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HomeMy WebLinkAboutWPO201600006 Plan - VSMP WPO VSMP 2016-02-0200 As � N-1 rim -AN IT � � 10 N)N M E ON I R011wona MPLA ` l') A f% f�o u 1. i—\ i v i r,.� i N L: r L.P, U, U U *11 _F/-\lNDARD P[OECT LEGEND: ABBRE0lATIO0& � —------VV-------PROP]SEDYVATERL!NE =� BK4 �ENCH��RK z CC CENTERTOCENTER -~------���-------PROPOSED SEWER LINE CG CURB &CRUTTER -----'-FK8-------- -- PROPOSED FORCE MAIN CL 0ENTERL|NE CMP CORRUGATEDMETAL P\PE ------TELE------ PROPOSEOTELEpHONE CONIC CONCRETE ----~-ELE�—~----PROPOSED OVERHEAD POVVER D| DUCTILE |R8NPIPE A DEL C[ pR(}p{}SEDUNDER{�ROUNDpOVVER E8K4T lEA8Ek4ENT ------GA�------- PROPOSED GAS LINE EP EDGE OF PAVEMENT �o ELEV |ELE\A-F|ON ---GEOTHER�WAL�—' PROP[)SEDGEOTHER|NALL|NE Eyy |ENDyy/\LL PROPOSED STEAM LINE EX EXISTING FES |FL4REOEND SECTION ----- CO��---- PROPO9EDCO��UN|CAJ|0N8 L|NE FF FINISH FLOOR EXlST}NG3TORK�GEVVEB FH \F\REHYDRAN7 �2 �N FM �FORCEK4A|N PROPOSED STORM SEWER (NV |INVERT P4 EXISTING VVATERGATEVALVE L |LENGTH � LF /L|NE/BFEET 14 PROPOSED VY�FER8A�[EVALVE K8H KAANHOLE AIR HELEASEVALXE NTS )NOTT0 SCALE N/F |NOVVORFORKJ[RLY -�-+ ^� E X\ST|NBFIRE HYDRANT 0C ONCENTER -�� PROPDSED F|REHYDRANT PL PROPERTYL|NE T PROP PHDPOSED go VVATER METER PC POINT OFCURVATURE J" TEE PCC PO|NTOFCO��POUNDCURV/��URE ' PCTC POINT OFCURV/-\TURETOP OF CURB +�+ + WATER MAIN CROSS P| POINT OF INTERSECTION VVATERy�A|NREDUCER PRC POINT OFREVERSE CURVE PT POINT DFTANGENCY —� V&All'ERK41A|NPDUG PVC POINT OFVERT|CLECURVATURE EX|ST|N[�SAN|TARYK�ANHOLE pV! P0NTOFVERT}CLEINTERSECTION - PROPOSED PVT POINT OFVERT}CLETAN{�ENT ~� PVk4T PAVEMENT � 3AN|TARYGEVVER CLEANOUT R RADIUS EXISTINGTURE REINFORCED CONCRETE PIPE RD ROOF DRAIN PROPOSED DR/\|NAG.ESTRUCTURE ROW RIGHT-OF-WAY COMN--�� COMMUNICATION PULLBOX R/VV R|GHT-DF-V�Y SCH SCHEDULE CUK4K�--U� CONIK]UN|CAT|ONSK4ANHQLE/HANDHOLE 3EVV SAN |TARYSEWER ELEC—'-N 'ELECTRICAL POWER MA@HOLE/HANDH<]LE SS SANITARY SEWER STA STATION m-�—1 SITE L!BHT|NG 5TD STANDARD —��- UTILITY 2TR STRUCTURE SVVKj STORMVVATERkJANA(3EMENT --- --/400—�- --- EX!STIN8CONTOURS VVK4 WATER MAIN ---- PROPOSED CONTOURS TB&J TEINPORARY BENCH MARK TYP TYPICAL ===== === --- --- --- ==' EXISTING, --- F/C FACEOFCURB PRO? OSEBCURB &GUTTER E/S SPOT SHOT T/C TOP OFCUR8 REVERSE CURB&GUTTER T/G TOP {3FGRADE FENCE/GUARDRAIL TIP FOP DFP/Y/EK4E0T T/3 TOP OF0DEVVALK —�' SIGN T/VV TOP OF WALL STEAM LINE GRATE B/W BOTTOM OF�NALL FOR FOOTCANDLE RADIUS `= BENCHK�ARK VV/ VV\TH NOTE: Co CLEAN OUT 1 ANY GYK4BQLNOTCALLED OUT IN LEGEND WILL BEL4BELEDONPL/4N. 2.NOTALL SYNBOL3iNLEGEND APPLY TO THIS PLAN. 3AN��|NFRONT OFANY DDL[FYLINE TYPE INDICATES EXISTING. RESPONSIBLE LAND DISTURBER: ^ NAME: CERT#�__ I /A_ L A il NLA NAA` z _A� t h � L Vj� u 1,74 F y �J I L b N A v VICINITYMND 1» = 300, ��\ LAN PREPARED BY. � /A � � ���� r~�8 �� �������/�| ��X V����� ��»��K_�U^���o�~K�\ /U�_% ��| � ^ / x������ � ��� � ^_x o K ~ ���~a � I \ n ~�� � o ��~~~ N] ^ DAN ICE �� K�|�`L]/\[�| [] [_ �i��\~,| . ���\i�KL.L. y�. |N|�/||��L_�_/ |- .L_. 3231PEOPLES DRIVE HARR/S[)N[r.3i1RG, VIRGINIA 22801 T���P��()��[�(�4[A��4-����0��/������-6365 FAX/54O\/432_0685 WyVVV.VA[LPYESP.C(}1VI v�l��!�� �����"������ /�Y��|����� � J��!`��_�� / ���_\/��U � ��~���� / \ /\~���� } /~�t ^ \ ' �|~�.� ��� � � �� 7"�~3�0 � �� ��~�������� �| | { �~��~l�� � U�� � y�`�~��� (������� � K���� ,U���������~����� ���� �—Y� ������ k ��� U�|KJ ��Ur�� | ||�U|V|, L/| {�-(Y| 50OMARTHA jEFFERS0KJDRIVE C ,HAALOTTESV|LiE.VIRGiNA 22911 (434)654-7A38 MRnPATZ@SENTAR/\.C[lM []-`/~\ |ET"T' D|RECTy-\RY COK/IMUNOYDEVELOPMENT MARK GRAHAM DIRECTOR OFCOKAK'lUN|TYDEVELOPK4ENT 4O1K4C|NT|REROAD NORTH WING CHARLOTTE3V|LLE,KA22QO2 (434k[ 296-5032 ZOGINGADNI|N|STR/Al]R AKJIEL|AKJcCULLEY DIRECTOR OF ZONING �01KAdNT|REROAD NORTH WING CHARLOTTESVILLE VA22QO2 (434(2Q8-5832 PUBLIC WORKS DEPARTMENT &4|CHAELFRE|l)\S CHIEF OFPUBLIC WORKS 401 Mc|NT|REROAD CHARLOTTESVILLE, VA22gO2 (434) 293-0294 EROSION & SEDIMENT CONTRDLAOIM!\N\STRATOR ANDREW LDVVE ENV! RONINENTALCOMPLIANCE MANA�GER 401 MC|NT|REROAD CHARLOTTESVILLE, VA22QO2 283-O2Q4 ASSISTANT FIRE CH\EF DANEG6LESTON d,8087AOECDACHROAD CHARLOTTEGV|LL4.VA22QO2 (434r) 972-4 123 /UbmnmideCounty Engineering Services � � J0ELr,)ENUNZO.P.E CHARLO-ITESVILLE 701VQ0TVYAY C||ARLO17ESV|LLE'VA22911 (434) 293-00-1-1 VIRGINIA DEPARTMENT OF HEALTH -DRINKING WATER _TE, ',LBEMARLE HEALTH! DISTRIC',T 1138ROSE HILL DRIVE CHARLOTTESVILLE, VA22DO3 (434}972'0200 VIRGINIA DEPARTMENTOF ENVIRON'lVrl-__NTAL QUALITY AMY THATCHER OWEINIS RE0ONAL0RECTDR 4411 EARL" -(ROAD HARRi�[)NBURG^�A228O1 (5,0)574-7800 TELECOk�K4UN}CAT|ON3�OK�RANY _ ~� 417WEST K4A|NSTREET CHARLDTTESViLLE.VA229O3 (434\ 270-0496 DOIJG BISHOP EETRICAL POWER COMPANY DOMINION -VIRGINIA POWER 2TECHNDLOGYDR|VE STAUNTON.VA244O1 (540)282-4534 SHEET INDEX PAGE DESCRIFHONI C0.01 TITLESHEET C-1.01 GENERAL NOTES C2,01 EXISTING CONDITIONS C3.01 EROSION &,SEDIMENT CONTROL NOTES & DETAILS C3,02 EROF>ION&SEDIMENI,-COI\I-!-ROI,-&GF�ADINGPI-A�\1 � � by the Alherfl0rle, County COMMUNK nt D6,rtment Dato Lo ile �Ji � REVIS1[]1\1S: DATE: 01/91/2016 PROJECT l\,Io,:1D771-5 SCAILE: 1«==3O0' SAE ETKJO.� '0'1 � � =� z mc� � � � C[ - -J - � 51 �o {]Cc S u��iL �2 �N q� � Z�� g � REVIS1[]1\1S: DATE: 01/91/2016 PROJECT l\,Io,:1D771-5 SCAILE: 1«==3O0' SAE ETKJO.� '0'1 8. ASEPARATE S|GNPERkX|T0XLLBEREOU|RB]FOR ALLfS3|GNAGEWITHIN THE 8UBDK4SK]NAND [T|GTHE RE3PON3|B|U7YOFTHEOWNER TOOBTAIN THIS OOCUKJENT. 10. ALL D|MENS|DNS5HOWN ONTHESLT. PLANSARETOTHEFAC EOFTHEBUiLID |NB.BA[KOFCURB ORTHE EDGEOFTHE PAVEk4ENT ] UNLES3DTHERVV!3EREFER[NCEO 11, WORK ONTHi3PROJECT SHALL C[}NFDR11vI TOTHELATE8TED0ONS{}FTHEC0UNTYDESIGN AND CDNSTRUC�DNSTANDARDS MANUAL, THE VIRGINIA OEPARTIvIENTOFTRANSPORTATION (VOOT ROAD AND BRIDGE STANDARDS, THE VDOTROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS, |NTHE EVENT DFCONFLICT BETWEEN 6&1Y 0-F -1-HESSE STANDARDS, SPECIFICATIONS, OR P'l_AINS, THE MOST STRINIGEi'\1TWILL GOVIERIN, ALLUT|L|T|E5TOBE DEO|CATEDTOANYk/IUN|C|PALVV/T[ERAND/ORSAN|TARYSEYVERSYSTEK43HALLBECDNSTRUCTEDANOTESTEDTOCONFORK4TOTHE C[)KAk8ONVVEA|IHDFV|R|N|A3TATEBOAR OOFHEALTHANOTHECOU NTYDE3\BNAND("'ONSTRUCT|ONMAN UAL 12�PR|[)RTDTHECOW1��ENCE�WENTDFANYVVDRKONTH|SS|TE.THE�ONTRACTORSHALLNOTFYTHEAPPRQPRk\[E�GENC1E8AND SHALL |NSA4LLALLEROS|DNCONTROL k8EASURESAGSHOVVNQNTHEAPPROVEOCONSTRUCT|ON0OCU��ENlSREL�7|N{5�]TH|S PROJECT. 13�ER(}S0NAND3ED�K�ENTC0NTROLK4E�3URE8SHALLBEMANTNNEDC0�TNUOUS��RELO�ATB�VVHENANOASNECESSARYAGD SHALLBECHECKEDAFTEREVERYRAINFALL.SEEDEDABEASSHALL8ECHECKEDREGULARLYAND8HALLBEVVATERED.FEROUZED' RESEEDED AND K4ULCHEOASNECESS4RYT]OBTAIN AOENSESl-AND[}FGRASS, 14.00NTRA�TORSHALL BERESP{)NSIBLEFDRTHEC(]NTROLQFTHE CONS TRUC TQNACTN|T|EST8ENSURETHATSEDi��ENTSHALLNOT AFFE CT REGULATORY PROTECTED AREAS, REGARDLESS IF SEDIMENT TRANSPORT 13 BY AIR,VV -11-ER,, 09, A MYOTHERMEANS OF TRANSPORT. 1��CONTR�(]�ROHALLSCHEDULECONSTRUCT|ONACTN1llESSUCHTH�7O�TURBEOARE&SARELEFTUNSTABL�EDFURAk�(N|K4Uk4 AMUUNTOFTik4E8ER}RETHEYARECOVERED,PERMANENTLY{}RTEk4P[}RAR|LY8TAB|LiZED.ORD7R|ERVV3ES[AB|L|ZEOTUPREVENT Y EROSION 16, WHEN T11 --IE CRUSHED STONE CONISTRUCTION ENTRANCE HAS BEEN COVEIRIED'O/ITH SOIL OF HAS BEEN PUSHED INTOTHE SOIL BY 17�UPONCDKXPLETON(}F�DNSTRUCT|ONACTK/�|ESANDTHEESTA�L|�H��ENTDFAPPRDPRk�FE3TA�|L�/�lON.THECDNTRACTOR 3HALLkEy�DVEALLEROSION CONTROL K8EA8URESAND PROYOEANY ADD0DNALSTAB|L�/A�|ONk�EASURES.AND CLEAN ALL 3E0k1ENTAN�DEBR|SFRDKATHE SITE AND |WSTALLEDP\P|NG. � ^- 18.ANYURA|N(NLETS8HALLBEPRDTECTEDFRDN}S|LT/([0N.|NEFFECTNEPRUTECJiDNOEV|CESSHALLBEHEPLACEDANOTHE|NLET l CLEANED, FLUSHING \SNOT ANACCEPTABLE MEANS OFCLEANING. iQJHEU]CAT|ONOFEX|S7lNGUT|LIT|ESASSHOVVN.|8APPRDX|MATEONLY.THECONTRACTORi3RES|PON3IBLEFORVER|FY|NGTHE LOCAFON.3|ZE.ANDIMATERIALOFALLB0SONGU7lUT|ESPR|ORT0ORDEH|NGANYNEVYM/AERIALGRBJU!REOFDRUDLITY CONNECT0NG.ANY K4ATE8|ALGORDEREOPRIOR T{}FIELD VERlF|CAT|ON(]FEXISTING UT|L|T|E3SH/4LLBEATTHECONTRACTORSOWN 8!SK� THEC(]NTRACTORSH/\LLBERE8POHS|BLEFOR THE REP/AR.ATHIS ORHEREXPENSE.[)FALU-EX|GT|NGUT|L|T|ESDAMAGED DUR|NGCONSTRUCT|C}N fORTY-BGHTHOURS PR|[}RTOANY EXCA\4\T|ONTHECONTRACTOR SHALL CALL MISS ;T|L|TY/([ i} 2O,COWTRACTDRSHALLREKIOVEAND PROPERTYDBPO3EOFANY MANMADE FEATURE VVRH\NTHE UK�D�OFTHEVVDRK|NCLUD|N{�.BUT NOTLiMKEOTO.8U|LJ]|NGG.STRUCTURES.PAVEMENT.SLAD3.CUB|M[S.FENCE3.L[OUTiES.ETC.UKULESS0THERVVSENOTEDONTHE APPROVE OORAVV|NGS. REMO\AAL.AND PROPERLYD|SP[)SAL . DFEXIS TING FEATURESGHALL EXTEKUDFROMUNDE8ANYPROP 0SED 0 8TRUCTUHEAO|8TANCEOF1O'BEYONDTHEPR0PDSEDBU|LO}NGFOOTPRINT.ORAWYOTHERBU|0]|NEFEATURE 21,EX|ST|NGUT|UllESSHALLBETERM|NATED|NACCOROANCEVVOHAWYAPPUCABLEREGULATDNAN|OBECOORO|NATEDVVTHTHE 22JHEO|SPOSALOF- ANY DEk4QUT0NDEBRIS �HALLBE|NACCORDANCE WITH ALL APPLICABLE REGULATONGAND BELEQALLY COMPLE-TED 11\1 AN AUTHORIZED DISPOSAL ARE: -A. 23.THEL|��DSQFDEk4OUTlONSHOWN ONTHEPLANS k�AY'ORMAYNOT.INCLUDE ALL REQUIRED OEK�{}��QN.THE CONTRACT OR|G RESPONS|BLEF[>RTHEU[O��ATEHE��OVALDFANYFE�TUREREC)U|R|NGREk4OVALFORTH|SPROJ|ECT.THE CONTRACT0R|S RE3PON3|BLEFOR THE|DENT|F|CAT0NOFEACH ANOEVERY |TEK4REQUIRING DEMOLITION PRIOR, ff0PRE8ENT!NGAF|NALBID TOTFIE PROJE�TOVVNERORREPRE3EN77�|VENOCLA|WSBYTHE�ONTRACTORFORADD|T0�ALD�K4DU|T|DNVV{}RKVV|LLBECONS0EHED. 24.UNLESSSPEQF{�ALLYPROV|DEO'THE ENGINEER HAGNOTPREPARED DE3|GNSR]8,AND SHALL HAVENORE3PON3BiLFFYFOR.THE PRESENCE.D|B"OVERY.REKAOVAL.ABATE MENTORDISPOSAL OFANY HAZARD(]U3IMATER|AL3.T0�<|CVWASTE.ORPOLLU77\NT3ATTHE PRDJECTSiTE.THEENB|NEERANDOWNER 8HALLNOT 8EHEGPON8|8LEF{}RANY���k4SOFLOO��'DAMAGE.EXPENE, DELAY, INJURY, ORDEATH AR|S|NGFRDK�THEPRE8ENCEOFHAZARDOU3k4ATER|ALS�|FFOUND.THECONTRACTOR8HALL|NDEk4N|FYAND HOLDHARKXLE3STHEEN8|NEERAND OVYNERFROkjANY CL4I��SK4AUE{NCONNECT|ONVV!THANY35U�Hk4ATERk\LTHEENG|NEER � SHALL HAVE NOADM|N|STRATVEDBUBAT0NSDFANYTYPE VV|THREGARD TOANY CONTRACT[)RAMENDMENT }NN]|'V|NGTHEISSUES � OFPRESE NCE, DISCOVERY, REK4OVAL.ABATEMENT ORDISPOSAL OFASBESTOS OROTHERHAZAR0OU3MATERIAL. 21,5.ALL UNDERGROUIND FACILITIES LOCATED Vk./ITHIN ANY HFIGHT-OF-WAY SHALL BEE: INSTALLED PRIOR T(0 TFE PLACEMENT Ol ANY PARTOF THEPAVEK8ENTSTRUCTURE. 2S]NSTALLAT|ONOFCDNCRETESTOR��PIPE SHALLBE|NCQNFDRK4ANCEVY|THVDOTSTANOARODRAWING p8-1. '-)7.ALL- MATfZ­RIALSUSI.'___D FOR FILL OR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDER,'S Olq ANY 0 [-HER NON -CDK�PACTABLES(]|LTYPE MATERIALS, UNSATISFACTORY MATERK\L8ALS(}|NCLUDEMANMADEF|�SAND REFU�EDEBRIS A � DER|VE: DFROK4/\NY3OURCE� 3��APRE-CON�TRUCT|DNCONFERENCE�HALLBEHELDPR|OATDTHE�FART0FCON3TRUCT[)N� THECONTRACTOA�HALLARRANBE THEMEEONGVV|THTHECUUNTYENG|NEERPR!ORTOTHE|SGUANCEOFANEARTHD|STURB|NGPERM|T 36.THEOVVNERSHALLP/\YALLVVATERANDSEVYERAVA|LA8|L[D'AMDCONNEC'IT­|(}NFEESA3REQU}REOBYTHEGOVERN|NG8DDYPR|DR -1-0 CONNECTION TO PROPOSED UTILITIES WITH EXISTING MAINS. 37THE OWNIER SHALL PROVIDE THIE BOND FOR AND BE THE RESPONS'IBLE PAPRTY 01N] THI:: EARTH DISTURBING PERMIT. 38. INSTALL. COUNTY S'll-ANDARD STREET CEN T ERU!',IE MONUL,,,/IE'N_I_S WHERE RE(DUIRED FOR NEW STREETS. 39,INSPECTORS, BTHER0��DR�Y��OR�H�WGJU0S0C�ON.������OR��RBE�R�OR8�K�� MATERIALS, REQUIRE UNDERCUTTI ING OR SUB -GRADE STABIL17ATION, iEnUI1R" PROVISIONS FOR SUB -DRAINAGE, OR REQUIRE OTHER �WEA3URESVVH|CHAFFECT THEiNTEGRffY(}FROADAND UTILITY CONST RU[�OON. FAILURE TOC(}K4PLYVV�HINSPECTORS D|RECTVES WILL BECAU8EFORNDN'ACCEPTANCEOFTHEFAC|LUY. 40, SAlSFACTORYMATERIALS FOR USE ASFILL RJRPUBLIC STREETS INCLUDE MATERIALS CLASSIFIED |NASTMD­248 AS GW, GP.GM. GC, SW, SP, 3IM.SC, ML' ANDCLGROUPS.THE MOISTURE CONTENTSHALLBECONTROLLED WITHIN PLUS OHNI|NUS2%OFTHE OFOMUK4-TO FACILITATE- COMPACTION. GENERALLY, MATER|ALS|NCLUDE�A7ER|ALS�LASS|F|ED|NASTk�D'2487AS PT.CH, MH, OL, OHAND ANY3OiLTOO VVETTOFAC|L|TATECOK�PACT|ON,CHAND K�HSOILS K�AYBEUSED SUBjECTTDAPPRDVALOF THEC{}UNTYENGINEER. SO|LSSHALLHAVE�MINIMUM DRY DENSITY OF 92{LB/CFPER ASTM O-0&GAND SHALLHAVE APLASTICITY INDEX LESS) THAT17. 41.PAVEMENT DESIGN BBASED UPON ASUBBRAOECBR OF3AND ANRFOF2. UPON BR|NG|NGTHESTREETSUBGRADETO I'd PPROXikX�TEELE\V\T|ON.THECONTRACTOR SHALL. COLLETAk4|N|MUK4[>F3SOIL 3ANIPLESFOR CBR DETERMINATION, TOBETAKEN ATAK�AX|K4UK4|NTERVALOF3OOFEETK4EASUREDALDNBTHESTREET�ENTERUNE THECBR DFEACH 3AIvIPLESHALL BEDETERMINED AND THEAVER/VC3ECBR SHALLBEUSED T0DETERK4|NETHE PAVEMENTSTR0CTURERE0U|RENENT3. THEPAVEKAENTIMATER{/\LSAND THEA�[>UNTTHEREOFASSHOVVNONTHETYP|��L3TREETSECTION i�AYEXEkJOD/F|ED8YTHEREGULT3OFTHESETESTS |N ACCORDANCE WITH COUNTSTANDAFiD;'_1') AND IF APPROVE___D BYTHEE COUNJ Y'ENGINEER, A COPY OF ALLSOILS TEST RESULTS SHALL BE 3UBk4|TTEDTOTHE�(JUNTYEN(]|NEERPR/{]RTOPLAC|NGANYBASEOHSU/B'BASEK4ATER/AL THIS WORK 3HALLNOT BEREOU|RED ONSTREETS CLASSIFIED A3LOCAL/SUBCLASS A. PAYING SEC TIONS SHALLNOT 8EREDUCED BELOW THECOUNTY'S MINIMUM 3ECT0NS. 42,CG-QBMOD|F|EDENTRANUESARE PERMITTED FOR S|NBLEFAMILY RES0ENCESASALIGNED |N3825�GOFTHECOUNT�S' DESIGN AND CONiSTRUCT101\1 STANDARDS MANUAL, 43, INSTALLATION OFANIY UTILITY IN AN -EXISTING STREET SHALLCOMPLYWITI-I DRAWING IA,PAGE 2-1 -A, CHAPTER 7 PFF TIHE CITY DESIGN AND C(}NSTRUCT0NSTANDAR[0MANUAL, ANOFURTHER WITH COUNTY FRENCH RESFORAT|ONSTANDAHOS.ACOPY OFWHICH ID' AVAILABLE FROM THE ENGINEER. 44.TESTPITSSHALLBEREOU|REDFORALLUOLITYCROSS|NG8|NV0[NNGGASUNES.WATERMANS12"|NDIAMEFBlANOLAHBER. SAN[[AFy/SEWER CROSSINGS, AND FIBER OP TIC UNES. 45. COMPACTION] TESTS FOR STREET PAVE1vIENTSTRUCTURE SHALL BE MADE. IN CUT AND FILL AREASATTHE FOLLOWING' MINIMUM FRBQUENC|ES: (A)SU8GRADE: 'ITEST PER LANE PER S"COiWPACTEOLIFT PER 5OUUNEARFEET. (B)3TONEBASE:1TEST PER LANE PER 8"COMPACTED LIF TPER 5ODLINEAR FEE- T. (C) HOT ASPHALTIC CONCRETLE: 'I FEST PER I_Y-�NE PER LIFT PER 500 L!NEAR FEET. 46. COMBINATION UNDERDRAINS, TYPE CD -11, SH A 1_1 BE INSTALLED AT THE LOOiER END OF TrIE CUT SECTIONS. UNDERDRAIN3.TYPE CD -2. SHALL BE I NS"I ALLED TH'E_ LOW POI NT OF- ALL VERTI(.'AL CURVES 47,STANDARD UD-1AND UD-31UNDERDRAINSSHALL BEINSTALLED WHERE |NQ|CATB]ONPLANS AND FURTHER VVHEREDETERMINED NECESSARY IN THE FIELD BY COUNTY INSPEC-11"ORS, 48�ANYSURVEYk8ONU[�ENTORPR{}PERTYCQRNERD|GTURBB]BYTHEC{NTB�CTORSHALL BEREPLACED BYALICENSED LAND SUHVEYORATTHECONTRACTOR'SEXPENSE. 4Q,PRIOR TDTHE START OFCONSTHUCDON.THE COINTRACTOR SHAIJ-VERIFY BNS-ONGELEVATIONS ATPAVEMENT INTERFACES AND PIPE DISCH A RGE LOCATIONSTO ENSURE Pr OPER TRANSITION BEPNE'EN EXISTING AND PROPOSED F A CILITIES. 50,S'YMBOLS AND LEGIE-'NDS OFPROJECT FE-AJURES ARIE.- GRAPHIC REPRESENTATIONS OF ' PROPOSED FEATURES AND ARE NOT NECES8AR|LYSCALED TOTHEIR ACTUAL O!�WENS0NSORU]CATON�,THE CUNT8ACTORSHALLREFER TOTHE DETAILS PROVIDED, K4ANUFA[�TURERO`L|TERATUHEG.SHOP DRAWING 3.ANDF|ELDK;EA8UREK4ENTSOFSUPPL|EDPRODUCTS FOR LAYOUT |NFDRK8AT|ON. 51 . CONTRACTOR SHALL NOT SOLE'". -LY RELY ON fEELE-CTRONIC COPIES OF THEFINAL DESIGN, S0PECIFICi,20_10NS, AND DATA 'ILES THAT ARE OBTAINED FROM THE ENGINEER, BUT SHALL VERIFY THE LOC"ATION OF ANY FEATURE IN AC-CORDANCE WITH PAPER COPIES OT-_ THE PLANS AND SPECIFICATIONS THAT ARE PART OFTHE- CONTRACTDOCUMENTS. 5ZFAILING !NCOMPLIANCE VVOl|LOCAL APPL�CABLEC[)OESHALLBEPROV1DEOONALLVVALKVVAYS, PORCHES, P/�[|OG.EOU|Pk4ENT PADS.AND5|N1/LARFEATURESALLOVVNGPEDESTR�f,,IACCE8SVVHERETHEHN|SH&URFACE|S3U|NCHESDRMOREMEA3URED VERTICALL"I"TO THE (L'IRADEATI ANY POINTWITHIN 36 INCHES MICAS[ RED HORIZON] LYTO THE EDGE OF"THE PROPOSED FEATURE, ° _r | c� | � | 7 | � � | ^ ^ � `' � ° | ' l `^ | J ALBEMARLECOUNTY, VA Li 10 � =9 GENERAL CONS I"RUC-TiON NOTES FOR STREET':- (Al-B""n-i�JIA�-,LE'-'OIJNTY,VII-IGINIP\) � � " -A-ANDSCAPE-D. 1 , ALI- AREAS NOT B U I ff OR PAVED UPON SHALL BE UPON RECOMMENDPirIONS OF- SOILS ENIGINEER AFTER 28, COMPAC HON OF FILL MATERIAL UNDER BUILDING SHALL- BE'BASfE, V_ 1 . CONSTRUC"! 101\1 INSPECTION OF ALL. PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE__ BY THE COUNTY. THE CONTF ), A � C TO R COMPLETION OF STANF) A RD PFIOCTOR, TEST I' 1`1D SHAI L MEET THE BEARING REQUIRENIENTS OF THE STRUCTUR,'Al ENGINEER FOR THE MUST NOTIFY THE DEPAR I -MEN -1- OF COMIMUNJITY D EVE LOPIM ONIT (296583211 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. Z THE'LOCATIONS, SIZE, AND TYPES OF EXISTING UT11 ITIES ARE SHOWN BASED UPON rREADILY AVA ILABIlf- lf\,I'-OR�\/]A'FION�/\NDA�l,.-SiiOWN OUILDING, THE CONI RAC-IFOR SHALL Bfr__ RES'PONSIBLIF-` FOR TIHETESJING, TRENCHES OF ANY OTHER DEPRESSIr IN REQUIRINIrl FILL OF 2, UPON CCIMPLE. DN OF -1 GRADING AND PRL.., R _TIC) F FIN, TAFATION OFTHE ROADBED SUBGRADE, THECONT, RAVDTOR SHALL. HAVE CBR TESTS AN APPROXINIA TE REPRESENTATION ONLY, Tl --IE: Ek ("41NEER, OWNER, OR ANY OTHER REPRESENTAJIVE HAVE NOT liwl\lf-)F--P--,'\l'")----Ni-fl-.Y. N' PERFORMED ON THESUBGRADE SOIL. I IHIREE (3'1 COPIES OF THE TEST RE_-�ULTS SIHALL BE SUBMITTED TO THE COUNT Y, IF A SUBGRADE 0� AS OR, IOINI FLY, VE'Rilir"IED 11'HIS INFO r_j M A 13 SHOWN OINTI-IEPLj\NS. T HE 1-11-111-11Y liNFORIVIA, 101\1 SHOWN DOES N01- GUARAIN I'EE THE ASTIVI D-698. -OB-'-Alr�-,"�\81-1"---,AiREVISEDIDAVEI\i"i'E-':N-F DESIGN SHI A `,LL -HE DE� F SOIL CBR OF 10 OR GRI AiFER ISi\10'I BE MADE BY 1 SIGN ENGINEER AND ATION j-\ Ar'TUAL EXISTENCE, '__1ERVICE1A1BILP`(, OR O-I"HER DATA CO1NCERi\flN(_`I 'ITIE UTILITIES, NOI`3 DOES IT GUARANTEE- AGAINIS"t THE POISSJBILITY - -1 HAJ'ADDITIONAL UTILITIES) MAY BE PRESEN'T THATPRE Nlc TSHOWN ON THE PLANS, PRIOR -10 ORDERING I'VIATERIAL0 i -I. BEG1�1!N11,\1G, O C} AGE A[ D PIPE DISCFAR(DIE MUST BEE RETAINED WITHIINI THE PUBLIC RIG' lT-OF-W,_"1Y OR WITI-IIN EASEMENTS PRIOR TC) - DE TERIVIINE THE EXACT LOCA1 IONS, SIZES, AND ELEE-MAVITONS OF THE POINT Of-' 29, MIA FERIALS USED TO CONSTRUCT- EMBAINKMENTS FO'R ANY PURPOSE, BAC"K FILL AROUND DjR`\INAGE S'­I_'_'UCTUR'_3 UTILITY r) 1z c. L_ e , c: 0 r_ ACCEPT ANCE BYTHE C OIJNTYPALL DRAINAG-E OUTFAJ I.- EASEN111ENTS A RETC BE EXTENDED TOA BOUNDARY LINE(DR A NATURAL EE CC) NS) I R UCTION, THE -CONTRACTOR SHALL VE-RIF"I'TIHE 7_11-7, I -I I' rr N"'HESOR ANY 01-H EIR DEPRESSION R EQ 1-1 IR 1 NG FILL I-) I-) nA 1/ T-11 OUA 1 1 Mr- r-­,f�,IPA TED TO 95% OF IMAXIMUIM DONSIT-Y L) CONNECTIONS TO EXISTING UTILITIES) AND SHALL. 11DONF-11--iM 1-d- THERE AREZ N(_.) lNTERF-EREENCES WITH E/v\1STIf,1G UTILITIES AND THE - "TANDARDPROCT RTE-'J-'-AS"E-,FFOR-1-�'�'l\�t AS FM STANDARD D-698, THE CON IRACTOR SHALL., PRIOR 1-0 ANY D ETERINIINED BYTHE 0 �) � If N D � PROPOSED UTILITYROUTES, INCLLIDINCI ROUTES'WITHIN A1\IY PUBLIC RIGHT -OFF -WAY. -TEST 4. GUARDRAIL LOCAJI01INS ARE PPROXIIN/IATE, EXACT I-EINtG-fl-1, LOCATION hNID API"ROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE PROCTOR OPLc:'r"iA'1-10i\ISINVOLV!f',]Glc�ILLINGORBAC,'KFII-..[-,I�,IG,�')�JB�vilT-FF-l'L-F'iEo�LJUFSOI-' r1L TO"'DiETHERWITH A CERTIFICATION X� THE TIMF'__ OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE RE()UIREE) Al- LOC/\TIONS NOTSHOWIN WHEN, IN -j"HE OPINION' OF THE 3. WHERE AND EXiS HNG UTILITY III FOUND TO CONFLIC" WI -11 -1 -11 -HE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER I 'ROM -I HE FROM THAT TI --IE SOIL. TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. THE TL_'S_FS SHALL BE CONDUCTED BY A -1 > COUNTY ENGINEER, OR DESIGNEE, I I 13 DEENIED NECESSARY. VVHEN GUARDRAIL 1"* REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET oo m �� CERTIFIED INIATERIALS ESTING LABORATORY AND TFIE CERTIFICPTj0INIS MADE BY A LICENISED PROFESSIONAL ENGINEE-F1 A A E '1'H[:_ LABORWI'ORY. 'I"HIE'CONTIF-3ACTOR IS) RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH T,HE-sf"_-, -r -n IEIR Cc z Tl- F UTILI-TY THIS liNIFORIVIATION SHALL BE PROVIDED, li\1 WRIT-ING., il"PRESSENTINIC" Ls, SEVEN (7) FEEET CT f -O THIE OV-,jNER'S TO DETERMINE CORHEC-11-IVE MEASURE:& ANYWORK COMPLETED BYTI­IE CONTRA OR PRIOR TO ISUBmi-I WHERE 'URBAN CROSS SECTIONS ARE INSTALLED, ALL. RESIDENTIAL- DRIVEWAY ENTRANCES SI-IALL CONF(DRIM TO VDOT 1_,G-9�b\, B OR C). I IN ANY CLAIM BYTI­IE CONTRACTOR 1',101- BEING CONSIDERED. -If 6. WHERE RURAL CROSS SE -3 ARE I NS r -k, -, - L_ SECTION,' `TA! I ED, ALI- RESIDEN FIAL DRIVEWA / ENTRANC'ES, SHIALL CONFORM TO VD01- STAr,,IDARD PE- 1. 30. EMBANKMENT FILL AND BACK 'FILL SHALL BE PLA("IED IN LIFTS) A A MAXIMUM UN-COMPACTI ED DEPTH OF 8- INCHES ANE) 6-INCHEs-, 7. COk/IPLIANCE WITH TIHE MINIMUM PAVE_f\11EI`AT WIDTH, S-r-IOULDIER WIDTH AND DITCI, 11 SECTIONIS, AS SHOWN 1c: !CAL PAVEME :NT TL _VA_I ION OF ANY MANHOLE, BASIN 4. FIE TOP ELE VALVE, OR ANY OTHER FIXTURE IS APPROX'IMATE. AND THE FINAL- ELEVATION RESPECTIVELY. DENSIT YTE_`]'S SHALL BE CONDUr,TEDAYTHIEFOI LOWINGFREQUENCIES: SECTION DE ]All-, SHALL BE STRIC-ILYADHERi-D TO. 1 SHALL. BE BASED UPON Oi\l FOLLOWING.- V TS FOR ROADS,, S-FREETS, DAMS, ETC.: ONE TEST PER LIFT PER 10,000 S'F OF LIFT. 8. ROAD PLAN APPROVAL FOR SUBDIVIS (1. PAVEMEENTS AND CONCRE'lE SURFACES: FLU"'H (8) BACK FILL IN TRFENCIHIES: ONE TEST PER LIFT I PER 500 LINEALFFET OF TRENCH, THE EXPIRE PRIOR TO SIGNING AND R__ FINAL PL/J FOR THIS PROJE r1T 'ECORD/kTION!, THEN APPROVAL OFTHESE PLAINS SHALL BE NULL AND VOID. (2. ALL SURFA`_;ES ALONG ACCESSIBLE ROUT'E-S: FLUSH -T!---' TURES: ONE TEST PER PER LIFT PI-l:R 2,500 3F OF L F (C) BACK FILL AROUND S UC -VICES 9, i) - ALL IGf',,IS CIRI) I"HER REGULATORY Dt: F_ rF :SHALL CONFORNI WITH THE VIRGINIA MANUAL -OR UNIFORM TRAI-FIC CON FROL DEVICES (3. LAND'SCAPE, -)OIL AND SEED. AND OTHEER EART!­11 EN MATEnIAL: ONE INCH A BOVE SURR()UNDINGi AREA AND T APERTO FIXED AND THE ALBEMARLIE COUNTY ROAD NA�OING AND PROPERTY1 HUNIBERINC-1 ORDINAINIC'E AND MANUAL. OBJECf_. I ALL EXCAVAJIONI, INCLUDING TRENCI-I'E-S, SHALL BE KEPT DRY -TO PRO I -ECT THE 1,1\1TEGRITY OF THE SUBSOIL, -10. TRAFFIC CONTROL OR 01 H'E_R F-`IEGULATORY3,IGNS OR BARRICADES SHALL BE lNSJ­AL.LED By TI E DE ELOPER Wlr-4FN, 11 THE OPINION 0 THE COUNITY ENGINEEROR DESIG NEE, THEY ARE DEE.NIED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 55. C',01NTRA(__'1_FOR SHALL RE_.FER -TO TFRE. ARC Fi IT1':__C T UIRPIL PLAN"S FOR EXACT BiJILDIIING DIME-_NS!ONS AND POINTS CDF EN-I'R'( INT',) -THt':"7- 1). ALL.TEST'RESULTS SIHALL BE SUBMITTED TO-11-I-1EAUTHORIFY HAVING JURISDICTION'S ENGINEER.F-AILURETO CONDUCT DENSIT\I­I­ESTs '11. THE SPEED LIMITS TO BE" POS TED ON SPEED LIN/11T SiGNS ARE 5 N/IPH BELOW 11 -HE r-"'-SJGN SPEED, OR ASD TERMINED BY VOCT FOR B U 11 - I) I N Gi F 0 1_3 A _1 1- T ILI F! E_ S. SHALL BE CI�V)S'E_ FO1[ N" N -ACCEPTANCE OF'FHE FA"LITY. 1ESTS SHALL BE CONDUCTED IVF THE SO! E COST OF'T'HE CONTRACTOR OR PUBL]", ROADS. HIS AGENT. 'I Z VDOT STANDARD CID -11 Of' -1, CD --2 CROSS-DRA!NS UNDER TO BE INST ALLED UNDER THE SUBBASE MA FE-RIAL AT ALL CUT AND ILL TF -HE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE ALARM, 6. CON -)ACTOR SHALL MAKE ARRANGEMENTO FOR I TRANS'l-F-0,113 AND GRADIE SAG POIN FS AS SHOWN Of'\1 THE ROAD PROJA! _ES). AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK WAS COMI; LETED BY CONITRAC, FOR OR OTIHER ENTI-11Y, 1-0 EINS� IRE COMPAITIBILITY r 33. TRAFFIC CONTROL 01\1 PUBLIC STREETS SHALL. BE IN r,I' NFORMANCE WITH THE MANUAL OF LINIFORIM TRAFFIC CONTROL DEVICES AND 1 EO CA -71ON IS _-QUIRED FOR ALL W El� CULVERTS THAT ARE DEEMED INACCESSIBLE. 'TO VDOT OR WITF-1 Fli'NIE"HELD GRADE'S'. -0 AS F(JRTHER DIFI'FECTED BYTHE GOVERNING INSPECTORS, COUNTY INISPECTIONSAFHE VIDEO INSPECTION SHALL BE CONDUCTED J� A(' T CONTRACTOR SHALL COORDINA FIE VVI -1-1-1 ELECT"RICAL CON flRACTOR AND.SHALL FURNISH EXCAVATION, INSTALLA'-f-ION, AND BACKFILL _'REPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS ANDSITE CONDITIONS OR ANY INCONSISTENCIES OR OF A!'11SHED' SITEMN(DRIK RELA-1 'ED 1-0 ITEMS SUCH AS 1-11-11' 1 BOXES, ff)IMDUITS, DUCT BANKS, LIGHT POLE BASES. AND CONCRETE PAD� 11\1 D RA Ahrdf_.2(�, nm QDFZ(-If_-Ir-A IONS' ­! I A I I BE lMMEI` TFI v 0 -) TO THE ENGH\ ITR, IN WRITING, ALI CONTRACT OR 11'0 FURN11' :)!-I CO 1\1 C I�', ETE E`N CASE M EN1_ OF DUCT BANK'S IF REQUIRED BY THE UTILITY COMPANY AND AS INDICATED ON PROMPTLY ADDRESS SUCH PROBLEMS, WORK DONE BY THE CONTRACTOR AFTER HIS O)IRI HER DISCOVERY OF SUCH DISICREPAINCIES, THE DRAWINGS. INCONSISTIENCIES. OR AMBIGUIT]ES SLiALL BE DONE /,.-I TFIE RISK, 8. ASEPARATE S|GNPERkX|T0XLLBEREOU|RB]FOR ALLfS3|GNAGEWITHIN THE 8UBDK4SK]NAND [T|GTHE RE3PON3|B|U7YOFTHEOWNER TOOBTAIN THIS OOCUKJENT. 10. ALL D|MENS|DNS5HOWN ONTHESLT. PLANSARETOTHEFAC EOFTHEBUiLID |NB.BA[KOFCURB ORTHE EDGEOFTHE PAVEk4ENT ] UNLES3DTHERVV!3EREFER[NCEO 11, WORK ONTHi3PROJECT SHALL C[}NFDR11vI TOTHELATE8TED0ONS{}FTHEC0UNTYDESIGN AND CDNSTRUC�DNSTANDARDS MANUAL, THE VIRGINIA OEPARTIvIENTOFTRANSPORTATION (VOOT ROAD AND BRIDGE STANDARDS, THE VDOTROAD AND BRIDGE SPECIFICATIONS, AND THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND REGULATIONS, |NTHE EVENT DFCONFLICT BETWEEN 6&1Y 0-F -1-HESSE STANDARDS, SPECIFICATIONS, OR P'l_AINS, THE MOST STRINIGEi'\1TWILL GOVIERIN, ALLUT|L|T|E5TOBE DEO|CATEDTOANYk/IUN|C|PALVV/T[ERAND/ORSAN|TARYSEYVERSYSTEK43HALLBECDNSTRUCTEDANOTESTEDTOCONFORK4TOTHE C[)KAk8ONVVEA|IHDFV|R|N|A3TATEBOAR OOFHEALTHANOTHECOU NTYDE3\BNAND("'ONSTRUCT|ONMAN UAL 12�PR|[)RTDTHECOW1��ENCE�WENTDFANYVVDRKONTH|SS|TE.THE�ONTRACTORSHALLNOTFYTHEAPPRQPRk\[E�GENC1E8AND SHALL |NSA4LLALLEROS|DNCONTROL k8EASURESAGSHOVVNQNTHEAPPROVEOCONSTRUCT|ON0OCU��ENlSREL�7|N{5�]TH|S PROJECT. 13�ER(}S0NAND3ED�K�ENTC0NTROLK4E�3URE8SHALLBEMANTNNEDC0�TNUOUS��RELO�ATB�VVHENANOASNECESSARYAGD SHALLBECHECKEDAFTEREVERYRAINFALL.SEEDEDABEASSHALL8ECHECKEDREGULARLYAND8HALLBEVVATERED.FEROUZED' RESEEDED AND K4ULCHEOASNECESS4RYT]OBTAIN AOENSESl-AND[}FGRASS, 14.00NTRA�TORSHALL BERESP{)NSIBLEFDRTHEC(]NTROLQFTHE CONS TRUC TQNACTN|T|EST8ENSURETHATSEDi��ENTSHALLNOT AFFE CT REGULATORY PROTECTED AREAS, REGARDLESS IF SEDIMENT TRANSPORT 13 BY AIR,VV -11-ER,, 09, A MYOTHERMEANS OF TRANSPORT. 1��CONTR�(]�ROHALLSCHEDULECONSTRUCT|ONACTN1llESSUCHTH�7O�TURBEOARE&SARELEFTUNSTABL�EDFURAk�(N|K4Uk4 AMUUNTOFTik4E8ER}RETHEYARECOVERED,PERMANENTLY{}RTEk4P[}RAR|LY8TAB|LiZED.ORD7R|ERVV3ES[AB|L|ZEOTUPREVENT Y EROSION 16, WHEN T11 --IE CRUSHED STONE CONISTRUCTION ENTRANCE HAS BEEN COVEIRIED'O/ITH SOIL OF HAS BEEN PUSHED INTOTHE SOIL BY 17�UPONCDKXPLETON(}F�DNSTRUCT|ONACTK/�|ESANDTHEESTA�L|�H��ENTDFAPPRDPRk�FE3TA�|L�/�lON.THECDNTRACTOR 3HALLkEy�DVEALLEROSION CONTROL K8EA8URESAND PROYOEANY ADD0DNALSTAB|L�/A�|ONk�EASURES.AND CLEAN ALL 3E0k1ENTAN�DEBR|SFRDKATHE SITE AND |WSTALLEDP\P|NG. � ^- 18.ANYURA|N(NLETS8HALLBEPRDTECTEDFRDN}S|LT/([0N.|NEFFECTNEPRUTECJiDNOEV|CESSHALLBEHEPLACEDANOTHE|NLET l CLEANED, FLUSHING \SNOT ANACCEPTABLE MEANS OFCLEANING. iQJHEU]CAT|ONOFEX|S7lNGUT|LIT|ESASSHOVVN.|8APPRDX|MATEONLY.THECONTRACTORi3RES|PON3IBLEFORVER|FY|NGTHE LOCAFON.3|ZE.ANDIMATERIALOFALLB0SONGU7lUT|ESPR|ORT0ORDEH|NGANYNEVYM/AERIALGRBJU!REOFDRUDLITY CONNECT0NG.ANY K4ATE8|ALGORDEREOPRIOR T{}FIELD VERlF|CAT|ON(]FEXISTING UT|L|T|E3SH/4LLBEATTHECONTRACTORSOWN 8!SK� THEC(]NTRACTORSH/\LLBERE8POHS|BLEFOR THE REP/AR.ATHIS ORHEREXPENSE.[)FALU-EX|GT|NGUT|L|T|ESDAMAGED DUR|NGCONSTRUCT|C}N fORTY-BGHTHOURS PR|[}RTOANY EXCA\4\T|ONTHECONTRACTOR SHALL CALL MISS ;T|L|TY/([ i} 2O,COWTRACTDRSHALLREKIOVEAND PROPERTYDBPO3EOFANY MANMADE FEATURE VVRH\NTHE UK�D�OFTHEVVDRK|NCLUD|N{�.BUT NOTLiMKEOTO.8U|LJ]|NGG.STRUCTURES.PAVEMENT.SLAD3.CUB|M[S.FENCE3.L[OUTiES.ETC.UKULESS0THERVVSENOTEDONTHE APPROVE OORAVV|NGS. REMO\AAL.AND PROPERLYD|SP[)SAL . DFEXIS TING FEATURESGHALL EXTEKUDFROMUNDE8ANYPROP 0SED 0 8TRUCTUHEAO|8TANCEOF1O'BEYONDTHEPR0PDSEDBU|LO}NGFOOTPRINT.ORAWYOTHERBU|0]|NEFEATURE 21,EX|ST|NGUT|UllESSHALLBETERM|NATED|NACCOROANCEVVOHAWYAPPUCABLEREGULATDNAN|OBECOORO|NATEDVVTHTHE 22JHEO|SPOSALOF- ANY DEk4QUT0NDEBRIS �HALLBE|NACCORDANCE WITH ALL APPLICABLE REGULATONGAND BELEQALLY COMPLE-TED 11\1 AN AUTHORIZED DISPOSAL ARE: -A. 23.THEL|��DSQFDEk4OUTlONSHOWN ONTHEPLANS k�AY'ORMAYNOT.INCLUDE ALL REQUIRED OEK�{}��QN.THE CONTRACT OR|G RESPONS|BLEF[>RTHEU[O��ATEHE��OVALDFANYFE�TUREREC)U|R|NGREk4OVALFORTH|SPROJ|ECT.THE CONTRACT0R|S RE3PON3|BLEFOR THE|DENT|F|CAT0NOFEACH ANOEVERY |TEK4REQUIRING DEMOLITION PRIOR, ff0PRE8ENT!NGAF|NALBID TOTFIE PROJE�TOVVNERORREPRE3EN77�|VENOCLA|WSBYTHE�ONTRACTORFORADD|T0�ALD�K4DU|T|DNVV{}RKVV|LLBECONS0EHED. 24.UNLESSSPEQF{�ALLYPROV|DEO'THE ENGINEER HAGNOTPREPARED DE3|GNSR]8,AND SHALL HAVENORE3PON3BiLFFYFOR.THE PRESENCE.D|B"OVERY.REKAOVAL.ABATE MENTORDISPOSAL OFANY HAZARD(]U3IMATER|AL3.T0�<|CVWASTE.ORPOLLU77\NT3ATTHE PRDJECTSiTE.THEENB|NEERANDOWNER 8HALLNOT 8EHEGPON8|8LEF{}RANY���k4SOFLOO��'DAMAGE.EXPENE, DELAY, INJURY, ORDEATH AR|S|NGFRDK�THEPRE8ENCEOFHAZARDOU3k4ATER|ALS�|FFOUND.THECONTRACTOR8HALL|NDEk4N|FYAND HOLDHARKXLE3STHEEN8|NEERAND OVYNERFROkjANY CL4I��SK4AUE{NCONNECT|ONVV!THANY35U�Hk4ATERk\LTHEENG|NEER � SHALL HAVE NOADM|N|STRATVEDBUBAT0NSDFANYTYPE VV|THREGARD TOANY CONTRACT[)RAMENDMENT }NN]|'V|NGTHEISSUES � OFPRESE NCE, DISCOVERY, REK4OVAL.ABATEMENT ORDISPOSAL OFASBESTOS OROTHERHAZAR0OU3MATERIAL. 21,5.ALL UNDERGROUIND FACILITIES LOCATED Vk./ITHIN ANY HFIGHT-OF-WAY SHALL BEE: INSTALLED PRIOR T(0 TFE PLACEMENT Ol ANY PARTOF THEPAVEK8ENTSTRUCTURE. 2S]NSTALLAT|ONOFCDNCRETESTOR��PIPE SHALLBE|NCQNFDRK4ANCEVY|THVDOTSTANOARODRAWING p8-1. '-)7.ALL- MATfZ­RIALSUSI.'___D FOR FILL OR BACK FILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDER,'S Olq ANY 0 [-HER NON -CDK�PACTABLES(]|LTYPE MATERIALS, UNSATISFACTORY MATERK\L8ALS(}|NCLUDEMANMADEF|�SAND REFU�EDEBRIS A � DER|VE: DFROK4/\NY3OURCE� 3��APRE-CON�TRUCT|DNCONFERENCE�HALLBEHELDPR|OATDTHE�FART0FCON3TRUCT[)N� THECONTRACTOA�HALLARRANBE THEMEEONGVV|THTHECUUNTYENG|NEERPR!ORTOTHE|SGUANCEOFANEARTHD|STURB|NGPERM|T 36.THEOVVNERSHALLP/\YALLVVATERANDSEVYERAVA|LA8|L[D'AMDCONNEC'IT­|(}NFEESA3REQU}REOBYTHEGOVERN|NG8DDYPR|DR -1-0 CONNECTION TO PROPOSED UTILITIES WITH EXISTING MAINS. 37THE OWNIER SHALL PROVIDE THIE BOND FOR AND BE THE RESPONS'IBLE PAPRTY 01N] THI:: EARTH DISTURBING PERMIT. 38. INSTALL. COUNTY S'll-ANDARD STREET CEN T ERU!',IE MONUL,,,/IE'N_I_S WHERE RE(DUIRED FOR NEW STREETS. 39,INSPECTORS, BTHER0��DR�Y��OR�H�WGJU0S0C�ON.������OR��RBE�R�OR8�K�� MATERIALS, REQUIRE UNDERCUTTI ING OR SUB -GRADE STABIL17ATION, iEnUI1R" PROVISIONS FOR SUB -DRAINAGE, OR REQUIRE OTHER �WEA3URESVVH|CHAFFECT THEiNTEGRffY(}FROADAND UTILITY CONST RU[�OON. FAILURE TOC(}K4PLYVV�HINSPECTORS D|RECTVES WILL BECAU8EFORNDN'ACCEPTANCEOFTHEFAC|LUY. 40, SAlSFACTORYMATERIALS FOR USE ASFILL RJRPUBLIC STREETS INCLUDE MATERIALS CLASSIFIED |NASTMD­248 AS GW, GP.GM. GC, SW, SP, 3IM.SC, ML' ANDCLGROUPS.THE MOISTURE CONTENTSHALLBECONTROLLED WITHIN PLUS OHNI|NUS2%OFTHE OFOMUK4-TO FACILITATE- COMPACTION. GENERALLY, MATER|ALS|NCLUDE�A7ER|ALS�LASS|F|ED|NASTk�D'2487AS PT.CH, MH, OL, OHAND ANY3OiLTOO VVETTOFAC|L|TATECOK�PACT|ON,CHAND K�HSOILS K�AYBEUSED SUBjECTTDAPPRDVALOF THEC{}UNTYENGINEER. SO|LSSHALLHAVE�MINIMUM DRY DENSITY OF 92{LB/CFPER ASTM O-0&GAND SHALLHAVE APLASTICITY INDEX LESS) THAT17. 41.PAVEMENT DESIGN BBASED UPON ASUBBRAOECBR OF3AND ANRFOF2. UPON BR|NG|NGTHESTREETSUBGRADETO I'd PPROXikX�TEELE\V\T|ON.THECONTRACTOR SHALL. COLLETAk4|N|MUK4[>F3SOIL 3ANIPLESFOR CBR DETERMINATION, TOBETAKEN ATAK�AX|K4UK4|NTERVALOF3OOFEETK4EASUREDALDNBTHESTREET�ENTERUNE THECBR DFEACH 3AIvIPLESHALL BEDETERMINED AND THEAVER/VC3ECBR SHALLBEUSED T0DETERK4|NETHE PAVEMENTSTR0CTURERE0U|RENENT3. THEPAVEKAENTIMATER{/\LSAND THEA�[>UNTTHEREOFASSHOVVNONTHETYP|��L3TREETSECTION i�AYEXEkJOD/F|ED8YTHEREGULT3OFTHESETESTS |N ACCORDANCE WITH COUNTSTANDAFiD;'_1') AND IF APPROVE___D BYTHEE COUNJ Y'ENGINEER, A COPY OF ALLSOILS TEST RESULTS SHALL BE 3UBk4|TTEDTOTHE�(JUNTYEN(]|NEERPR/{]RTOPLAC|NGANYBASEOHSU/B'BASEK4ATER/AL THIS WORK 3HALLNOT BEREOU|RED ONSTREETS CLASSIFIED A3LOCAL/SUBCLASS A. PAYING SEC TIONS SHALLNOT 8EREDUCED BELOW THECOUNTY'S MINIMUM 3ECT0NS. 42,CG-QBMOD|F|EDENTRANUESARE PERMITTED FOR S|NBLEFAMILY RES0ENCESASALIGNED |N3825�GOFTHECOUNT�S' DESIGN AND CONiSTRUCT101\1 STANDARDS MANUAL, 43, INSTALLATION OFANIY UTILITY IN AN -EXISTING STREET SHALLCOMPLYWITI-I DRAWING IA,PAGE 2-1 -A, CHAPTER 7 PFF TIHE CITY DESIGN AND C(}NSTRUCT0NSTANDAR[0MANUAL, ANOFURTHER WITH COUNTY FRENCH RESFORAT|ONSTANDAHOS.ACOPY OFWHICH ID' AVAILABLE FROM THE ENGINEER. 44.TESTPITSSHALLBEREOU|REDFORALLUOLITYCROSS|NG8|NV0[NNGGASUNES.WATERMANS12"|NDIAMEFBlANOLAHBER. SAN[[AFy/SEWER CROSSINGS, AND FIBER OP TIC UNES. 45. COMPACTION] TESTS FOR STREET PAVE1vIENTSTRUCTURE SHALL BE MADE. IN CUT AND FILL AREASATTHE FOLLOWING' MINIMUM FRBQUENC|ES: (A)SU8GRADE: 'ITEST PER LANE PER S"COiWPACTEOLIFT PER 5OUUNEARFEET. (B)3TONEBASE:1TEST PER LANE PER 8"COMPACTED LIF TPER 5ODLINEAR FEE- T. (C) HOT ASPHALTIC CONCRETLE: 'I FEST PER I_Y-�NE PER LIFT PER 500 L!NEAR FEET. 46. COMBINATION UNDERDRAINS, TYPE CD -11, SH A 1_1 BE INSTALLED AT THE LOOiER END OF TrIE CUT SECTIONS. UNDERDRAIN3.TYPE CD -2. SHALL BE I NS"I ALLED TH'E_ LOW POI NT OF- ALL VERTI(.'AL CURVES 47,STANDARD UD-1AND UD-31UNDERDRAINSSHALL BEINSTALLED WHERE |NQ|CATB]ONPLANS AND FURTHER VVHEREDETERMINED NECESSARY IN THE FIELD BY COUNTY INSPEC-11"ORS, 48�ANYSURVEYk8ONU[�ENTORPR{}PERTYCQRNERD|GTURBB]BYTHEC{NTB�CTORSHALL BEREPLACED BYALICENSED LAND SUHVEYORATTHECONTRACTOR'SEXPENSE. 4Q,PRIOR TDTHE START OFCONSTHUCDON.THE COINTRACTOR SHAIJ-VERIFY BNS-ONGELEVATIONS ATPAVEMENT INTERFACES AND PIPE DISCH A RGE LOCATIONSTO ENSURE Pr OPER TRANSITION BEPNE'EN EXISTING AND PROPOSED F A CILITIES. 50,S'YMBOLS AND LEGIE-'NDS OFPROJECT FE-AJURES ARIE.- GRAPHIC REPRESENTATIONS OF ' PROPOSED FEATURES AND ARE NOT NECES8AR|LYSCALED TOTHEIR ACTUAL O!�WENS0NSORU]CATON�,THE CUNT8ACTORSHALLREFER TOTHE DETAILS PROVIDED, K4ANUFA[�TURERO`L|TERATUHEG.SHOP DRAWING 3.ANDF|ELDK;EA8UREK4ENTSOFSUPPL|EDPRODUCTS FOR LAYOUT |NFDRK8AT|ON. 51 . CONTRACTOR SHALL NOT SOLE'". -LY RELY ON fEELE-CTRONIC COPIES OF THEFINAL DESIGN, S0PECIFICi,20_10NS, AND DATA 'ILES THAT ARE OBTAINED FROM THE ENGINEER, BUT SHALL VERIFY THE LOC"ATION OF ANY FEATURE IN AC-CORDANCE WITH PAPER COPIES OT-_ THE PLANS AND SPECIFICATIONS THAT ARE PART OFTHE- CONTRACTDOCUMENTS. 5ZFAILING !NCOMPLIANCE VVOl|LOCAL APPL�CABLEC[)OESHALLBEPROV1DEOONALLVVALKVVAYS, PORCHES, P/�[|OG.EOU|Pk4ENT PADS.AND5|N1/LARFEATURESALLOVVNGPEDESTR�f,,IACCE8SVVHERETHEHN|SH&URFACE|S3U|NCHESDRMOREMEA3URED VERTICALL"I"TO THE (L'IRADEATI ANY POINTWITHIN 36 INCHES MICAS[ RED HORIZON] LYTO THE EDGE OF"THE PROPOSED FEATURE, ° _r | c� | � | 7 | � � | ^ ^ � `' � ° | ' l `^ | J ALBEMARLECOUNTY, VA REVISIONS: PROjE-CTIN().:1D77­1-� ISH E ETN10.: Li � =9 � � " N' 0� mo LU < W� x - O C} [) 001 �un c. EE - L) (� � If N D � � � � OU �Z X� e F) � > oo m �� r-j_UU � Cc z �{] ZT� � � REVISIONS: PROjE-CTIN().:1D77­1-� ISH E ETN10.: K I F I 1 4 1 , 1 �� � i 1-13 1 10 I I I STI C JWIZ3'®.R„'.>. MARTHA g 3.--..:..:.3 SC 1,9 (--)S-' €T/—jdL_ TAX PARCEL 78-420MI ,Gmml�. � ii a:� ��"�� 1�°(Wr= ,,�,_-rB �IE', , B E IN C H }0 AR S ; AND ADJAC EN'T OW Ni E I S Iwo =. F E R RE'-.,'VI0l'YSLY APP 10VE0 PLANS.) T 8 9 3 0 U 30 60 a �.�MARTHA oiEFFERSON A BEiVARLE COUNTY, v„ Lo Q) O C) D 3 N gs,Ec rp LY) 9 t -�: (1J 0 viz + it L r r 1, 1, 1p t ] (r 0 (? w rr s) «, 1, �!� � �J. Vit✓ > =_,�. :rJ L c7 i i Ll v ,_ Lc Lu ! L <`✓ T u p tib L`L_ a L7 LJ R EV1S101"q 3: DATE: 01/2-1/20-16 EXI= ./(LIEN I No.: 1077-1-5 i t D 3 N gs,Ec IZ�3, La Nim 9 t -�: R EV1S101"q 3: DATE: 01/2-1/20-16 EXI= ./(LIEN I No.: 1077-1-5 � � U " A� � A 1 ' �} | 6 |I. A i - / �� ! 7 | �� ' �� i 10 MINIMUMSTANOARD WATERED, FERTILIZED, RESEED EDAND MULCHED ASNECESSARY EROSONAND�ENKJENTC0NTROLNARRATNE SE8TAMDOFRAS3. TOOBT�NADEN8 ATVVO-YEAR3TOR[WT8OEK4ONSTRATETHATSTOR�4VV/(TERVViLLNOT CAUSE EROSION UFCHANNELBEDORBANK��AND ,,r A VESCP MUST BE CONSISTENT'JVITH THEE FOLLOWING CRITERIA, TECHNIIQUES AND NIETHODS: 5.�LLDISTURBED AREAS NOT PAVED ORBU}LTUPONARE TOBE PROJECT DESCRIPTION FFRT}L|ZED'8EEOED.AND MULC|-KEDBYTHE CO#TRACTOR|N 1 THE PLAN APPROVING AU[MORflTYMUST BENOTIFIED ONE WEEK PRIOR TDTHE 'THE PURPOSE OF THIS PROJECTISTHE DEIVIOLITION AND REMOVAL OF E/'/\!S FING PARKING AND CONSTRUCTION OF A FAA PERMITTED HELIPORT WHICH '01ILL BE AS,'.3OC11`%TED WITH -THE 1�pER�ANENTORTEy�pO��HYSOiLST�B|L|ZAT|ONSHALLBEAPFL|EDTODENUOEOARE�SVV|TH|NSEVEWOAYSAFTEBF|NALGRADE|�REA�HEOONANYP0RT|0WOFTHES|TE�TEK4PORA�YS0L EEK PRIOR EX!3[|N�|�|OSP|TALTHE�PPROX|�ATED|STUR8EDAREAAS3OC|ATEDVV|THTH|SPRQJECT|��O�82ACRE��DEF\N|NGANAREAAROUNDTHEL|�|TSOFC0MSTRUCT|ONFORTHEHEL|PAD. STAB|L|�AT|ON3HALLBEAPpL|EDVViTH|NSEVEN[��3TOOEMUOEDAHEASTH/g-�WAYNDTBEATRNALK�RAOEBUTVV|LLREWA|NDORk4ANTFORLONGERTHAN1�DAYS�PER�ANENTSTAB|L|Z�T|DN D|STURB|N8ACT|V|TY.ANDON�VYEEKPR|ORTOTHEF!NAL|NSpECT|ON� THEAPPROX|�ATEEX|�T|NG|�PERV|OUSAREA|S�22.782SF0�52ACRE3)�VV[TH|NTHATSA�EFDOTPR{NT.VVEARERE�QV|NG�8.37D3F018ACRES)OFEX\ST�N�/�PERV|OU3AREA, AND SH�LLBEAPPLiEOTOAREAGTH/A�ABETDBELEFT�ORk4ANTF{}RK4ORETHANDNEYEAR� 2� A1LERO�|ONAND�ED|�ENT(�ONTROL�EA8URESVV|LLBECONSTRUCTEDAND REPLAC|N8[TVV|�D��5.111SF0�12ACRES)OF|KXPERNOUSAREA.REDULT|NG|NANE[LOSSOF|&4PERV!DUSAREAUF�3.257SF0�V75��RES) CDNSTRU�T|ONTRAFF|C.|TSHALLBEREPLACEDVV!THADEPTHOF MAJNTA|NEOACCOR0NOTOKX||N|�U�STANDARDSANDSPEC}F|CAT|ONSOFTHEVIRGINIA STONEEQUALTOTHATDFO8|8�NALAPPL|C/�|ON 2�OUR|WG�ONSTRUCT|DNOFTHEPROJECT.S[)|LSTOCKP|LES/\NDBORROVVAREASSHALLBES77\B(L|�EOORPR�TE�TEDVV|THSEO|��ENTTFk\PP|NG��EASURES THEAPPL\CANT|3RE�PONS!BLE EROSION AND THEAREAUNDERCOMSTRUCT|ON|SCURRENTLYSERVEDBYUNEG|NGLEDRDP|NLET�YVEVV|LL8E{NSTALL|NGAS|K�|LAHS|�ED|NLETlHERE8YREDUC|N8THEDR4iNAGEAREATOTHE FORTHETEWpORARYpROTECT0NANDPER&1ANENTST�B|L!�AT0NDFALLS0L5T[}C�P|LESONS|TE�SVVELLASB[}RROVVAHEAGAHDS0L!WTENT|0NALLYTRANSPDRTEDFRD�WTHEPROJECTS|TE ER030NANDSED}K�ENT�ONlO�DLREGULAT|ONS� EX|CT|N6|NLET.ASYYELLASREDUC|NGTHEC\A\LUEOFTHEARE4D|RECTEOT0T}�EEX|ST!NG|NLETBYTHEREDUCT|GNOF|K�PERV|OUSAREA, AND SUBSEQUENT|NCREASE|Nk4ANAGEO (4)�ROV|DEACOk48|NAT/ONOF�HANMEL|y�PROVEK4ENT.STDRK8VVATER�ETENT|L}NORDTHER[NEAS0RE3VVH��H|�GAT|3FACTORYTOTHEVE3CPAUTHOR|TYTOPREVENTDOVVNSTREAi�ER[}S|ON� 8� �LLEROS|ON�ND8ED|�ENTCONTRDL�EASURE3ARETDBEPLACEDPR|ORTOO�8S TURF, 3,APERkXANENTVE[�ET/g'}VECDVER3HALLBEEGTABL|SHEOON�ENUDEDAHEA3NOT(TFHERVV|SEPERKJ�NENTLYSTAB|L|ZED�PER��ANENTVEGET&T|[)NSHALLNOTBECONS|OEREDE�TABL|3HE� THEF|RSTSTEP|NCLEARING. � ��� 4� ACOPY OFTHEAPPROVED ERQ30NAND SE0�ENTCONTROL PLAN SHALL BE EX|ST|NG8|TECONDDlONS UNT|LAGRDUND�OVER|�ACH|EVEOTH4J|SUN|FORk4.k4/�[UREENOUGHTOSURV|VEANDVV|LL|NH|B|TERO3|DN� ^ � |NSVVALES, F�|FTHEAPPL|CANTCHOOSESANOPT|ONTHAT|NCLUDESSTOR��VVATER�ETENT|[)N.HESHALLOBTAi�NAPPROVALFR(]KXTHEVESCPOFAPL�NF[)RK�A|NTENANCEOFTHEDETENT|ONFACILITIES. MAINTAINED ONTHE3|TEATALL TIMES. OURRENTLYTHESITEACTSASAPARK]NGAREAADJACENTTOTHEEXISTING 8EWTARAMARTHAJEFFERSON HDSP|TALEMERGENCY DEPARTMENTANDPARK{NGSTRUCTURE�T||EAREA DIKES, SEO|&4ENTBARR|EF3/\NDOTHERK4EA�URES|NTENK]EOTOTRAPSED|K�ENTSHALLBECDNGTRUCTEDASAF|RST3TEP|NANYLANO-D|3TURB|NG 5 PR|ORTOCO��ENC\NGL��NDD|STURB|NGACT|V|T|ES|NAREAS0THERTHAN|ND)CATED UNDERCONS|DERAT|ON}SCOVEREDBYEX|ST|NGPAHK}0G.L4ND5CAPED|SLANDS.0RLANDSCAP|NGBE_NEENPARKiNBANDDR|VEPATHS,ALLAREA8NOTCOVEREDVY|THPAVEMENT 4.SEDIMENT BAS|NSANOTRAPS.PER|K�ETER SEE' DED.MULCHED AND FERTILIZED. PERFORM PERk4ANENT-FOP [��OUTFALLFR(lK�ADETENT|DNFAC|L|TY3HALLBEO|S{�HAR[�EDTOARE�E|V\NG(}HANNEL.ANDENEFHGYD|SS|PATORSSHALLBEPLACED�TTHEDUTFALLOFALLOETENT|DNFAC|L|T|ESA� ACTIVITY ANDSHALL, EKE MADE FUNCTIONIAL BEFORE LIPSLOPE LAND DISTURBANCE TAKES PLACE. ONTHESE PLANS (|NCLU0MG.BUT NOT L|1MI\TEDTO, OFF-SITE BORROW 0RWASTE AREAS). HAVE AHARDY GFNSSCOVER ORSI'VIALLTREE3/LAND3CIAP|NG UU TIE- GDONTRACTORSHALL SUBMIT A8UPPLEIIAEN[ARYEROSION CONTROL PLAIN T0THE H ALL ON'S|TECHANNELS ��UOT8EVER|F|EDT(}BEAOE{JUAJE. 6STAB|L|ZAT|ONMEASURES SHALLBEAPPLIED TDEARTHENSTRUCTURESSUCHASDANIS^DIKES AND DIVERSIONS |k4k4[D|ATELYAFTER|NSTALLAT|ON. OWNER FOR REVIEW ANDAPPROVAL BYTHEPLAN APPROV|NGAUTHOR|TY, ADJ&CENTPROPERTY I. IkICREEASE1D VOLUMES OF SHF"'E-T 'FLOWS T1-,V'1,T MAY CAUSE EROSION OR SF:DIMENTAT ION! ON ADJACE-NiTPROPERTY SHALL BE DIVER -FED -10 A STABLE OUTI-ET, ADFC,)UATE CHANNEL, PIPE OR PIPE 8. THE CONTRACTOR iSRESPONSIBLE FOR |N3TA'LLA[0NOFANY ADDITIONAL EROSION THE PROJECT AREA|SCONTA|NEDVV�TH|NTHEEX|ST!N��AHCELL|K�|TS REFER���PREV|OUSLYAPPROVED PL4%SFORFULL BOUNDARY7R4RCELDESCRIPTION, ��SE�|k�ENTTRAp3A���E�(K�ENT8A8|N��HALLBEOES|GNE�AN�CONSTRUCTEO8ASE�UPQNTHETOTALDRA|NAGEAREAT[)BESEHVEDBYTHETR/\PORB�S|N� CONTR�LkXEA�URESNECE89ARYTOPREVENTEHO0DNANOSED|MENTAT|ONAG EQUIVALENT POUNDAGE DFD!FFERENTANALYG|3.WORK INTO SOIL J IN INDIVIDUAL LO OR � ' ' - DETERN/|\NEDBYTHE PLAN APPROVING AUTHORITY. OFF'0TEAREAS: 7� ALLD|STURBEO�REA3ARETODR�/NTOAPPRDVEDSEDiWENTCONTROL�B\SURESAT THEREARENDPL4NNEDOFF'3|TEARE&SBE|N8|WPA�TEDBYTH|SPROJECT� H|OVYEVER.|FANYOFF-S|TEAREASAREUSEDTHU8EAREASVV|LLNEEDTDOB7�A|NANAPPRUVEDEROS|UN A�THEK4|N|k4UKUSTORABECAPAC|TYDF�5E�|K4ENTTHAP5HALLBE134CUB(CYAROSPERACREOFORA|NAGEAREAANDTHETRAPSHALLDNLYC(}NTROLDH&|NA(�EAREASLE�STHANTHREE F�TEOF2TUNSA�CRE�VVORK�NTO30|LPR|URTOSEED!NG KALL K�EASURESUSEDTOPROTECTPRDPERT|ESAND VVATERVVAYSSHALL BEEk4PLOYED|NA��ANNEFRVVH|CH(N|N|�W|ZE3|h1PACT8ONTHE PHYSICAL, CHE��ICALAND BIOLOGICAL |NTEGR|TYOF ACRES ALL TIMES DURING LAND DISTURBING ACTIVITIES ANID DURING SITE- DEVEELOPMENT LINTIL AND SEDIMENT CONTR0LP\~ANFRD�THEAUTHOR�TYHAV|NGJUR|QD\CT{ONPR||ORTOANY�ATER|ALBBN8BTHERTRANSPORTEDTOORFRO�THE�UBJECTPROPERTY, ALL VYAS7E F|NALSTAB(L|Z�T|ON|3ACH|E�ED K1/(FER|ALSHALLBED!SPOSEDOFPER8ENERALNOTE22OFTH|3PLANSET. B.SURFACERUNOFF FROK8DISTURBED /\REASTHAT |SCUk1P0SEDDFFL[>VVFRO�WDRAINAGE AREAS GRE/g'ERTHANOHEOUALTOTHREE ACREGGHALLBECDNTROLLEOBYASED|yNENTBAS|NTHE 8� DURING DEWATER!NQOPERATUONS.VKATERYVILLBEPUkdPEDINTO ANAPPROVED OUAL|TYV0LUyWE/\NDTORELEA3E|TOVE�48HOURS�(||)OE0\|N/\NDRELEASEOV�RA24-�{OURPER|{]DTHEEXPE�TED�A|NFALLRESULT|WGFROk4THEQNEYEAR.24-HDUH3TORk4�/\NO(|1|) F|LTER|NGDEV|CE SOILS ��|N|KJU��STOBABE�AP�C|TYOFASEO|i�ENTBAS|NCHALL8E134CUB|CYABOSPERACREOF�RA|NABE/\R���THE0UTFALLSY�TEyW8HALL.ATA�N|N|K�U��.��A|NTA|M[HE�TRUCTURAL|NTEGR!TY /\SSUK4|NG|TVVA3|NA8(]DDFDRESTEDCDND|T|(}N.ACH|EVEDTHHOUGHK8ULT|PL|CAT|ONDFTHEFO[RESTEOPEAKFLOVVRATEBYAREOUCT|ON FACTORTHAT |SE[]UALTOTHERUNOFFVOLUK4E OFTHEBASIN DUR}NGA2S-YEARSTORK4[)F�4-HOUR�URAT|ON�RUNOFFCDEFF|�|ENTSUSED |NRUNDFFCALCULAT|ONSSHALLCORRESPONDTOABAREEARTHCOND|T|0NORTHOSE CDNO|T}(}NS 9� THE CON REFERTDPHEV|DU3LYAPPR0VEDCONSTRUCT0NDOCUkJENTPACKAGE FOR TH|S!NFORMAT|ON EXPECTEUTOEX|STWHILE THE- SEDIMENT BASIN |SUT|LiZED. AFTER EACH RUNOFF PRODU�|NGRAINFALL EVENT. ANYNECEGSARYREPA|R3OR �OkHPLiAN�EVV|THVVATEROUANT}TYREOU|�E[WENTS|NTHEGT{}R��YVATERk4ANAGEK3ENTACT(�10�|'G/D3�2ETSEO�DFTHE�ODE0FV|R[��N|/0ANUATTENOANTREGUL�T|DN�'U�LESGSUCH CLEANUPTOk�A|NTA\NTHEEF�ECTiVENESSOFTHEERO�|ONC�NTRDLDEV|CESSHALL CR0CALEROG0NAREA3 7�CUTANDF|LLSLOPE3SHALLBE�ES|(�NEDANDCDNSTRUCTED|NAk4ANNERTHATVV�LLK�|N|KJ|ZEER�}3|ON 3LOPE3THATAREFOUMDT(JBEE�OD!NGEXCE�3|VELYVV|TH|NDNEYEARDF BEWADE|��EDiATELY� THEREAREND8PEOF|CCR|T|CALEROS|ONAREASASSOC|ATEDYV{THTH|SPROJECT�THEENT|REAREASHALL8E�ON[FDREDDA|LYANDAFTEREACHSUFF|C|ENT��|N�ALL.THELOCAL PERK4f\NENTGTAB|L|ZAT!ONSHALLBEPHOV|DEOVV�TH/\O�0ONAL�LDPE8�[AB|U�iNG�NEASUREGU�T|LTHEPROBLEk4|SCORRE�TED� 1Q�ALLF|LL�ATER|ALTOBE()\KENFRO�ANAPPROVED.OES|SN4TEDDORROYVAREA� GOVER0|N�AUTHOR|TYVY|LLHAVETHEAUTHDR{TYT0RECO�k�ENDTHEPLACE�!ENTOFADD|T|0�ALER08|ONCONTROLK8E4GURE8!NTH|SAREA|F[�BECOk4ESEV|DENTDUR{NG 11��LLVYA�[E�AJER|ALSSHALLBETAKENTUANAPPR0VEDVVA8TEAREA� EARTHF|LL CONGTRUCT|ONTHATTHEDNES|NPLACEARENOTFUNCT|�N}NGSUFF|C|ENTLY. 8�CON�ENTRATEDRUN0FFSHALLNOTFLOYVD{)VVNCUTORF|LLSU]PESUNLE8S�[)NTAiNEDVY|T>�iNANADEQ�ATETE�POHARYDHFERK4ANENTCHANNEL.FLUWEORSLOPEDRA|NSTRUCTURE� �HALL�E|MERTk1/(7ER|AL3ONLY.FREEOFR0DTS.STU�PS.VVODD.RUBB|�H.AMDOTHER DEBR|S, ER0S|0NANDSED|k�ENTCONT8OL�EASURES g VVHENEVERVVATER8EEPSFHO��A3LOPEFACE'AOE[JUAJ�EDRA|NA[�EOROTHERPROTECT|ON3HALLBE�ROV|D�U� |28ORROVV0RV&�STEAREASAR|ETD8ERECLA|WEDVV|T�|N7DAY8OFCD�PLET|ONPER UNLESSOTHERVV|SE|ND�CATEDALLVEGE�TAT|YEANDSTRUCTURALEROS0NA0D8ED|�ENTCDHTROLPRACT!CE3S|�ALLB�CDNSTRUCTEUAND�A|NTA|NEDACC�RD|NGTD�|N|k4U�| ZON|NGOR0NANCESECT|0N�5�12D Sl�NDARD�ANDSPEC|F|CAJlO�S0FT�{EV|RG|N��ER0S|ONANOSE[�|��ENTC0NTROLHAND8OOK�THE�|N)�U�STANUARDGDFTHEVE3CHSHALL8EADHEREDTOUNLESSOTHEF{VV{8E 1O�ALLSTORK4GEVVER|NLETSTHATARE��ADEOPERABLE�UR{NG�ONSTRUCT|[)NSHALLBEPRDTE�TEO3OTHAT�ED|K�ENT-LAOEN\�/�FERCANNOTENTERTHEC0NVEYAN�E3YSTEkJVV|THOUT �3ALL!NERT�ATER|ALSSHALLB|ETRANSPORTEDiNCDKdPL|ANCEVY|THSECT|ON1�'301OF YYA|VED ORAPPROYEDGYAVAR!ANCE FIRS FBEING F|LTEREOOROTHERWISE TREATEDTORENIOVESEDIMENT. THE COD' 14.BORR0VV.FILL ORVVASTEACT|V|TY|NVOLV|NGINDUSTRIAL- [YPEPOVVEREOUiPK�ENT STRUC�[URALPRACT|CE3 11�BEF0RENEVVLYCUN8TRUCTEOSTOR&4VVATEHCONVEYANCECH�NNEL5ORP|�E3ARE�W�OEQPERAT|ONAL./4DEOUATEOUTLE[PROTECT|ONANOANYRE{JU�REDTE&1pDRARYORpER��ANENT SHALLBEL|��TEDTOTHEHO0RSOF7�O8A�T0S�0OP&1 CONSTRUCT|ONENTRANCE(3O2)�OUETOTHEL{W|TEDAREAOFD�STUR8ANCE`AND|TOPROX�kX|TYTOEX|ST|N8PAVE�ENT.NOCONSTRUCT|ONENTRABCE|�BE|NGPROPQCEDFDR CHANNELL|NiNGSHALLBE|NSTALLED|NBOTHTHECONVEYANCE�HANNELANORE�E|V|NGCHANNEL ���BOR�DVV.F|LLURYYA�TEACT|W|TY8HALLBECONDUCTED|NA�4FE��NNERTHAN TH|SPROJECT�|F|TBECO�ESEV|DENT'THROUGHTHETRAN�PDRTOFK8ATER{A\LTOTHEEX�GT|NGPAVEDAREAS.[HELOCALGOyERN{NGAUTHORITY k8AYREQUEST THE!NGTALLAT|ONOF MAINTAINS LATERAL SUPPORT 0RORDER 'K}k8|N|M|ZEANY HAZARD TOPERSONS, ACONSTRUCTION ENTRACEATALOCAT|ONTOBEDETERhJ�NED8ASEDUPONF|(ELDCDND|T|ONSATTHET|�EOFT@SRE0UEST� 12�VVHENVVORKiNAL|VEVYATERCDURSE|8PERFORK4EO.PRECAUT|ON�SHALLBETAKENTOK�|N|�W!ZEENCRO/\�HK8ENT.CONTROLSE�{K�ENTTRAN�PORTANDSTAB|L|�ETHEVVOR�AREATOTHE pHYS)CALQA@AGETOADJACE�NTLANDAND|�pROVEK�ENTS.ANDDA�AGETOANY 0LTFENCE(305)�A|E�pDRARY3ED|K�ENTBARR|ERCON�|CUNG�FASYNTHET|CF�LTERFABR|C`VV}THVViRESUPPORT.STRETCHEOACROSSANDATTACHEDTOSUPPORT|NGPOSTS AND GREATEST EXT ENT POSSIBLE DURING CONSTRUCTION. N(]NEROD|8LEMATERIAL SHALLBEU3EDFORTHECONSTRUCT|ON[}F[�.USEVVAXGANOCOFFERDAy�8�EARTHENF}LL��AYBEU�EDFORTHEOE pUBLiCSTREE��8ECAUSEOSLUDES.S|NK|NG.ORCOLLAp3E� ENTRENCHED� �TRUCTURE8|FARK4OREDBYNONEHOO|BLECOVER&4ATER|ALS� 1O�THEDEVELOPERSHALLRE3ER|VETHER|GHTTO|N3TALL.�A|NTA|M.RE�0VEORCONVERT STORK�DRA|N!NLETPRDTECT|DN(3�O7)�ASED��ENTF|LTER0RANEXCAVATED�|�POUNO|NGARB\AKDUNDASTOR�DRA|NDROP!NLETORCURB|NLET. TOPER�ANENTSTOR�VVATER�ANAGEWENTFAC|L|T|ESVVHEREAPPL|CABLEALLERO8|ON TDpSO|L|NG(330)��ETHODSDFPRESERV|�GANDUS|NGTHE3URFA�ELAYER�OFUND|STURBEDSOiL.[>FTENENR(CHED|NDR8AN|C�ATTER �NORDER 0OBTAIN AMORE DESIRABLE 13�VVHEN/\L|VEVVATERC{}UR3EK8U3TBECROSGE�BYC{}NGTHUCT|0NVEH|�LESkJURETHANTYV|�E|NANYOiX-�W[)NTHPER|QD.ATE��PORARYVEH|CUL�RGTREAK4�ROG�|NGCONGTRUCTEDOF CONT�OLMEA3URESREUU\REDBYTH|SPLANREGARDLE3�OFTHE3ALEOF��YLOT' PLANT|N�ANDGROy�[H�EO!U� NONEROD|BLE��ATER|ALSHALL 8EPROV|DED UNIT, BU|LD!N6OROTHER PORTION DFTHEPROPERTY. 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PRDBLEK�S|NORDERTDPREVENTSU|LLDSSANDREDUCETHEPRESENCEOFPOTENT|ALLYHARMFULA{RBORNESUBSTANCE. S�|�FV\V/MULCH|8TOBEAPPUEDAT80LBf/100SF. ALTERNATiYE3ARE3UBJECTT0 10 UNDER(�ROUNOUT|L|TYL|NESSH/\LLBE|N3TALLEO|N���0RDAN�EVV|THTHEFOLL[)VV|NBS8\NDARD3|NAD�!T|ONTDOTHER�PPL|CA8LECRiTER|A� ApTROVEDBYTHECOUNTYE�OS|ONCONTROL�NSpECTOR VEBETAT|VEPRACT|CES 1BPER�ANENT3TAB|L|l��|�N3H|ALLBELik4EANDFEHT|L}ZER.PER�ANLNTSEED|NG.AND 'TOPSU|L!N�� T0pSO|LVV!LLBESTNPpEDFRO�THES|TEANDSTOCKP|LED|N/4NAREADETERW|NEC|NTHEF|ELD� UPONTHECOK�PLET0NOFTHEPR0JECTTOPSO|LVV�LLBEpL4CED A.NONiOHETHAN30OL!NEARFEETOFTRENCHWAYBEDPENEDATONET|��E� �ULCH AGR\CULTURAL8HAOEL!�EST0NESHALLBEApPL|EDAT8OLB3/10O0SF DNALL03TUH8EDAREAS.N�TPAVEDUPON. AJAKX�N|k1U�DEPTUDF�!NCHES� |NCORPDR/TEDINTO THE TOP 4'OINCHES 0FSO|L FERT|L|ZERSHALLBEAPPL|EDAT -TE MPDRARYSEED|NG: ALL DENUDE0AREAS LEFTDDRk4ANTFDR�0RETHANi4DAYS 3HALL8E3EEDEDVV|THAFAS TGERM/NAT|NGTEINA PORARYVEGElFill, T|ON � EXCAVATEDMATE |SHALLBEP4COONEUPH|S|DEDFRENCHES� EEE�GRAL TOGgON�TT|KEOFYEARV8ETH�8AS|GFORTHEEDW|XTURE�B N AD BEAPPL!EUAT1B0L8S/ACHEANDCDN3|ST0F356�ENTUCKY31OR[ALLFESCUEAND A,-ILL SEEDED KA AREASWILL BERESEEDED, MULCHED, FERTILIZED AND VYATEREDASNEEDED TOOBTAIN ANADEOUAJESTAND OFGRASS AS SOON A5p0SS/BLE HBODNCO EFWV[}K�..K[ O �V � AFTERF|NALGRAD|N�OPER/[|�NSC ADVER3ELYAFFCLDV!NGSTREA�3OROFF-3TEPRDpERF�E yJ8OLOS/10OSF ALTERNAT|VESARE SU8JECTTOAPPROVED BYTHE COUNTY EROSION CONTROL|@SPECTOR� MANAGEKENT8TRATEG/EG GCAO0D O WATER|ALU3EDF[RW88[4T UCT!ONV|LLBESE OUENCEDDTH4AD<NOPRAT|ONSVLBEB|ANDND�3SOONAPOSSBLE�THEJOB�UPER|NTENDNTSHALLERESpONS|BLEFDRTHEA 8�A!NTENAN�EALLA�UREEAREO8E(N3pECTEDVEEKLY�NDAFEREACHRA|NFAL ANY DAWA6EORCL{}GG|NGTOSTRUCTURAL MEASURES ISTOOEREPA|R!M�FD|/TELY. |8 |NSTALLAT|ONAND KA|NTENANCEOFALL EROSION AND SEDIMENT CONTROL MEASURES, AFTER ACHIEVING ADEQUATESTABILIZATION, AND |NTHE DPN|ONOF: THE LOCAL VA CCEC AKDT VEY ADk|M}STRDR.|EkPOAY�0NANDSETCONR�A8RE�DVDANDANYAESD|STRBED�UR|N8TH�3POCESSSHALLBE8TABiL|ZED0NRT R�E SED|MENT. ALL- SEEDED AREAS ARETOBERESEEDED WHEN NECESSARYTOACH|EVEA F.APPLICABLE GAFETYCHAPTERSSHALLBECOK4PL|EOVV|TH� �OODSTANDOFGRAS8� S(LTFENCEAhDD|VERS|ONDYKE3YVH|CHARECDLLECT!NG pERKXANENTS[AB�L!ZAT|ON 3EU|MENTTOHALF THEIR HEIGHT MUST BECLEA0EDAND REPAIRED IMMEDIATELY. ALL AREAS LEFTUNCOVFRED BY EITHER BUILDINIGS OR PAVENI ENTSI ­AUL BE: STABILIZED WITH PERMANENT SEEDING IMMEDIATELY FOLLOWING FINISH GRADING.SEEDING SHALLBEDONE 17�YVUEHEC(}N S_[RUCTION VEHICLE ACCESS ROUTES |NTERSECTPAVED DRPUBL|CROADS.PROV\S\{)1`1113SHALL BE'NIADETON,41N|Kj|ZETHETRANSPORTOF3EO/KXENTBYVEH|CULARTRACKING ONTO 2O�ALLTE�pORARyERDC0N�NOSED|��ENTCONTROL�EASURE3ARETOBEREKJDyED |NACCDRDANCEVV!THTHEVE�CH� ANYALTER/�OONSFRO�THiSDOCU�ENTSHALLBEAPPROVEDBYTHELOCAL EHD3|ONCONTROL ADM! N|�TRATOR. ALL AREAS BTHERTEK�PORAR|LY THEp/YJED�URFACE�VVHERESED|K4ENT|�THANSP0RTED(}NTOAPAVED(]RPUBL|�R[)AOSURFA�E.THER[)ADGURFACESHALLBECLEANEQTHOROU(�HLYATTHEENODFEA�HDAY�5ED{&1ENT yy!TH|N38DAy�DFF|NAL3|TE3TAB\L|Z�T|ONYyHENk1EASURESARENOLO0GERNEEDED. ORPERK�ANENTLY3EEDEDNEEDTOBEKAULCHEOANDYV�[ERED�EGULARLYTO�CH|B/E.|NTHEPROG�Ak8AD�|N|STRATOR'SDP�N|0N.ANADEOUATESTANDDFVEGETATION. SHALL BERE�WOVEDFROk�THE ROADS 8YSH{}VEL|N(�(}RSVVEEP|NG/\NDTRA0SP{]RTEDTDASEO|y�ENTCONTROL O\SP{]S/\LAREA STREET VVASH|NBSHALL BEALLOVVED(]NLYAFTER SEO|��ENT|s SUBJECT TOAPPROVAL 8yTHECOUNTY ERO'|ONCONTROL|N8pECTDR� REK4UVEO|NTH|S��AN0ER.THIS PROVISION SHALLAPPLY TOIND/V|DUf\LDEVELOP��ENTLC)TSASVVELLASTOLARGERLAND-D|STUR8\N{�ACTIVITIES, STORM YVATERMANAGEMENT STORM WATER MANAGEMENT IS BEINGPIROVIDED PER THE DESIGN AND CONSTRIUCTION OF TH1,S EXISTNG SITE. THE IMPERVIOUS AREA PRESENTLY BEING CAPTURED AND TREATED IS 1g�ALLTEhjpORARYERO3|ONANDSED|K8ENTCONTROLMEA8URESSHALLBEREk4OVEDVV|TH|N3OQAY�AFTERF\NAL0TEST'ADiL|Z/0'|ON0RAFTERTHETEMPORARYMEASURES,-",REN{)LQNGER BE|NGREDUCED AND OVERALLDRA|NA8EAREA8ARENOTBE|N�|�PACTEDBYTTH|SPROJECT.BASED UPON THESE CIRCUMSTANCES, N0FORMAL ALTERATION DRDESIGN |3OFFERED NEEDED, UNLESS OTHERVV|SEAUTHDR|ZEDBYTHEVESCPAUTHC}RiTY�TRAPPED3ED!y�ENTANOTHEQi�TURBEDS0|LAREAGRESULT|NBFROK8THED{SPOS|T|ONOFTEKXPORARYk4EASURE��HALLBE FOR TH|SPROJECT. PERkAANENTLYSTAB|L|�EOTOPREVENTFURTHER EROS|0NANDSED|K8ENTAT|[>N. ' |�THECONTRACTDRSHALL ARRANGE FOR AFRE-CONSTRUCT!ON WA|NTENANCE 19 pROpERT|ESAND VVATEVVAYSDUVVNSTREAKdFROWQEVEL(}Pk4ENT8(TE�SHALLBEpRDTECTEOFROM SED�NENTDEP(]80ON.ERQSIONAND DAk4AGEDUET0|NCREASES|NVOLUK4E.VELOCITY CONFEREN�EYV|THTHEAPPROPR�ATEEROS/0NANDSED��ENT ALLEROS|0NAND3ED|MENTCONTROLMEASURES WILL BE CHECKEDDA|i-YAND 8FTEREACMRUNOFF PRODUCING RA|NFALLTHEY VV|LLBEINSPECTEDFOR UNDERM|N|NG ANOpEAKFLOVVRATEOFS�[ORK4VVATEHRUNOFFFORTHE3T/�[EOFREQUENCYS'[r)Rk4(}F24'HDUR�URAT}ON|NA�C(]ROANCEVV|THTHEFOLLOVV|N<�3TANOAROSAN�CR|TERiA�Sl�REAiW CDNTROLD|RECTOR48HOURSPR7|ORTOBEG\NN|NGVYDRK DETERIORATIONEROS}ONANDEXCESSDEPDS|TEDK4ATER/AL. ALLD[RQENC|E3VV|LLBECORRECTED|MMED|ATELY.EXCESSMATER|ALVY|LLBESPREADONTHES|TE|NA- NNER RESTDRAT|ONANORELO�AT|ONPROJECTSTHAT|N�ORPORATENATURALCHANNEL�E3|BNC(]N�EPT�ARENOTK�AN-K8AOECHANNELSANDSHALL8EEXEK�PTFROk8ANYFLOVVR�TECApAC!TYANO VYHERE|T|SNOTL|KELYTOERODE|NTHEFUTURE VB-DC|TYREDU|REK4ENT�FORNAJURALOR��AN'K8ADE(}HANNEL�� 2�ALLEROC|0NC0NT8OLDEV|CESAS, SMOVVNORA3REQUIRED ARE 1-0 SPECIFICATIONS K4AINTEWANCE3CHEDULE: A. CONCENTRATED STORIVIWATER RUN0F_FLE_AVlNG A DEVIE-LOPMENTS1 FE'SHALL BE"DISCHARGED DIRECTLY INTO AN ADEQUATE NA -i URAL OR MAN-MAIDE RECEIVING CHANNEL, PIPE OR STORM SEWER y|RGIN|AEROSION ANDSED\MENTCONTROL HANDBOOK (LATEST SYSTEM. FOR THO3ESITES VVHERERUNOFF |3DISCHARGED |NTOAPIPE ORPiPE�Y3FEy�`OOVVNSTREA/�3TAB{L|TYANALYSEGAJTHEOUTFALL 0FTHE PIPE DRPIPE SYSTE�WSHALL BEPERFORh1EO, EDITION) AND ARE TOBE}NPLACE PRIOR TOALL CONSTRUCT|ON, |NGENERAL, ALL EROSION AND SED!K�EMTCONTROL �EASURE8YV/LL8ECHECK}EDDAILY ANDAFTEHEACH RUNOFF PRODUCING RA|NFALL THE FOLLOVV|NG|TEk8SYV!LLBECHECKED |N PAHT|CULAR-(ALLREKJ0VEDSED|MENTSHALL8EDEPOS|TED/NASU|TABLEAREAAND|NSUCHAMANNERTHAT(TVV|LLNOTERUDE) B�/\DEQUACY[)F/\LLCHANNEL3ANDP|PE36HALLBEVER|F{ED|NTHEFOLLOVV!NG��ANNER� 3THIS PLAN |SNOTCOk4PLETEVV|THOUTTHE APPR�VED NARRATIVE THESEEDEDAREAS YYILL BECHECKEDREGULARLYT0ENSURE THATAG0DDSTANDISMAI0TA|NED.ARG4SSMDULDBEFERDL|ZED RESEED.ANDVVATEREDA3NEEDED (1�THEApPL|CANTSH/\LLUEKXONSTRATETHATTHETDTALDRA|NAGEARE/\TQTHEPO\NTOFANALYS!GVV|TH|NTHE�HANNEL|�O0EHUND�EDT|K4ESE3REATERTHANTHECO�TR|BUT{N[�DRA|NAGE THE|NLETPROTECT|)NSHALLHAVETHESED|MENTREk8OVEDANDTHEiNLETPROTECT|ONRESTOREDTD|TSOR|G|NALD|MEN3|ONSVVMENTHESED|MENTHASACCUMULATEDTOUNE AREAOFTHEPR8JECT|N[JUEST|ON-0R 4 EROS\DNANDSED|�ENTCONTROLK6EASURESSHALLBE MALF0FTHEDE3}GNDEPTU KAA|NTAINEDCON[|NUOUGLY.RELO�ATEOVVHENANDA3 |FULD�ATELYREOU(RED.ANYCON3TRUCT0NENTRANCESHALLBE��A|Nl�4/NEO{NACUND|T|ONVVH|CHYV|LLPREVENT THE TRACKING ORFLOVVOFK8UDONTO PUBLIC RIGHT OFVVAYS (2)��NATURALCHANNELS�H/\LLBEANALYZE�BYTHEUSEOFATVVO'YEARSTORK�TDVER|FYTHATST0Rk�VV�TERVV|LLNUTOVERTOpCHANNELBANKSNOR�AUSEER03|DNL}F�HANNELBEDOR @ECESSARYANDSHALLBECHECIKEDAFTEREYERYRA|NFALL ALL 3EOiN!ENTREMOVED SHALL 8ED|SPOSED0FPROPERi'Y. BANKSI 5EEDEDAREASSHALLBE�HECKEDREBUL�RLYANDSHALLBE TENPOB�RYSTOCKP!LEAREASHALLBEPLACEDVV|TH|NTHEAREAOFPROPDSBDD|8TUR8ANCE.�NDSHALLBESEEDED ASREQUIRED BYTHE VESCH. /' �9�77/��`7/l�/ /l�' � �/7 �� �/��/v�����c/c,�����v �/z� �� �/���� �'���w�/�� / /�r�Y`�J- Z7 �7 /lI�/7� ) ( ;ll -v 1 v� YY��\i� �� ��� ��� c/� �i � ' ' }� ssr POSTS AND rxcmAT[ A *^x*" 2, STAPLE WIRE pswo|wc ro THE posrs� TRENCH upsLopc :u`wG THE uwc OF poscs. ON ' �_ *- - i __ .. I _,:_ a zATmCHTHE FILTER FABRIC TOTHE WIRE 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. WATERED, FERTILIZED, RESEED EDAND MULCHED ASNECESSARY |LLOTOVERT[P|TSBANKSANDBYTHEUSEOF (B)ALL PREN(}USLYCON3TRUCTEDMAN'MADECHANNELS SHALLBEANALYZED BYTHE USE [}FATEN4YB\RSTORK�TOVERIFY THATSTOR��ATERVVN SE8TAMDOFRAS3. TOOBT�NADEN8 ATVVO-YEAR3TOR[WT8OEK4ONSTRATETHATSTOR�4VV/(TERVViLLNOT CAUSE EROSION UFCHANNELBEDORBANK��AND ,,r 5.�LLDISTURBED AREAS NOT PAVED ORBU}LTUPONARE TOBE (C)P|pESANOST{}R�|GEVVERSYGTEK�8SHALLBEANALYZED8YTHEUSEOFATEN'YEARSTDHK�TOVEFH|FYTHAT8TORK�YYATERVV/LLBECON'CA|NEQYV|TH|NTHEp|PEDR3Y�TEK4� FFRT}L|ZED'8EEOED.AND MULC|-KEDBYTHE CO#TRACTOR|N �CCORDANCEYV|THTHEV|RG)N|AER0S|0NANDSED|K�ENT C��FEX{ST|NGNAJURALRECE|V|NBCHANNELSORPREViOU3LYC[)NGTRUCTEOK4AN-K4ADECHANNELS0Rp|pESARENOTAOE[]U/lk-[E.THEAPPLICANT SHALL: C0NTROLREGULATIONS. (LATESTED!T|ON) �� �� � LU~(�� ��_ (1)IMPROVE THECHANNEL8T0ACOND|T|ONVVHERE/\TEN-YEARGTORK�VV|LLNOT OVERTOP THE BANN3AND ATVVO-YE/4R3TORk4VV|LLNOTCAU�EERO�|0NTO(�HANNELTHEBEDORBANKD�OR b�VVHENTHFCRUSHEDCTONE�ONSTRUCT|ONBNTRANCEHAS ��� - [) BEENCOVERED YV|THSOIL ORHA8BEEN PUSHED {NTOTHESOIL BY (2)|k4pROVETHEP|PEORP|pE3YSTE��TDAC(}ND|T|ONVVHERETHETEN-YEAR8TOR��|8CONTA|NEDVVUTH|NTHEAppURTENAN�E3� CDNSTRU�T|ONTRAFF|C.|TSHALLBEREPLACEDVV!THADEPTHOF � � STONEEQUALTOTHATDFO8|8�NALAPPL|C/�|ON ��DEVELOPAS|TEDEG|GNTHATVV|LLNOTCAU8ETHEPRE-OEVELOPk4ENTPEA�RUNOFFRATEFROK4/4TVVO-YE/\R3TDRNiTU|NCREAGEVVHENRUNOFFOUTFALLG|NT(}ANATURALCHANNELORYV|LL NOT CAUSE THE PRE -DEyEL0PWENTpEAKRUNOFF RATEFROM /\TEN-YEARST[)RMTOINCREASE WHEN RUNOFF OUTR\LLSINTO Ak4ANkjADECHANNEL; DR 7ALL DRAIN |NLET3SHALL BE' PROTECTEDFROM SILTATION. �� |NEFFECT|VEPROTECT|ONDEV|CESSHALLBE|FjII'N/1ED|ATELY (4)�ROV|DEACOk48|NAT/ONOF�HANMEL|y�PROVEK4ENT.STDRK8VVATER�ETENT|L}NORDTHER[NEAS0RE3VVH��H|�GAT|3FACTORYTOTHEVE3CPAUTHOR|TYTOPREVENTDOVVNSTREAi�ER[}S|ON� REpLACEDANDTHE|NLETCLB\NED, FLUSHING |SNOT AN � r. 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T11 -1E APPROXIMATE DISTURBED' AREA ASSOCV,,"IFED 0% THIS'PROJECT IS --i:0.82 Alk --'.RES. DEFINING AN AREA AROUND THE LIM!TS'OF CONSTRUCTION FOR ThE HIE111PADJ-1HE APPROXIMATE E"XISTING IMPERVIOUS AREA 113 :024762 SF (0.52 ACRES), WITHIN THAT SAME FouriviNT, WEE ARE RI.EMOVING --t-8,378 SF (0.19 ACRIES) OF: EXI&FING TAPER0213 AREA, AVID REEPI-fi,CING IT WITA ±5j 1 1 SF (0.12 ACRES) OF IMPERVIO'LiS AIREA, RESI'LTING IN A N' _'1'I__O,`,3'S OF UPERVIU-JS AREA OF -_t-3,267SI-'-_ '0,075 ACR,ES' U - 11 b a TI-dIS PLAN NIAINTAINS EXISTING DRAINAGE AREAS A�r,-3'VVELI.- AS RESLAJING IN A NEIT LJOSS OF IMPERVIOUS ARE/v It .'3­1MR1\AVVA1J_ER PEAK FLOWSANED WATER OUALI-11-Y'DESIGN RE(),UIRFIVIENT DECREASES FROM WH,tJ HAS At. -READY BEEN APPROVED ANID (_,'ONSTR1JCTE0. 1 I 2 i 3 11 4 i 5 11 6 i 7 i a I-OPOGRAPI-11C INFURMA-TION TAKEN FROM COMPLETED AS--BUI1.A'P1_ANS FOR FACILI"I"'Y A,'3 WELL AS") FIELD OBSERV/\711FIONS DONE AS PART OF THIS PROJECT. a T -1-11S SITE 1-E3, NOT W1141IN 1 UUI OF A STREAM OR WETLANI.-) BANIK, 200,0'FRONA it I A RESERVOIR OR f"DOODPLAIN LIMIT. , I 11 I . 0 NO CRITICAL SLOPESS CURRENTLY EXIST'( --')R ARE PROPOSED WITH THIS PLAN. 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