hl RAN NA A I' T T FT. DETAMS C SQUARE CORNERS J Al 110f ACHBT 2A % 2" 1A RANGE CALVE111TED STEEL POST ROD RETIRED RGLT OR BIG DRIVE RIVETS —SHEANDAI LINES_ 4.114 % 2 114 12 GAGE GALVEN2EO. STEE6 BASE 3C" PasT AT - I EI THREI FAR 2- AWSPETE TO SEE PALMS NOTES AT F CAST CAS N R4a' THIS AREA lit I FROBARAT BE OR AAII"RBU MK L191N,. BE B R B (UNREST cmR To ROSS ANX =7 R 4 �NG6 . E TDiD 11¢01 O POF � m� m OF N10WIBLE p IA FOR THE MO eOF P 7 OR 5. MANUAL NAME AFFEENINK SOCKIN M XRGAN INS SINI Imo. X ME SIMMONS() R TO S BEEN NGE 051M E; B EN M6TO aE�R A. T. SPENT COMBINATION N TI CM AND GVITER R NEAR. THE TwF �� NR. O/HI M MG M R M4�OTRATm ON COMBINATION 4" CURB AND GUTTER VMS" RPAi W OF 1NNLWRFAR'NI SECTION A -A yyyySO c N ra PLAa JJ BORES NA CROUP EE EE W RLG aCENARR iIiWN 12 FF . THE III OF M�T sNEfi Sven S � B TO IF WI S�Y AN v-Sa wcnrzN WTmw B REr pl s.4¢ svtu NOT BE LccATm HTM MY MEiC � BOTTOM OARA CR GREATER. 2. THE COST OF THE NAP I �� I ARE IMAND OF M STRICNRE 3. ANCEAR �S ARE TO pE BAS OF STINCTUE TO TIRE FPS � TOE /ECEPID ACCtltlXRT. Y OF CASfmiX -RY2 BE REC.19T. CADIREPVCE CNNLAETE TO BE 4. R�a"YS AS ww BEA�RESENST °x"aAAN`PTN m. nEx'GRAwc OFTESE. TO SEE IN A ES MNl W T E N.CE4 OPENING OFF AT AS LERN TRIM TP N6 WOTX BS 'Asr.woreos TYPICAL CONCRETE We mw MlE MANHOLES SECTION B -B TRUNCATED DOME A. STAY A ALPHA 4 121 MAX, A 121 ANCE. M. u BACKGROUND WHITE TYPICAL AT ALL ADA SPACES -IT HAS SIGN TYPICAL AT ALL A AS NDII � ' OC SSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT AOA ACCEMPLARALE GUDELNES ADA ACCESSIB o,LRAIIII'DI?TAIL NO Of THE RR M NODE N 2MIN CLEARIDNE THE T. s TOURER �(TYR, IT a RFI �N n III �I� r - I II N a - P BEFORE HAS 4 III ,,.III uIH� $ w 02 �r m m R �F 1 D° COMPACTED GRADE (P PYET GEOTFCHNICAL REPORT) THICK, COMPACTED STONE BASE TwEz A MISS a 5 �N C CC ttP. TYPICAL PRECAST UNIT � D uU O RUN, F CAACER MIT SUFFIX SPACE STATE QUITE NUA SIRE] NAME SPACE O 1 D FEE U1 SL NOT IIII . _ EXPANSION JOOUTS ANNA GE PREMOLDLO BT MATERIAL SHALL BE INSTALLED AT 30 INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO STEARNS WIDTH CONCRETE SIDEiYALK DETAIL NO JYJAAIE PENALTY SIGN CLIFF WORDING AS REQUIRED BY STATE OR LOCAL NW HE DATE COMPACT BY FR LIP_ ER COUNTY ALL DID SON 40 GALVANZED STEEL PPE B OR APPROVAL FAR ' S O ANTED OSHA YELLOW FILLED "iK III F= „' L�ciclE��� lclul mm �� IOC W T CONCRETE T LJII YILr1lll„mlli IN xx Tr_TD. ACCORDING TO AEG _ CAR A .3 J -i/ c•. FOR APPROVAL DART III 11-1, 1 NFE: 1-11 III IIFE1 03,1215 OR APPROVAL GULF 7 RAN CA AA DEAN yyI FOR APPROVAL GULF _ N' I AN P PA. of R AN PANT CONCRETE BLACK AFTER °o Na AT ASPHALT mwTOrvs STANDARD SIDEWALK UNDERDRAINI yffT �Ll �auR �000PS CONCRETE ,w1s 1215 VIA hl RAN NA A I' T T FT. DETAMS C SQUARE CORNERS J Al 110f ACHBT 2A % 2" 1A RANGE CALVE111TED STEEL POST ROD RETIRED RGLT OR BIG DRIVE RIVETS —SHEANDAI LINES_ 4.114 % 2 114 12 GAGE GALVEN2EO. STEE6 BASE 3C" PasT AT - I EI THREI FAR 2- AWSPETE TO SEE PALMS NOTES AT F CAST CAS N R4a' THIS AREA lit I FROBARAT BE OR AAII"RBU MK L191N,. BE B R B (UNREST cmR To ROSS ANX =7 R 4 �NG6 . E TDiD 11¢01 O POF � m� m OF N10WIBLE p IA FOR THE MO eOF P 7 OR 5. MANUAL NAME AFFEENINK SOCKIN M XRGAN INS SINI Imo. X ME SIMMONS() R TO S BEEN NGE 051M E; B EN M6TO aE�R A. T. SPENT COMBINATION N TI CM AND GVITER R NEAR. THE TwF �� NR. O/HI M MG M R M4�OTRATm ON COMBINATION 4" CURB AND GUTTER VMS" RPAi W OF 1NNLWRFAR'NI SECTION A -A yyyySO c N ra PLAa JJ BORES NA CROUP EE EE W RLG aCENARR iIiWN 12 FF . THE III OF M�T sNEfi Sven S � B TO IF WI S�Y AN v-Sa wcnrzN WTmw B REr pl s.4¢ svtu NOT BE LccATm HTM MY MEiC � BOTTOM OARA CR GREATER. 2. THE COST OF THE NAP I �� I ARE IMAND OF M STRICNRE 3. ANCEAR �S ARE TO pE BAS OF STINCTUE TO TIRE FPS � TOE /ECEPID ACCtltlXRT. Y OF CASfmiX -RY2 BE REC.19T. CADIREPVCE CNNLAETE TO BE 4. R�a"YS AS ww BEA�RESENST °x"aAAN`PTN m. nEx'GRAwc OFTESE. TO SEE IN A ES MNl W T E N.CE4 OPENING OFF AT AS LERN TRIM TP N6 WOTX BS 'Asr.woreos TYPICAL CONCRETE We mw MlE MANHOLES SECTION B -B TRUNCATED DOME A. STAY A ALPHA 4 121 MAX, A 121 ANCE. M. u BACKGROUND WHITE TYPICAL AT ALL ADA SPACES -IT HAS SIGN TYPICAL AT ALL A AS NDII � ' OC SSIBLE RAMP CONSTRUCTION SHALL CONFORM TO CURRENT AOA ACCEMPLARALE GUDELNES ADA ACCESSIB o,LRAIIII'DI?TAIL NO Of THE RR M NODE N 2MIN CLEARIDNE THE T. s TOURER �(TYR, IT a RFI �N n III �I� r - I II N a - P BEFORE HAS 4 III ,,.III uIH� $ w 02 �r m m R �F 1 D° COMPACTED GRADE (P PYET GEOTFCHNICAL REPORT) THICK, COMPACTED STONE BASE TwEz A MISS a 5 �N C CC ttP. TYPICAL PRECAST UNIT � D uU O RUN, F CAACER MIT SUFFIX SPACE STATE QUITE NUA SIRE] NAME SPACE O 1 D FEE U1 SL NOT IIII . _ EXPANSION JOOUTS ANNA GE PREMOLDLO BT MATERIAL SHALL BE INSTALLED AT 30 INTERVALS, CRACK CONTROL JOINTS TO BE SPACED AT INTERVALS EQUAL TO STEARNS WIDTH CONCRETE SIDEiYALK DETAIL NO JYJAAIE PENALTY SIGN CLIFF WORDING AS REQUIRED BY STATE OR LOCAL NW nt—m� III IIFTIT III IR III III] °Y�� I I 1uC71 =1 IL= I�I�l�l�l � I lC�jj —� TCICI NOTE. ONE AT EACH ADA SPACE WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE PONT WITH SIGNS MOUNTED BOTH SIDES )].LARD MOti NTED ADA PARKING SIGN du s W z s9 W .® aA AS _ e ^ . F 00, SHE LAU I, A OSHA ZI O v ♦ F# AT z �W A, ;xe IT Ad A Ad SO AT E 1 � 3, xc4,LSOAVrS HE DATE COMPACT BY ER COUNTY ALL DID SON 40 GALVANZED STEEL PPE B OR APPROVAL FAR S O ANTED OSHA YELLOW FILLED "iK III F= „' L�ciclE��� lclul mm �� IOC W T CONCRETE III I —III III LJII YILr1lll„mlli IN 1 HERE 14 FOR APPROVAL DART III 11-1, 1 NFE: 1-11 III IIFE1 03,1215 OR APPROVAL GULF 7 RAN FOR APPROVAL DEAN yyI FOR APPROVAL GULF AN AN PANT CONCRETE BLACK AFTER °o Na AT ASPHALT mwTOrvs �Ll �auR �000PS CONCRETE nt—m� III IIFTIT III IR III III] °Y�� I I 1uC71 =1 IL= I�I�l�l�l � I lC�jj —� TCICI NOTE. ONE AT EACH ADA SPACE WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE PONT WITH SIGNS MOUNTED BOTH SIDES )].LARD MOti NTED ADA PARKING SIGN du s W z s9 W .® aA AS _ e ^ . F 00, SHE LAU I, A OSHA ZI O v ♦ F# AT z �W A, ;xe IT Ad A Ad SO AT E 1 � 3, xc4,LSOAVrS HE DATE COMPACT BY ER COUNTY ALL l Ill Ill `III l il IEIEIF11 B OR APPROVAL FAR n "iK III F= „' L�ciclE��� lclul mm �� IOC A III I —III III LJII YILr1lll„mlli IN 1 HERE 14 FOR APPROVAL DART III 11-1, 1 NFE: 1-11 III IIFE1 03,1215 OR APPROVAL GULF 7 03 VAR 15 nt—m� III IIFTIT III IR III III] °Y�� I I 1uC71 =1 IL= I�I�l�l�l � I lC�jj —� TCICI NOTE. ONE AT EACH ADA SPACE WHERE ADA SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE PONT WITH SIGNS MOUNTED BOTH SIDES )].LARD MOti NTED ADA PARKING SIGN du s W z s9 W .® aA AS _ e ^ . F 00, SHE LAU I, A OSHA ZI O v ♦ F# AT z �W A, ;xe IT Ad A Ad SO AT E 1 � 3, xc4,LSOAVrS HE DATE COMPACT BY ER COUNTY ALL B OR APPROVAL FAR n FOR APPROVAL DUN IOC COMME ry DHH 5 1 HERE 14 FOR APPROVAL DART 6 03,1215 OR APPROVAL GULF 7 03 VAR 15 FOR APPROVAL DEAN FOR APPROVAL GULF I J1 APPROVED FOR CONSTRUCTION PERFECT M V122001 DRAWN CHECKED Y LARGER KEDBY. DRH HAS IN SCALE'. AS NOTED CAD I.D SSD] PROJECT. ROAD IMPROVEMENT PLAN FOR— 5TH STREET STATION - ]B]ENT CREEK PARKWAY I OCA I RO N ok 6rre NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER 8NG2NE ER 8 BLAOKWELL PARK LANE, SUITE 20 WARRENTON, VIRGINIA 20186 EARN (540) 3494500 FBI (540) 3490321 DANIEL R. HINES LiD. No 043175 A 05/13/15 ON DETAILS SHEET NUMBER. 6C Ars EcuPSE Pear Xam.Nr1 GRADE uX C �i�� \ A . � E I .KVE BOX IT VAR P U. SOARED Of ADD NPRIBUT BLACK ABANDON uxMlsvRem Eurvm .HE WINE A n BE UNDISTALASED OUNCE CORE A I AM AN OF ON STONE A- NO INNER xrs FRE nc cOMPRE'sw iN/ra MAN WAVE OP Xs. uTRET SI So 2 POE ET. WIN NNXX N INrtwpt ONE HE PMRS SIYW BE B� AND RESPONSIBLE Of TIED ACCOUNT PUSH x VT EYAWTNC FARE LAMBENT. * HYPERVANTS DRAFT BE EAST IN 4 CUBIC FEET OF CRUSHED STORE ED MI VON DAIMLER BRUNEI OF E� RE �PED NM , A FOUNDER CAMPAM' Ert LOUIS. PoS+NVOPPMS as uexuT.1CNPN 617 JOHN C. RVPSWE ECLIPSE NO 2 POST FLUSHING HYDRANT RETS (NXID F)U LP' ION Mh1I 111 LOT KY I<UH JAIIOrl CALLED AL If AD EFAR;: IF NE, E FFF FILE I- O T r 'IDES , N 1 -Ol1Nf 1 FIT IP POOR SOII LIJIIIF LLII AONDII ON 7 EPA 71- LT IF Lill A OUST .. L A _— if u L- r - 1, T L - L 1I, -1 IRE HATE' IINF 1 .D1 LI II I H I I X I Al I TI E I, ART H L IF AT IRA UNI I III C, A S J f Ef REII E 3 t6 IF L E[ L :I I I I AT I ELL J_ E JLI ,, n., A:C. RU( CTI E IRON WATER PI ?E INSTALLATION A F31_DDING ZREF I IN 1 IF 11 A A FIE E- (�,P L TRIP i� TIPITLd LIFE HICPAVT E SFMRIY DETAIL. AIR R IF -FAIR L �r - L - x .L 'I w xL rE C.)NC.RETF THRUST FE OCKS IF r III I AN A IF Er - A. rli -,Y - I ILL I IN FII, IL If RE _L, i - Y1IICAL GATE FALVF AN 101 IN IN A .� N.ARE �: A m FINISHED GRADE AIR RELEASE VALVE BRASS OR BRONZE PIPE BRONZE GATE VALVE DRAIN TO GRADE F POSSIBL � - pIpg pppi5 p — 7— SOLID CEMENT BLOCKS RUSHED STONE COPPER• SOFT CORPORATION STOP NOTES' 1 A PRECAST MANHOLE MINE AND COVER 1NTH WATER CAST ON LID OR APPROVED EQUAL SHAD. BE ABED. 2) FOR WATERLESS SMALLER JAPAN 12' USE A 1' A.R.N. AND STANDS. FOR WATER LINES 12' AND LARGER USE 2' A.R.V. AND FITTINGS. 3) IN SENATORS WERE THE A R.V. ASSEMBLY CANNOT BE OFFSET FROM THE MAIN AN ADEOUAtE FORBEARER SHALL BE INSTALLED SO THE WATER LINE DOES NOT SUPPORT THE MANHOLE CONE. AIR RELEASE VALVE (ARV) NTS FIG, W-D FD-17 P4� FEE Z W W I. I E N W c OF IF ED SAM 1,SAAj I ED F� z LAIN z F AN pq� c. a k[ IN A- E0 AE AS e RLbRTOVS REV DATE CONSIDERED BY 1 5 15 14 ERCOONTY z 623,14 vAL MFR 3 a IF 11 FOR APPROVAL CRT 4 10,01 14 ounry C FAA PROVaL INN 6 call P 15 FOR APPROVAL DRH I N312A 16 FOR APPROVAL FAA 3 05 13115 FOR APPROVAL DRH I V1 ASHLAND IN IF EATTI IS THAI INEWROF If HE G ATE AA 1 AN ED 7 01 AMD TOO ON 77 RE 1 600 IV RACE APPROVED FOR CONSTRUCTION PROJECT ED V122001 DRAWN BY. LEE CRY DRH OATS CHECKED 11 URIC SCALE. AS NOTED CAD A D FEE oa5vr. ROAD IMPRON'EAlENT (PLAN TpR SEMI STRL<'L<'"I STATION = BENT CREEK PARKWAY EOCaLnoN OT SITIT NORTH OF 1 -64 BETWEEN 5TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA IMBOHLER E NC E x E eel xc BLACKWELL PARK LANE,3 WARRENTON, VIRGINIA BE PM1Ono= (540)34X,4500 DANIEL R. HINES TO No 043176 05/13/15 A'CES:� WATER IL E AILS SHEET NUMBER_ P,a e Bel ERWOROK TET RET �EVO FK � � 5O � A \ F TEL "I 91, \\ S \, FELL F\ e FIE �- I f BHODW R ROAD WORK AVON STREET � II II � � � � "��`° EXTENDED - DA OOIIMEM BY STATE ROUTE 942 COUNTY 2'I COAM N "' RCP. "°"'� , 62 53215 vO W 36613 __ —__ nPPHOVAL FPERCOUNTY N — ,�� � =' }s L� 5 10131 �z ,._ �L �r.=�• DRH OY121A APPROVAL DRH GOLD APPROVAL a FOR APPROVAL DRH :—. AJ- .L�! MAINTAINING TRAFFIC CONTROL BARRIER FROM FN AVON STREET EXTENDED. PROPP4FP TRAFFIC CONTROL SIGN PROP. NOW p PROP - RAMARRa -- E n 2 °2002 AS 423.53 - -- " 1 _ — 11 — gp� —b` •�: —350 350 �. im— M+ - - -rro —w ��A BJAt3L PLAT(C'aJ AS 67 _ IF AVON STREET E�'�VNDE STATE OUTE74� 'u ALL 1B ,R, —w Ham- -m D ROAD AD ADUYU E, S 9, 74PLdT(LI. WORK Ex RA P09TF.DSPE6D 4iMPA ��q0 M uR Z LET f J — 1 - -- - - PHASE I MAINTENANCE OF TRAFFIC PLAN ED z `g w� z FFI �e a z AIL w �6 �4 1 g a a RL61 10A5 DA OOIIMEM BY COUNTY 2'I COAM N "' LET 62 OR EFFECTUAL DEH &M1 V1r nPPHOVAL FPERCOUNTY 4 1WDVIA 5 10131 APPROVAL DRH OY121A APPROVAL DRH GOLD APPROVAL a FOR APPROVAL DRH :—. AJ- .L�! MAINTAINING TRAFFIC CONTROL BARRIER FROM ) DETAILS RATING IF OR ARRYNEANYTHEIFE IN IFIESTATTE I � ftano \\ APPROVED FOR ❑ I ONE UNE CONSTRUCTION f PEmecTNO wzz°H AVON STREET f / L CRUSHED D B °LPIG�c m RGAD w1FK 701 FEE A -LEAD CNmev, DRH EXTENIDED - END RGnD AR 13 STATE ROUTE 742 "'O"` PROPRnw- __ _-� DEEP. HOW. a SCALE RE S 32 °15'50 "W 366.13' _ I PROTECT �� 900 I 350' 350 - PPOP.FUGGER ROAD FOUNDER —� - • • L j T < \ \ / / L( •— STY PRFCP °E 1 E'.5/ IX — 1 l ll STREET S�1 SO PLAN tea` - -_mss •� ''rr � \ ... }}�'IP �" - AVONSTREETE E &DED STATE 2Op 'SE74 R, - 'JET PAT -- - ___AAA m� , _ STATION �. w -� W —fro- - ¢ €� - - - -- - w - WoRK. v. _ --- -P rpE 9, FrvL4s v i III OF camaes m m „_ _ END SIiP 4,P P PLAT C. - �'" BENT l[�'EETi A- -IN v fro PARKWAY _ 1 OCTAL ION OF61TE El NORTH OF 1 -64 BETWEEN A0AOE ,I n'' AVONSTREETETAND ED YIN FEET O \ '.. V6 w m HALBEMARLE MAGISTERIAL ®I le] ALBEMARLE COUNTY, VA LET R— T - - PHASE II MAINTENANCE OF TRAFFIC PLAN B OH LER PHASED. CONTRACTORTO SAWCVT EXIS71NO AVON STREET EXTENDED IN ORDER TO INSTALL PROPOSED WATERLINE CROSSING, AND TIE INTO EX CHINA WATERLINE RUNNING ALONG AVON ST EXTENDED. IMPROVEMENTS ALSO INCLUDE INSTALLING PROPOSED FEIC SIGNAL AND ACCOMPANYING SENSORS CONTRACTOR TO UTILIKENEWLY CONSTRUCTED ENTRANCE OF BENT CREEK PARKWAY G ROUTE TRAFFIC AROUND PROPOSED WORK AREA WITHIN AVON STREET, UTIUnNG FLAGGERE E m GE NEE e2 N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PIANO (540) 349 4500 Fax (541) 34 www.eO6lerEngineering.Sam FOREIGN 7v OF BARREL DETAILS U DANIELR.HINEEE>' '.q Lic. NO. 043176 yY; 05/13/15 ' `�4' 40NAl.iaG. SHEETTITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER 50 25 12 5 0 so 19A " -5D' LEGEND BASE PROPOSED WORK AREA CONTRACTOR TO INSTALL ALL IMPROVEMENTS ASSOCIATED WITH BEM CREEK PARKWAY WHILE :—. AJ- .L�! MAINTAINING TRAFFIC CONTROL BARRIER FROM AVON STREET EXTENDED. PROPP4FP TRAFFIC CONTROL SIGN ) DETAILS RATING IF OR ARRYNEANYTHEIFE IN IFIESTATTE I � ftano \\ APPROVED FOR ❑ I ONE UNE CONSTRUCTION f PEmecTNO wzz°H AVON STREET f / L CRUSHED D B °LPIG�c m RGAD w1FK 701 FEE A -LEAD CNmev, DRH EXTENIDED - END RGnD AR 13 STATE ROUTE 742 "'O"` PROPRnw- __ _-� DEEP. HOW. a SCALE RE S 32 °15'50 "W 366.13' _ I PROTECT �� 900 I 350' 350 - PPOP.FUGGER ROAD FOUNDER —� - • • L j T < \ \ / / L( •— STY PRFCP °E 1 E'.5/ IX — 1 l ll STREET S�1 SO PLAN tea` - -_mss •� ''rr � \ ... }}�'IP �" - AVONSTREETE E &DED STATE 2Op 'SE74 R, - 'JET PAT -- - ___AAA m� , _ STATION �. w -� W —fro- - ¢ €� - - - -- - w - WoRK. v. _ --- -P rpE 9, FrvL4s v i III OF camaes m m „_ _ END SIiP 4,P P PLAT C. - �'" BENT l[�'EETi A- -IN v fro PARKWAY _ 1 OCTAL ION OF61TE El NORTH OF 1 -64 BETWEEN A0AOE ,I n'' AVONSTREETETAND ED YIN FEET O \ '.. V6 w m HALBEMARLE MAGISTERIAL ®I le] ALBEMARLE COUNTY, VA LET R— T - - PHASE II MAINTENANCE OF TRAFFIC PLAN B OH LER PHASED. CONTRACTORTO SAWCVT EXIS71NO AVON STREET EXTENDED IN ORDER TO INSTALL PROPOSED WATERLINE CROSSING, AND TIE INTO EX CHINA WATERLINE RUNNING ALONG AVON ST EXTENDED. IMPROVEMENTS ALSO INCLUDE INSTALLING PROPOSED FEIC SIGNAL AND ACCOMPANYING SENSORS CONTRACTOR TO UTILIKENEWLY CONSTRUCTED ENTRANCE OF BENT CREEK PARKWAY G ROUTE TRAFFIC AROUND PROPOSED WORK AREA WITHIN AVON STREET, UTIUnNG FLAGGERE E m GE NEE e2 N 28 BLACKWELL PARK LANE, SUITE 201 WARRENTON, VIRGINIA 20186 PIANO (540) 349 4500 Fax (541) 34 www.eO6lerEngineering.Sam FOREIGN 7v OF BARREL DETAILS U DANIELR.HINEEE>' '.q Lic. NO. 043176 yY; 05/13/15 ' `�4' 40NAl.iaG. SHEETTITLE MAINTENANCE OF TRAFFIC PLAN SHEET NUMBER 50 25 12 5 0 so 19A " -5D' zqus amncn DoxI be' He PapcIn- Figure GHH. Work Beyond the Shoulder (TA -1) data See ratios BIT AvIn EN 1inane mehem6 11ihe symbol, aMbrl SIA coma used In on0sion Typical Application i Notts for Figure 6111 TE 6alApplication I Work 6eyand tire Shoulder Arenkipon (RNA. I If igfL ( r iseA s "Ede rood Uses J lJ gl I IV .. IHNellg kn uheeldaiet he pdenh Op m HER ROAD N 06K ATMA13 Ni thi anto b pW d A ARE II IA1 I !:e - h N SHOULDER WORK )LEAD 11 SHOULDER WORK E'e If A ardamis to Lis shoulder 1 The ROAD WORK AHEAD seen try a, d where the 4 p' h _:E ' 1 a belee more than 4 il behind th b. AN 15feet A ROD Thai Los deer md 4 For FLOA-I gout mintirst or Ontario Ir[ all and Y I g di may Ee eliminated it el le Do qcd ee l SE nlmqily onambei Team', 1U t 0, INNERU hl d . PE hadmi PAUL n� Lotus VAy he Used opplanho b l HIPO lv 'art,la, d b1g Actionm. ttm, lights . '- staeaa wee fi Vehicle hazaard inarefing signals; shelf net be used l WAd of the vehicle's houthembensity rotating, naanlnx, nn q,..rstrnbe lights. Poµ 61 AN AHN $q9 Fall.... Nme: Soo lot IN code boressr ONE Pa0e6118 Figure SEES. Work on the Shoulders ETA -3) a Ri Typical Application 3 Notes for Fegore 6H3 Typical Application Wort. on the Shoulders 2004 Atli.... J A.SI/O( /IDfR NORK_ g k i(h PI d A I (. ^da R, eh. 'nnA � dl..led or carol 1rw III J R. r Y' 1. Opt Thal k usyE WORK s may be a dofSHOULDFR WORR is ti s J. TbeyHOLLDLRWORh AHPAp g h d' yM d F d mthol It (111111, ON - M y II 'Erese tire, antoff Absence ONE pE Dencer in YEN Ai e _ a.'tod d -ouopv ro rnt E or Ides II i are. or ealvvisused lmlEaled rraxEU FE VVW crvaletl high lertbeY oodtoF Na h ol Osc l r,a..i or ! b Ig. ib is uaxd. s. ors M- d - nngsg'I' gbesed EOeuppl ina,Engl .lei rn lsyuNn- W.use'llmla=�- Imly plEls. smnaara.t A. vaae3u hazard ancri sipnaL shoo not be DnA lnsteudit( me Nahmm§ Mgb.mteoaug rotating. ..00long dr Wrg, resonate agree. a. seasheft Roved Shoulders limaring a width OF 9First or more are closm, 't least am aamnee Warning Ago shelf be a In as t ion, dombefinner govices shall 11, until to close the h la as znFe lodl ate the begmmim l the one eputxmnddirect aidiE t main wdlatn the trare ,..6 came. PAR, AD he IN ON SPAIN nee,w, I1,UA SRI T6m Fdm... Pu,(AAE Figure 9H,10. Lane Closure on aTwo -Lane Road Using Flaggers (TA-10) Note. 9al ran, :N for Me too T DANAII AT 1 119 r Typical Application 10 Paco AN 21119 Photo shisheirms, Figure 611-10—TA p 1 Application 10 L. n (Tr ure on a N L ne, Read Lsmg Elaggern Opholl L Pon 1 b And A'. Ones on 'REPAIR r('LLdWF)a A hem the flogger Be table "d tenometA team b I d si ni Aetna, p -once -.'6i I a addrisi Bm, mill k and lurChp READ File ROAD A01 Ai HEAD mid she CND ROAD WORK N. ONES be bjest do, on demon i- F M1 i IJ / I1' {. J II II fi re enar mNiy,ns. A FL PRLPAREPT SNP 11911 wpIle STILL to the e e, Gurdms i. An butAr SPAIN, Pl In To EPA, I, d. EYE .1 list' l HEAD ,T,ANlol plo I nuryurc a Lap. .. ..ol AD Verb aUCSd' i 'Cie odeq adc sl IIITP+ns yl _ 1,phow nI;ogr,d NED. standard- 5. At meet, liagger 4anedie Aaff be diumiswl d ps in uergencics. Grul E. THAN s«L J. Dh PRGPARl5D YO STOP VEIN rundle? 1 le papod BELPHIP des, one iro and flee ONE LANE ROAD end. 9. IVAN, a strade -'g BAN wichic opocenue, of l d if : nor d (her q n J ul halve* might n.Ml lll-q,d mu SPEC amn Ih o, Podded so that the I l PAN gmMe unn3 When gets, "v t l it 1 ON III F EL ( i Paroloplea sharldip, Awdi NO P Ole EA DopeOrl n Ohe wO be 91TF' ,,d_r . = IvuleA,D Llvur eprm'N e BID hand side Nerds, owned /mart, idFR NCd DENNIS [ onyi "do, 'nnh.ASd . O'BEETHEArs Pronauto anrhe nglo-Snn R l der mir DEAD pan. 10, LADA H or mmTVn .no mrembr mmmpmn m li6w mfl nemdpALPHA, onald AN EYE ISRAI DO Varyp elon, ©p IL A ftimmir or A mr6nvnl Ave mfmttmnn ON Am ml, be had at LED Rame Ationag to mialli she prommic Had Stands, to -topped Is orin 15 feet AT th , cocAn U mormand from bmn enk, nr me Ii m l,- ED z 11111w as r a_ z w w 3rd IT z €" M0 z A .. caw e H IF T ED IT A a° — s ENDS ISIODIF RE COMMEN 2 1 A 6 5 1Os1e5 R a 1114 , 4 A RCi wOOUNT. aRl UMMENOR FORA PROVAL ART 3 BEATA F09 APPROVAL ORF OHN V ART 1M COIMENTS 5 TORC14 FOR PPROVAI ART 00n215 FOR APPROVAL ART ANY Rbne POP APPROVAL ART ,,3115 FOR APPROVAL DRI V, ease IXFAUES DEAD 'is 0 ADH PEP SON DID"' 'A T APPROVED FOR CONSTRUCTION PRO.ECTDo V Coo CHECK DV Ip2LEH DRAWN cNEO fiv. onP 6CAL SEA ROAD IMPROVEMENT PLAN oLa 5TH STREET STATION — BENT CREEK sD�t A'�.KNVAY I OCAIFOS OF S rTe NORTH OF 1 -64 BETWEEN 6TH STREET AND AVON STREET EXTENDED SCOTTSVILLE MAGISTERIAL ALBEMARLE COUNTY, VA BOHLER ENQnNEE E LACKWELL PARK LANE, SUITE WARRENTON, VIRGINIA 30166 Phony (540) OEUNDO Fe, I640) 30.40av DANIEL R. HINES HE No 043176 N 05/13/15 .MAINTENANCE OF TEREENN ^T� I'LAN SHEET NUeeaEU: 19B