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ARB201700001 Plan - Approved 2018-04-12 (4)
5TH ST :SET DEVELOPMENT • TT• ,, 2 (011ln3z - IL. AN 015791 FINAL SITE PLAN 3gSJ�AI E`'A.ti GENERAL NOTES: - OWNER: FTVINVESTMENTS NVES EN MENMLL - C STATION IN,SUITE tOl SCOTTSVILLE MAGISTERIAL DISTRICT - 9{3 943 GLE CHARIDTTESYRLE,VA 22901 DEVELOPER: PIEDMONT DEVELOPMENT GROUP ALBEMARLE COUNTY VIRGINIA .' _ - 2811 HYDRAULIC ROAD f2A1LOTTESVILLE.VA 22901 e z - LV ALTAR)KANRAH ROELL pal ENGINEER GOWNS ENGINEERING W 200 GARRETT STREET,SUITE K �._ ^ , 200CHA GAR ETT SSE T,S1RT2 // q !!H2 ` �,'.x� 3 � ,,�a; ,-"� �. T��� SS✓J _ ' ^' �� � 0F \ r� /........----.....„ \ �\ ,•, '� - o TAX PARCEL 4: TW07600-0000.055AO AND POMIONSOO]6Mi•OD•WOOIOO TO BE DEVELOPED(SEE SHEET 2FOR BILL PROPERTY LiMR561NFpWATiON} • //. / \�\ � ` .i� n� ♦AFL s :1, 412 Qg i C s O - PROPERTY ACREAGE: TOTAL FOR5C0 - jl'I _, y�� IS♦ K^� W ;v).:1,,,.:,<i%„,. y�y n z af01t prSUe Ca1,1DIHG.DRAINAGE Ax0 ACCEGS IMPROVEMFPRS&l07 A[RES ro BE DEVELOP®WI1HiN TARP OJ6WW00.05SAp FOR BUMINCS A B& / :'' •"``_ 4 \��. -`�C®`_ \ �I j% •i .- [+ (nD k r 4 5 $ W CARD THEIR REQUIRED INFPASIRUCNRE) I \ • t:w..-111119 / .,• • V m n 1: 20NINCK PROPERTY IS CURRENTLY ZONED HIGHWAY COMMERCIAL WITH PROFFERS•APPROVED REZONING , Y�t�p 0 ' i O ¢P. ' ,q�` 2NA 2012-000075M STREET CDMMERCA•APP0.0VW SEPEM0BR 14,2016-435 AC LINGO / yr,�, / ' ✓. '•x. \.. .�-�•"..--- AZ�AL4 •���/rG R e y =��F,•O•♦. D• I J O O Y 11' a'f IN ADDMON,THE PROPERTY IS LOCATED WITHIN THE FOLLOWING OVERLAY DISTRICTS ENTRANCE CORRIDOR,FLOOD HAZARD,AND STEEP SLOPE 4.1 .- : `SK i, taa\ `� - �EL••ll - GG OVERLAY DISTRICTS A SPECIAL USE PERMIT WAS APPROVED FOR THE PROPOSED Fill WITHIN ME ROODPWN UNDER SP 19991)59 B SP 2007-061 / ` •C;:- �^Y •�A _- _ E.II „Air n BIDC&11lDIXG AREA: TOTAL.GROSS•2I,42CM(BUILDING A•9,5004;BUILDING B•9,A00 4;BUILDING C•8,520 /' y& �5`•' �ah'S `. \\ ' F /,T J - •- , 1t' R BUIIDINGABB(CCNIMERCAL AND 0.ETAL)BwI1DINGcfDAYCARE) /X"a. y \ .4v j�:S•, ` ` - i�f.ti. ,, -- /�h` / UJ2 1° ,1r a _ TOPO('RAPM/SVRVET' BOUNDARY B 1' aPAPM SURVEY DATA PREPARED BY)OHM MUTAIR 8 ASSOCIATES CONSULTING ENGINEERS ANO MERIDIAN BANNING GROUP,AC / ,qG," L`� `S��'�'b Illy `A --- - '��. .. ,.' P! 11��TREE�j'�b ae MOST RECENT SURVEY,ICJBTCJ1OLUNG BOUNDARY INFORMATION PROVIDED TO FILL C ENGINEERING IN MARCH OFV RAJ AND JANUALY OF 201&THE / / $a_ III/�1II \\ �, I _ I • / /}' 0.- G ARK AL . N n� S - STTE WAS FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2017 AMOR TIJ FILL CDNSTRLUCTION,AND AGAIN IN JANUARY O 201E "C7. • I / / PARK • •an 5` # %F4. { DANFE ELEVATIONS BASED ON NAD 83 ORION. :♦ ilv- /\ _ PROPOSED _ N "-�a D BDODNAN INFORMATION: PI \DEVELOPMENT \ • 7- I 'THIS PROPERTY IS LOCATED WITHIN THE NOODRAIN UNITS,TONE'AE',PER FEMA MAP NUMBER 51003C,PANEL 02690.THE PROPOSED DEVELOPMENT IS LOCATED OUTSIDE \OF THE LIMITS OF THE FL.00DWAY IN ACCORDANCE WITH THE FEMA MAPS AE WILLF SHALL BE REVIEWED AND APPROVED BY FEMA PRIOR TO THIS FINAL SITE PIAN5 /`, �`J\\ 7 VICINITY MAPAPPROVAL AND THE BACENENT OF FILL AS SHOWN ON THE MAN,AND A LOBAR MILL BE REVIEWED AND APPROVED BY fEMA IN CONJUNCTION WITH THE COMPLETION AND I - SCALE: 1" — 1000ECERTIFICATION OF TIE PLACEMENT OF THE FILL ON THE SITE NNE BASE FLOOD ELEVATION FOR THE PROPE TY IS 3830L 1HE PROPOSED FLOODRA1N ELEVATION(PENDING 2.• O - FEMA APPROVAL)IS SHOWN ON THE SITE BAN NOTE•ALL BURDINGS SHALL BE CONSTRUCTED WITH SLAB ON GRADE FOUNDATIONS \\„V \ , I nnr7nSTPEAN BUFFi9tS THERE ARE STREAM wFF13H5 LOCATED ON THIS PROPERTY.A lfO'STREAM BUFFER IS 5lOWN f0R BISCUIT RUN&A!W'SmEAM BUFfE0.IS SHOWN fDR H .. •„ NMDORFS CREEK WITH A 50'M[TIGATION LINE DIE PROPOSEID DEVELOPMENT A OUTSIDE THE UM[TS O THESE WFFERS WITH THEE%C®F[ON Of IMPACTS IN TXE GNOWARD 50 / \ \ \ 4I Q , 1'F •+ - PORTION OF THE MOORES CREEK STREAM BUFFER IN PLACES.A SEPARATE MMGATION PLAN WAS BEEN APPROVED UNDER A DIFFERENT MAN FOR MESE IMPACTS2400000e. • I O /2 a .-I 1 i ir WATEASHEO:THIS SITE IS LOCATED WITHIN THE MOORS$CREEK DPOJTI00E BASIN / ` I I ';d'- ' / Sheet List Table EXISTING VEGETATION A PORTION OF THE SITE HAS RECENTLY BEEN FILLED&SEEDED.THE RETAINING PORTION OF THE SITE IS PARTIALLY WOODED WITH LIGHT UNDERBRUSH / - `"*9• Sheet Number Sheet Title - ACCESS THE SITE WALL BE ACCESSED VIA AN EXISTING INGRESS/EGRESS LOCATED OFF OF 5TH STREET.LINE ACCESS WILL BE IMPROVED WITH THE PROPOSED DEVELOPMENT. ''�t'V I 1 COVER OPEN SPACE NONE IS REQUIRED OR PROVIDED WITH PBS PLAN \ • q \ ` / _ AR , I 2 EXISTING CONDITIONS&DEMOLITION PLAN RETAINING WALLY MAXIMUM HELM OF RETAINING WALL SHALL BE BETWEEN 6'AND E.ANY EXCESS OVER 6'MUST BE APPROVED BY _ / 3 STE PLig BY ME COUNTY ENGINEER ONLY IF NECESSARY TO ESTABLISH THE WALLS FOR FLOOD PREVENTION WITHOUT REMOVING GUARDRAILS I H�'� `I' PROPOSED- I 1 CL AND OTHER SAFETY REASONS \ \\\\� 4 - -- UTILITY PLAN ` DEVELOPMENT I SIDEWALKS:PROPOSED SIDEWALKS WITH A MINIMUM WIDTH OF 5 FEET ARE SHOWN ALONG STH STREET&WITHIN ME DEVELOPMENT.IN ADDmoN,A S BIKE LANE IS \ \\\\\_ \ ' Y / /. 5 GRACING RAN Z W PROPOSED ALONG THE FRONTAGE OF THIS SITE ' - / / 6 PROFILES H ' /. - _ 7 DRAINAGE PLAN&(:ALCULATONS 11111111. F--1 PHASING PHASING SHALL OCCUR IN THREE PHASES EACH PHASE SHALL ACCOMMODATE THE MINIMUM REQUIRED PARKING SPACES FOR EACH PHASE,AS PROPOSED.SEE \ ti I 0)a c,, CO - WAILNG REQUIRED&PARKING PROVIDED CANED WITh BELOW FOR DEALS ALSO,ALL SITEIPEDESI PATHWAYS TO MOIRES CREEK(INCLUDING THE PRIMITIVE ` / TRAIL B PAVED ACCESS TRAIL)SHALL BE INSTALLED wTM THE FIRST BASE DI ACOMON,THE 5T1 STREET IMPROVEMENTS,INCLUDING THE TURN LANE / • 8 NOTES&DETAILS MODIFICATIONS.CONCRETE SIDEWALK(&BIKE LANES,SHALL BE INSTALLED AS PART OF THE RIME I IMPROVEMENTS / . • _ _ II ...... .. .. } // 9 NOTES&DETAIL$ 2 _, LIGHTING BAN A PARKING LOT UGH TING RAN IS INCLUDED WITH THIS RAN SET. / - • 10 U11UTY NOTES&DETAILS Y (V - SETBACK&WILDING HEIGHT RESTRICTIONS:A MAXIMUM FRONT sumo(OF]1'WAS ARRIVED BY SPECIAL EXCEPTION DURING TIE REZONING O THE PROPERTY.THEM IS . i , / / //-.... 11 LANDSCAPING PLAN A150 A IT PARKING SETBACK / • / 12 IJGH1JNG PLAN W co LL NT - STEEP SLOPE'ALL STEEP SLOPES ARE PRESERVED SLOPES ON ME PROPERTY-THE IMPACTS TO THE PRESERVED SLOPES AS SHOWN ARE PERMITTED THROUGH THE PREVIOUSLY / / / I // 13 5U1STREET IMPROVEMENTS H - APPROVED SPECIAL USE PERMIT AND REZONING FOR THE PROPERTY.THE IMPACTED PRESERVED SLOPES SHALL(*TREATED AS MANAGED SLOPES,PER THE ZONING ORDINANCE ! 0 / 11LL`� I • 14 PROFFERS AND CONDITIONS W N z SIMLAGE THERE SHALL BE A SIGN MONUMENT AT THE ENTRANCE TO THE PROPERTY UNDER SEPARATE REVIEW.THE FREESTANDING SIGN CONCEPTUALLY SHOWN ON THIS PLAN �.. / .� I / / // 0 WILL NOT BE APPROVED WITH THE FINAL SITE PLAN IT WILL BE APPROVED WITH A SEPARATE SIGN APPUCATIOL MINIMUM SETBACXS WILL BE REQUIRED IN THIS SEPARATE 14 TOTAL NUMBER OF SHEETS Q3 W - REVIEW.ALSO,INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD SIGN GUIDELINES REGARDING SIZE,SCALE /AND PROPORTION RELATIVE TO THE SIGN BATH AND THE OVERALL BUILDING , PROPOSED I /- N Z - - HVACALL OUTDOOR HNAC EQUIPMENT SHAH BE SCREENED ON THE ROOF BENNO PARAPETS VISIBILITY O ALL MECHANICAL anima A KCAL EQUIPMENT FROM THE ERANCE CORRIDORI • / // LEGEND Q 0 - (S STREET AND IGA)5WALL BE ELIMINATE-IL /\ \IN ... _. - / / EDGE OF PAVEMENT THE LANDSCAPE RAN PROVIDED IS IN ACCORDANCE WITH ALBEMARLE COUNTY COOE SECTION 327.9&THE LANDSCAPING PAN IS INCLUDED WITHIN THIS RAN SET. / - f ... W Ce ...................... CURB =ii W STORMWATER MANAGEMENT SHALL BE COLLECTED WITH STORM PIPE AND RELEASED INTO THE ADJACENT STREAMS THE MOORES CREEK GAMMA POINT IS GREATER MAN 100 / I PROPOSED BUILDING WITH INTERIOR WALLS 5 > w - TIMES THE DRAINAGE AREA FROM THIS SITE,THEREFORE,NO DETBRION IS REQUIRED.WATER QUALITY WAS APPROVED WITH THE BEST MANAGEMENT PRACTICES OF NUTRIENT / • • / // II CREDIT PURCHASES AND 5WM FOREST AND OPEN SPACE PRESERVATION EASEMENTS PERVIOUS PAVERS IN THE FRONT PARKING SPACES ARE ALSO PROVIDED,TROUGH NO "— -- - I•' - I 7 Cow - CREDIT IS ACCOJNIEO FOR WITS THE PAVERS. L . I I PROPOSED ASPHALT PAVEMENT I- Q PARKING REQUIRED: PARKING SNAIL BE PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY CODE CHAPTER IA,SECTION 417_6 _' //::::':::.....'...::::::..'::..:::.::'. I- PARKING `. F::::':::::::. :::::::: •.�.::::::.':::::. '. ::::: 119K4330326-/.6 13.M.6a"s PROPOSED PERVIOUS PAVERS SS SPACES PER 1,00040E GROSS FLOOR AREA FOR THE INITIAL 19,000 4 FOR BUILDINGS A&B `' '� PHASE I-(S.5/1,000)A 9,500•53 SPACES - - / —..-..-..-..—STREAM BANKS W PHASE D•ISS/1,000)z 9,400.52 SPACES _ 16 , , STREAM BUFFER a 1--I -. R I SPACE/10°13ms:EN ENROLLED+1 SPACE/EMPLOYEE FOR BOWING C(DAY CARE) PHASE M.ESTIMATED100 CHILDREN/10+15 EMPLOYEES•25 SPACES - -PROPOSED EASEMENT VARIOUS{NTH EACH SHEET �/ TOTAL SPACES REQUIRED•130 SPACES PROJECT OVERVIEW 1 DRAINAGE PIPE U LOADING SPACE PARKING SHALL BE PROVIDED IN ACCORDANCE WITH Al ANNAAI P COUNTY CODE CHAPTER 18,SECTION 412.13 SCALE: 1" = 50' in H LLJ 1 SPACE PER 6,0000 OF RETAIL GROSS LEASABLE AREA F 1 SPACE FOR ROOT ADDEGNAL 20,0304 O RETAIL GRASS I PSAA E AREA S BENCH MARK Y C PHASE 1.(I/B4ODS)x8,OI.1I/20,000 x(9,500-110 0 0)•1 SPACE L - PHASE II-(I/8,000)x BM 1/20,000 x(9,400•8,000)•I SPACE v SOOT STANDARD STOP SIGN 7 W C _ PHASE ID-NO LOADING SPACES ARE REQUIRED IS- PROPOSED HANDICAP PARKING SPACE STRIPING IL L -_ PARKING PROVISED. TOTAL PARKING PROVIDED.IN PARKING SPACES+AN ADDITIONAL 2 LOADING SPACES DEVELOPER PROPOSED ASPHALT STRIPING(DIRECTING TRAFFIC) 0 - (THIS INCLUDES 13 £XISTING CONTOUR HC ACCESSIBLE SPACES) PooL) (RASE 1-59 SPACES+1 LOADING SPACE.PHASE IN 59 MACES*I LOADING SPACE RASE m'21 SPACES) PROPOSED CONTOUR NOTE 1.)ADDITIONAL PARKING HAS BEEN PROVIDED WITHIN PHASES If IL PARKING WITHIN PHASES I f I SHALL BE PIEDMONT DEVELOPMENT GROUP j W 506 CONSIRA®T POOR TOTHE PARKING IN PHASE IN TOENSURE ADEQUATE PARKING FOR RASE 10. .N rc PROPOSED SPOT ELEVATION W 2811 HYDRAULIC ROAD 2f TBCC DENOTES TOP/BACK OF CURB W 2)THESTRUCTEDY AND THE ATDASGHALLSSNTH BEN HELD IN ACC 00AII PHASE THE THE DCP ALLGREENWAYS SHALL BE T/9 DENOTES TOP OF BOX J I- W CONSTRUCTED AND DEDICATED AS SHOWN ON THE PLAN AND IN ACCORDANCE WITH THE APPROVED PROFFERS CHARLOTTESVILLE, VA 22901 -PREsEREED STEEP SLOPESce BUILDING HEIGHT: SEE ATTAINED ARCHITECTURAL PANS WITH NNE MB SUBMISSION FOR PROPOSED PLUMING HEIGHTS OF ME STRUCTURES.All eURDIMGSARE(1)STORY � - ceSTRUCTURES AD SO NO SETBACKS OR STEP BALMS ME REQUIRED FOR M15OEVELOPAENT.THE I NOU KJ N BUILDING HERSALI RE IS'. SEMBIEBSSEIBE PRESERVED STEEP SLOPES TO BE IMPACTED IL: BENOIMARK: SEE SHEET 2 FOR THE LOCATION OF THE(t)BENCHMARK ON THE PROPERTY. I PRIMITIVE TRAIL CK C SITE IMPERVIOUS AREAS &RIDINGS•0.63.0(27,500 DA-I5%A OF PROJECT UNITS ENGINEER PEDESTRIAN AND VEHICLE TRAIL WAY TO GREEN WAY u o hi— - S (-• I PROPOSED CONCRETE p w Ln PAVEMENT •&l4 Ae(6,22551)•'SPA O PRO7ERUNITS INII PROPOSED&EXISTING GUARDRAIL PAVEMENT•1.52 AC(66,4I0 51)''SPAR O OF PROJECT LIMITS PN n " &"�(4,700 IMPERVIOUS "%E OF PROJECT COLLINS ENGINEERING PROPOSED FENCE - roTAl PROPOSED IMPERVIOUS AREAS•241Nx:(IDI,B35 DA JOB NO. TRIP200 0 A R R E T T STREET, S U I TE K -•- •---• •"`" EXISTING FEMA 100 YR. FLOODPLAIN(ELEV.=38T.9) 132093 SITE GENERATION ADT Is IN ACCORDANCE ATI THE ITS TRIP GENERATION,BM SES US AND ADDITIONAL TA FOR THE DEVELOPMENT WITH REZONING QMA2p12.OWly �W N I IRr—(IRO STREAM BUFFER SEE SHEET 8 FOR THE PROPOSED TRAFFIC GENERATION FIGURES&PDT FOR THE PROP SEO USES CONTRACTOR SMALL VERIFY LOCATION AND ELEVATION OF ALL UNDEIGROUNDUTIUTTES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK CONTACT CHARLOTTESVILLE VA 22902 I I I. _ —EXISTING FEMA FLO'ODWAY SCALE - ENGINEER IMMEDIATELY IF LGCADON OR ELEVATION IS DIFFERENT PROW THAT SHOWN ON NE PLANS,IF THERE APPEARS TO BE A CONVICT,AND IKON DISCOVERY OF AM UTILITYNOT SHOWN ON THE BANS. O O O O PROPOSED /00 YR.FLOODPLAIN, PENDING FINAL AS SHOWN NO CEMETERIES WERE FOUND WRING THE FIELD INVESTIGATION AND SIURVEYTOPO AND BOUNDARY ON THE PROPERTY. 434.293.3719 PLACEMENT OR/A1.FOR COMPLETION OF COMP SHEET NO. (ELEV,=3B30' TYP.) El _ 'WELCOME TO / / APPROKMATE LOCATION OF CHARLOTTESVILLE / / EXISTING SANITARY SEVER ESNT. ((�AA.X,TII 0.b, �\ • STREET9IG / /� / / / ��<•t``' Lj�� _ / =Rd STREAM BUFFER / 076N 00p)S5300 \ • / / . cCOTT R. COLLINS'Z CHRISf7AN AID MISSION \ U 1201 STH STREET EXTENDED / \ / / �A PORTION 0-00•0 10 IMP O Lic n„ uT'a at OWLLOTTESVIU.E,VA 22902 VVV d 9GN 40c A SSAAN TING 5 N. FTVINVESTMENTS LLC STH STRUT STATION CITY IMP 218051000 VENTURES'IC / / E� ZONING:HIGHWAY COMMERCIAL ''.."1""'`) T MAIN \ INSTRUMENT 20150004565 '".� f�T 0.&/PG 1547R30 • HA- RLr4 �� I1`$iRUMENE:120005654 ZONED:NW {,7G.]i =d M18UCACa55 EASEMENT / F.T3' _,,R6"A�'SO -ZONED: DB so=;PG a59-=bt(FIAT) �. I ,, �•� AGRE{IAENTI P� 6�D.37 ACRE •,` Op S0+3,PG=ES,14(DEED OF EMU.) / •. ONA1. L ' ,I.° . 5,00S, 0. . 0:10. , ,..,' 1:4-''IBETS / / •-,,, ,_. / \ g .y 4 // / / PEDESTRIAN seGREENWAY EASEMENT / J P'' 6�}} / �� •` / FOOTBRIDGE DEED BOOK 358o PAGE 497 / j /I,0 ,,��p � ,��,,4,yy-`� 535.3B aa6cFW \ / U .^, a//I j/ r ��`_\fi 7�:1. _.�'76;`—i 50.0' ; g / / \ \\ .SEWER-, d'/// --'v"N \ \ g •< / \ _EXISTING se �oa =B3 / /�/ t \Z45•?78 \ T.B46.7fE // // C WATERLINE / / a 50:0'... 1 Y \ °R_a_ — _ - ` -.,,,,..FF //—/r �/ .= 1g s / \ '/ / a. ` IK3B11f� S `- — — _ — rt �w F� ,; = 8 mg Q �^ i STI `%///� / 44 `- / 4:. .OB.SAI3,PG z9'u4[PLAT) ��` T 7...` T �� W a G t' gg l Y� /\ \�cis TED , � ,...*: 4 DEEOEENWAYEASE E:�7 � p~•Is SRN.PG PUBUCAC0.CE 555Mi).... \ .. L. �/ O l i 9 e C 1 , STING g ��, /aSg''� O. �'. DBsg3 aGisr+E41An \ r_. .. ._. ___ _ — �_—_ -��� // 3 O °T .- ; g" - IN SIEG ESS /' i/ / — �. /fy/ / \ .:s••7,Pc F65,741DEEo DULY _ _ l ! 1 5 § W 1 i Q EOER� ice, / \ , / 600p iaYnow / GREENWAY EASD/dT rPROPERTY )�� / S (~/� > .�., V '�' \ / / }°. / ( / — '�\„ /. VATS ELECl7i 10EE0 BOOK 3580 PACE 497 4 LIMITS RYP-) I!� \ �/ 1 ' N• a' eS 4 ., ,,�- /I\ C =d wE wvNAGE / \De 4e�v�GET \\ \\ 20 Eo. / tI�I / / a+3 i _ — i_ \ i..l A i r I ^;l 1.:f:;y=_: / !'CSC.. �'dyrc= "` :x /ITsD '� \ �• i Q\ "-P..-- — / aD'wll ` J I J // / / /j� x M / I a /A-G / .�F / PORTION FTMP 07600-00-00.055A0 / / 4 7' \ 14 l l / /// // / ' / l — � \ \ ILl 3 E. Di j j1 �K� / /// / 6 IrvvEsrr4ENrsuc ' A,e iv ws r\? s3d3s� / /// /� /// /// — — \\\ \\ CL c- i 1 I ,FM , NG HOLIDAY NN PG 259.264(RT ma.(DB�45B0,PG ` / / t h // // \\\\ `d , '�F /, '-OP�A* , TO BE RE1pCA18D ZONE. ,4,070 // I YACdTED UNDEfI PLAT(D� 1 E 1.0' \ thy / // / / r \\\\\ '3' / 'LS"k- 1�- 1 1l _will 1HE IMPI(OVED. / / 601J.P6.z59-z64) 'y/jam/ �' \ /I' / / / \ _ , •y�•' '�" \ ,\ - 44.DIPANDED TRANOE\ / FRaM MooREs ��./ \ // �� .'sMlc ETJIA/ © // /// /// / -1 — =\\\\\ \ 7 /.a ~ V / \ \\ ) 81 100'STREAM B0FEDI `\ rogwF .' Gom....e•Tree N. l'I EXISTING - HYDRANT_-�/ /. !� >\ \/ \ \ / // TJo1` � / _ �° 2Orn.. i� .�-v / /. //// //// 1 = \\\\\\= — BENCH, ,-K ELEV. / j i \ ` THE STOB�-risi / / OVERHEADIJTILITY POLES \ _ —.�' / / / / \\\\\\ — — — // •Si - ' REMOVE 1 �/ ..,,LINES -BER MOVED WITH E\1 / \ r /{J� // — \ \ \\ \— — / / 1ACE ` /,/ / /1� /I��I F Y /�/ 1,/ l 1 // / / // / r \ \ \\ \\_T\\ � _— l� � n I. 1� I. m y ] xd PRIEVAATEI 1 ,- ! / RD-S SREPLAN, / ` .."- SANITARY / .. .. ry ti ,n _ EJOST 104 /F•'^ \.(` \ \ „\ 3 / AA,5, I" ATE ffi PEDESTRIAN IRd GREEN*Y EASEIAEN / / / / \ \\\\ — 4 S \, O ,� 1 / / /LNt3 P REVIEW. J 1 A49�71 VACATED DEED 8001fPPAGE t97 / S�j // \ \ •\\\ T. \ — • / O m \ \ oa w=s EG=Sg•=64\ _ / / Fj1 Y�L/// TO REMAIN ��' \ vNEAmtwmNPwArE 3'' r / / I� ) / / / / \ — \� — — / '�^ uT n a /p<5Tl \\ \ \ INGRE95IEGREES EASFUFas./ / \ 1 }p1� UNDER PUT O:e 5017, / / ,4 / / /// //.. r — \\\ \ \ — —\ \ / / ✓ 4,E''- \ ' Smi Er' // / II I T�)Oi'/ / / PG 259-264J �67Pplor / / ///� / //// / / //// / —\ \\\ \ — — _ — — \ /// \ 7 II ��� / ) B . // 1/ /////// // / / \\ \\;; ; \ - e ALLEY/DIN Pusu<DRwNAG`E EwAENr // �+/ I /, //yy lP / / / / \ \\ \ — \ ` / N..IT *st \ + 1 , /�<��ya�o�W1 i Des•,7,PG=ss'FEalvun /// / ,/// \ \ _\ \ \ \ ` 1///, 7 =d ACSASEWE' '~ L / -'.7B � / DB 5,,PG aVaea(DEED OF ESMC)//j / / /.. ... Ga I�/ ./� /�7I 'S• ////// / / COUNIXTNP�76L•1�1 00.0Q-OD?Al_— —_ \ \ L + DIMING cuLVFAr LTG` •. // / s-T.«.. EASEMENT ` • / VANABLEwBTN PRYATE 1 / / / / I' / / / STH 4IREET3TA ON YEEIIURES}LC`\ _\ — \ ` — — i/// OB SR+3 PG iE3 BE CAPTURED PATH TH \F. �:. l 1 -EssIEGRE55 ACass ��S / /, //�/! ///.y / -t�/ / -DEED EOB1(48 PAGE 5R — \ ` \ PROPOSED DEVELOPMFNL\. J//' \ —� // / // / 6•Mp1e %� V //- 7/2/7- ///// // // / // \ \ \ \ '. PUHCFF WLLCONINUE TO �" :?C: �` DB so1i.G.359-M4� /// (/'')�,,..,� 3e.<« ,/ / �'LO E0:PD6C \ \J/�//i OUTFAL p:%-SAMEtiu":0i WIEREITFNTS)HSPM[EL N. �°ap 1�, ) IE ELE[TIEC // / I ///, / \ -- / - ENSING STORMSEWER 511AL * `� F 'R / EAMEMEN7_ ,� \ / TREES TO REMAIN Q / // / / / /// / ` -- — \\ `` _'_i /� W .a.'•N' Y �y�g PAGE / �� \ / ITV ) /' / �yJ/./ / / / — — i Z „P,,,A, 9 BE �\1"2T , � �\'` / / / / © 205/comaro �' // //////�/ / // / \— 1 \ \\ — !I // H war - 'PROPOSED DEVELOPMENL ` \ ` , wJ \' S // / =dygpaTE DRMWWE / /I re< /�/ / {//I I d / // // �` �\ 1 \ \_` ! !_ 1_ RUNOFF Y4lLCONNNUE TO -1 n. \ \ P`/� I EASEI.IENT �/ / « B � / // / /////f/ / / / // \ \ \ _—\\ ! ! �'OUTFALI.IN TNLSAn1ELOCAMUI I 'YF". \. l`�� /T� / DB9Mi PG E99'EEt / B IIIIII ! djITdTSTMSEL . m'\\` ". / ,.(�'1'�., /, n « /I ////// / ///// // / / / // \ \ '_ ` ,TEMPORARY PM TF,PG Fos(AO \\s • ,,F� ACSA SEWER eR *} ,/ /I Z...19, 100'STREAM BUFFER 71/ / /.' / /.� / // / / 1 ........ \ _` ! M ACCESS EASEMENT V.t381. S" EASEMENT / I iR011'BISCUFT RUN .. ./ .. / .• / \ \ —� r //,osiiiiiiiil, D849B7 PG=o5 MAT/ ' / OB SCSAS ; l / <. / ///!// /l%//fj / // / I \ — ,---,-'-'-1--------: c'iDB 49BLPG AS(DEED OF EASEMENT) • l I �l ` /� �: //T5 /"// J ... / y ./. // \ ` a S / / 7/ .ANDVMABLE WDTIACSA l f/r / //////// /// / / / / _� (V vNBABLE WIN PuwcINGREss7 E/ I /` RES[OUEOFCOUNTYTMP ,} ./ / / --� — — E4.-SACCESSEASEMENL •Alw�� WATERLINE EASEMENT ` -,< / 'y • /. I/ I / // / // �- OBa9B7,PGaoS(PUT) - • OB Sm3 PG=63 / N ..• D76M1.00-00.001DC �/. ../.' ////"' )/ / ,t / / __ l �1 Z . DB 49BL'G S35(DEED OF EASEMENT) ^/ /' // / o l6 IIbN. / ///// / / / / — � QJ 7 FTV INVESTMENTSIIC / ' / _ E'7 / .. `_ ...DB S013,PG 259.264 PIA /// itow..,;/.,. — _\�/ APPRO%IMATE LOU / B7 t TJ..// /q.1. . .b .//I/(. / / _ _ — \/ / .... YOKED:L �99�i //�//////// !.///./. / / /^ —— _ :I: — _ — a 4 / OF EXISTING TREE LIN �,.,<� ~ li::: TMP 07600-00.00..: CO , - TREES BE ITYP.) / \/ / t29b" /- 5.699 ACRES �i /.� ...l�' l./I(/j'// /t` r -/ // //. /> / // _— ` _ — _ - - — - \ W c‘i7 zMORRIS CREEK Y • UB INC a �� YREMOV�D J \ /?�' /�'` �/ 4J�' / //// /./.../ //. ..// /"/ _ _ — — OL OC/O THE OLYMPIA C. 'ANTES / _ / / ucswMFDREsr,uw oFEN /� 4 /�// / /l/1 / / / // /// /// / // — _ — Ow s DEED BOOK 1711 424 !. I / N SP�;FASEMENT(S54c) / / / I !l� / / /ZONED:HC .w,N 1 r'v_'n'-. i I \ SS�ES / / gL7U'sycamore Dea9.9.PG 'nT�1/ /� ' / / ,/ / // / /��•// / — — — ' '- _ ' N J - / / / II0 DMINTENANaAGREEMENT) / //LIl// I!1(//l///////// /// / / +' // / __ Z C\IA . •J: I 3 STIN¢FMESERVE�'SP SLOPES TO BE / r i / �� / 4 ' • 111 // // / — ._ z O'I' ,MPACTEFpD IMPACTS TOME RESERVED / / •._. .. / t , - ..,. ,.", ./.L."Hit/.I//////////....//....././.././/...�... > a' -.. \1 SLOPES AS SHO ARE PERMITfED ROUG I I I7'sm'. � / I �f / ///// /I l l / // // / / / f — — — '- - _ O w / THE P OUS YED SPECIAL �' / 93 syPanion / // / I/// //////I//I/ /I // / ///// / / / — — — _ 4 w _1 0 - \ ,/ PER D ON�ING FdR THE WIOPE(E�y�.�j� / /{v bn Q (�T/ `/ '/q ///./.i / J�i1[��'� p{,.T/.!/. /(,/// / / ! J AREA OF BWAn OVERLAP \ /• i ,]yK---"'` .,,,_J V f - 16-r - I`V� // / •..�K ,,!!�/ / / .BIDOKA P F"'../ I///!/' //// /� / i —_ _ — \ J_ W ctS IMMUNE,ON PLAT\ RECORDED ATOBaP+,PG4;3 /1/ 7- 1 / ( \ \\ \ / / /// , l/ /.. I if // I/j //r.� �/ j /�/ �f ./ l ./. .... // / / ZF / / � //j// // J/../. //" '///:II//.t// /../// / ' . " / — / �3 ieve / /. // / / / / {{// / / f /.. /. . .. / r o o _•S fv f4CO,i . \.6 ,2-A,,, 2 ADn ... . .... . :///./ /... ... / /. . ./././. .(././...../.. /. :.: . / — r H YY i - , /- / / //////.././../..//... // / / // // , ..V N6 8564 x N. , T / i /// ////////%/1�/////ll/- lJ1 / /lI1/ l/ / / / / / // / / ! Q z. T �T8'bn 1 / /</ / ,/ p�55LINE / Y -� 2d'6Y Rmo,e / / /// /9///`/////////////// ///// f / // / // // / / / / // / / _ - O S/ )OI L»SaA;PG=9`=4 I' •�' .^ 12•MRPTd // // ;/ '...././//.,r. //4//-// /. /. . // //./.. ///.«l/. /../y /.. /.. /.. _ , /.I Ulu W _ / �y /,- / /! / /////// /y../..//.../././. l/7 //././...././...../. /../ /... Y �_ is \4, Q /� .//1. • / / /I 1/1I/.//.//.//.././. ///I/// /I..... / �:�:�.:./.` .. ..1... ../../... / f f / / ! ;c A�X ///./ r. v ('.�J / .� e'/�. /./. . Ill / _ �, t 6 / IfiPa'pO /y / � .///// /. //.///.,1" /./../- 1-,- // / f f l/ l I l / l ! I U r, 4 / �/ // / ////P//////// /// /// //// /7/ // / / / / / / / S8�3DB4`-// -J �� '` � —..� w H T,s�Rm.,. / / / /�// // / / // // / / / / / .1 W >m,__ �3 75 W R . / / / _/ / // / / / // / / / / / ---- J W N86 8' / -. ConliNG CFFSITE 674, + /\ , I FENS /// �,% /�//////j//l///////// /// /// //// l l 1 / l l l l l H . / d "+•'_ EXISTING OFFSITE SEDMFNT US INTERSTATE ROUTE 64 �' / l / / / >l / O w 7 I I�;1-- ^ 1+.4 w nBS TD SET. VARIABLE WIDTH PUBLIC �/ /// — /// ///////////////// / / //// /// Ce i.6`-_\•''ti #//¢////////////////A///// ////// / / o o� '" / / EXISTING CONDITIONS NOTES: N i ' �'•� .°� •.... yr /i//// // 1. THIS PROJECTS STORM SEWER OUTFALLS WITHIN THE FLOODPLAMN LIMITS,BASED ON THE 30B NO. 1 APPROVED FEMA MAP REVISION FOR FEMA MAP NUMBER 51003C,PANEL 02690. j ` -- / //f///// // GRAPHIC SCALE 2. BOUNDARY&TOPOGRAPHY SURVEY DATA PREPARED BY JOHN MCNAIR&ASSOCIATES CONSULTING 131093 — ., / /J / / p m ENGINEERS AND MERIDIAN PLANNING GROUP,LLC.MOST RECENT SURVEY,TOPOGRAPHY AND scALf 9 / /_ // / • m BOUNDARY INFORMATION PROVIDED TO COLLINS ENGINEERING IN MARCH OF 2017.THE SITE WAS �• ! FIELD VERIFIED BY COLLINS ENGINEERING IN JANUARY OF 2017. AS SHOWN T ///// /// - - - p3 y.I) 3 FOR MOORES THERE IS A CREEK WITH STREAM BANFER ONSITE ALLOWABLE DISTURBANCE BISCUIT UN.THERE IS WITHIN THE LANDOWARD 50'PER SP SHEET NO. 4 LNTF$97ATB 64 / / /////� I IacD= 40 }L 2007-00063,WHICH WAS APPROVED BY THE ALBEMARLE COUNTY BOS. 2 ( 1 y, yy }, �,<�x f",:` r d'{� nrF,. 4 ? Zy y; y- ,: i+ /, ` /'\,� -•,,, �1 ' ANCE I5 Cv� >, 3 °`r � fi,�: rt" �, `y `ram � f {"✓1`Z � f -�^--,-..� THIN VDOT Rn I ~ 2 ,. 4\,� r 4h�r~`,. ;. ••,, ,.• '' ,�; � �%w�� d,'x.; �,,'` .V •-_ APPRO�,M�TE LOCATION OF EXISTING % %--"_``, `• ���I �,t� / L �� �t FOR L LENGTH FkT : , \ STREAM CJL= CITY GUAODR L. SEE SHEET s FOR TH �w5, F v� r,%x J/ r y e r",'4' 1 CORPORATE LIMITS _ ., OPb 'fir STREET IMPROVEMENTS / % . sy ;:Fi, W k?r r tr-3 / "i�` ✓`tSv' �•,, �.r�' PUBLIC ACCESS EASEMENT © �� $sr " CONTRACTOR SHAL INSTALL % J DB 5oz3, PG 259-364 (PLAT) ,en PROP ED MILL \ \:l.,a ' C , r� ;;.,.'•.•,. tir 4l4 r ',, EE 5'HEET�3 FOR EA PER WP w. �`u ' , . xt? • ,, 51DEWALK TO END OF CU (ERT WING / % DB 5os3, PG ztiS-274 (DEED OF ESMT.) _ � SCOTT COLLINS' , 4 x *,/ v e�r' . FULLIM�PROVEMENTS-'� r .., � / / �---_. Q +—� SHED' �` � >c'' r r r�� � WALL FOR SAFE PASSAGE AS HflWN, Lie. No. 0357J1 <`� l EXISTING �,� tSHEET 13 FOR FULL ALIGN N PEDESTRIAN NOTE: CONTRACTOR SHALL COORDINATE p '.< E r` \-1y ;° a ` h= jf ..IN =:Sk.',; FOOTBRIDGE WITH THE UTILITY CGMMPANY$e COLLINS'` �•';{'✓.5..�f.``,. Q✓" `"•'�`•C,>�.i•'-R`> k� has �/ .�t. .. / `Ct R SED x r >r t b ' `� `'' ENGINEERING TO REROUTE THE E K f;;, ,, " OVERHEAD LINES IN A MANNER THAT IS 3lA .,�. .,,ter, „✓iM?. ,.+r. d/ (, !h .;%, ek<' n /,,,+.,r. ^' . . . ... ... .. "!%,:r�;aA:i: L ACCEPTABLE TO THE UTILITY COMPANY, c� :}, r�,e,9 j. ,j;,� ,' v,✓� .r r ; ..s�.,, ,,<�✓ t��"j �-�` .. �'`'a,� RFL7RLST' D OPEN3 _.. z zC,�'7 E, . �•' 'i le"�. ,:`v <?f,;'c'r Wit', . i• 1 .' ^' C 1. SP , 5� WNT.{oaiO a ; . , ....... .c ,.,.J 5 < ax y PG.• a(PLAT}.. .... eLd J�"'�`,r r sCr``+Ci( ,�"'',,7` P. "' . Jt. \ ✓'- ,� 'fix�i''„'>-'`�>,. ,..���',:Ma' r; i^ ... �tr+t+f . . �? . , , ..'r'�" • .....:�''''.✓a J <x r,Ft ` E IDEWALK >,' ,DIB a PG 8- 1 j.. ..... . ...... z 4 : • ? <�`,+,� c .. :';: �,- (MAI>�'9'ENANCE"AGREEMEN'r� � , . ....... �` :<- �}—•--�----__'�___,_ �--•--_ t.� z ,,)y,;�v..�.�i� •t`� "`r, '`. .. !! f...�- '� "'•^---_... lsJ PROPOS r �e i. ``.rt . , .i-. r-+2 f•-1 h er"i "F``: .>X...n /` „f: i^.e• .,;.,•,r. r.,J i+ TURN LANE r f ' $ PUBLIC ACCESS EASEtV1ENT EXISTING LEFT PROPOSED �%� „. '.. _ A. z o' TAPER fl > STD. C 6 P L3t3 oi' PG 2 -26 PLA I — ✓�, t T) � ,.{; ,,;,C a ,t s ei5 rr r �F O r r t� ,, .i' ,fir,, �,,• i',=. z o STORA 4rx,,- .. M.,.,. ;:,, 8 PG..26 .z 4 (DEEQ.OF..ESMT.} 1t --� z 3 �,.:r..,:. x.,, r, ..,✓, .. , , E � 5 7 '�°' ...... � RI ' 1.T.tVENA•Tl`lRE:. `:».�,,,., �� u, � d J-.. ,r sr. ., r y._.� PROPOSED'CLASS-B- Mi:` -- . C� -4, :. '6 ,f,� s. i�J`. 1�J "ar J.3. .a2 f. L.._J ^�.,� r :<, n x` .:a Cn ;tiVER ER/STEPPING �^� . -' > c� RICK } IS t = r z k ,', ..n c , TR I o B�' 17- . i CFI 1 ;45 C} . l� �. }, r AL(T ki4 , H, k4C NN K + i W r .. v' Lk' < ' ;..,,,. ' / TONE PEDESTRIAN ¢ y:: � -�:.' � . . ,P NT 1T TR E , . ... � `^-'<:"'. i THE-PRt)RgSEDDE . LO ME.. 1N. 1: T: � � ,� ..- ::'k ;% w✓d,.� s, r.r .,,,,,: ^.r- +l' .. Fa Ci ,.... `.:•y aC a ! / u P.. SEE <w'ATHWAY } S I "•i I= sv r� �' v� tL o �. ,,,. <: • � ; -,�. SIDEWALK; NC3.DISTURBANC6S SHi0. _._...----�� (� DETAIL ON SHEET:... ... —.�.. ...,,, ; : •:.. , .. ,..,.a� -�' _ I'f'Hli+l THE 5l'REAMI�SUF�ER FCiF2THl5'TRAIL.. Co v t, ATE LO -, APPROXIMATE CATt N & :. 4 •tv <vyc-•er, r 4 YELI:OWFAfN �. d �S `� z s<r" - ": 5 w d. G M o SIZE OF PROPOSE SIG ,�:° w,< D I � , �7 ,, 3. I E, . N aq R -FOR LA . E s., .. k ; �% N *a' T _ ` f' C E' 'P , O E O . . R .,, R i7S NC r; ,- 1 : n` _ — i� c � s - D w BRICK v Df1tv1RS't'ER'PA , f !. r... „=?@POSE ,. CL }y ;,<;.,.1<., - ENCLGISURE:&•W{70DEfU GAVE }- _ . ,.. , V! PAVER \: a ' ,.a . \1 K PI OUS S ............. . _ ... ,. � ... `�•.. �r_:r. EEN.IN.G saEE DfTftiL SHEET $ O > �? ;+- . : , f _.,�F_, MITICATI01 } LINE FROM--— .. U sn Q s'� ,•,,,,,t,,. ,.,. s.. (TYP.} ,: � _ PROPO.SEDPEDESTRIAN... �, s 5�" , w... PROPO MILL&OV � 'C .z�,.: ,€ .,>,,...... ,��� ,,.>s f•: : \. ,,...,..•......: .:.... .... ..... ., ... ... •-4..,,.. .. , -�3y t �G 1 F. •. ..,•y> t . ... ..... ........... I � r ..: ., ..... ........ ..., ,... ,:. ., ............ .. .. :. - � �. - �,�, .. .. .. .: .. .. � ..... ... ... �.,`'^+.. ,_,_, �„.4Si..(„_ .... .:.. •"`` .:.1 si � to t� 10 is rr. • r < /,, < .. ,..., . t GS TYP. ,::. ._ M1T' 'ATIfN LINE. ?�iY Y ts. , i ��, RC>SSIRVG.MARK.N ...i...,.. }... ,.. :,_:. MOOR.ES',GREEK G r1 srr A PER WP-z D iA1L ON ®w,r . ^} „. \ ..... > S �G..x�^ .. 1, , w k.: r :F 4 `,U PATIO 1".2Oi17 Ot��s . SHEETt}{i`YP.} � � , .f �!� \afr�.,,r, •. a • .a� Q`� .•: Ci�% ,/' r ..-- � .. :w,a _-. � � a G . . . .. .........i �`t �" ,. � ,.• A r.... .. ... ....... _ � :. . ': PPRO . D Y �T E- � • �� �;.y.. 1-- r .,, ,, x yy::b U3 Cit p• di � .� (1a _................................. ... a RACE.. BERAAf2L1' �. 'C}UR1Ti` BOS- � w � �Y`>,' ,.���J'h ���F� 4?t' r.• �v ,v :�J. . Jr' fiJ. ...... ... . , ... .... �!. .AL �. L L ., , � t? ,, e' •,: , . , ,�.�. .. J "� PR POSEQ xo PAVEQ ASPHALT g.... � u, y ...... ,��.. �.` ,.� � ,... .. w,�.:?�, ,,,,�..,. •., ,. ., }.r VEHIICLE`&;REDESTRlANTRAILWAY ....r y�^.._��,�_ �r[.._.c., .. .... - .. .. .. .. ... .... '.�, �i LL! S O L P¢ x� :Y r tht 7 I •1rV1 1� ('� .;, • EE A 8 � C3 4,. N l x t3 sy R � z 4 1 /< H P S T •4.., J` d { Y, r E. _TR� I W Y NALLBE'A PH�AS 1 A L A to F~ S. t� a ✓� TI3: C �7 r,YI3: � ; r 5. � Z s4 h i� INIMU .f�f'#i Tt)RIE. .2 O P"✓ & u.a LL G.7 l`. t' LL.I -a E FOR ` !L.' 'ASPHALT. E SHEET. cz µ, 9 a 4• Mr fr xa t1i .Z�a r �•. w y p.. , Lu .... . ...... ...... ........., .. _ _ , .. .. .. _ to iJ PR flPo f t L% � N La Y f n , . , ED... it i � } �t• POPS "� -T U rs ..� SDRVVE HR LSD : M DI tQ tLr E M � ^ k' / y C ,J' "•;. per, , Y wtu '•, Lri ..PAVERS a%` 12VIOUS PE WINDOW WIND 4: ,n. ire i �•- d , l i ,,4 r % r�rat • 3•�J N- 4. f ^6 POSE A � •� u� PRO q5 � �. su t— , x EXISTING o' GREEtV1NI+.Y L� hma R. � a a. k. cn �'",+`,r• .,; x` J,r ,{ ., r �' ....... [,+y .... PROP4.5ED .. . - - :. , .. sn uj J . JT T� .-,... i. .., r N' y.... ... :::�:. .. ............ .... .... ♦: 5 ,6 .. ... .� '!' - %r 5. r� �`T MOUNTABLEC u ,.� R � � ..... ,. ... ... _ ... . <,: -. �. -.., .. GRASS MEDIAN ....., :'. EASEMENT`QB. 8o`.P�-' �., :: U �4 {. ),, � w SIDEWALK 'a B �J�f LLj > r !F -:. 4 1i HR �.. C }... ,. AND QRIVE T U s .PUBLIC ACCESS EASEMENT. _ ..., ... .:, PROPOSED CONC. 5 PROPOSED { r .. ra ... 1'... \ F� .... . . >.. LANE _.._. . ....., _ .�. ... r......... BUMPER BL CK 1 _ . QB as PG. z zra .{PLAT a: _. .:' o O S 5. , . 3e....... 59.... 4........... t. r _.... °✓' d O ,,�: �'"� :`., `. .,;;; ........ ,. . .,......,....,....-�.,..`„T-Y�...,- ,.,.,,.................. ...� .• ,h. rDB a� ' PEG�\: Sz.E6M'Ez-NT) D.�E..E..QPR PEQTR"EE ?'z TYPIROPC. YELLOW PAINTE LINtPROPgS a ronu unnarn nnrc� .. / >r ., GRAPHIC SCALE IIIIIIIIIII IIIIIIIIIN FEET �� RETAINING WALL FENCING PLAYGROUND FENCE TO �y /� PROPOSED TRAIL SYSTEM. rL a MATCH & CONNECT INTO a.a. THE DRIVE THRU LANE FOR STARBUCKS, WHICH IS LOCATED IN THE NE PORTION OF BUILDING A, SHALL INCLUDE A JOB NO. , d0 RETAINING WALL FENCING — A VDOT �i ® 0 ® ® . . . . . PRE -MENU BOARD PLACED zo' AT ITS CENTER FROM THE POINT OF ORDERING. THE POINT OF ORDERING, WHICH IS � ���� '® LOCATED ON THE SECOND MENU (ORDER) BOARD, SHALL BE LOCATED 56' FROM THE EDGE OF THE BUILDING, o „...,.., w, a ,< 21. CONTRACTOR SHALL COORDINATE WITH THE COUNTY AND THE OWNER TO RELOCATE THE EXISTING HOLIDAY INN SCALE x-- - a:....., ,4 :rG . S.. Jd ,. SIGN ONTO THEIR PROPERTY. sza 1 r.,,,.,.,.. 12.,INDIVIDUAL SIGNS WILL REQUIRE SIGN APPLICATIONS AND SIGN DESIGNS WILL BE REQUIRED TO MEET STANDARD x ` SIGN GUIDELINES REGARDING SIZE SCALE AND PROPORTION RELATIVE TO THE SIGN BAND AND THE OVERALL , sm BUILDING. SHEET NO, �3. THE FREE-STANDING SIGN LOCATION WILL NOT BE APPROVED WITH THE FINAL SITE PLAN; IT WILL BE APPROVED `v N r WITH A SEPARATE SIGN APPLICATION. MINIMUM SIGN SETBACKS WILL BE MET. i��IS C CENERAL NOTES EROSION CONTROL NOTES DESCRIPTION OF EROSION & SEDIMENT CONTROL MEASURES: EROSION CONTROL NOTES & NARRATIVE 1. THE OWNER OF THESE PROPERTIES IS. ES-1: UNLESS 07HERMSE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND FTV INVESTMENTS LLC SEDIMENT CONTROL PRAC77CES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING EROSION AND SEDIMENT CONTROL MEASURES 94J GLENWOOD STATION LN, SUITE 101 TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGIIWA EROSION AND IT IS AN77CIPATED 774AT A C0NS7RUC77ON ENTRANCE, TEMPORARY DIVERSION BERMS, ,A LAND-DISTURBIN�AC7P7OT TIE RE o C A ( tt D ICHARLOTTESWLLE, VA 22901 SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 RIGHT OF WAY DIVERSIONS, TWO PROPOSED SEDIMENT TRAPS, ONE EXISTING SEDIMENT 2 THE DEVELOPEROF THESE PROPER7IES IS.' EROSION AND SEDIMENT CONTROL REGULATIONS. EA7S77NG 97E COND177O11S• PIEDMONT DEVELOPMENT GROUP ES-2: THE PLAN APPROVING AUTHORITY MUST BE N077FIED ONE WEEK PRIOR TO ONE TRAP, OUTLET PR07E 770N, INLET PR07EC77ON, RIPRAP PR07EC77ON AND SILT FENCE THE EXISTING 577E IS PAR77ALLY FILLED AND SEEDED. THE REMAINING POR7I00V OF THE SITE IS PAR77ALLY WOODED W774 LIGHT UNDERBRU4W. THE HOLIDAY INN 2811 HYDRAULIC ROAD PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE. TEMPORARY SEEDING WILL BE HOTEL IS LOCATED TO THE WEST, THE BISCUIT RUN STREAM IS LOCATED TO THE SOUTH. THE MOORES CREEK IS LOCATED TO THE EAST AND 57H STREET IS LOCATED TO THE NORTH. A SIGNIFICANT PORTION OF THIS PARCEL IS WOODED SOUTH OF BISCUIT RUN AND IS PROPOSED TO BE PRESERVED. THE SITE IS CHARLOTTESVILLE, VA 22901 LAND DISTURB :'NG ACTIV9TY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. r USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE AC77W77ES TEMPORARY GENERALLY WELL DRAINED WITH LIM17ED PRESERVED STEEP ,SLOPES ADJACENT TO 7HE HOLIDAY INN, THAT ARE MANMADE AND CREATED 1117H THE DEVELOPMENT OF CONTACT.- KATURAH ROELL ES-3.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR STOCKPILE AREAS WILL BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM THE H07EL EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN DESIGNED TO CONFORM TO THE EXISTING S17E SLOPE AND PR07ECT THE PERIMETER AND J. THESE PLANS HAVE BEEN PREPARED BY- AS THE FIRST STEP IN CLEARING. ADJACENT PROPER77ES. COLLINS ENGINEERING, INC ES-4.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE AREAS TO BE GRADED AND STORED FOR LATER SPREADING. STOCKPILE LOCATIONS ADJACENT AREA 200 GARRETT STREET, SUITE K MAINTAINED ON THE S17E AT ALL TIMES SHALL BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. THE LAND -DISTURBING AC77WTY IS POS177ONED EAST OF THE HOLIDAY INN HOTEL, SOUTH OF 57H STREET, WEST OF MOORES CREEK AND NORTH OF BISCUIT RUN. CHARLOTTESVILLE, VA 22902 ES-5:PRIOR TO COMMENCING LAND DISTURBING AC77VITIES IN AREAS OTHER THAN PERMANENT SEEDING WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE i��7F LAND S7URt/RBANCE• LIMITED OFROPE DISTURBANCE 1S PROPOSED. THESE DISTURBANCES WILL BE LIM/7ETO TO TIE PUBLIC RfGH7-OF=WAY AND THE ADJACENT HOLIDAY INN HOTEF WNE7t'E TELEPHONE. • (4,34) 293-,3719 FACSIMILE.' (434) 293-2813 INDICATED ON THESE PLANS INCLUDING BUT NOT LIMITED TO, OFF -SITE BORROW EXCAVATED AND WHERE CONSTRUCTION S HAVE CEASED. PERMANENT SEEDING THE 7C P SHARE ENTRANCES 4. BOUNDARY & TOPOGRAPHY SURVEY DATA PREPARED BY JOHN McNAIR & ASSOCIATES CONSULTING OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION DENUDED SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT HALLS AREAS AEA&, ENGINEERS AND MERIDIAN PLANNING GROUP, LLC. MOST RECENT SURVEY, TOPOGRAPHY AND BOUNDARY CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN THE STREAM, FOREST AND OPEN SPACE AREAS ASSOCIATED MCOORES CREEK AND BISCUIT RUN ARE PROPOSED TO REMAIN UNDISTURBED. THESE AREAS AND THE THE STREAM, INFORMAT70N PROVIDED TO COLLINS ENGINEERING IN MARCH OF 207Z THE SITE WAS FIELD VERIFIED BY APPROVING AU774ORITY FOR A YEAR OR MORE. SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF PRESERVED SLOPES ARE THE CRITICAL AREAS FOR 7HIS LAND -DISTURBING AC77WTY. COLLINS ENGINEERING IN JANUARY OF 2017. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLA17ON OF ANY ADD177ONAL EROSION YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL. DENUDED AREAS 5. ZONING: PROPERTY IS CURRENTLY ZONED HIGHWAY COMMERCIAL (WITH PROFFERS) - APPROVED CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS WHICH WILL BE LEFT DORMANT FOR MORE THAN 14 DAYS l74ESE AREAS SHALL 8E SEE SOILS BOUNDARIES ON THE EROSION AND SEDIMENT CONTROL PLAN PHASE I SHEET, AND DESCRIPTIONS CAN THIS SHEET. E OF C0)VS7RUC7701V REZONING ZMA 2012-00007 5TH STREET COMMERCIAL - APPROVED SEPTEMBER 14, 2016 - 4.35 AC DETERMINED BY THE PLAN APPROVING AUTHORITY SEEDED WITH FAST GERRINA77NG VEGETATION IMMEDIATELY FOLLOWING GRADING OF .�pHEN 7. N077FY ALBEMARLE COUNTY TO SCHEDULE A PRE-CONSTRUC77OW MEETING AS REQUIRED. HC) IN ADDITION, THE PROPERTY IS LOCATED WITHIN THE FOLLOWING OVERLAY DISTRICTS. ENTRANCE ES-7.-ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL 2 NO EROSION CONTROL MEASURES MAY BE REMOVED DURING THE C0NS7RUC77ON PROCESS WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. CORRIDOR, FLOOD HAZARD, AND STEEP SLOPE OVERLAY DISTRICTS A SPECIAL USE PERMIT WAS MEASURES AT ALL 77MES DURING LAND DISTURBING ACTIVITIES AND DURING SITE THOSE AREAS. .SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR J. CONTRACTOR SHALL IDEN77FY THE LIMITS OF DISTIURBANCE AND INSTALL TREE PROIEC7701V FENCING WHERE INDICATED ON THE PLANS BEFORE ANY SITE APPROVED FOR THE PROPOSED FILL WITHIN THE FLOODPLAfN UNDER SP 1999-059 & SP 2007-063 DEVELOPMENT UN77L FINAL STABILIZA77ON IS ACHIEVED. APPLIED, DISTURBANCE SHALL TAKE PLACE. THIS INCLUDES, BUT IS NOT LIMI7ED TO, COINCiVING METH THE PROPOSED FOREST AND OPEN SPA(-- EASEMENT, W 41CH SHALL 6. TAX MAP AND PARCEL NUMBERS` 07600-00-00-055A0, AND PORTIONS OF 076M1-00-00-00100 (DB ES-8.-DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED BE STAKED BEFORE ANY DISTURBANCE. CONTRACTOR SHALL ENSURE THAT TREES TO BE SAVED ARE FLAGGED ALONG THE LIMITS OF CLEARING AND 3580, PG. 497) ,83 WATER F7L TERfMG DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY 3.01 SAFETY FENCE - SAFETY FENCE WILL BE INSTALLED AROUND THE PROPOSED PROTECTED. 4. UTTL►zE TFIE EwsnNG PAVED CONSTRUGnorr ENTRANCE AND INSTALL A WASH RACK AS SHOWN ON THE F'UWS CONSTRUCTION ENTRANCES TO BE INSTALLED WHERE CONSTRUCTION VEHICLE ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY 7. USCS DATUM: ELEVATIONS BASED ON NAD 8. LOCOTlONfADDRESS OF PROJECT LOCOTED OF 5TH STREET, EAST OF 1200 5TH ST OUTHWEST. AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY - TAINED CORRECTED AROUND THE EXISTING SEDIMENT TRAP. SEDIMENT TRAPS &MAIN / PUBLIC ROAD SURFA THE ROAD SMALL BE CLEANED (VEHICULAR] TRACKING ONTO THE PAVED SURFACE. WERE SEDIMENT IS TRANSPDR7FD ONTO A PU CE; AND 7RANS"ORnNG TO A SEDIMENT 1 REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CON7ROL 3.02 CONSTRUCTION ENTRANCE - ONE CONSTRUCTION EN7RANCE SHALL BE INSTALLED 7HOROUGHLY AT THE END OF EACH DAY. SEDIMENT SIfALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING 9. PROJECT AREA: 9.77 ACRES DEVICES SHALL BE MADE IMMEDIATELY. CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED 1N THIS MANNER ACSA WILL DETERMINE THE ES. 10. SITE PHASING: THE EROSION & SEDIMENT CONTROL PLAN IS PROPOSED INZE;P; IN THE ESC PHASE II PLAN. THE EXISTING CONSTRUCTION ENTRANCE WILL BE USED IN APPROPRIATE METHOD OF SERWCING THE WASH RACK, AND THE EXISTING FIRE HYDRANT LOCATED AT 774E INTERSECTION MAY BE UTILIZED /F GIVEN APPROVAL 11, PUBLIC UTILITIES: THE EXISTING SANITARY SEWER SERVICING THIS PROPERT ROPOSED TO BE EROSION CONTROL NOTES THE ESC PHASE I PLAN. THIS WILL BE THE ONLY POINT OF INGRESS AND EGRESS TO FROM THE AGSA. PARKING AND C0NS7RUC7IDN ENTRANCE AREAS SHALL BE CLEARED OF ALL VEGETATION, ROOTS OR 0774ER OBZC770VABLE MATERIALS 1. 774E PLAN APPROVING AUTHORITY MUST BE NO77F7ED ONE WEEK PRIOR TO THE 7HE SITE. CARE WILL BE TAKEN TO PROTECT ADJACENT ROADWAYS FROM TRANSFER OF BEFORRELOCATED. S CONTRREACTOR DOES � W PERSTAMISSION TO EAR CUT THE SOU7HERN AND SOUTHWESTERN PORTION OF THE S17E PRIOR TO INSTALLING THE PERIMETER * COLLINS ENGINEERING SHALL NOT HAVE AUTHORITY OVER CONTRACTORS WORK, SAFETY PRECAUTIONS, PRE-CONS7RUC77GIN CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND SEDIMENT. MEASURES AS SHOWN ON THE PHASE 1 E&S PLAN. THESE AREAS ARE NOT PREWOUSLY APPROVED FOR DISTURBANCES BY THE COUNTY. CONTRACTOR SMALL SCHEDULES, OR COMPLIANCE WITH LAWS AND REGULATIONS. WE SHALL NOT ASSUME RESPONSIBILITY DISTURBING ACTIVITY; AND ONE WEEK PRIOR TO THE FINAL INSPECTION. EXPEDITE INSTALLATION OF THE PERIMETER EROSION AND SEDIMENT CONTROL MEASURES AND PROTECT THE SITE WITH 774E LEAST AMOUNT OF TREE REMOVAL FOR ANY CONSTRUCTION STARTED PRIOR TO PLAN APPROVAL. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED J. SILT FENCE- SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF NECESSARY TO INSTALL THESE INITIAL MEASURES INSTALL THE INITIAL CONSTRUCTION MEASURES AS SHOWN ON THE PHASE I EROSION CONTROL PLAN EROSION & SEDIMENT CONTROL MEASURES: ACCORDING TO MINIMUM STANDARDS AND SPECIFICA77ONS OF 774E VIRGINIA EROSION AND DISTURBANCE WHERE N07ED ON THE PLANS POSED S PRDZA77O 70R TH TIE AP PLC. EMENTTS TRAP, TIE NIOW AREA. & � THE SYTE's SILT FENCE AND PERIMETER DIVERSION BERMS iMTH THE RIPRAP PLACEMENT SHOW AT 774E LOW AREA. STABtLIZATON SEDIMEEET& THIS INCLUDES ANY MSITE's < DEEMED NECESSARY BY THE ESC BERMS SEDIMENT TRAPS STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND 3.07 STORM DRAIN INLET PROTECTION- IP WILL BE INSTALLED ON EACH PROPOSED ,�1 MEASURES SMALL BE APPLIED TO EARTHEN STRUC7URES SUCH AS DAMS; BERMS; AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. MEASURES INTENDED TO EROSION AND SEDIMENT CONTROL HANDBOOK STRUCTURAL PRAC77CES USED IN THIS SEC77ON CONSIST SEDIMENT CONTROL REGULATIONS INLET AS SHOWN ON THE PLANS. TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP WITH ANY LAND DISTURBANCE ACTV►TY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND OF THE FOLLOWING: J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO 8E PLACED PRIOR TO OR AS 774E FIRST STEP IN CLEARING 3.09 TEMPORARY DIVERSION DIKE: DIVERSION DIKES WILL BE USED AROUND THE DISTURBANCE TAKES PLACE 6. INSTALL ANY REMAINING E7ROSION CONTROL ITEMS AS SHOWN ON THE PHASE' I EROSION CONTROL PLAN. 3.01 SAFETY FENCE, 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE PERIMETER OF S17F DISTURBANCE WHERE SHOWN ON THE PLANS TO DIRECT RUNOFF TO 7. ONCE ALL THE PHASE I EROSION CONTROL ITEMS HAVE BEEN INSTALLED & ARE OPERATIONAL, DRAINAGE IS PROPERLY CONVEYED TO THESE MEASURES AND THE ESC INSPECTOR HAS GRANTED APPROVAL, THE CONTRACTGR CAN BEGIN CLEARING THE SITE. A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE TO PROHIBIT THE MAINTAINED ON 774E S17E AT ALL TIMES ON -SITE SEDIMENT CONTROL FACILITIES a AFTER CLEARING THE PROPOSED AREAS, THE CONTRACTOR CAN THE FINISH ANY ROUE H GRADING OF THE S17E TO THE CONTOURS SViOWld ON THE PHASE 1 UNDESIRABLE USE OF AN EROSION CONTROL MEASURE BY 774E PUBLIC APPLICABLE TO ANY CON7ROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE BY VIRTUE OF POTENTIAL ACCESS BY THE PUBLIC. S PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE 3.13 TEMPORARY SEDIMENT TRAPS- TEMPORARY SEDIMENT 7RAPS WILL BE INSTALLED EROSION CONTROL PLAN• 9. PERMANENT OR TEMPORARY SOIL STABILIZA77ON SHALL BE APPLIED 70 DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO WHERE SHOWN ON THE PLANS. POR77ON OF THE SITE. TEMPORARY SOIL STABIUZA77ON SHALL BE APPLIED WITHIN SEVEN DAYS 70 DENUDED AREAS 7HAT MAY NOT BE AT FINAL GRADE BUT 3.02 ENTRANCE: TR 3.18 OUTLET PROTECTION- TO BE PROVIDED AT 774E OUTFALL OF DRAINAGE PIPES WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS PERMANENT STABILIZA77ON SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT A STABILIZED PAVED CONS7RUCTON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS STABILIZED PAVE 7HE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY 6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION WHERE SHOWN ON PLANS DORMANT FOR MORE THAN ONE YEAR. 10. AFTER ALL PHASE I ESC MEASURES ARE INSTALLED; THE CONTRACTOR CAN INSTALL THE CONST7RUCTON MEASURES AS SHOW ON 7HE PHASE If EROSION AND EGRESS ON A CONSTRUCTION SITE. TO REDUCE THE AMOUNT OF MUD 7RANSPOR7ED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AS SHOWN ON THE CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS 3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OUTLET PROTECTION WHERE SHOWN ON CONTROL PLAN S7HEE7S MEASURES' INTENDED TO TRAP SEDIMENT SHALL SE CONSTRUCTED AS A FIRST STEP' WITH ANY LAND DISTURBANCE AC77WTY AND SHALL BE MADE FTUNC77ONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE PLANS TO REDUCE 774E AMOUNT SEDIMENT 7RANSPORT£D ONTO PUBLIC ROADWAYS. DETERMINED BY 771E PLAN APPROVING AUTHORITY. 77-IE PLANS 11. THE CONTRACTOR SHALL BEGIN THE PHASE /I FILL OPERATIONS BY RAISING THE PERIMETER TO AN E7EVA77ON OF JW' AS SHOW. THIS WILL CREATE AN 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT 3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON OVERSIZED DIVERSION DIREC77NC THE SI7E's RUNOFF TO TIE 7`W7 PROPOSED SEDIMENT TRAPS THE- SITES'% INTERIOR FILL OPERA71ONS W9LL FOLLOW. ONCE THE .3 05 SILT FENCE: ALL 77MES DURING' LAND DISTURBING ACTIVITIES AND DURING S17E DEVELOPMENT UNTIL INTERIOR FILL OPERATIONS HAVE REACHED AN ELEVATION OF 386; THE CONTRACTOR SHALL CUT IN OR BUILD UP A DIVERSION TO ENSURE THE SITE'* A TEMPORARY SEDIMENT BARRIER CONSIS77NG OF A SMTHE77C FILTER FABRIC STRETCHED ACROSS AND ATTACHED FINAL S7ABILIZA77ON 15 ACHIEVED. 774E PLANS INTERIOR CONTINUES TO DRAIN 77 THE TWO PROPOSED SEDIMENT TRAPS TO SUPPOR77NG POSTS AND ENTRENCHED, TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM 8. DURING DEWATFRING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING J.32 PERMANENT SEEDING- PERMANENTLY SEEDING SHALL BE APPLIED WHERE SHOWN 12. THE CONTRACTOR SHALL SIMULTANEOUSLY INSTALL THE UTLITES; 7HE OUTLET PROTECTION AND CHECK DAM AS THE FILL OPERA7701VS OCCUR IN STEP III DISTURBED AREAS DURING CONSTRUCTION OPERATIONS IN ORDER TO PREVENT SEDIMENT FROM LEAVING THE SITE; DEVICE. AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW -TO -MODERATE LEVEL CHANNEL FLOWS. 774E SILT 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND ON THE PLANS. 13. ONCE THE SITE HAS BEEN GRADED TO A POINT WHERE THE EOlISTNG SEDIMENT TRAP NEEDS 7O BE F71LED FOR CONTINUED CONS7R7UCnaN ACnWTY; THE CONTRACTOR WALL REQUEST AND OBTAIN APPROVAL FROM THE ESC INSPECTOR TO REMOVE IT. THE SEDIMENT TRAP SHALL BE PROPERLY DEWATERED AND FENCE BARRIERS SHALL BE INSTALLED) DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR 3.38 TREE PRESERVATION AND PROTECTION- TREE PRESERVATION FENCING SHALL BE FILLED, BUT ONLY AFTER THE INSPECTOR'* APPROVAL AND THE UPLAND RUNOFF IS DIVERTED TO 771E PROPOSED SEDIMENT TRAPS RUNOFF FROM SHEET FLOW AS INDICATED. THEY SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND CLEANUP TO MAINTAIN THE EFFEC77VENESS OF THE EROSION CONTROL DEVICES SHALL BE INSTALLED WHERE SHOWN ON THE PLANS. NO TREES SHALL BE HARMED OUTSIDE OF 14. INSTALL ANY REMAINING EROSON CONTROL 17EWS AS SHOWN ON THE PHASE 11 EROSION CONTROL PLAN. MAINTAINED IN ACCORDANCE WITH THE WRGINIA EROSION & SEDIMENT CONTROL HANDBOOK (VFSCFI). MADE IMMEDIATELY. THE LIMITS OF TREE PROTECTION FENCING. 17. ONCE PHASE N OF CONS7RUC71ON IS COMPLETE; THE S17E IS STABILIZED AND THE INSPECTOR HAS GIVEN APPROVAL, THE CONTRACTOR CAN REMOVE ONE 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. EROSION & SEDIMENT CONTROL MEASURES INCLUSIVE OF 774E TWO PROPOSED SEDIMENT TRAPS: NO 17EM SHALL BE REMOVED UNLESS THE UPSTREAM AREAS 3 07 STORM DRAIN INLET PROTECTION: 11. ALL WASTE' MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL 39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT ONE SITE WHEREffyA :1 A IM I 1 SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR TO PERMANENT STABILIZA77ON OF THE SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER SHOWN ON THE PLANS I, t SITE CAN CONTINUE TO BE RAISED. THE CONTRACTOR WALL RAISE THE S17E IN A MANNER THAT FNSURES THE FILL LOCA77ONS ARE LE'VEL VER77CALLY AT THE DISTURBED AREA. INLET PR07EC71ON APPLIES WHERE STORM DRAIN INLETS ARE TO BE MADE OPERATIONAL DEBRIS 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLERON PER END OF EACH DAY: SUCH A PRACTICE WILL LIMIT CHANNELED FLOW AND MATERIAL. THE CONTRACTOR SHALL ALSO ENSURE THE BARROW 97E HAS A CURRENT APPROVED E&S PLAN THROUGHOUT ALL PHASES OF CONSTRUCnON, THE WORK ASSOCIATED Wl7H 7HE CONS7RUCRON O�' THE SITE AND RETAINING WALL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED DRAINAGE AREA. ZONING ORDINANCE CHAPTER 18, SEC77ON 5.1.28. .S TORMWA 7FR MANAGEMENT 1 � SYSTEMS SHALL OCCUR ON THE TOP SIDE OF THE WALL/}7LL TO FURTHER REDUCE P07EN77AL IMPACTS TO 774E DOWNSTREAM AREAS. THE PERIMETER TREE' 3.09 TEMPORARY DIVERSION DIKE. 13. ALL INERT MATERiALS SHALL BE TRANSPORTED IN COMPLIANCE W17H CHAPTER 13, STORMWATER RUNOFF QUANTITY AND QUALITY FOR THIS DEVELOPMENT HAS BEEN PROTECnON, SILT FENCING AND ES'C MEASURES SHALL REMAIN /N PLACE DURING PHASE /IL SHOULD THE ESC MEASURES BEGIN lit FAIL OR BECOME UNSTABLE; THE ESC INSPECTOR RESERVES THE RIGHT 70 IMPLEMENT ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. SEC77ON 301 OF THE CODE OF ALBEMARLE ANALYZED. PLEASE SEE 771E STORM&TER MANAGEMENT SHEET AND CALCULATIONS 1s ONCE THE SI7E IS CLOSE TO FINAL GRADE, THE CONTRACTOR CAN BEGIN INSTALLING CURBS% GUTTERS% PAVEMENT SUBGRAI)a ASPHALT BUILDING TO DIVERT STORM RUNOFF FROM UPSLOPE DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND 14. BORROW, FILL OR WASTE AC77VITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL PACKET FOR EVIDENCE OF COMPLIANCE WITH COUNTY AND STATE REQUIREMENTS THE FOUNDATIONS AND INSTALLING ANY REMAINING INFRASTRUC7URE ASSOCIATED NTH 174E SDP 201700012 AT THIS THE THE CONTRAC70R SMALL ALSO INSTALL SLOPES TO A STABILIZED OUTLET: TO DIVERT SEDIMENT -LADEN RUNOFF FROM A DISTURBED AREA TO A BE LIMI71ED TO 774E HOURS OF 7.OOAM TO 9:OOPM. THE REMAINING PHASE N INLET PROTECTGNS AND CAN PROCEED TO MAKE 7HE IMPROVEMENTS TO 5TH STREET THE CON7RACTOR SHALL COORDINATE ANY SEDIMENT- TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER S10RMWA7ER 15. BORROW FILL OR WASTE AC77VITY SHALL BE CONDUCTED IN A SAFE MANNER 774AT BirST MANAGEMENT PRACTICE OF SWM FOREST &OPEN SPACE PRESERVATION HAS Wt7R1C PERFORM ON 5TH S W17H T AND COUNTY 1 C ., uRUNOFF MUST BE TEMPORARILY DIVERTED TO PR07ECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON MAINTAINS LATERAL SUPPORT; iN ORDER TO MINIMIZE ANY HAZARD TO PERSONS, BEEN UTILIZED, IN CONJUP�fC7TON WITH THE BEST MANAGEMENT PRAC77CE OF1"0.,,qtg�fFA!Kf/qT#--L,Lwb-tffuc;/fLw[sLLwvLtlt,REWWRINTEROSyON ,L SEDIMENT CONTROL MEASURES S17E DURING CONSTRUCTION, THESE S7RUCTURES GENERALLY HAVE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, PHMCAL. DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PURCHASING NUTRIENT CREDITS. 21. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN 774E VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, REMOWNG ONLY WEN APPROVED BY WHICH CAN BE PROLONGED WIN PROPER MAINTENANCE. PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. THE LOCAL PROGRAM ADMINISTRATOR /N ACCORDANCE W17H THE WRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT M,41IV TEIUAIVCE.• 22. ALL 7EMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED W 774IN 30 DAYS AFTER FINAL SITE' STABILIZAnON OR AFTER THE .3 11 TEMPORARY RIGHT-OF-WAY DIVERSION: TO PERMANENT STORMWATER MANAGEMENT FACIL177ES WHERE APPLICABLE ALL EROSION TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERW4SE AUTHORIZED BY THE LOCAL PROGRAM ADMINLS7RA7OR. TRAPPED SEDIMENT AND THE A RIDGE OF COMPACTED SOIL OR LOOSE ROCK OR GRAVEL CONSTRUCTED ACROSS DISTURBED RIGHTS -OF -WAY CONTROL MEASURES REQUIRED BY 7741S PLAN REGARDLESS OF THE SALE OF ANY LOT, IN GENERAL, DURING CONST RUCRON 7HE RLD OR CONTRACTOR ON -SITE WILL CHECK ALL DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND AND SIMILAR SLOPING AREAS TO SHORTEN THE FLOW LENGTH W17NfN A SLOPING RIGHT-OF-WAY; THEREBY UNIT; BUILDING Ofi' OTHER PORTION OF THE PROPERTY. EROSION AND SEDIMENT CONTROL MEASURES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. SEDIMENTATION. REDUCING THE EROSION P07EN77AL BY DIVERTING STORM RUNOFF TO A STABILIZED OUTLET. GENERALLY, L17RE OR NO CONS7RUC770N TRAFFIC WI77IN THE 1 Z TEMPORARY STABILIZA77ON SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC AT7EN770N RIPRAP OUTLET SECTION A T �RE�K EARTHEN DIVERSIONS ARE APPLICABLE WHERE THERE WILL BE RIGHT-fu WAY GRAVEL STRUCTURES ARE MORE APPLICABLE TO ROADS AND OTHER RIGHTS -OF -WAY WHICH BE AT 75 LBSIACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A W'LL BE GIVEN TO THE FOLLOWING ITEMS: i�1C��R�.S ACCOMMODATE VEHICULAR TRRAFFIC. 50150 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE', OR IN MARCH AND APRIL TO a. SEDIMENT BASINS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE W7774 THE VIRGINIA CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. EROSION & SEDIMENT CONTROL HANDBOOK. 3.13 TEMPORARY SEDIMENT TRAP., STRAW MULCH IS TO BE APPLIED AT 8OLBSJIOOSF. ALTERNA77VES ARE SUBJECT TO b.ALL INLET PR07EC77ON AND GRAVEL OUTLET' WILL BE CHECKED REGULARLY FOR WILL PREVENT PROPER DRAINAGE IF THE GRAVEL IS CLOGGED RTIHEN EMBANKMENT WITH A STONE OUTLET: TO SEDIMENT BUILDUP THAT A E ONSTRU TIN AN EA r A TEMPORARY PONDING AREA FORMED BY C C G APPROVAL BY 7N;_ EROSION CONTROL INSPECTOR. - BED AREAS LONG ENOUGH TO ALLOW 7HE MAJORITY OF THE COUNTY ER N BY SEDIMENT THE GRAV EL WILL BE REMOVED AND CLEANED OR IT WILL BE REPLACED. FROM SMALL DIS7UR r DETAIN SEDIMENT LADEN RUNOFF L 18. PERMANENT STABILIZA7701V SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND R CHECKED REGULARLY N R E AREA 1S c. FL FENCE BARRIERS BE C EGULARL FOR UNDERM! LNG O AREAS WHERE THE TOTAL CONTRIBUTING DRAINAGE ALL S T FE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED AR T,:IRAL GRADE SHALL BE APPLIED AT 90LBS 1000SF MULCH AGR7CUL ADE LIMESTONE SHA LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE � DETERIORATION OF THE FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT C0NS7RUC7ETU EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE REMOVED WHEN ONE LEVEL OF SEDIMENT DEIPOSITION REACHED HALF WAY TO THE TOP t - - IX. SEEDING SHALL OOLBS Ah.D CONSIST OF A tO 2O 1O NUTRIENT M PERMANENT 10 ACRE S � F BARRIER. O THE 8A ER 3.18 OUTLET PROTECTION, BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND d ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DIS57PA77NG DEVICES PLACED AT 7HE OUTLETS OF 0--5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED MAINTAINED. AREAS SHOULD BE FER77LIZED AND RESEEDED AS NEEDED. T 7H OUTLET W R TO PROTECT E OU � R T FORM ATE OUTLETS NT SCOUR A S PAVED CHANNEL SECTIONS TO PREVENT PIPES 0R PRIMARY ONTO OR THE PROJECT WILL BE ONE RLD OR APPROVAL BY TINE COUNTY EROSION JAI CASE OF EMERGENCY ONE PR CONTACT F C STRUCTURE, AND TO MINIMIZE THE P07EN77AL FOR DOWNSTREAM EROSION BY REDUCING ONE VELOCITY AND '�� 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPR Y C C , ENERGY OF CONCENTRATED S70RMWAlER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CONTROL INSPECTOR, CONTRACTOR ON -SITE: ONE CONTRACTOR WILL BE DETERMINED AT ONE TIME ONE CONTRACT CHANNEL SECTIONS 19. MAINTENANCE ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH IS AWARDED. IN ADDIT70N 774E DEVELOPER MAY BE CONTACTED. UPON COMPLETION OF THE RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED PROJECT, 774E OWNER WILL BE RESPONSIBLE FOR SITE MAINTENANCE. 3.19 RIPRAP: IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 5O% OF THE WET STORAGE VOLUME A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGt~ LOOSE, ANGULAR STONE WITH FILTER FABRIC OR IS FILLED WITH SEDIMENT ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY GRANULAR UNDERLINING TO PR07ECT THE SOIL FROM THE EROSIVE" FORCES OF CONCENTRATED RUNOFF; SLOW TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING 774E P07EN77AL FOR INF 17RATOM, AND TO STABILIZE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED SLOPES WI7H SEEPAGE PROBLEMS, ANDIOR NON -COHESIVE SOILS. USE WHEREVER SOIL AND WATER INTERFACE 1MMEDIA7ELY AND THE SOIL COND177ONS, W47ER TURBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., ARE SUCH 20, ALL 7EMPPORARY 1`ROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW CONDITIONS. WI774IN 30 DAYS OF FINAL S17E STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR, .331 TEMPORARY SEEDING: 21. THIS PLAN SHALL BE VOID IF ONE OWNER DOES NOT OBTAIN A PERMIT WITHIN I YEAR OF THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE THE DATE OF APPROVAL. (WATER PR07EC77ON ORDINANCE, CHAPTER 17) RAPIDLY GROWING ANNUAL PLANTS TO REDUCE EROSION AND SEDIMENTA7701V BY STABILIZING DISTURBED AREAS 22 PERMANENT VEGE'TARON SHALL BE INSTALLED ON ALL DENUDED AREAS W7774IN NINE (9) 774AT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE 7HAN 30 DAYS TO REDUCE DAMAGE MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. WATER FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF -SITE AREAS, AND TO PROVIDE PROTECTION TO BARE SOILS EXPOSED DURING CONS7RUC77ON UNTIL PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES PRO7EC770N ORDINANCE, CHAPTER 17) CAN BE ESTABLISHED. PERMANENT SEEDING Z STABILIZA T/ON OUTLET PROTECTION DESIGN TABLE Minimum Minimum Length U pper Widlth Minimum Lower Width Min. Depth of VDOT #3 Aggregate OP # 1 6' 9.2' 9.2' 2' OP #2 4' 12.7' 12.7' 2' OP #3 17' 7.5' 9.3' 2' *OP #4 40' 14.2' 14.2' 2' * Outlet Protection #4 was approved under'WPO 201200027 IJ2 PERMANENT SEEDING / STABILIZATION: ({ AFTER CONSTRUCTION IS COMPLETED, ALL DISTURBED AREAS OF THE S17E WILL BE LIMED, THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLAN77NG SEED. TO REDUCE FERTILIZED, AND SEEDED AS PER CURRENT VDOT STANDARDS. 7741S SHALL CONSIST OF EROSION AND DECREASE SEDIMENT YIELD FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED THE FOLLOWING MIXES; AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO 517E CONDITIONS, AND ALLOWS SELECTION OF 7HE MOST APPROPRIATE PLANT MATERIALS TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NA77JRAL BEAUTY: UPON TOPSOIL: 2" DEP771, LIME - 2 TONSIACRE COMPLETION OF CONSTRUCTION ACTIVITIES, ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER. IT IS RECOMMENDED THE SOIL BE TESTED FOR PH TO DETERMINE THE FINAL LIME 3.38 TREE PRE ERVA77ON AND PROTECTION: QUAN7777ES & 774E LIME BE APPLIED AS EARLY AS PRACTICAL. PR07EC77ON OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY DURING LAND DISTURBING AND FER77LlZER: 600 L.BS.IACRE OF 15-30-15 CONSTRUCTION ACTIVITY TO ENSURE THE SURVIVAL OF DESIRABLE TREES WHERE THEY WILL BE EFFEEC77VE FOR SFF/J, ERNST 53I1 CONSERVATION SEED MIX EROSION AND SEDIMENT CON7ROL, WATERSHED PROTFC770N, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION ERNMX-714 (45 LBS./ACRE PENNLAWN CREEPING RED FESCUE, 37.5 LBS/ACRE ARGILE CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE 7HE LAND IS BEING CONVERTED KENTUCKY BLUEGRASS, 37.5 LBS/ACRE PARK KENTUCKY BLUEGRASS, 15 LBS/ACRE FROM FOREST TO URBAN -TYPE USES. APPLIES IN TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING ANNUAL ,RYEGRASS & 15 LBS/ACRE PLEASURE PERENNIAL.). PERMANENT SEEDING WILL BE ACTIVITIES APPLIED TO ALL DISTURBED AREAS AS PER THE PERMANENT STABILIZA77ON OF THIS EROSION & SEDIMENT CONTROL NARRATIVE AFTER 774ESE AREAS ARE STABILIZED, 774EY 3.39 DUST CONTROL REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING DEMOLJ77ON AND CONSTRUCTION WILL BE MOWED AND MAINTAINED ON A REGULAR BASIS. ACTIVITIES. TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, 7RAFIC SAFETY PROBLEMS OR DURING CONSTRUCTION, MAINTENANCE WILL INCLUDE DUST CONTROL MEASURES DUST HARM ANIMAL OR PLANT LIFE DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR CONTROL WILL BE ADDRESSED DURING ALL STAGES OF CONSTRUCTION. MOVEMENT OF DUST DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE IN ACCORDANCE WI7H THE VESCH. I.iES`RIP7'I0N MULCH SHALL ALSO BE APPLIED TO AREAS W77-1 SLOPES 2.1 OR STEEPER, OR WHERE SOIL STABILIZATION CAN NOT BE ACHIEVED THROUGH PERMANENT SEEDING OR 0774ER 22C,3-CULPECLAY LOAM- 7 TO 15% SLOPES, GENERALLY SOIL IS &APPROVED METHODS WELL DRAINED WITH A MEDIUM RUNOFF CLASSIFICATION. SURFACE WELL LAYER IS TYPICALLY CLAY LOAM AND ABOUT 0-8" THICK. THE x4' WDOVEN FRAME DEPTH TO THE WATER TABLE IS GENERALLY MORE THAN 50" a 76-RIVERWEW LOAM- 0 TO 27. SLOPES, GENERALLY. SOIL IS WELL DROP tIILET WITH GRATE DRAINED WITH A LOW RUNOFF CLASSIFICATION. SURFACE LAYER IS TYPICALLY LOAM AND ABOUT 0-12" THICK. THE DEPTH TO 7H9.5' MAX. FRAME WATER TABLE IS GENERALLY 36-60". 1 - -- 95-WEHADKEE SILT LOAM- 0 TO 2,-.SLOPES, GENERALLY. SOIL IS (-- POORLY DRAINED WITH A VERY HIGH RUNOFF CLASSIFfCA TION. SURFACE LAYER IS TYPICALLY SILT LOAM AND ABOUT 0-10" s� �� 3, MIN - r, Ilnri n rr nra rU Tn TUC 1111 WA =0 TA 01 C- IC F'CAt1=!?At I Y n- 3n" '- t! TA LF 3. -A ADSI-.'RWES USED FOR DUST CONTROL Water Application Dilution Type of Ra�tye�� ��qq 'y #(����'���77 Al ,(A - 'zr.a........ r,1 k..` .ci_ vs,ut)rt.EI +"ikr1 Anionic Asphalt Emission i:I Coanse Spay 1200 l , I" Emulsion 12.5A fine Spray 235 Resin in Water 41 Leine Siar:ly 300 Acrylict17Li$caOF} (Non -Traffic) 7:1 cmrsc Starsy 450 Anylic Ernuh,io T (Traffic) 3.5:1 C'wrsc Spray 350 Source: Va. DSMNC 0 u �-..1- � � ,.� o CORNERS _. PERSPEC77VE VIEWS ___ ___ ELENA CNORIENTA i704ND SIL T FENCE DROP INLET PROTECTION NO SCALE TABLE 3.31-C TENIK)HARY SEEPhNG PLANT NIXMIRLALS, SEEPJNrff nr 11 AND nr SEEDING l XIT _ . NO.tR` 14A st3tJ`t'ki1' F1r ill 5II 5015 UP ,l15 to SARel to to SPECI CHA "�"TER A TST[�S A€Les tqx�a W 130 cu IV 15 l,yl ,Vstl A19 IPs'15 Oa A"Sfi J NJ_ (m P to loo Hn" . z t'b.$_ . ..rah I xr - .. UT $,�1n&g Y.f,Rd'Ikm (c_g-, Ncblc),. (Av. n 3.p[En" raat ae� ENnza 16,) a TT'r4 2 ice, (aP to 1Ira Its,,. ? S R6. x I i x x - o X' Use i;ar Ime f,Ai U a ngs, wbtsa S,al,,, czxk'r M'A 1c 3 thm SO iiu) - 1 �, vo. TfiCrwg Cold And ID- axneh,.ro.. GFRMA.N MILLET 50 ilsr; atl .iw k Ili-- X . 1k V wum-wflu 1 Annual D1141 OC firA: O, i _kw")7 l rmq. '.M ly b S W w% n� f fmcs, ANNUAL RYFQR.ASS` j ... ..... 00 I I14 lbc t7_ - x X x HEY U wjdtd in ca 4S . Willal i" attitl.,,, �I etssarxals. .... 15l1ss. 5',A em. _.,-._ - .,.._ x _ . °C - IAW_- pereataiwl UfaY WWFT-tPGThi ASS hl at 6=.T,Aacs bwt a@r), sloe " 4i;'N�.43yRbg �gbi BA ftddl iUfCF.q& �Od& NjEy bo &1W to 3sizi-'. CiRr4 N 39 i I . Ira,. ilk . 1_ - i Warr s, Dn�3a» a sal . TFil�aQE2a1 1! s �_, tcelrtsa aatc3e 11 aiaxs.. Nortk m k'ierlmwil and Muii rUn wgisan" S Plates 3,22 1 ar.d 3. 2-2.. a Southern P Wijiarit a-n4 CmsW Plain. I INlayr be used as a wmt!r crap wi h Wring scedhig. d May be used as a cover crap ssriUi Fall s i&9. X May be plantied hetw to O)e.w dates. Truly be planted i1C wten t1Tes claxiR l iprap Rock Shore Protection Typical Design Configuration -' Deslgn dl�pth=1p- 'Q rr. Flnnd Elev. 7- � Fad• 5V�r1�. "Jtalsl� �lT sauG be I`II l*_ FiTter backirtrg w kh smaller rack. 11 1V:9,5tt or Fla ttr9rm .. �. .� � f ,P ( t11 ,stx `* Wow Sr.our Depth or tsa B&drba, -;* l L7-• a ♦Ili 1 „ ► ICE` 1 I ry ,� 1�1 lij 11! 4� I I ) � Ill I ALBEMARLE COUNTY CONSTRUCTION ENTRANCE -OMWE SWMZ DIREM FLOW 7O SEMENT FASIN 74' MIN. r SM-2A ASPHALT 7OP COURSE = !STING PAVEMENT" 7 21A Z01VERS10tN4 DITCH !SIDE ELE�/ATION AGGREGATE WE EXISTING � za' MIN. EX. CURB OR iVSP#ULT PAVED WASHPAGS EDGE OF AAV'T 2x i 2' MIN. +2n EXISTING - PAVEMENT DrVFRSION DITCH POSMT Dr:AuaME MINIMUM WIDTH AT mAPMa DEVICE DESIGN WATER ' ELEVATION IS 4.0' PLAN VIEW MUST EXPEND FULL WIDTH OF INGRESS AND EGRESS OPERATION SET 1 1/2" WATER HYDRANT WITH FROST . ; _ MIN.7 PROOF HYDRANT 3' A13 GRADE AND 4 - M; mow," OFF EDGE OF PAVEMENT. SECTION A -A NOTE: A MINIMUM WATER TRAP OF W" ES REQUIRED WITH A MINIMUM WASH HOSE DIA. OF 1.5" 5 PAVED TEMP CONST BM SGWLE N.r& 1-9 aEprtmq= a' rroaP,►ctsn aou 3'MMMM- �. - - iWjT��� .�' i � __' , .-1'I�'h-" T`I.' , ,'�.a i Wa 1__,T,1111�1_ 11 �! E _y -I i- i. �C`_7rt 1 G-m-' �.°. sI! ?�.S.m;.„.. -1, W 1U40", DD TEMPORARY 18n DIVERSION BERM ....... - .,-....,..r. > � ___:.' j' _______-___1____-SAFETY t FENCE !' L+ Y1 4 - r� III■ rid19 I a ■�■ 1 I� a / r " r,x" I may= I crc PERSPEQTIVE I VIEW I ti.>✓ e v j s 77777 � .� b -' 7- :�_ - qa F � ,a ,N��Rq I r.�c 1- .,., - - 1K rz .. _' - " ` ui , _lI.li,, - ,. . _, a PEFRSPECTNE 'VIEW PFRSPEOTIV'E VIEW . ..- PLASTIC FENCE 1vIETAi_ l ICE - - - Source: Adapted frwh Comved P1:asCaf�s and Pl w 3.01.1 VDOT.....r!'.....jiW.jrAEa 59uijard5 TABLE 3.31-K ACCEPTABLE TEMPORARY SEEDING PIANT NT MATERIALS "OUIGK REFERENCE FOR ALL REGIONS" Rate Pl.antin,g Dates SRecics (tbs./acre) Sept. 1 - Fell. 15 50/50 Mix of Annual Ryegrass I.,olium tt of i-floftiffl & 50 - 100 Cereal (Winwr) Rye (Secale cereale Feb. 16 - Apr. 30 Nanual Ryegrass 60 - 100 (1,ojialu multi-noruni) May 1 - Aug 31 Germain Mitlet 50 (SetDria. italiea) 19R 3.38 - _.._._.___.._-. _ _ 1 � -_ i f 14, `. " I s\' �I f a I � ,1 _ � \ \ .- ,3 q ` I SNOB FENCE -..se i '-. , I j f� i I , It I1"' M *w l i j i r,ae`' � am" - K fFull E_.. ~ � Mid r W" .. ° E' C4A0 FfNc„ - J CORRECT METHODS OF TREE FENCING n . }n�I� �' ti, 1� II I , 14 ; . �w < ' i J_I 'e-- i - � \� �� 11 _ = _- .» - I " 2 M. #" CORRECT TRUNK ARMORING .14 I'MANGULACR BOARD FENCE i !P,`� / '. 7 , " i SCOTT R. COLLINSZ ) Lic.) No. 035791 - rd� "'�1i�1 1 I ��j.' 1 o��1�IONAL E 6 C _//1 - �/ -r// 1\_ \ CTOR SHA,L� t .ty; ifAl/t{OL� --''`% TOP- MH .19 �- 1 HA$�.��� � `�', r; '� T JN 371.T4 k -3, t.S9 HQLE,AMF �� Y IIVEf�Z OI1T (8m DlP)- f f p ' X > ,.'^�` '. ,n_. _ �y> - \ '�' E ✓'Y",r M4�'\'3 x'r'Nj` tCy} �=•r'''` \ e",,,,As .`. Y' ,.✓---} RY SEWER E'�,C✓ r��`'Y�y ��` :a,...' '` 8 IyiP �- f ,., 9SCOTT COLLINS`.Z QGHQUSI_ M i:15'`fi e 1� st•,h I f —_.-°--,�_ Lie. No. 035791 t— ! ?' lE A OT ABANDQbIra%� w h... A EWER BETW E AKE ANY M -ra.v NTIL THE AC§A� Ys 3 � I�fi� ��----__ CONTRACTO ALL WAIT. ���ti ,.I�(�., GRANTE��z,�=,�,� �3'i 3 � - QNAL �,G ,, ,� '�. " ..: ' - � trig .�� ' �p�� Y -- �`� SEWER CO ECTION FR *` ` a, /Ii R z K ✓�. � �� �,,� ,,�',<' �"," r t Pg't � 'r QF EXISTING THE SA ARY SEWER.'' ` <, y q! wyr^ tJ L x:; SA N1T YSEWE 4 w ( 6 EX MH ' E N C w la H SA `I �r' ,, r .STI 7SMT;' MA> INTO M r h3(ISTI ".DAP SANITARY , z INSP INIMIZE :? 1`Q'.' IN'...'.jwo.vreu" ...... _ PQt CU5TC)ME1p\{�t;t. - r !: �'. ,� , � �, � ,r.`„ b' e• PhOFOSEIJ.zo .LONG.STEEL`. 7' rv. �SEE''f� z �`,� LEE1/E.EhI� ASE(NENT:P EXISTIN ,. "�- � `S C i S moo dTE 14 N'HI HEST'. . r'SEWE UTILITY N # 5 5 {�---,_.. � vOAF-. � NITAR � CGV'�1 �� d_ t- /``;t''y^ , ::`. :✓ ;�- .,r; r .s--. i.. .. -ai-, rc'�,. -:.:> sue' ELOCA IO,. w c� e. 4- ``i O .� .6.T 0 TED WIT 7 Y ^+. rF �LQ EDT r � .,*r. ilJ TREES �+p -`-._ s= ING ..F< �• ca Q NDS A PU ICE c� D WITHIN Ifl QF THE EXISTING 5 — A k' t— C -,,S�i ... ..... V.. u L THE RELOCATION IS,- . XISTING V ,:.r ,Y .r, w � o {� H V D & AC EPT ED. .qf ER LINE U- ,TESTS CANS 0• Ci E ER d�,. W 9 1 y<. t Yti u re 3 Vc r s ] e+ \ s C� S ^: G% ao doLu N LiN� �r�� t +O' MI, A 5 G �4:, L J -i ( w i _.i 5 cr. wd .. r a MQORES.'.CREEI< MITIGATION.LINE .. XI G «.' �t/�,{ Y 03 E i `. •f d fP e 1J . co .: � ew 1-4 i C9 tii y �SHt�' b y' r A5 � 7' - �`� r � I E F`?° TERL N ?� 1M1C�� � Y c.! �' � 8Y T#iLu - �� �° ROVE as EA k .b ' N r. s, lA1M 7 �'1 �e . / �` ............... ,r,. .. ............... ... CC?IiNTY."BOS: w /.,+'M1,C��"Je�•vf.:.!'41�k'.'i,<:,.t.4... ,.....,. ,:.., ., o°?. 'YA .,...... .:.::...........1.'............ ,.�._r>t. ........... ..s;... ... ... -.... ..eft -.. ... ... ..s. ,�..A. \. ... `. .. .. .. � ,aALBEMARLf -.._., - ,. .. ., ... -., .. .... � 1�r r CONNECT P W1L TQ f VI6 , CQNT TO ABANDON EXISTING Fi,' YDRA E THE WATER MAIiN IN ACCORDANCE WITH.'.�r�� A STANDARDS. CONTRACWR SHALL REMOVE (STING FIRE HYDRANT. SEE UTILITY NOTE#13 FOR ADpITIONA OUIREMENTS. PRO SED (NEW) COMPLETE YRRE HYDRANT,ASSEMBLY wI VnX6" TEE & 6" GV r' 2o' ACSA SEWER EASEMENT — DB 5ea3, PG 263 r LOCATION OF EXISTING 3" WATER--- r METER & VAULT (TO REMAIN) CONTRACTOR TO R�ALLA HE EXISTING SANITARY SEWER. j CONTRACTOR TO i OGHOUSE MH, CONNECTING INTO THE EXISTI V" S/L. CONTRACTOR SHALL SEAL EXISTING OUTLET NSURE A WATERTIGHT CONNECTION. PRESSURE f TES G OF THE DOGHOUSE MH SHALL OCCUR BEFORE THE STING SEWER LINE IS CUT. ALSO, A PUMP AROUND PLAN ` ter" (PROVIDED BY THE CONTRACTOR) TO ESTABLISH THE NEW CONNECTION AND ABANDON THE EXISTING CONNECTION REQUIRES ACSA REVIEW AND APPROVAL. �. ISTING, B" VITRIFIED - CLAY SANITARY SEWER TO REMAIN rr t,IANHOL€- '` TOP=394.77 INVERT IN (4 INWRT IN 0 INVERT OU = GRAPHIC SCALE fis 30 60 IN FEET I �-0 ;SANITARY SEWER AT ALL TIMES. ANY SEWER MAINS IN THIS SECTION THAT CANNOT BE TESTED SHALL BE y ;-......,�..,,>,apla TELEVISED. JOB NO. yf R"( EMERGENCY CONTRACTOR SHALL CONTACT - ~` 1�. A KEY BOX SHALL BE PROVIDED ON ALL (3} BUILDINGS FOR EM ,�2093 �^ 0 'THE FIRE MARSHALL s OFFICE TO DETERMINE THE LOCATION. --- x w"; ':: -"w w:.. :, >.-,"..:' h... :.. I. '6°':F' ipl;at ...::. f 1.2 ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. SCALE WITH THE ACSA AND .. a . ANY WATER SHUTDOWN FOR THE FIRE HYDRANT ABANDONMENT REQUIPES COORDINATION ° 120 �� = ll o :. HOLIDAY INN 4. H :14. CONTRACTOR SHALL INSTALL A 20LONG STEEL SLEEVE ENCASEMENT AROUND THE PROPOSED DIP SANITARY SEWER. STEEL SLEEVE ENCASEMENT TO BE CENTERED ON THE RETAINING WALL, ENSURING IT EXTENDS A MINIMUM SHEET NO. OF 5' BEYOND THE EDGES OF THE WALL's FOUNDATION, STEEL SLEEVE ENCASEMENT SHALL BE IN ACCORDANCE s<p WITH THE ACSA DETAIL TD-36 SHOWN ON SHEET g. r - z 11-11' ,--,*' l___l'z_z '1--1 I--,' " "I 11 � " 11 . I 1�1 '1_1�' I �l '.1 . 'I-,' , I ,,,,� , , . I 1-11 . � 1. I I I I . I I , . I I . z .1 , I , , 1-11 � 1-1, I I ,__ . I � , lz I.. .. 1�1 I I "I I '', � . I I z 11 ,�, lz ,. . I I I z . 11 . 1. ,zll" , I , I-, . I _� I I � I , I I I zl I 11 I ." � ; I . I , I � , , � . I . I , . I GRAPHIC SCAUD 30 60 ( IN FEET ) I inch = 30 ft - /',, � , �� , "', , e,- _ , ," � 1� 11 I _` , " . - ' % ,(, ',, � 1. 11 , " , "y U'r ... ",,,,,',-7,-,��l,'�,e,�-,-�'-', X"�,, ,� , � 'g"� �g I/ I- __ '--" MANHOLE " __ ", - ____;_�_l 'V � )5 1�1 _/' I- " "� " -_ -1 , , , __� , I -_ -_ 11, 37,<29 _� 111"119 _,_� . � , ,,-,�K,6,,`��,A��,� � I C �WM FOR� X . _�� `1 'rop- --- \ ; � I - - gll�� , ,��,lyl,�` X ",", - X X. >Q, lf�tw, T W=371.74 H I �W". ,��5 - 4 - 1, �1, "'. __----- I., _ ,,, .. ,�_ 01 w �t�.'_ � , i��l - 1>11", "`X, X x " 5PACqEAS . .... � I-, _1� .� ,k�� EXIST OCATED NQ "''e" , � _ (3'D1P)=J71.69 , 1� ',,��. , AR RA , " T rl ' "' /;: lllqi,,��,, , ' , � �; x /, PB , ! , I" - - ' OL I __ ,�� � 111, , C Eallol`45H REMAIN &AF-11M , ��. IX ,>AP�PIO�X,ltt-WCATION OF EXISTING GUARDRAIL. '___ ,e� ,�, __� r J, 1_5�? r1l - I � ,� a . '' Ww4kj M-10 J, ! � - ___1 Y�j_ 0 ( 4i� I 0 _�' 0 '4.' e , ________.l ... . ..... �� - �;� " ,�O, m t N t: w :1 I LK-EX15', - .. SEE SHEET ij�011-57H STREET IMPROVEMENTS or, - 0a J41 " ,I,- < _�l 1( I 11 . . . . . . . . � . � "'� 's, ,T ;, "vW1,5�rT .. I 1, __ cl. . 0 S�--'� -I xw.az I'll, �`R;RN � : �; � , , , 1, I b ,_>_ - 'TO '__11 ��� k! � CON TION&T F*,PR( N71 " 1: , CONtRAC ,,R SHALL INSTALL SIDEWALK TO END OF CULVERT WING i_:_A , ,jW 1:>;r� 1'��61,�'l '. "' :,_1 " "', _1 11 � \ 'COTT 11". ) - C( N �3 ��, - - ` -) SC . COLLIt A'IlAry EDAFTEF --)`'�",�`-"', _�11111111 "' -1 _� ___ ( Lic nN �l 6 1 V 'COTT _ REM D WIT � , G, lil".".1,�r- l.i, P SED I'll �w , -i3 FOR FULL ) " � , tj � z IN i'l I 1. � t � ,,&,��,,,,�,�,�,>,�,��O , - � - lwlm-, " '. _ W kLLf,0R`S,AFE PASSAGE, AS SHOWN. SEE SHEET ' ' ""),", ,,';",��,,,�,,> , ,,�,, . '. , , , " ' �_) � I ��-, `5� -��(' _,� , I ., " I "' / I ... I . , , N " e'�'k '' ,,, I , Z�� -- I OVEMENT5 _0 v�hm _� / rt . 7,17`.� il ii _�pqo , ,,,, .� i.4i'm. � 3 _� -- ALINMEN"N COWTRUCTION SHALL INCLUDE A RETAINING WALL wl Lic. No. 03579� , ,� . I A ,<" Z" �'( ,,�!,��,� " � , - - - !�' i% -. ' - tLS COMPLIANT WITH STATE& COUNTY REQUIREMENTS. SEE , Tyl 11' I . . ", ;ll >< ( " � , �, I.., ,�� it ,-- � .. , ,,-':*. �! , i_9 PsIll"l."', "y 5`�,e _-i,��g -Z,, , HANDM "_�' OBTr, ,�55Q, 9, V N I ROVAL. ,� , , , ""' , , ,�, , I , le ��", 11 " �;,, -, ?$�',Y ,� ,,Z, " 6� I ....... I ... � ,,, ')I,,- - ; 1, - �, -.. � '. �. I � I " I " ;9,, . I " _ -- I - - �.� � - .�, � "' - , ",, - 1 4 " ; < I _:"�4 --' . . � . , � �1� IF �'l 1117"', 11 I I .- ,, 1,>11,11 ��,e, > ,"..., - � � /, . �� , �' K " - �� _� � , , iSED , � ", �� ,1,,��5? X',_""_ _1 , �_. I I / � ,,,,�F.:L.��I`C� F-I,NI§HE DE WALL ELEVATIONS ABOVE BOX CULVERT. 'In �jgjii , " � <',,'� I., IROPO X , , , . .- �'_ I __ -_ A I I . - 311: I . --' ", ,, � ,4A �,z � - - ------ I , , ,_, , , <�,6eq .7114 I, �Mr9l, 'tt I . I e L,:��l .. I .11, .... - CONTRACTOR TO INSTALL A RIPRAP LINED OUTFALL. v I , 7�, '' 'M211 1�'I'l '5 �q ,--- , 1_:�; �____ Z�l - 16 11-11 , .�,� C. � WP � � '. I � � % �, __�, lum, , , :� A � i� ��<��`�, �, 5 - . . � ll�_ " <X 4, r,AA � , � -_-�-_ -z-_- I (� - � >,",\ ^ - - -��,-,��x',,e, �,,', ", , �, .1 6 .,... ;",_/. - 7--,) �: -_� - .f:�� ,0 2,�) ",�,�:X"","<'/ / -X*X , , .) -, __ � - I- ___�__ -- SEE'OUTLET PROTECTION RIPRAP APRON/ CHANNEL "() ��l 0 , � ,),� ", " e", 1. 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I 1. A, I - - : . ,A/ I I T � . . . . , ''. � ... , , I J . . . * , '. , I 1, - � ,::::.:. ��,:��:-j�::��L::':�" .1 �l I . I � I . . . � I . . .. - � . I - ! . . . . . .... I.... ... � . . . . I . .1 1.11.11.1 . I... 1-1-1.11 .... 11. . . - ' - . I'.- - _` 1; - - - 1, - �'. ' '. - . - . ' ., - .. ' � L � .. 1 A- / /_ li" -0 " , ,. -, . .... . � - . - . � . . . . . . . '� - *FILL,SLOPE.," , 'i� * - �_ 0 L3 � "., ,�� ... _ ...... � ... I I .... � � �:: '.�/ , , .I I I... ... , , " - � , , W . I . . . . / , . . . 1.f� .1,1 -.,!� W I N . � � /.,� � I I 1. . / .", I' I //-' �., / ui I " 0 I , �:: ", , , '' 'V.,.,....,.'l, T .. I .... � ..... I . � � . . . . FILL'- ':, .: ','. .',',' - �'-:- '-�- '-':'- -', �' ' - � � � � � ,:: I'll. 7� � � � � 3. �!:-Ap-� ": E'R _:�: . '', / �, . I . . _ " r'_,:.,�'.." ' * , __ I r ... , ''. ". ..:l'_'l'l'_.,m_, : - , I ... �111:.�,"�'-'_ , ,�, - , " I %. �l ,-:`��'.�:, �� �' . .".* , �. . m .x 1� ''.. � , I I GRATE INL / / ,b � . .. � � . I . �'M'M, IAUM' 1: _� . . I - . � /. �/ I - ". 1'.",'_�_ ... � 0 25'. TG_ - - .,- - .. . .. . .. , V . . . . .. . . . . . �. . . 11 , ,: . '�' /_�', - - I'll I'll, . 1-1- - I ,:: . ,q� .1 . � . . . I . . L . . .. I � . I . 1. 'PJ - FILL NOTES: �_ _0 � :� � .. ,�� z TOF I . 4 - / '' I INVERT IN (15" RCP, I : .11-11 ... 1- . - 1, . ,% / _/ ... I. : I . . . . .. 1. . .. ALONG FLOODPLAIN (TY 11 /// ""'."V., .. ::�!,.,. ''.., - ., � 89 92:.Ep - -�-- ql: 'I, '.. � ,'�: * , , , , ... , , . I - - - .. .: , I __ ' . 0 ...... ...... , Q � � - . ..... ..... -- I �.l 1� , .", _ - _ , I . . I I . � " " - " - - - ALL FILL SHALL BE PLACED AT 95% COMPACTION. 0- I INVERT OUT-38/. :, lff�.: �,::,:,�- �`: "I I ... I... I. I I I � I "." ": I ".1 .."'. .. .::�,:.. " .... � I � .1. 1, ":,.,* , " , , " , , "' , ". '11. . 1. i. 9 :, . 1. I 1.7�. �) - , � . .. I., , , �. .. !� . I � . . � . I I � 1, .�. ' � ,�, ., � . L ''. "' 11' 0 1 � � � �:::- ,:-�] - I ..'_l.".._, II'L''', "I'll - ; :4 I-L , . � - u 2� / -1 -,_ ''. - - ... L , - / .. I I �l 1, I I */l I � I "._. I I ..., r . , , : (Ift . I I . � . .ct ,:�, ��,�._ o ': �L,:.. , _ x , _:, ��_. , , '' _�_ I L:', 2. ALL BUILDING AND PAVED ACCESS AND ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY _j / I / 1. "I � ' ' � �/':'L'�:': ",- 1111717�1�1. ,."...� ...... ... "I., . ::!�: 3 :. : .'� . . . � : : .. . %, .,:,., , / / /,;.., .,:L:':. :...:'��F .1.11.1-.1 1 V.,lv_l� ' , '" . . . I . . . " ".. .1 .11.1 w 0 11 11.11 k, I- L ... I I... 1. . �j . � � �*,.� ,�. I I.,.. I �.. I o : � _� OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE -0 � , , ::,:,:7�"-"���:�:,�.::�:��:::�::::::",.''..-,-,-��,,-.�,-,.",..,-,-,-,,::�ii,\:,',�::..,:,-�::-:-*�.�- - I (D �. 1% "I '' ;�!__ ''. c� < - '��_ �'' 11.11I.- 11 .... � .......... t-,.,- - ..... . I l.:, � �", ',." �'� - w.. a. r - OPI 16 I I .. I - , , _-. � '' - , �, �. 0 1 ) IPLASI 1.� I � .. - - I . - I � . . . - , I . , . , ",:*.,-���'�.'.',3:90.-,3Ei-�-TQ .�,.,.%,.: ) . . . . ., A . ., COMPACTION OVER THE ENTIRE ROADBED/FOUNDATION AREA IN ACCORDANCE WITH VDOT 2007 ROAD AND < P-4 , SI Nyl. . _ _ _'.'_,_ , '' , 1. I � .... � � . .11� - �, i ..., __.::; - �.% " - I 1% c � z \ �b I ., 1 4, , . . . . . RAT . . > p �7 - ) -��/' BRI DG E SPECIFICATION 303.04. = >1 / \ _1V . � !.�$V. I 1. � I I I 11 . �. , r I'll, , ._... . . I .... /. I � I :. �. \ ( / .1', 1. / : '' ' ' ' " � � I �-"l "L" ' '�:, �: __ "'.., %-.W� a . , I.,. 1��: �::, I (., . ''.. 1. - I - I . I I I . l. "..l..- I.." ml 1, GRADING AND FILL OPERATIONS SHALL BE COMPLETED IN A MANNER THAT DRAINS RUNOFF AWAY FROM THE u . I.... "" ' � , � . L . I'll , %# � . . I L . L I � I . lr'�� ............ �'�,,"; TIL."�� I:_, ... �� I _ I 1--_ "I - �:, � I I.. . � I., r. . /:�'L: - - �, _ _ .: , ,. , , �. . 3 E . * 'I i .... L ''. I !� , : . . . . . d. . .. w * , "_-� ' _' - , K �,.� � �"".!�l�,7-.7���-7�,'�,�'�L�4-54"""'L'-v"', �,::�� //)//�' ''I 0 , . ., ... \ 11 I ,_. _ , , , , , � . -`::-�.7�-::. -:': %'1-'%'�%' � . � . I . . � � . . . . . . w .,� /7'' ". BUILDING AT ALL TIMES. -a co , _., . , , _ '. . - -:�::,::�- . � � . _ � - ..., .. 11 '. �. W_ I � ...... .': ''.. � � I I .1 �:... ". 4 ll� 1:... I., 1. . ........... I ... I .... I— ........ . , ,. , . . . - � I ... .. .r � c � ., ,� '' � � _ _ '' ,:::" . I f I .... _,O, I 1. , , _ (A // / r --,- � I'vp -17 < ,:f: �:�::�1:1_71_�: . . . . . . . � . . . 1:1..''. -, m � . . . . � . . . '� '. , 3. ALL SLOPES STEEPER THAN Ti. FROM FILL OPERATIONS THAT ARE TO REMAIN FORAPERIOD LONGERTHAN:L2 I __. �,., , � , , / /I I � ", .:.:.'_.',..l..>�4l..:, . � " /< I I . � 1. 0 , I I . !, W uj 0 \\ / �� '__<i4li, 11-1 ' -111.11.1. �-��:��:�".�L� In /11 --.Z, _�. . .......... ''I 1..:I.lwl.l. ,� 1, �'':.� . 1. I ': MONTHS SHALL BE STABILIZED WITH A LOW MAINTENANCE GROUND COVER. 0 , - . L .. I .11.1. ' - , /, / / 1 I I .. . I . 1. . I I .. L � "' '' " , � '' 1. L.'"' I ' '� ] , ". �. � � ..... � _ <`,y �3/) , I �",'�,�-:.��-_-�, , �1`1 389��T E I . . . I.. .."'.."...-1- I 11 , 1. :,,:,, ,�.�_' . CONTRACTOR SHALL INSTALL VDOT STD. GR-2 ALONG THE RETAINING WALLS IN THE VICINITY OF THE v 2: z / ''� 4( ... '. . ".. \ 'L �� " - �'- "",". " ' " ' "' � "'I . 4- ]� , /. '��Y,'�'�::,��, -1: I . I I 'IL ... ...; I.."..,: : .''.' . �, - . � , ., I �.. Y' '---' I , ,;.�& I . . '' '' L �'- ' ' ' ' ' ' "' -'' ' ''. ..'.��-�'�-� ... : � , �. . . - ..: � LLJ : �',l,��i'_., '_ - 1. . I \ , \ .0 I PROPOSED PARKING, WHEN REQUIRED BY THE COUNTY AND VDOT INSPECTORS. Ld ", . � . I .1. . . �� . L I ..... - , z I � �. I '' _ I �. .1.111 I I / Q e _ - 1� , � .. , I—— - -�-:��"-�` - ` '' �' . L. .ily.. I/ , ,/ ::�'��:,�::::�:� o_-: .11. � --/389.60 EP 0 , I I . . . . . . . .. .. I . . '' _ ; ":: � , / / - . ,I __ I i, I— ... ��.' "__".,._ ...... 0 .: -:" �_ 0 1 � - - �, 5. ALL SPOT SHOT ELEVATIONS SHOWN REPRESENT FINISHED GRADE ELEVATIONS THIS INCLUDES RETAINING / 7,�-_,.-,�O� :/_-, .. / / .'�:,�' I . � . I ... I .. . v ... . 11 I''. I I � ':*.':L"._'': ,O . '% .., . I z uj 37 . � , ,k. . _%.'_'l'.:,� ,.�'�� z � . :... _1�1. I - 1) . - - I.. I I - � 1. I .... 389.88 Tc � . I � I I ,., .,�� , � , ,.a � _ ., "", � :, .", _.. ''. I I =) 0 Ld ,'��j il!?r- _11 , .. .,. V �.�,,' �: � 0 � � _: ,,., : _ ��' ,� , ,,� I ,,,,,,,,,,.,,.,,,,".,,,,:.,..I,...�/-,�L�. WALL ELEVATIONS. WALL FOUNDATION ELEVATIONS AND POSSIBLY WALL CAP ELEVATIONS ARENOTSHOWN. Z87.7 ,� /,:-/,'.:,-;�'� � 1:1'� :I'- 'L/."':':.�:�, f_�,,.. �: ZOPQ�ED 12" SOLID HDPE i 389.38 El�,-- 0 . . � ,- -,,, , , , // 1`� . ..... ,)� '''' �__' I : �'. .'.'.'*,*, ' 6. FOR CONTRACTOR BIDDING PURPOSES, THE SURVEY IS A COMBINATION OF AERIAL SURVEY, FIELD CREW "') � ' .41 , IIPE /STONEBEDDING , - I . . . . . . . :'.�,�..'7�: "' I I '' I '" "' "' " '' ''"'' ' _ __.-, IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII z ��: "��L%/_ I ..: lil %.. I to ;..� 1._::� ��' , �%. 1, - ! ) ",4;,� - 3-90.00 SW - . . . I ... � .'.*� : L ' '"'�: ' "��,� . �, -":.,., .. � SURVEYS AND SITE VISITS. AND BECAUSE THE SITE WAS AN ACTIVE CONSTRUCTION SITE FOR A PERIOD OF TIME, - I . _- 1,G � k \(TYP. 'v, � , �., .....';;., _ ____ ''. ''ll _j I .1 ,,� ( . .....,...!�.�'''.�.",..,.�.�.I.�il"�,�..�....''�..I _____',� �,.,. __j P, -1.1 . w u . 6 8_10�� . I - /I ''I ''I 0 '... �5 ,�:, ", UING C - I *.,.,. * I , 1, � '' *.. �. I . .�� .... �- . - :_.,': " ,� ,�". : :. -',-- - '"''L �_ (/ / � /,.�, '. __-B Lilt 11 �� .� ... � . . . I- 1- THE EXACT COMPACTED FILL REQUIRED BETWEEN THE PROPOSED GRADES &THE EXISTING TOPOGRAPHY - I . " i%� N, . . . . , . 11 1. '..... '; '1--,�*". - - �� I . - . I . ... 0 ,�:-:,:,,��:' " .,.* .- . � ..".: I I I , � , " - - �. 0 / . .... ... " .. - 0 ------ � I , '1�, . - , � I ''I'', :.', ,_t'�� � . , ': .... : � :��. FFE=390.8IO \ . � ..... SHOWN CAN BE ESTIMATED, BUT NOT EXACTLY QUANTIFIED. w �. - , . _� , PR0�qSEp'4!TAL4,',' ,'.. '� � 1�. * '.", �l � " . � .... -. mi 0 / / :.:,- �" , . i I . . I � , ),�-."-� -.1 ... ._:� _... __i_ .:_ ui - :TAJNINGWAI�L43015. --. � .:. ..� ., , , . 4 1--1117 / / �, -.11 - * . . " - / 1, E._.l._ I 11 >1 .7 ., , 1.11. 389.81 T ..... I - - ' - �:.,_ .�_,:,''.,__�_:'j, - , 1 \ , - U LTW PHASEI` '.- '/-,�` � : ... 1. % i m: uj � I I I �'. � . . . - - - - . " . .. �� I I , , !_ ... I 1, T. �. I I ''. I I - - I I . t � � � I l 1. Q) , . - ��,. . . . 389.31 EP ___ _�l . J., ,� I .., I . TH _ � . '.., �_ , DRAINAGE NOTES: w a ' I :�'- / ' - 1. �.l �-,` , "' � ; � . . , �': m' �' . '. '. a ; I , I " . � ; . A MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER & WATER AND SEWER LINES MUST BE �_ uj 2 . Z I kg ___ ,11 -1 I . . . . / I , , - . . � .. . . L -_� . ..... � � �. � '' .. , , , , I - , . � � � � 11.1 --- I I I.." i. � , �SEDP f�YL�OP AST-"F�,l / I ., . ;.I. , . . 1; - " __ � ..... I I , . . _ I �,,:;Pkl - .. I I I . � '� � , ; , '' 1. ., � � . . � I I . �, .� � � � I .... _ .11 / '. I'�: . I I'' , , '' � "I'll, � , � . � I ... ''', , 0- I . I . . I .. 1- . I _ . -1 I � � .. PROVIDED. cn Q� "I O� I . � � . �� � Lp� .1 I 1. . / E B �t4" Sp.,GRATE \ / - - - 11 , I - . I ... �,:" � ...... �",.. � .: , "''.. . I � . I 1. - - - � I I - � I - 1. � , m"._ " . ''.". �. :.*_ ".. -, -'. . _ .. � . Q I,N ET, dUIVALENT. \ / / , - . . L . - '' "'�'..�..I"_' ." "'. ,�"'__,.,.,.,.,.,:.._'.'_ .'"_� �_..'',.'_,.:.'.:'.., . '/ * 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR .> /_ �11 / - (-11�� -, "': ' ':'- L - " ' _' _' " �' � , � �- �. - � ' - � ... � ''' � ... � '' '' � � 0) __ / / ft*411. , a ..... 1_'�5�:... ,�.:,.:,� _��:!."":'*�L''�� ,�, '�'�I.".�""�.'.'.�.--�'�"''*,*."''�'�'. h/ TO CONSTRUCTING THE EXTENSION OF THE STORM SEWER, SANITARY SEWER, WATER LINE AND PAVED �_ :5 / / , � I . � . ffl_�� .. ..... __ __, . ., � . , - ,. ''.. � ., - U . ... � ... � . .... D / / I 1.9 - . , : _". � '..:;,_"..� I � ''. '_'', :.,.�..,.,;'.�"'.,..'',., _�,.,.,.�.; �'.... _"';'_.;.,�_.,..,. / 5 w r 0% x . I., �,� "', , .1,,._l ., 1. ACCESSES. CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES 50 THAT THE ELEVATION OFTHE r , I . ., � , " �l ,;. . �1. � 2, _ .'. � " ''..*. _*.., / / Q) / \,_� ., 0 89.28 T6 ***, , , - 0 .... _'_ 1 .- 1. ;_''. . -_ 1�, ol. - _� V,/ � v J _ I ': ..... �.'l,:,'�'.7''.'"._ . � I'' �,:,�,:. � - , / TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 0 _1'�l . I I .. : �. ..., 1-1 .1,___ _":' ''-,... '' � _. . . L ' ' / rf"), I � . . %. ('771 1 /,., I 0� , x"ll, f/ ..''. '': : , _ . , / \ , ,� 0 ". ..... .. . '' �. 1.,I...I.I",1.11.�L.'"'"I'"'�:,� 11, / 1� ,7"1 - �,� ft%* � - .. . / '' . , - - � 3. CONTRACTOR SHALL FIELD FIT THE PROPOSED STORM AND SANITARY STRUCTURES TO ACCOMMODATE THE 0 _� " - " / 0 / PROPOSED NYLOPLAST :.,:, � ": �'.'.'.'.'. ', :, " 'l'.'.*.',j"l'- '� ',"'� -"'.: ":',", 1'. ''.' . '' L '' ' ' � / / ry 7 1 , , . ..'... - . � .. � . . ( u�_ 1� / oft% a � . . ��:. :1 �1� .. .1 '.' �' L ., I I � It_ . ...'�..'. I �. " , ._ . / ....... - � " I L/ ___1 . '.. .l.. .111 � . �,:. � '..'. '� . ': , ,� //1' EXISTING STORM, WATER AND SANITARY SEWER STRUCTURES. CONTRACTOR SHALL ENSURE POSITIVE SLOPES , . � , , , '' 0, 11 ... :,.: "� , ,'.'i � � � �, I.', ":,.,� I _ ' . 0 � . .. � __j ..... TYPE B 24" STD. GRATE 'P�' /// � I I . � �'..""�.' L':"'. . _ , :1�1:1..,.11,�,." . I I I � � . " i't 1; .- . ., . :,; - " � *: /// . � L ARE MAINTAINED THROUGHOUT AND THE INTEGRITY OF THE EXISTING INFRASTRUCTURE IS NOT �_ co ,%, '' � � � ' / , , I I ph .2,- �,�lo'Y;�l . . " ,---- / 0�1� // /I ,11 0 NLET, OR EQUIVALENT. . �q,ql I , salw*, . .., "'.-, i, � , , '' , . , , , , , '' , - '' U < ...... : , .1 ., I 1, m - - � - L '' . I 1. I ............ � I I � I I .... - _ _ _ . .1 .11 , , , . _ '' � 11 I 1- c ) �'. I I � � '': _. �.:.''.,.,., , , . . , , ... � . � � . ....... COMPROMISED. THE CONTRACTOR SHALL ENSURE ALL STATE & COUNTY REGULATIONS ARE METWITH THE I rl � o � ... I . �' , , , , , , . ' ' L 15 L 0 . \ 1% // 0 1'�� , ./ . // � Av ) , , '' / * , * " 0 �_ uj . � I . 1. �:., �'. . " � ".' _ .'� I I . .. 1. I � I I : � �,*. , . I . �, \ �l ) / "'A%, �l 11 , z 11 . . - J � , .. * ;1� ...... w U) � , / _1111 �_ AO . . , 0 -, ", , / I cl) \ �K , " . . , , , 385 TW *-** , , 0 __ - . I I .. I 1. 1'. L' :, �, �.* �, ".�:'.':, �""",, ", "': :,'"_", .'., . � � '_,� , ...., � //// ....... . IMPROVEMENTS. E _"�� \ , ,iF , ": -:' ","* ".'. "L': 1'�'l *1 " "I " ". I' : L", """" '': 1 7'�'� '"� "' 1_�*: ': " ", : '' I 0 d Lu D ___ s Al I - I 11 I—- . . ". , _ 1,:� " -, , " ... �� � ...... 4. CONTRACTOR SHALL PROVIDE COLLINS ENGINEERING WITH SURVEY WORKSHEETS OF ALL STORM WATERAND n� = 0 � , �, \ . , / 385 BW 40% , . . , , , _ , .: '� _ ., � ... i n_,,'��.�.:��,:.,�, �'�'.'.*�,.,,,_.:.': , , I (N 0 � .. � 1. 1. 4/ /�.., �. .. �., /. , CL kn _0 ( '&Q / A, / / 0 . � ..I',,.:,..:- '. 1, � � '. ... "',., . . - '11-t-.- . � � .. I SANITARY SEWER STRUCTURES PRIOR TO INSTALLATION/CONSTRUCTION FOR THEIR REVIEW AND APPROVAL. I ___ I--,' (-,?// / , . / 0 - � :... . 1, . :,. .'.� � : ,., .� .� . � . . . ........ _ .. 1. � I 1. � 1. 1. I I I - L I .... I � ... � I., , ""... - -0 t / . � , , : , N`�_'/ '':,: - �' - - '': , " " '' N, / / I - '', w I. - '� I � I _ ...... "I I -, �, , , , � A'-. ,�. ,.''., "... , , , 1 1*4/ JOB NO. I'll ........ - 1111 I - I _ _ ..... �: � � . . 11 ., .,. , , � ... I .... ... � z . I . � � / 0 1 - _., I I I I - I '. 1. , . - - .�: , / , /// �l / / 0 � _____M�LT 1 ...�.�. �.�,.�... I.:". ',I a, ; . ..:-,. ), --' .:�:�:6� . .. ...... _ -� � �� -r .-� . COLLINS ENGINEERING SHALL VERIFY ALL SURVEY CUT SHEETS WITH RESPECTTOTHE CONTRACTOR'sASBUILT ______ )( - , I " _w__ � I � : .,;,: . _ 2 1 ;; �� 0 . .1 '�:-, , 1',_�.:, "d �_ ,..""'� _ _ �m ,�, -.._..._'_ �:, , , _ ''., ., � : I . 1) �/' I /� / Af I) 1 __ 0 R 0 (D -- - ...... . .. .... ...... I / - - .1 - _. � - / , ''Z" SURVEY TO ENSURE POSITIVE DRAINAGE AND PROPER ELEVATIONS ARE MET. 132093 u / I/ �� 0384CBvv . / . I . I I I -----_,. � r I Monlyne'Al _________�� - 0 0 1 1 , .:. .:.,. ".'. . , "..'. �'.'..' - , I � . , I , . , . .. . .. . ._'� ,�.�.:.! � . � � . .__.. . /l/ 1-11 0 1\1 / ,.: ..... � ...... : , . .'' , .1 .0.1 *. I ', � o, �"_'. - PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL TEST -DIG AT THE LOCATION OF THE EXISTING UTILITIES TO V) , , � , , . 11 . , w . � .... � � co I "... . I - I - I I , ! , ,�. I ".. I I 1. 1. '.�_: '' ,*." I .. � l:.:..l.... 1. . .......�,.�/. � �. I 1. . ----I__ 1 , - -:,., . _. * ...... , / . .. . . - ,$ ....... 0 0 ,�� j, ff , '1_ 1 0" _ , � : . " . " .�� ., �, ./ /' � ... 1 5 u _ . - I.. .. Z-1 I I I ... I . I ... I /I k _lllml.11l.',_,____ . . . . . 11 ; .�"... � _: :....,.�..,.,_., ': - - '. � :. " _..., 1. .. 1:1. � " -1, � % . ;,.:... ... I I . /. , I . . � .... . ,�, . � CONFIRM DEPTHS AND TO ENSURE THE PROPOSED SEWER, STORM AND WATER UP GRADES CAN BE ACHIEVED. SCALE _0 I - I -� "I - ...... .. , , . , . � 1.4", ... I "I I �. I . 1. I " - I . .- .. I � ... :� ...... � I .... L. - � 1. ."'..", �'' . �'.'_ -, ,�/. / , . I THE CONTRACTOR MAY SELECT A 11 . ... . ./ 6. WHERE THE PROPOSED STORM SEWER IS OF VDOT STD. CL. III RCP MATERIAL 120 . .: '.. . , � � I � 'L "� '' : � '' � �' �'l I' 1"'l- � " ".,. / � � . . . . . � - // ... _. '_ , . - .. - _ I ....-I.-.; .1 .� I . . . ! �'. �4'_; ","':''*�1 " . I . ', � L � ; 1. . . . . , ',' , . a I ".. � . _.. "', 1. I 1. I �... . � 1. I . I I 1. � � . . I . I . I , / . . . . * , , i � . -, . , / I I.PU - � � � ... �'. �. DIFFERENT VDOT APPROVED MATERIAL WITH PROPER INSTALLATION/BACKFILL IN LIEU OF THE RCP. SUCH AN 1 =30' " "I 11 " , 1.�;,, =- 1- � . I . , , . ., ,�, ". ". _ ". _ ., " "" , * ......... � .": - , '' V) . . , ..� I -, �'l X111.1-11 , . �. �. 1. � I.. - / .�,ll N, .,.� .... ... I , 1-1- _ � . - ....... � . � . , . .' , � , - . . I �,�M,` "I'll-,' , , "' , * - ..... �,�,�""�,,�� , ,'�',� , " , , " " * �.." ", ... I .... -2 . �. -7& - --- --- -.0", - , - ,.:_ � 11 40 ALTERNATE PIPE MATERIAL SHALL BE CHOSEN FROM THE LIST PROVIDED IN VDOT STD. & SPEC. 107.22. ___ �-___ ... %;, ,�� ....: . . . . . il _ I �.,,� �lv , T NO. 0- �l .3 mm. __-, , ., ,ft / � 11 . . I / �... ., � __ I �. __ _. ,W 1,191, ",. �� � � I " "I 1. , �!�SAK . � / 7- - ,. I ".11-11 - . - __ - ;,`,� , .. � i 11 ,_---- ,\ \ I , _ I Q) 11 '1� - 'i". . ,., �e. SHEE "" "", - ALL STORM SEWER SHALL BE PRIVATELY MAINTAINED WITH THE EXCEPTION OF THE STORM SEWER I I -1 -:>- / I / / - ` ENCOMPASSED WITHIN THE PROPOSED PUBLIC DRAINAGE EASEMENT. THIS PUBLIC DRAINAGE EASEMENT IS U) �� - i 5 Q) / . � , �/ /, = 4T 1� \*\ /I /, LIMITED TO THE STORM SEWER RUN BETWEEN MOORES CREEK AND STRUCTURE 3.2, AS SHOWN. I I ........ j �_ "Ill-, " _',A-_,��___ . , �/ ,�:�1,1�evlv,Le(l , -t /�-// r- 00 0 F- 0 c� 0 00 Ld C3 0) CONTRACTOR SHALL INSTALL CONCRETE ANCHOR 0 E3 c 0 +��- BLOCKSAT EVERY OTHER JOINT FORTHE PIPE BETWEEN 39 F- 17-- _x_0 }{ SIR A & THE EXISTING DROP INLET (EX DI) AT HOLIDAY 1_� to Li 0 I INN. ANCHOR BLOCKS SHALL BE IN ACCORDANCE WITH (c) 7 11 > F- VDOT SPECIAL DESIGN DRAWING No. A-73 AND MA-73. THE 0 pq co 0 6 00 cn Ln F-L ZI MATERIAL FOR THIS PIPE CANNOT BE SUBSTITUTED. n n 00 tri n PROP OSE61 0 GRAD 0) 39 0 ro 0 395 390 390 (0 > > INV IN. 37-` mu)6- z z IN PROPOEED__ (TO BE ABANDON GHADI -PROPOSED INV EXISTIN 390 390 06" W/L 385 GRADE 385 - CONTRACTOR SHALLTIE EXISTINC GRADE M H 3 STA: 2+58.79 INTO THE EXISTINE SANITARY SEWER VIA DOGHOUSE MH & ABANDON --STR: I RIM: 390.50 INV IN. 381.10 TO MH4 8 VDOT STD. DI-3CC (L=8') THE E)Q I STING SANITARY STA. 1+80.58 SEWER BETWEEN EX MH 18 385 385 INV IN. 381.10 TO MH6 ,380 TP=389-55 MH 6. CONTRACTOR SHALL INV OUT. 380.90 TO MH: 7INV IN: 378.72 TO 10 ENSURE MH TOP IS FLUSF MIN. WITH THE EXISTING GRADE INV IN: 378.72 TO EX DI PRESSURE TESTING OF THE CONTRACTOR SHALI INV OUT: 378-62 TO 6 DOGHOUSE MH SHALL OCCUR PROPOSED SANITARY SEM THE EXISTING MH & S BEFORE THE EXISTINE EXISTING OPENING AI 5* SEWER LINE IS CUT. ALSO, CL III RCP 23.88 LF PUMP AROUNDPL )�j 3 8 0 1143 80 RELOCATION HAS BEEN CON 375 016.97% (PROVIDED BY TH ----I Ld Lu Ld LLj cy) Ld 1.1- CONTRACTOR) TO ESTABLIS 8" SDR 35 PVC THE NEW CONNECTION AN ABANDON THE EXISTINI 45-12 LF __ FINISHED GRAI 0 1 3.0' MIN. BEI - 1.21% CONNECTION REQUIRE WALL FOUNDP ACSA REVIEW AN I APPROVAL. 375 1 -1 375 0+00 0+50 0+75 >> ww �0 N 00 _j _j -7 .0 EX DI - STR. 8 00 wu_ Ni 0+"60 MH 6- MH 3 STR:24 VDOT STD. DI-3B (L=8') STR:26 VDOT STD. DI-3C (L=10') -STA. 0+72.17 STA. 0+00.00- TP=390.31 TP=391.16 INV IN: 383.35 TO 26 INV OUT: 387.50 TO 24 INV OUT: 383.25 TO 22 RROPOSED STR: 6 VDOT !STD. DI-3CC (L=6') 390 GRADE -STA. 2+49.74 R SED BLDL A r-TP=392.02 OPC INV IN: 378.27 TO 8 *f1 *-�jf I R Ej TER ATERAL 0 L INV IN: 380.27 TO 22 P S . ERVICE(i'MIN. SEPNRATION� INV 385OUT: 378.17 TO 4 385 115" CL III RCP i co Z 72.17 LF 5 0 3- 380 380 3.0' DRNG.- L PROPOSED �81- 15" CL III RCP 15" . CL III RCP SD IZ 35 PVC /L 74.26 LF 49.66 LF 02.02% 02.77% STR:22 VuuI STD. DI-3C, (L=8') i XISTING 375 STA. 2+03.48 _.GRADE 3751 TP=389.56 INV IN: 381-75 TO 24 INV OUT: 381,65 TO 6 370 [ IIII 370 >> 0 0 N LO CD 0 0 (� IS) C3 C5 00 CO co 00 Oy to 0+00 0+50 1+00 1+50 2+00 STR. 26-6 TWO (2) PROPOSED 01" CORP. STOPS, THREE (3) PROPOSED 0i" CORP. i!'COPPER PIPES& 1" SETTERS FOR STOPS, a!' COPPER PIPES &i�" SETTERS TWO :I!'METERS (BLDG. A). 2' FOR THREE!318" METERS (BLDG. B). 2' CI F, MINIMUM SEPARATION, AS SHOWN MINIMUM SEPARATION, AS SHOWN z 1t nx UJI 't �� T= K) < _r LLI C) m:20 Ln _j 0 F_ 0 F_ F- 000 I- F- 0) :E M:m0 0 0) 0 005 F_ 0 Lq 00 LO r- C14 r_: r- 0) . . 00 n F-,q- -4- LO to 00 0 n o6000 L0 LO _�n n 0) C14 fn 00 c� 00 a pq ,0 Ld 7 0) < 00) + 0 c Z N')- -0 OD V) n T 0 cn D -t ro 0 40 fe) n Sri - 0 N PROPOSED GRADE <:!g> >> Z Z Z. 0i .-: + 00 ;e 1 L_ M > > 0+0 0) Z Z Ln V) 0 < EX MH1 FETAINING :2 0 cl-' (n ---- ------ K)KC5. 1u) Fr Z� w > 1> TA: 0+05.02 WALL mv)Rzz _j V) z 1E z RIM: 379.00 390 1 .83 TO MH2 PROPOSED-, BU LDING B V IN 373.65 06" 1 V/L PROPOSED BUI -DING F/L LAT. BUILDING C & SEALED) 4.6' W/t-S/L) 061, W, /L LAT. OUT 373.63 8 JILDI --/L LA BUILDING E BEND FOR FH 385 -CZDj 7.7' 25 DRN.-S/ 8 JI LDI W�L_ LAT. 1.5. MIN. 1 3851 CRNG.-S L L L F L LAT. 1 --8" SDR 35 380 8" 1. SDR 35 51 LF PVC 0 1.827. 21 I 1 BUILDING GREASEITRA L ATEi?AL BUILDING 1 S/L LAT. �i B 170.40 LF @ 380 .TIETHE- 8" SDR LF 35 PVCJ __j EXISTING! 'GRADE ER INTO EALTHE 75,05 0 2.119% 1, 6' 1 8" SDR 35 PVC TERTHE PLETED. 375 CONTR �CTORS6 ALL INS "ALL A2o LONGS EELSLEE�VE ENCASEMENT ROUND375 DkNG.-S L 1120.69 LF @ 0.50% -THE -OW Lj 17 P, \RF PR CENTEI BEYON )POSED 'EDONTiERETAI THE ED 31P SANI-ARY GES OFT SEA 4INGWAI-L, IE WALL' ER. STEE ENS UR s FOUND. - SLE ING IT ENDS AMINIMUMOF5' kTION. STEEL SLEEVE ENCA 3EMENT CROSSIN ALL NOTES, MAIN§ANDEIR.-&_WATE!R____ )E & TION -TM_�!N AC0Q.RD&1qCE WITH TiTijEACSA I �F E�:jf! H AILT_ _Q ET _;_SAXEC HAVFA M INIMUM:�.S* OF CL. 50 DI Syy EPARATION FROI}rl ALL SA141TARY SEWER 370 64.26 LF @ 5.54% i IMAINSAI�ID LATERAL-S,AS SHOWN. 1 3701 LLJ L4 Lr) �0 (0 r- 0 0 0 0 0 10 r- 00 _j W Lj 00 00 r- 0i 00 00 00 f'- cr) r,� (j) 0) r- CV Ln CT) 00 c� (:5 0) 6 00 cc . 0 C5 C0 00 rti 6 C{) CO cr) 0 0 LLJ Li PROFILE NOTES- 1. ALL FILL TO BE PLACEDAT 95% COMPACTION. 2. MINIMUM 3' OF COVER MUST BE MAINTAINED OVER W/L. 3. MINIMUM OF i'OF VERTICAL SEPARATION FROM STORM SEWER & WIL AND 1.5'OF SEPARATION BETWEEN W/L & SANITARY SEWER MUST BE PROVIDED. 4. ALL ROADWAY EMBANKMENT MATERIAL SHALL CONSIST PREDOMINATELY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 INCHES IN THICKNESS BEFORE COMPACTION OVER THE ENTIRE ROADBED AREA IN ACCORDANCE WITH VDOT 2oo7 ROAD AND BRIDGE SPECIFICATION 303.04 5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELEVATIONS OF ROADWAY, CURB & GUTTER PRIOR TO CONSTRUCTING THE EXTENSION OF THE ROADWAYS, NOTIFY THE ENGINEER OF ANY DISCREPANCIES SO THAT THE ELEVATIONS OF THE TIE-IN CONNECTIONS CAN BE ADJUSTED ACCORDINGLY. 6, THE STORM SEWER PROPOSED IS VDOT STD. CL. III RCP, HOWEVER THE CONTRACTOR MAY SELECT A VDOT APPROVED MATERIAL IN LIEU OF THE PROPOSED VDOT CL. III RCP. CONTRACTOR SHALL ENSURE MINIMUM STONE BEDDING REQUIREMENTS ARE PROVIDED. 7. ALL PROPOSED DUCTILE IRON SANITARY SEWER SHALL BE LINED WITH AN INTERIOR EPDXY COATING. 395 -CONNECT WIL PR TO EXISI POSED ING W/L 'RUP05E SV FOR 2" COPPER L) V'X4" I VAULT, I --L wl 41� ZEDUCE ACSA i 11RE PRO " 690 BEND PROPOSED 6"x4" TEFOR CL. 52 E I FIRE LINE w/ VIAA:L2"xg'TS&V TO 2" (SEE §.V.JBL V_ ROMSEC ROPOSE 6"x4"T:EFOR GV 4!'CL. 52 N F1 I Ew/ 390 390 4�- G.V. (BLDG.J�ROPOS ED 06" 3.5 CIL 52 D IP WIL MIN. H3 PROPOSED GRADE 3.5' PROPOS H 4 MIN. CL. 52 DIP W/L H5 385 j 385 P ROPO 5 D 6"x4" 'E E FOR v COMP _ETE FIRE 23 5- 4 CL. 5,2 DI FIRE " IN E & YDRAN" ASSEME LY 424� - FDC w/ 4 G.V. (B DG. C) w/8"x6" 3 Twcrt', _TWU4- CORP. V oj� TOPS, �coD' PER 380 (4.6' N/L-S pipE TWO s/8 &." SE5 FOR METER (BLDG. A). 380 E XISTING- ;z" MINI N UM SEPARATION, XISTING S�NITARY 08" VITRIFIED SEWER G BADE �S SHOWN ,LAY AT 2.95% TO BE I 3.90' ABANDON WITH - TRE� DRNG.-'V V1E)__ L ____ PROPOSED REDUCE "x ROPOSED RELOCATION PROPOSED 8"xE "TEE FO 375 375 I COMP _ETE FH A SSEMB _vv 1 _6" G. V. 370 70 3 >> 0 0 0 0 0 0 in 0) uj w C4 in 0) C3 0) ca 00 C3 00 0) C3 �o oo 0) C5 0) 0+50 1+00 1+50 2+00 Z+bu 15+uu 115+11)u 4+uu WATER LINE IMPROVEMENTS I PROPOSED 6"x4" TEE w/ 4" GV FOR 2" VAULT, REDUCE TO 2" COPPER (SEE ACSA TD12). (BLDG. C) PROPOSED 06" goO BEND FOR COMPLETE FH ASSEMBLY w/ 6" G.V. NOTE: CONTRACTOR SH) USE RESTRAINED JOINT F ON WATER LINES IN FILL 0+50 1+00 1+50 . 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 BLDG. C CLEANOUT- EX MH I STR: 6 I VDOT STD. DI-3CC (L=6') STR: 8 STA. 2+49.74 1ZTQ V) XInr)T STD. m_*7 395 VDOT STD. DI-3CC (L=8) r-TP=392.02 STA. 0+ TP=3 INV OUT® 384.00 EXISTING 108" VITRIFIE1 SANITARY' SEWER TO Dvc 0.60% -STR: 28 VDOT STD. DI-3C (L=B') 400 STA. 0+04.66 INV OUT: 386.5� T 1 1 TO STR: 2 VDOT STD. MH-1 STA. 4+61.07 TP=390.33 395 INV IN: 376.52 TO 4 INV IN: 378.52 TO 28 INV IN: 377.02 TO 14 INV OUT- 374.52 TO 390 1 \-PROPO4ED GRADE CL III RCP 20.11 LF 385 6.64% No 75 , DRNG. CL. 5* DIP S/L Fx1 STIN, I GRADE H 400 (D SCOTT R. COLLINS-Z.1 Lic. No. 036791 lit 395 "Al GIVAL Of 390 cn z (D as ul ek., > 0 Lu 0 0to 385 U) z Ll 0 LU z a L9 z 0 0 z > m 0 r Ln -j 380 Ou c1d X z CL N VI) Z_ < uj 0 Z Lu 0 111 0 uj 0 11 4 > U 0� Z5 Q e fe 0 0 z 5 uj uj 375 U) > 2 LU u 0 Lu En (n 5: > uj uj 13t a u _Y ce of 9 > z cn z ui z 0 h. En m Lu In 3701 1w > Ld Ld G3 ED c)) r- 01 0) 0) 1`0 LAJ I.L. 0+50 1+00 1+50 STR: 2 VDOT STD. W-1 STR.28-2 STA. 4+61.07 TP=390.33 IKI%/ MI. 7-11C r_0 'rn A 395 11.36 STA. 1+80.58 1 I I INV IN: 378-27 TO 8 INV IN: 378.52 TO 28 89.50 TP=389.56 INV IN: 380.27 TO 22 INVIN: ' INV IN: 377-02 TO 14 TO 10 INV IN: 378.72 TO 10 IN 0 T. INV OUT' 378.17 TO 4 -.-INV I - 374.52 TO OUT. \9 INV IN: 378.72 TO EX DI GRADE 39 3 INV OUT, 378.62 TO 6 PR POSED PR POSED -OCATIO SIS 390 OF WIL kTERALS1 OP WIL h SERVIN BLDG A G PER _EMA FL DATA OR mbc RES CRREK: PROPOSED 06,�j P__�r PRO SED 4 C -, 52, DIP 1 52 C IP FIRE LI 4E MEAN VELOCI"FY=6.4 7t/s 2 3.9' 'DRNG .-W/L) APPROVED CLOMR 385 _1DR 3/0 PROPOS - D LOCATION OF 1co- 383.0 yr FL PE ELI'V.= OODDING FINIAL q It 385 S/LnT RALS SERVING , I BLDG 4' 2.4 ASUME (DRNG.5 S 2 S11- I PROPOSED LOCATION -ERALS OF L L�j CLAY- i S/L LA7 SERVING R MAIN 1 BLDG A. t (ASSUMES 2.o8%) C OL 0 I I I FLOOD ELEV c '0 380 ME m 1 381.9 A 3801 18" CL III R I CP 85 1 .94 LF EXISTI GRAE 05.53% Emma 00_�= FEMA 1 L OD -24" CL III RCP----------------- ELEV,= 373.� STR: 10 1 83.28 00.52% LIF- 30- CL III RCP 375 VDOT MODIFIED DI-3BB (L=10')-. I 110.77' LF 30" CL III 1 RCP_ STA. 0+97.30 " 30CL III R 0 0.50% 100.56 LF -� TP=390.25 INV IN: 379.25 TO 12__.___ 69.15 1cp LFJ 00.99% STR:4--- INV OUT: 379.15 TO 8 00.50% VDOT STD. DI-3CC (L=6') 58.31 LF 0 0.89% F ROPOSEDVDOTs D. 370 STA. 3+60.51/ TP=391.90 ES-i, INV I E = 7 0. 370 SEE 'OUTLET P 10TECT1 N INV IN: 377.62 TO 6 RIP RAP APRON I CHANN L INV OUT: 377.52 TO 2 ---------- I DESIGN' NOTES 0 THIS S EET. 365 I1 1 365. > > ul w -4- 0 0 0 0 -4- C! 0 0 0 m C'4 LO t m 00 LO (0 - 00 0 - 0 0 C14 Q 04 w w m cc) C5 c� 00 co 0 0) w 0 00 C3 00 C3 co cr) cd (6 to ui U- PROPOSED DRAIN #3 TO COLLECT SHEET PROPOSED DRAIN #i TO COLL.ECT BLDG. C ROOF FLOW RUNOFF RUINOFF (RIM=39o.46) (RlMeAr -yr) 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 STR. 12TO OUTFALL 5+50 6+00+15 -PROP0S-_DDRAIj#2 PROPOS OPO D STR: 14 390 (RIM=38c GRADE' 'VDOT STD. DI -WC (L= 10') 1 390 STA. 0-t-80.00 I I TP=387.98- STR: 18 1 INV IN: 378.00 TO 16 PG SED-B _D` VDOT STD. DI-3CC (L=6l)-- INV OUT: 377.90 TO STR: 16 SHOV 2.08%SLOPIEj IN AT 117HE MINIM H ��J' \� LATERALS SEPARAFION) (%I NW STA. 3+92.12 TP=391.45-\ VDOT STD. DI-3C (L=10) 18" CL III RCP 385 f (,.IF. 11 INV IN: 380.52 TO 20---- STA. 5+68.22- 2 LF 1.807a __Sj INV OUT: 380.42 TO 16 TP=,385.94__'---, INV IN: 378.97 TO 18 1 INV OUT: 378.87 TO 14_______ 18" CL III RCP PROPOSER) 12" HDPE-f___7_ mwZ_ZZ= ZZOzz 112.44 LF 380 1IPEw#S1ONE ;DDIN(GATi.o% STR: 20 15" ZOOM 00.78% 380 VDOT STD. DI-313B (L= 10-) CL CL III III RCP 12 .98 LF ALLSTA. 1PE 2+68.14 0 0.61% 15" CL III RCP 10 TP=389.88 00. LF 827. ILI NREAS INV IN: 381.37 TO DRAIN--- INV OUT: 381.27 TO 18 -4- j?" rt- 375 sTR: 2 VDOT STD. MH-1 STA. 4+61.07- TP=390.33 3751 EXISTINW / INV IN: 376.52 TO 4 GRADE INV IN: 378.52 TO 287 INV IN: 377.02 TO 14 370 INV OUT: 374.52 TO 570 > > Ld -j- .0 0 CD 0) .0 0 0 0 0 .0 0 CD 0 0 C'4 In .4- CD .0 0 CD 0 n n L() .0 0 0 L0 kr) _j Ld Ld (6 D 00 co - Ln vi r_ 00 C5 0) CO 1'- (3 CO 0) C3 (0 cr) C3 0) C; 0) od -,;J- r- 00 (6 (0 r- 00 (6 Lp r- CO od CO rl- 00 06 00 00 ✓ PO UJI U- 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 YARD DRAIN - STR. 2 5+00 5+50 6+00 6+50 7+00 7+30 Lu 0 13- uj W 1 NNNNNN Em, m 4 �q C .0 rq E N w wN z N CN ui L9 > 0) uj 0 w ul w 0 LLJ ry, u . ..... JOB NO. 132093 n, . . . . . . . . . . SCALE M 0" 1"=50 (H) a., ■! Structure Area. (Acres) ICW t' (Minn.) Station r� 2 0.00 /� ,{�{} 0.00 5.0 q 4+62 4 0.05 0.90 5.0 3+65 6 0.04 090 5.0 2+53 8 0.25 0.71 5.0 1+88 10 0.20 0.90 5.0 0+97 12 1.89 0.51 5-0 0+11 14 0.12 0.90 5.0 6+81 16 0.49 0.90 5.0 5+68 18 0.05 090 5.0 3+92 20 0.25 0.90 5.0 2+68 22 0.31 0.90 5-0 2+09 24 0.17 0,90 5.0 0+72 26 0,13 0.76 5.0 0+00 28 0.16 090 11.0 0+05 EX DI 2.15 0.75 5.0 0+00 UDA 0.22 0.90 5.0 - UDB 0.22 0.90 5.0 - UDC 0.19 090 5.0 - DRI 0.00 0.00 5.0 1+55 DR2 0.00 0.00 5.0 0+44 DR3 0.37 0.71 5.0 0+00 Table 8: Pipe Design Table, ✓'� fl ,F �,. „r'fi'J"t'+'% r'� ``�� .. ,: �%' a"'' ,r:,.J`� / r,� ..�r,/` r !r ..�'" � �` i. 1�S, ����'r fi�`�`� �r,`T;s��*h`S °i ri y,,._ .,✓' _ :! �'" • `` � � .%.�' ^", 3����2" �t � Sri . � ,r �9 .t1T k %`' _" z � r" ,° '� ✓F y,/.r ,// 0, '�� �.(✓'% f,. J z� 's' j .5� - �'y5- h "F" AA ✓' n ,:^" ! J - J �,,,. r' ,. J `< {� ��� i- / I ^". '� � tf /�/ �? r`� d. � � "+yak. ��' " % ✓ � 1 ` 1 ..r ° �--., is �'. -*: 4 ''f '' fit �' 'e✓' °� J' / .Jr / S "' ^+„v �t� 4� 's f .,, lr / ter,; / ��4v• o r /' f.. r f i ' n` fi r R ✓'' Ij #dtfl?F 8! (b' }1:0.:17 J J...F" '�, " , J A , it ! i' ',. 'a. �.• t % dt` ,�' / ` X J' �`^ .i' , �`n•,e , )f , •J 46 was ter" ,_- ,•.•,'*.. r m A. jJ w„ S f - 1 N i�-114 oy,rrtr - _ - ._ •`may � � � * �$ `�� °,�� � o PIPE DESIGN n = 0.013 for RCP n = 0.01 for HDPE Pipe H-1drology pi6 C 2 , v E _ a E c Q Q m o `� `- 2 =n 0O U O c c 2 B m is m ._.. U N c o m Q E o o c o v c o ° co r ° m o LL m ~ m _ u) LLI d U LL al CL Pipe run: Sir. 12 - Outfali 12 10 1-89 0.51 0.964 0,964 5,00 6.67 6.42 6.42 384.00 379.25 85.9 0.01 0.0553 15 15.19 11.81 0.12 10 8 0.20 0.90 0.180 1.144 5.12 6.63 1.19 7.58 379.15 378.72 83.3 0.01 0.0052 24 16.31 5,05 0.27 8 6 0.25 0.71 0.178 2.934 5.40 6,54 1.16 19.19 378.62 378.27 69.2 0.01 0.0050 30 29.00 6.30 0,18 6 4 0.04 0.90 0.036 3.501 5.58 6.48 0.23 22.69 1 378.17 377,62 110.8 0.01 0,0050 30 1 29.00 6.52 0.28 4 2 0.05 0,90 0.045 3.546 5,86 6.39 0.29 22.69 377.52 376.52 100.6 0.01 0,0099 30 40.81 8.52 0,20 2 OUT 0.00 0.00 0.000 4.771 11.30 5.12 0.00 24.45 374.52 374,00 58.3 0.01 D.0089 30 38.70 8.30 0.12 Pipe run: Existing DI - Sir. 8 EXDI 8 1 2.15 0.75 1.613 1.613 5.00 6.67 10.75 10.75 3$2.77 378.72 23.9 0.01 D.1697 15 26.61 20,48 0.02 Pipe run: Drain #3 - Sir. 2 DR3 DR2 0.37 0.71 0.263 0.263 5.00 6.67 1.75 1.75 384.09 383.64 42.6 0.01 0.0100 12 3.86 4.78 0.15 DR2 DR1 0.00 0,00 0.000 0.263 5A 5 6,62 0.00 1.75 383,64 382.51 109.4 0.01 0,0100 12 3.86 4.78 0.38 DR1 20 0.00 _j_ 0.00 0.000 0,263 5.53 6.50 0,00 1.75 382.51 381.37 110.4 0.01 0.0100 12 3.86 4.78 0.38 20 18 0.25 0.90 0,225 0,488 5.91 6.38 1.43 3.11 381.27 380.52 124.0 0.01 0,0061 15 5.05 4.30 0.48 18 16 1 0.05 0.90 0.045 1 0. 533___L 6.39 1 6.24 0.28 3.32 380.42 378.97 176.1 0.01 0.0082 15 5.85 4.88 0.60 16 14 0A9 0.90 0.441 V:1 7.00 6.07 2.68 5.91 378.87 378.00 1 112.4 0.01 0.0078 18 9-28 5.53 0.34 14 2 0.12 0.90 0,108 1.082 7,33 5.98 0.65 6.47 377.90 377.02 j 48.7 0,01 0.0184 1 18 14.09 7.76 0.10 Pipe run: Sir. 28 - Sir. 2 28 1 2 0.16 0.90 QA44 0.144 11,00 5.18 0.75 0.75 386.50 378.52 120.1 0.01 0.0664 15 16,65 6.72 0.30 Pipe run: Str. 26 - Sir. 6 26 24 0,13 0.76 0.099 0.099 5.00 6.67 0.66 0.66 387.50 383.35 72.2 0.01 1 0.0575 1 15 15.49 625 0.19 24 22 0,17 0,90 0.153 0.252 5,19 6.60 1,01 1.66 383.25 381.75 74.3 0.01 0.0202 15 9.18 5.59 0.22 22 6 _ 0.31 0.90 0.279 0,531 5.41 6.53 1.82 3.47 381,65 380.27 49.7 0.01 0.0277 15 10.75 7.81 0.11 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 4.00 (intensity is 4 in/hr fc r spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlett o ti ,. c6 O O m y c O� N N y + O V 45 Ski @ V > O p Cn W � o O .may. n u a 6 m Tu c m v w m >�N U a Q 01 x 3 y N 11 s o ` . C a > Q ¢ cS U C3 0 6 (S x (1) 3 Y) rn F_ o W. in m to J u i a 0 u 10 3BB 10.0 0.20 0.90 0.180 0.72 1 0.00 0.72 0.033 0.02 2.0 0.0830 4.1500 1 4.71 0.90 3,5120 0,14163 0,1517 7.36 1,36 1.00 0.72 0.00 24 3B 1 8.0 1 0.17 1 0,90 1 0.153 0,61 1 0.00 1 0.61 0.033 0.02 2.0 0,0830 4.1500 1 4.43 0.92 3.5120 0.14163 1 0,1546 1 6.80 1 1.18 1 1.00 1 0.61 1 0,00 DRAINAGE DESCRIPTION STR. NO PIPE INFORMATION INLET INFORMATION COMMENTS DIA, (in.) LENGTH* (ft) SLOPE M INVIERT iIN INVERT OUT MATERIAL INLETTYPE Curb Type SLOT LENGTH RIM* ELEVATION 12 DI-7 - - 389.50 VDOT STD. IS-1 & STT1 REQ'D 11 15 85.94 1 5.53% 3841.00 379.25 RCP3 10 DI-31313 CG-2 10 390.25 VDOT STD. IS-1 & ST 1 REQ'D 9 24 83.28 5.53% 379.15 378.72 RCP3 8 DI-3CC CG-2 8 389.56 VDOT STD. IS-1 & ST-1 REQ'D 7 30 69.15 0.52% 37EB.62 378.27 RCP3 6 DI-3CC CG-2 6 392.02 VDOT STD. IS-1 & ST-1 REQ'D 5 30 110.77 0.50% 3783,17 37T 62 RCP3 4 DI-3CC CG-2 6 391.90 VDOT STD. IS-1 & ST-1 REQ'D 3 30 100.56 0.50% 3777.52 37&52 RCP3 2 MH-1 - - 390.33 VDOT STD. IS-1 & ST-1 REQ'D 1 30 58.31 0.99% 3724.52 374,00 RC133 EX DI - 8 15 23.88 16.96% 382,77 378.72 RCP3 DR3 YARD DRAIN - - 385.75 DR3-DR2 12 42,60 1.06% 3844.09 383.64 HDPE DR2 YARD DRAIN - - 390.46 DR2-DR1 12 109.40 1.03°% 383.64 382.51 HDPE DR1 I YARD DRAIN - - 390.46 DR1-20 12 110.41 1 1.03% 38Z51 381.37 HDPE 20 DI-31313 CG-2 10 389.88 VDQT STD. IS-1 & ST-1 REQ'D 19 15 123.98 0.60% 3811.27 380.52 RCP3 18 DI-3CC CG-2 6 391.45 VDOT STD. IS-1 & ST-1 REQ'D 17 15 176.10 0.82% 380.42 378.97 RCP3 16 DI-3C CG-6 10 385.94 VDOT STD. IS-1 & ST 1 REQ'D 15 18 112.44 0.77% 3783.87 378.00 RCP3 14 13 18 48,72 1.81% 3777,90 377,02 RCP3 DI-3CC CG-6 10 387.98 VDOT STD. IS-1 & ST-1 REQ'D 28 DI-3C CG-6 8 391.27 VDOT STD. IS-1 & ST-I REQ'D 27 15 120.11 6.64% 3863.50 378.52 RCP3 26 DI-3C CG-6 10 391.16 VDOT STD. IS-1 & ST-1 REQ)D 25 15 72.17 5.75% 387T.50 383.35 RCP3 24 DI-3B CG-2 8 390.31 VDOT STD. IS-1 & ST-1 REQ'D 23 15 74.26 2.02% 1 3833.25 381.75 RCP3 22 DI-3C CG-2 8 389.56 VDOT STD. IS-1 & ST-1 REQ'D 21 15 49.66 2.78% 1 3811.65 380.27 RCP3 INLETS ON GRADE, DESIGN (CURB SPREAD AND INLET CAPTURE) Intensity 6.50 (intensity is 4 in/hr for spread, and 6.5 in/hr for (capacity and depth) Mannings Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet a M s CL U ru v r m t3 m o O 3 x o c E CDS C)Y O Oi m _ t0 u a m 5 r to m c o r6 = 3 Cr a).m a) E� U a > ¢ U v c Q Ci r✓i <n ? n n H w 4 in va LLP i c7 roi 10 3BB 10.0 0.20 1 0.90 0.180 1.17 0.04 1 1-17 0.033 0.02 2.0 0.083 4.1500 5.65 0.85 3.5120 0.1463 0,1444 9.30 1.08 1.00 1.17 0.00 24 3B &0 0.17 1 0,90 0.153 0.99 0.00 1 0.99 0.033 1 0,02 1 20 1 0.083 4,1500 1 5.32 1 0.88 3.5120 1 0A463 1 0.1488 1 8.53 0.94 1.00 0.99 1 0.00 1 0.07 INLETS IN SUMP, DESIGN (CURS SPREAD AND INLET SPR EAD AND DEPTH) Intensity 4.00 (Intensity is 4 in/hr for spread, and 6.5 in/hr for capacity and depth) Mannin s Coefficient, n is 0,013 Inlet Hydrology Curb and Gutter Inlet ID Q. N v 6 N 2 U 2 ��, V D O 2 U U L Lis C] O ~O C ,O a i U N a ... c 'a O t6 c a > J Q `c U C? D o a Sn U} 3 v Ui W _ c O F of Left 0.02 0-90 0.018 fl.07 1 0.00 0.07 0,008 1 0.054 11 2.4 1 0.Q83 1 1.6600 1.48 1.00 Right I 0.03 I 0.9010 D.1 0.00 0.11 0.008 1 0.050 1 2.4 1 0,083 1 1.6600 1.72 100 STR 4 0I-3CC 6.0 cc mbined flow 0.2 0.04 0.088 0.81 Leif 10.02 0.90 0.018 0.0 0,00 0.07 am 0.040 2.6 0.083 2.0750 1.70 1.00 Right 0.02 0.90 0.018 0.D OAO 0.07 11 0.040 2.p 0.083 1 2.0750 1 1.70 1.00 STR 6 DI-3CC 6-0 c mbined flow 0.1 0.03 0 076 0 87 Left 0.17 0.71 0.121 0.4 0.00 0.48 0.015 0,020 2.Q O,Da3 4.1500 4.70 0.90 Right 0.08 0.71 p.p57 0.2 0.00 0.23 0.006 p.020 2.0 p.083 4,1500 4.04 0-94 STR 8 DI-3CC 8.0 c mbined flaw 0.7 O.p9 D.194 4.46 Left U,10 0.90 0.090 p.3 Q.00 0.36 0.050 0.054 2.0 0.083 1.6600 1.90 i-00 Right 1 (0.02 1 0.90 100181 0.07 1 0.00 1 0.07 4,050 1 0.050 1 2.0 1 0.083 1 1.%00 1 1.04 1 1.00 cc mbined flow 0.4 0.06 1 0.126 1 1.15 STR 14 DI-3GC 10.0 Left 10.29 1 0.90 1 O. 1.0I OM 1 1.04 0.040 6.650 20 3 0.95 Right (020 0.90 0.180 D.7 0.00 0.72 a.p40 D.050 20 �0083 �O2 0.98 STR 16 DI-3C 10.0 c mbined flow 1.8 015 1 0 321 2 94 Left (0.02 =EO.. 0.00 0.07 Q.a08 0.02a 2.p a.Q83 4.1500 2.62 0.99 Right 0.03 1 0.00 0.11 0.Q08 0.020 2.0 1 0,083 4.1500 1 3.06 0.99 STR 18 DI-3CC 1 6.0 cc mbined flow 0.2 0.04 1 0.088 2.03 Left 0.07 0.90 0.063 0.2 0.00 0.25 0.015 0.024 2.0 0.083 3.4583 3,29 1 0.97 Right 0,18 0.90 0,162 0,6 0,00 0.65 0.005 0.024 2.0 0.083 3.4583 5.76 1 0.82 STR 20 FD1-3B6 10.0 cc rnbined flotir 0.9 0.15 N/A 0.3p Left 0.06 0.90 0.054 1 0.2 0.00 0.22 0.010 OA201 2.0 1 0.083 4.1500 3.75 0.96 Right 0.25 0.90 0.225 0.9 0.00 0.90 0.008 0.020 1.2.0 0,083 4.1500 6.77 0.78 STR 22 DI-3C 8.0 oc mbined flow 1.1 0.12 0.263 6.02 Left q020.76 0-015 0-0 0-00 0-06 6.010 0.029 20 0.083 28621 185 1.00 D.76 0.084 D.33 0.04 1 0,33 0,010 1 0.029 1 2,0 0.083 2.8621 3.51 0.95 STR 26 DI-3C 10.0 cc mbined flow QA 0.05 1 0.118 1 1,87 Left 0.09 0.90 OA81 0.3 0.00 0.32 0 Q10 0.026 2.0 0.083 3.1923 3.71 0.94 Right 1 0.07 1 0.90 1 0.063 1 0.2 0.00 0.25 O.a05 0,026 2,a 0.083 3,1923 1 3.84 0.94 STR 28 DI-3C 1 8.0 1 c mbinedflow) 0.6 1 0.08 1 D./69 1 2.98 INLETS IN SUMP, DESIGN (CURB SPREAD AND INLET SPREAD AND DEPTH) Intensity 6.50 (Intensity is 4 in/hr for spread, and 6.5 inlhr for capacity and depth) Ma nin s Coefficient, n is 0.013 Inlet Hydrology Curb and Gutter Inlet m o a o C U _ O •� N N 20 U '} v O E i] m c '6 v a v d m }- o O m o j 2 ro o w m 3 x o IT c Q o w s v o m' E a > ¢ (5 U d CS ui U) Q) U) 1 w t d a N Left 0.02 0.90 0.018 0.1 p.D0 1 0.12 0-008 0.050 2,0 0.083 1.6600 1. 8 1.00 Right 0.03 1 0.90 1 0.027 1 0.1 0.00 0 18 4.008 0.050 1 2,0 1 0.083 1.6600 2.07 1.00 STR 4 DI-3CC 6.0 combined flow' 0.3 0.06 1 0,122 1.12 Left 10.02 0,90 0.018 0.12 0.00 1 0.12 D.008 D.04D 2.D D.D83ftE 1.00 Right (0.02 0.90 0.018 DA OA0 0.12 0.008 0.040 2.0 D.0831.a0 12( STR 6 DI-30C 6.0 co bined flow 0.2 0.05 0-145 121 Left 0.17 0.71 0.121 0.7 0.00 0.78 0.015 0.020 1 2.0 1 0.083 1 4.1500 1 5. 0.85 Right 0.08 0.71 0.057 1 D.3 0.00 0.37 0-008 0.020 1 2.0 1 0.083 1 4.1500 1 4.0 0,69 STR 8 DI-3CC 8.0 combined flow 1.2 0.12 0,269 6A6 Left 0.10 0.90 a090 0.5 0.00 0.59 0,050 0.050 1 2.0 1 0.083 1 1.6600 1 2. 7 1.00 Right 0.02 0.90 0.018 0.1 0.00 0.12 0.050 0.050 2,0 0.083 1.6600 1. 4 1.00 STR 14 DI-3CC 10.0 co bined flow 0.7 0.08 0.174 1 1.59 Lett 0.29 0.90 0.261 1JC 0.00 1.70 0.040 1 0-p50 2.0 0.083 1.66pQ 3. 0.90 Right 10,20 0.90 0.180 1,17 1.17 0.040 1 0.050 2.0 0,083 1 1.6600 1 3.08 Q94 STR 16 DI-3C 10.0 combined flow 2-9 0.20 0.443 4,07 Left 0.02 0.90 0,018 D,1 0.00 0.12 0.008 O,a20 2.0 0.083 4.1500 3.15 0,98 Right 0.03 1 0.90 1 0.027 1 0.18 0.18 0.008 1 0,020 1 2.0 0,083 1 4.1500 3.67 0.97 STR 18 DI-3CC 6,0 cot ribined flaw 0.3 0.06 0.122 2_SD Left 0.07 0.90 0.063 0.41 0.00 0.41 0.015 0.024 1 2,0 0.083 3.4583 3.95 0.94 Right p.18 o.9D 0.162 1.0 O.OD 1.05 0.005 0.024 2.0 0.083 1 3,4583 6- 1 D.73 STR 20 DI-3B8 10.0 col nbined flow 1.5 0.15 N!A 0.3Q Left (0.06 1 0.90 0-054 0.3 0.07 0.42 0.010 0.020 2.0 0.083 4.1500 4. 0 0.92 Right (0.25 1 0.90 10.225 ME 1 0.00 1.46 0.008 0.020 2.0 0.083 4.1500 8. 2 0.69 STR 22 DI-3C 8.0 col bined flow 1.9 0.17 0,373 8.54 Left 1 (0.02 0.76 10.015 1 0.1C 1 0.00 0.10 0.010 1 0,029 2.0 0.08U 2.8621 2.22 1.00 Right 1 (0.11 0.76 10.084 1 O.54 1 0.00 0.54 0.010 0.029 2.0 0,083 1 2,8621 4. 1 0.93 STR 26 DI-3C 10.0 combined flowl 0.6 0.07 0.164 2.59 Left (0.09 0.90 10.081 1 0.5 0.00 0.53 0,010 0.026 2.0 0.083 3.1923 4. 5 0.89 Right (O.D7 0.90 0.063 0.41 0.00 0.41 0.005 0.026 2.0 0.083 3.1923 4. 1 0,87 STR 28 DI-3C 8.D combined flow 0.9 1 0.11 0234 4.12 Design Year: 10 1 Proiect_ 5th ,t Tnh#• II?O9'3 Prwmr•rr11)X,• Fc'itil PF D.I-M, STAMN 01,77.b1 WAIFT SURFACEELEF 1) Q z & it IUNC HONVOSS .... -- 4 H Q V Q-V v .2.' H' iNG LE 11_i H 1.3H 5H..-.-. I'INAL H iNLE1 WAIFR SURFACEELEP RIM ELE' 3 8 L27 49.66 15 1 3.47 0.003 0,14 7.8 0.2 22 1.7 5.6 9.3 0,5 0,17 151 0.3395 0,75 0,97 0.48 0.63 381.90 389.56 382.75 `74.26 15 1 1.66 0.001 0.05 5.6 0.1 24 0.7 6.3 4.1 0.6 O.21 128 0.4248 0,76 0.99 0.491 0.54 383.29 39031 384.35 72.17 15 0,66 0.000 0.01 63 0.2 26 0.00 140 0 10.15 0.20 0.10 0.11 384.46 391.16 379.52 1,20.11 15 0.75 0.000 0.02 6.7 0.2 28 0.00 92 0 0.18 023 0.11 0.13 379.65 391.27 37&22 148.72 18 6,47 0.004 0.18 7.8 0.2 14 5.9 5.5 33 0.5 0.17 170 0.3324 0,73 0.95 0.48 0.66 378.88 387.98 379,20 1 1112,44 18 5.91 0.003 0.36 5.5 0.1 16 3.3 4.9 16 0.4 0.13 170 0.2591 0.51 0,66 0.33 0.69 379,89 385.94 379.97 11.76.10 15 3.32 0,003 0.47 4.9 0,1 18 1 3.1 4.3 13 0.3 10.10 108 0.2012 10.39 0.51 0.26 0.72 380.69 391.45 381.52 1'23.98 15 3.11 0.002 0,29 4.3 0.1 20 1,8 4.8 8.4 0.4 0,12 176 0.2487 0.44 0.58 0.29 0.58 382.10 389,88 382.17 1.10.41 12 1.75 0.002 0.23 4.8 0.1 DRI 1.8 4.8 8.4 0.4 0.12 91 0.2487 0.46 0.60 N/A 0.83 383.00 390.46 383.31 109.40 12 1.75 0,002 0.23 4.8 0.1 DR2 1.8 4.8 8.4 0.4 0.12 100 0.2487 10.46 0.60 N/A 0.83 384.14 390.46 38444 42.60 121 1 1.75 0.002 0.09 4.8 0.1 DR3 0.001 96 0 0.09 0.12 N/A 0,20 384.64 385.75 385.18 23.88 15 10.75 0.028 0.66 20.5 1.6 EX DI 0.00 130 0 1.63 2.12 1.06 1.72 386.90 391.09 376,00 58.31 30 24.45 0.004 021 8.3 0.3 2 22.7 &5 193 1.1 0.39 0 0 0,66 N/A N/A OX 376.87 390.33 378,52 1100,56 30 22.69 0.003 0.31 8,5 0.3 4 22,7 6.5 148 0.7 0,23 180 0.4624 0.98 1.27 0,63 0.94 379.46 391.90 379.62 1 10.77 30 1 22.69 0,003 0.34 6.5 0.2 6 19.2 6.3 121 0.6 0,22 147 0.4314 0.81 1.06 0,53 0,87 380A9 392.02 380A9 f69.15 3 01 19.19 0.002 0.15 6.3 0.2 8 1 10.7 20.5 220 6.5 2.28 177 4.5592 6.99 9.09 4.55 4.70 385.18 389.56 385.18 83.28 24 7.58 O.001 0.09 5.1 0.1 10 6.4 11.8 76 2.2 0.76 107 1.517 2.37 3.09 1.54 1,64 386.82 390.25 386.82 835.94 15 6.42 0.010 0.85 11.8 0.5 12 0.00 178 0 0.54 0.70 0.35 1.20 388.02 389.50 LT� e.r-LTH0 SCOTT' R. COLLINS Lic. Na. 035791 p ZIAIiI � ONAL z w w K2 � z r� J L7 O Uj fl mom+ +�� U Sod a Uj r a p a. V_ C1 d is En w 2E v m h �' 'p 0 O � Oi LU 1-- ri _ � .. LO z >~ m > U L,) 2:0 a Uj 0 tt1 � < Q)( UJ UJ h w U 1 tau Get > C! tz 0 O w N UJI N LU f3' CL Ui H (n LU i En (n 0 M Uj aar ce LU LU W EL w U c En En 0 z 0 !3J C7 LU � CP r, tt r{ rt ri -4 r4 O ^. '� nl fn 4rN � try 0 U 0 y E i) V i 0 0 r Y) v 0 Q L 1.Zq o y U O b" � Q) 0) Uj CN 57 �! o co o 'r.../ a 2 0 T o 5 Uj Uj L qqs c m U 0 .. Q) Uj ' E LjLj Uj 0 c w w z M"� w J F- b Uj i,L.. 0 C1 0 U X x WS Ln 1- E W U 04 o JOB NO. �y o 132093 o Cn SCALE AS SHOWN SHEET NO. � 7Cn QR-2, �_A � 1 }' WASHER nx1�90LT -. �itg° I ,F ' HOLE •+ YA" HOLE t &' c TREATED PINE -BLOCK OR ... •.--^, P q" HOLE 9" RECYCLES? MATULAL. _r4„ TPEAT 01 r BLOC!K PIntE ELSICK OR CALY. STEEL 1OD cuts . .T„ .. RECYCLE-9 MATERIAL 414hMQ?* ?'AL Il SEE NOTE- B. 6" WIDE BLOCKOUT FOR USE WHEN REPAIRING DAMAGEO GUARORPIL. Vx8"x1'-2"CONTAINING STEEL (LOCKOUTS, TRTED PINE 13LOCK , *' BLOCKOUT FOR MAINTENANCE TREhTE1 T 1 REPAIR ONLY SlTil'tHE Pl:�IE ,..- N - I LESS THAN 1'-O „ HOLE 6x8 WOOD POST e+� ry3(t T„x 8"AT_2" TREATED FINE BLOCK. PQ�r{JN'y' 9'-0" POST GUARDRAIL THE CRT POST IS FOR VISE WITH THE � R-90 TYPE III 4" ?(VIBE BLOCKOUT REQUIRED SECFILDB PY THE EiXGINEER IN T EPLANS, T_ DETAIL A fq .Y UTA POST MAY BE HOT ROLLED OR WELDED. HALE _ `' DRLQUIRIN HGLES SITE LONGER GkJAPURAIL POSTS sw 1 E � IKYTE"il: .6".tf§"xt'-" Sfa'xYfl" 0©LT TREATED P114E � t. ALL 89L7$. NITS. +MASHER$. AND 9�THEk. - it YUT i1L4CaC OR STEEL ITEMS ARE TO BE 1DAL'WAN12'ED3 - II 1 RECYCLED 11 MATERIAL 1. AL7[!PHA-t'E TYPE POSTS AND BLOCIk:OUT MAY LAE INTERCHANGED ON ANY ONE PROJECT WITH 1W$x&S OR THE RESTRICTION THAT THE SAME TYPE OF - 3W¢xq POST AND BLOCISCLI.T ;MUST BE USED IN A4Y SINCLE RLN OF at*RDRA1L. 11 OPTIONAL HOLE 3. FOR DETAILS OF CbMiGiRAIL ELEMENT SPLICE A. dSE5l H.� 11 TO FACILITATE { 0AL'VANIZING 401INT, HAROVARE,ETC, SEE SHEET W;5,501.01 A'RJ 50tA2. A. DRIVE NAIL ON BOTH SIDES V41THIN 2" DF THE 7: IL- f�I I 11 TOP 3d SOTTOW OF R.L9��;'KF IT AFTER jg" x 1 3t3LT IS INSTALLED. 11�11 ANINDEBRR.ACKIN ETS �__����_f TO BE 010- CRT POST STEEL POST 3i•"ECIFICATI A,yCOPY OF THEORICINtAL SECLEO Als'fl�'+�SIG24ED fl�RAWINjG;�115 ONN FILE IN THE: CENTRAL OFFICE. 'LVc)O ' 1r fTEFEREN%E p ST>�NDARD BLOCKED -OUT tl1"-[TEAM GUARDRAIL IL A4ASk A,N€) 8?iDGE STANDARDS REVISION DATE SHEET a of 2 221 (STRONG POST SYSTEM, POST AND BLOC, KOUT DETAILS)' ..—._ 50-5 VIRCiINUA DEPARTMENT OF TRANSPORTATION5e}7.i?5- 2D16 ROAD & BRIDGE STANDARDS 'TOTE: FINAL STRUCTURAL WALL DESIGN TO BE SUBMITTED SEPARATELY WITH STRUCTURAL -ENGINEERING PLANS PERFORMED BY LICENSED 'ROFESSIONAL STRUCTURAL ENGINEER I 14157 %Mi I Permeable Paver Grid Systern Pavers Der 1 rid)Qr EZquivalent NOT i SCALE Ga--'. 2A X 27 �'4" MIN - 28Y4" MAX RAIL HEIGHT 3sE ."�t':�Sik^r?.t�r'�`fd!� t.?h'/A� .�?/'�Ytk ..iw"rA''.�'.. -' -�'r'�h7'. ✓�i�a"��" - �ia-.r. II �I Ii �I II II II II GI-2 t5'-S" POST SPACIN'r,: MAX i1YNA!!kG pEFLECTIC1Py - �' NOTES: GUARDRAIL LOCATIONS SHOWN ON PLANS ME VPRO)XIMATE ONLY ANO CAN SE >dUOSTED DURING CONSTRUCTION IF Aw A5 DIRECTED BY THE ENGINEER, FOR DETAILS OF POST AND OLOCKOUTS SEE SHEET hit}.'�Di.Q;� FOR DETAILS OF RAIL ELEMENT, RAIL SPLICE J01i+tT',.*0 ,An,,3CIATEQ HARDWARE SEE SHEET NOS- 501.Ci AND 501..02, RAL ELEWENT'S ARE FURNISHED SHOP CURVED FOR RADII BETVEEN 5 FEET AM = FEET: ALL GUARDRAIL POSTS SHALL BE SET PLIUMB• POT SHALL NOT BE SET WITH A. VARIATION OF MORE THAN "°" PER FOOT FROM VERTICAL. W-VEAM, SLOCKOUTSa, ARC PDSTS SHALL BE SET AND ALIGNED WITHOUT ALTERATION OR Fi7P,CE. AS PER SECTION 505 OF THE SPECIFICATIONS. ALL GR-2 AND GR-2A: FAIL SHALL BE MAINTAINED AT A HEIGHT OF 2 7--YA" MN - 28-YA" MAX AG MD*URED PER $T6NCIARr, GR-INS.. ALL A'-RE,.W RAiLS SHALL 8E LAP"PEG IN THE DIRECTION GF WEHICULAR TRAVEL FOR THE FINISHED ROADWAY. THE ()FTIONAL CFI-2A )AFTHODS OF NESMNp THE :RAIL OR USE OF ANY OCaTIONAL RAL ON THE 8ACY. OF THE POST FOR STA>wiRARD GR-2A, SHALL BE APPROVED 6Y THE ENGINEER PROR TO INS7ALLATION. CR-2A t?'-1sV" POST SP CINIG) MAX DYNAMIC DEFLECTION - 2' kQ �E OPTIONAL GR4A METHOD x OPTIfNAL CR-2A METHOD USING; NESTED RAIL UISING A OiTIONAL PAIL fiN1 BACK OF POST x WHEN NESTE7 RAIL OR ADDITIONAL RAIL IS PLACED ON 13ACK OF POST FOR OR-2A THE POST SPACINIC VVILL OE V-3" FLARE RATES DESIGN PEEP INSIDE SHY LINE BEYOND SHY LINE MPH LINE LS FLARE BATE FLARE RATE 70 T 301 15" T Sti LT 2G 1 i4.1 t+ 50 b.5' 211 A1.1 so + ;LH1GL';I LQ I.UARIMUM FLARL HAIL FEAR -SEMI -RIGID BARRIER SYSTEMS. xVrxn"1" A COPY {-�OFA,THE �-+ORIGINAL SEALED AIC SIGNE�Ely �DRA*ING IISpp ON�-yFILE IN1�., ,,THE CENTIRAALI-OFFICE, SPECIFICATI�TN STANDA a BLOCKED -OUT �N-JEAN+ GUARDRAIL REFERENCE Ri)AU ^cRIpCE STA."i1lrsFt3 SHEET I IF 2 REVISION DATE (STRONG POST SYSTEM) 221 901-44 4$11t VINGINIA DEPARTMENT OF TRANSPORTATION 505 2016 ROAD & BRIDGE STANDARDS NOTE: CONCRETE (VARIABLE WIDTH) SHALL BE Sao© Psi (5' MIN.) AT 28 DAYS OR STRONGER. 4" CONC.—\ 30' PRE -MOLDED EXPANSION JOINT MATERIAL WHEN ADJACENT TO CURB �-- 4" 21—A STONE BASE CONCRETE SIDEWALK NO SCALE 6' MIN. ADJ. TO PARKING r/4- PER V n :4' Y n :V • Y n •4 •'. F s •4 •'.'V n :Q ' :. V• O n• .y n TYPICAL SECTION CURB and SIDEWALK SCALE: NONE NOTES; i} CONTRACTION JOINTS TO BE AT 6' O.C. 2) EXPANSION JOINTS TO BE AT ALL CHANGES IN DIRECTION AND AT30' O.C. MAXIMUM. 318" PRE ECT WHEN WHEN ADJACENT TO TO FACE OF BLDG. CLASS A3 CONCRETE (3000 PSI AT 28 DAYS, OR STRONGER) NO.8 OR NO. y7 AGGREGATE COMPACTED SUBGRADE GRADED AND THOROUGHLY COMPACTED SUBGRADE 24 —4 1" (TYp.) 12 —2 12 —2 ..4 b •� ' � V A a f. a 9 4, d a 4 of ..4 • da G Y a 45' CHAMFER- Z DETAIL —LAYOUT NOTE. BROOM F7NISH 6 x6" W2.1xW2.1 WELDED WERE REINFORCEMENT 7" CLASS A3 CONC. 7" 21A STONE _COMPAC7ED SUBBASE DETAIL CONCRETE DUMPS7ER PAD N07E : CONTRACTOR TO VERIFY Wl7H ON—S17F GE07ECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. CA GATE PIN 1x6x6 TREATED BOARDS BOL MD TO IRON FRAME` 1 J. PARKING SPACE PAVEMENT ySURFACE COURSEIIIHIIIIIIii11111111I11111111■(1U■iUH[flllliilllllllleEllllilll`(( BASE COURSE f SUBGRADECOMPACTED ASPHALT PAVING — HEAVY DUTY ACCESS ROAD AND TRUCK ROUTE NO 2' SM-9.5 -- SURFACE COURSE 3' BM-25 BASE COURSE $" 21-A SUB -BASE COURSE NO SCALE 2' SM-9.5 — SURFACE COURSE BASE COOURSE COMPACTED ' 1 SUBGRADE ASPHALT PAVING — PARKING SPACES NO SCALE TRIP GENERATION BASED ON 17E TRIP GENERATION ION MANUAL -r �ait� i ✓ �rfi- - - 12�" ., /�Ye a :•s ° 4 d i{ O - a r.:•�:::.:Ong::rit.:c::•:S�::f£i::r;�•G�:y::�.. k e PROPOSED 18, 900sf, BUILDINGS A & B (I7E LUC 814, SPECIALTY RETAIL CENTER): ADT (WEEKDAY)= 44.32 VEHI CLESIDA Y PER 1, 000sf x 18, 900sf = 838 ADT (419 ENTER & 419 EXIT) AM PEAK HOUR (WEEKDAY)= 5.84 PEAK AM HOUR PER 1, OOOsf x 18, 900sf = 129 VPH (fit ENTER, 67 EXIT) PM PEAK HOUR (WEEKDAY)= 5.02 PEAK PM HOUR PER 1, 000sf x 18, 900sf = 95 VPH (53 ENTER, 42 EXIT) PROPOSED 8, 520sf, BUILDING C (1 TE LUC 565, DAY CARE CENTER): ADT (WEEKDAY)= 79.26 VEHJCLES%DA Y PER 1, 000sf x 8, 520sf = 676 ADT (338 ENTER & 338 EXIT) AM PEAK HOUR (WEEKDAY)= 12.79 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 109 VPH (58 ENTER, 51 EXIT) PM PEAK HOUR (WEEKDAY)= 13.18 PEAK AM HOUR PER 1, 000sf x 8, 520sf = 112 VPH (53 ENTER, 59 EXIT) Pavement Design RF= 1.0 ocation ADT HCV Design ADT CBR SSV Dr Surface h a Base b a Subbase h a Dp RIVE AISLE - Heavy Duty 1,514 5 1564 5 5 15.98 SM-9.5 2 225 BM-25 4 2.15 21 A 5 0.6 16.10 RIVE AISLE - Light Duty 750 5 800 5 5 13.6-5 SM-9.5 2 2.25 BM-25 3 2.15 21 A 6 0.6 14.55 ARKING SPACES - - - 5 5 - SM-9.5 2 1.67 BM-25 0 1.6 21A 8 0.6 8.14 INTERIOR STEEL BOLLARD. TYPICAL. (5! O" / iTYP.) -1'-0" F/C—CA (TYP.) �,URB _ 0'--10 BRICK ENCLOSURE (TYP.) ' --BRICK ENCLOSURE TO MATCH PROPOSED BUILDING (8" WIDTH X 7'—O" HEIGHT) EXTERIOR STEEL BOLLARD (TYP.) \--DUMPS7ER GATE \ -FACE OF CURB (TYR) DENOTES 8 C. Y. DUMPSTER i 6 -O"(L) X 5'-6"(W) X 6'-8"(H) ^ (4 TOTAL) C/L GA7F PIN 1XBx6 TREATED BOARDS BOLTED TO IRON FRAME FRwF (ii%-5 DETAIL — DUMPS7ER GATE DETAIL — DUMPSTER AREA NOT TO SCALE EXTERIOR STEEL BOLLARD (TYPICAL) C3 I PA VEMEN T 1, ANd ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AG:GREGA7E BASE MATERIAL. IF THE SSV VALUES ARE LESS THAN 10, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF CORNECTON. 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE, TEMPLATE AND COMPACTION BEFORE BASE IS PLACED. J. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SHOWING THE MATERIAL MEETS REQUIRED GRADA 77ON FOR TYPE 1, 11, OR IN PRIOR TO PLACING AGGREGATE BASE. 4. THE REQUIREMEN7S TO PUGMILL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGINNING AT THE COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE IN THE EVENT THAT THE SURFACE- COURSE IS APPLIED PRIOR TO 60 DAYS, THE PUGMILL REQUIREMENT WILL APPLY. 5. THE USE OF AN AGGREGATE SPREADER IS REQUIRED WHEN PLACING AGGREGATE BASE. 6. BASE MUST BE APPROVED BY ENGINEER FOR DEPTH, TEMPLATE, AND COMPACTION BEFORE SURFACE TREATMENT IS APPLIED. 7 PRIME COAT MUST BE APPLIED TO BASE MATERIAL PRIOR TO PLACEMENT OF ASPHALT (PRIME COAT RC-250 0 0.3 GAL./SQ. YD.). 8. BITUMINOUS SURFACE TO BE APPLIED IN ACCORDANCE WITH CURRENT ORGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATONS. 9. ENCROACHMENT POSTS, WALLS, SIGNS, OR SIMILAR ORNAMENTAL STRUCTURES THAT DO NOT EIVIHANCE A ROADWAY'S CAPACITY OR TRAFFIC SAFETY, SHALL NOT BE PERMITTED WITHIN THE RIGHT OF WAY ONLY 7HOSE STRUCTURES SPECIFICALLY AUTHORIZED BY PERMIT ISSUED BY VIRGINIA DEPARTMENT OF 7RANSPORTA77ON MAY BE LOCA7ED WITHIN THE STREETS RIGHT OF WAY GRADING: 1. THIE LATEST EDITION OF THE ROAD & BRIDGE SPECIFICATIONS, THE ROAD & BRIDGE STANDARDS OF THIS WRGINIA DEPAR7MENT OF TRANSPORTATION SPECIFICATIONS SHALL GOVERN THE MATERIAL AND CQNS7RUC77ON METHODS OF 7741S PROJECT. 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN THE ROADWAY, IT SHALL BE REMOVED FROM THE EIVI 77RE ROAD RIGHT OF WAY WIDTH AND REPLACED WHERE NECESSARY NTH J SUITABLE MATERIAL TO THIS SA 77SFAC77ON OF THE ENGINEER. J. ALL GROWTH OF TREES AND VEGETA77ON SHALL BE CLEARED AND GRUBBED FOR THE EN77RE EAZSEMENT. OTHER 77?EES AND VEGETA77ON WHICH 0BS77?UCT SIGHT DISTANCES AT ROAD IN'TERSECRONS SHALL 8E REMOVED. 4. ALL VEGETA77ON AND OVERBURDEN TO BE REMOVED FROM SHOULDER TO SHOULDER PRIOR TO THE CQNS77?UC7ION OF THE SUBGRADE. DRAINA GE: 1. ALL PIPE CULVERTS, EXCEPT PRIVATE EN7RANCES, SHOWN HEREON ARE TO BE RCP WITH A MIiNIMUM COVER OF ONE (1) FOOT OR AN APPROVED VDOT PIPE MATERIAL. 2. STANDARD UNDERDRAINS (CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS, OR WHERE FIELD CONDITIONS INDICATE. J. ALL DRIVEWAY EN7RANCE PIPES SHALL BE A MINIMUM OF TWENTY (20) FEET IN LENGTH AND HA IIE A MINIMUM DIAMETFR OF FIFTEEN (15) INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE WRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS:, 4. ALL DRAINAGE EASEMENT SHALL BE CLEARED AND GRADED TO THE SA77SFAC77ON OF THE ENGINEER. DRAINAGE EASEMENTS SHALL EXTEND TO A POINT DEEMED AS NATURAL WATER COURSE. ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES FOR SITE PLANS, 1. PRIOR TO ANY CONS77,UC770N W17HIN ANY EXIS77NG PUBLIC RIGHT—OF—WAY, INCLUDING CONNECTION TO ANY EXIS77NG ROAD, A PERMIT SHALL BE OBTAINED FROM THE WRGINIA DEPARTMENT OF 7RANSPOR TA 77ON (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMEN 7S OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF 77-lE PERMIT SHALL GOVERN, 2. ALL. PAVING, DRAINAGE RELATED MA 7ERIALS AND C0NS7RUC77ON ME774ODS SHALL CONFORM TO CURRRENT SPECIFICA 77ONS AND STANDARDS OF VDOT UNLESS OTHERWISE N07ED. J. EROSION AND SILTA77ON CONTROL MEASURES SHALL BE PROVIDED 1N ACCORDANCE WITH THE API'PROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR' OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FER77LIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2. 1 (HORIZONTAL: VER77CAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3: 1 OR BETTER ARE TO BE ACHIEVED. 5, PA VED, RIP —RAP OR STABILIZA 77ON MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR 7HE DIRECTOR=S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL. TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE WRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES Z UNLESS OTHERWISE N07ED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE — CLASS III, 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLA 77ON MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). S�,,Ti1 �yyY j SCOTT c COLLINSZ i � Lic. No. 035791 � 0A �z St IVA1 E- Q t ,''-Ir--/i// t WTM t' ve "IN W Hit ftcmt OR CW N &" L w zrwr zvn M IF Win N RAr� F I% W 111LM fir IF;, ml��M "IMFIKEOR M all WM FM A WMW 09 *0 IN ca- T* PC �N; Riprap Rock Shore Protection Typical Design Configuration Desigridepth=10- Face Stone, Voids should be filled yr. Flood Elev. Piker Sacidnq faith w1nallet rook. 1 V: I 51H or Plattee 11VAH IV;IH Eled Stone Dejow Scour Depth or to Bedrock NOTES; IW W PMWGT OR CM 04 KAM IrQ , pw T AS IF CW A P 4, 46mm" a CUUM RAW4 X AM" Dk LM 18:96= ocruir SMALL12N �m NO NA KIWI& a S ow &P MIMMAW&JI.El. keaIm T 5. laQw.%E CMEM& FM TW,UW, OF CQ-6 is BASM, ow, AU me DE" V9= M�sl mmexA OF rdE VDOT WM Vi MWVL P h wr "COW11INATM WCURB & WTTER AM -4 0 _2 PAVEMENT 36, MIN, _COAM.) STEa &AAD 01* STANILE-SI-L S6-1 )WIN. VIA. THIS NES' S1EEL4*-qH0 NSUL47CAS -A I j'2' C-COCREM FILL STEEL. STEEL CASING" 80TH ENDS CL - up, EF, 'I"', OR a, OUCTILE IF4&4 PIP, OR 20, JOINI OF 01 CRESMAINED. 'EY ND E E[AiE OF P40TE! 1. IVEEL CASING TPA ExTErc-) TON ff,,MCJr OF CuRf?,,. DITCA, SIDEved�,, ETi;. OR A mIP41MUM OF 8' -9 0 TH P.A'VEMENIT, 'AHICHE%E.R U� 4GR EATEN_ N PL.LL-Ott ENJI SEAL GASKET IN LIEU OF CONCRETE FILL, ENDS OF CASIRG CA� BE SEALED USIN6 A a. MIUDLE SPACER SHALL BE PLACED AT THE CENTERPOIN'T OF PIPE. 'SEWER TYPIC,AL STEEL SLEEVE INSTALLATION UNDER ROAD"A'AYS, 4,1T.S, F10, 5 . . . . . . . . 2016 ROAD S BRIDGE STANDARDS AMACENT TRAVEL LANE IUSPHALT FAVEME�R`T WIDENING CING cAS DETERMINED IN FIELD) T- 10- THE 1R01.1ED ------------ CONSTRUCTION 101N1 EXISTING ASPHALT LAYE&5 PROPOSED ASPHALT LAYERS------- ------- GQVIQTEP CONSTRUCTION JOINT DETAIL REMOVE EXISUIr. iSPHALT LAYERS TO EXISTING "BASE AM REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PRCPY)SFD N614t I'/, INCH THCX ASPHALT SURFACE COURSE ISLE NOTE E ) I S or Fxisil,4: S W.'DUM 12 WHITE OR CREATER AS NECIESSARY TO ABUT THE FULL THICHNES A PHkT LAYERS DFT�M.n 0�. -S I-E N.TE 31 NOTES: I ASPHALT EuENT w0EN1110 SHALL HAVE A IIIE-Elff OlEiiIGN IN ACC-C-E WITH L,IRFENT vi PAQCEULDE$ ANQ RE A QVEU $Y THE EIWEER. SPHT PAVEMENT INIOL4INQ SHILL MEET OR DCLO THE VEP1T,.41VC, TYPES Of THE LAYERS OF EXISTM 'A"EANT, 2. THE PAYIENENT DESIGN FOR ASPHALT SDUSURFeWE DRAINAGE OF THE EX1511INQ AW PIRCtPOSED PNEMEN" SHALL BE ?GQREGGED IN THE PAVEMENT OESIGN. BCE TwEN ALONG THE CENTER OF ME ADjACb TRAVEL LfiFiE TO DETERWJNE THE TYPE "J THICOESS OF EXISi S. A MW OF THREE CORES SHALLADJACENTR CORES T PAVEMENT LAYERS. THE517 COR S 5!1P_L BE BRACED NO NURE THAN 5GO FEET AP�R, 4. THE ADJACENT TRAYEIC. LANE SHALL Bit: lAILILED A MINIMUM DEPTH OF IVA INCHES A"3 REPLACED WITH M ASPHALT ". FACE COURSE TO BATCH THE PROPOSED PAVEMENT WIDENING SURFAWE COURSE, UNLESS ONED RV T E ENGINEER. 1, THE EN IIEEI MAY REQUIRE THE MIU110 DEPTH OF THE E111TINI 111E1kMT 11 HE A 111!31. 11, A111E11 11, ACCEPTABLE PAVEMENT 'Rli AND EFFECTIVE SURFACE DRACHACE, 6 EXISTING PAVEMENT VHNlANGS AND RA RKFRS AITHIN THE PROJECT LRAT5 SHALL BE RESTORED SLX3.ECT TO THE APPROVAL OF THE ILNcili 7. FINAL IRAASYERSE PAVEMENT TIE-IN `SHALL CL)WORM 10 THF REOURIEMENTS U =110M 315 OF THE SPECIFICATIV14 EKQEPT THAT ALL JQ14i AT nE-;lx LUCA" N5 SHALL BE TESTS? USING A 10 FOOT STRAGHTEDGE N ACCORDANCE WITH THE REOGIREMENTs OF SECTION 315 or THE D SPECIFICATIONS. XVCA�T ASPHALT PAVEMENT WIDENING RQAC BDII BEGME ;;TANDAR" FOR WIDENING SUBJECT TO TRAFFIC .503-02 VIRGIMA DEPARP647 OF TRAN$PQDTAfl" 2016 ROAD BRIDGE STANDARDS GENERAL NOTES, t Tw IXMCTAME ill~ %KL 06 My= By TlhwiATW wwsY 2, wwvrx" WNWO TO BE CLAd WrM v_r RvSWM'T WMOL ane HCEDVOURET 41"M FLU XOT" OF THE RAMP FLOOR BY 2 FW IN LENO" IM OF mon- OVUM Or am& 47ARLE I'M TYPE A M A-3,CMIIMME (CASS A-4 F FMCAM YFERPEWICULAR zvWMUM - 4. F A4w mom m FRerw Hmm wmzw PNW AFrOTRER1 amW.TVNFLAB Md CMo nUMT RMp FLOW. MMMT VOWKIT Wq-L K MM *4- ON .��x a- 11"CIENYER To CMALOW OA MO OF W1,111",MOM, 12 C. QM f QM AW WITM SLWE "MWMW M4010M TO OM RWS I NM IMWW IN FArAff FOR, CM J1 CM AM WTWL TYPE 8 7 M" AMP% AFK TO FIE LOCATED AS SOM Pill Ti4E AS oftem PARALLEL T 'T rjw% S%jn.*."T "WHAN I rM. axm L' afty SE LOCATM 11117THI &M vy TM EMMOMMIll "OT Ot L TO FM VO4mr STOP Em"a =M�ygo L WWORASW jr" = FS, � % ND CONNECTM ILL Mir Mik, MAT PATH ABLE A FACIUITY 7*%T tM "E M"Oh*". MMRIM -yjp * 1 AM, USM BY PEVESTRWM TAWENTII& SE67T06 PROYM IMT 2! UP AT X SAW AS TOP.01' CM TYPE C 2 C 'fy W PARALLEL Q1 PERPEN=tLAR ,b. ff6C,'W COMA USE M A 'RWS T r , WVM OF A P 11" 'QT' My if _T �=M PATH LAY' - 2.4' 70APATFD now C-C Q 1 0 a 0 0 0 13 0 a 0 0 00.0000 o 0 0 0 0 0 0 0 0 00000000& 0000000 42. 50 09 OF &4W PMKM- 0 0 0 0 0 0 1) 0 0 0 0 0 0 1 000000000000000 VAFdhftf PAY' iMTS� TRUN8jg%Z DOME DETECTABLE WARNWO XTAL CG-12 DETECTABLE. WAR" SURFACE GENERAL NOT omfir" vF M*WWATM REFER TO TREE STAKING DETAIL TRENCH EDGE AH()UND ENTIHL AREA To LIE MULCHED REFER TO ROOTBALL PIT DETAIL. NOTES 1, SET TREE PLUMB 11HIOR TO STAKING ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND BE PERFORMED UNDER T",", SUPERVISION OF THE LANDSCAPE APCH!TECT. TREE PLANTING SECTION N,T,S. FOR ALL BENDS FOR TEE OR WYE FITTINGS I WIDEN TRENCH TO ACCOMMODATE ANCHOR IF 4,5 REQUIRED. min BEDDING AS REQUIRED IV ➢ D_ PLUG 45' MI MIN 4 T SECTION 1 SECTION 2-2 PIPE DEGREE SEND DIMENSIONS VOL. TEE AND PLUGS VOL, SIZE OF (FEET) CU,YD. (FEET) CU,YD. BEND - L H T L H T 90 2.50 it 2.50 101 0.24 4-" & 45 22 112 2.00 ' 1,50 2�25 2,00 2-60 2_52 0.15 0.1 Q 2.00 2.25 2,50 0.15 11 1/4 1.50 2100 2.50 0.10 90 3.66 3.16 .3.21 0.48 8 45 2.66 2.66 2-77 0.26 22 1/2 1.615 2.15 2.69 0.13 116 2.91 2.66 0.32 11 1/4 1.66 2.16 2,67 0.13 90 4.83 3.83 3.42 0.83 & 12", 45 3_33 3,58 2-95 0.43 3,6,3 4-DO 2.53 052 22 112 2.33 2�58 2.86 0,24 11 1/4 1.83 1 2.33 1 2.84 1 0.18 1 1 THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.5,1. CONCRETE. .3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE 8c SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG W .3 _J TD-3 4" DIAMETE[ AND VALVE J. PLUG WATER 11 will I III I luiv, ON-LINE (TYPE "B") VARIES THREADED COUPLING PVC NIPPLE AND CAP PVC SLEEVE or CI BRASS NIPPLE AND CAP LUBRICATE ALL THREADS THRUST BLOCK METER BOX (SEE FIG. W-7) VALVE OX NO. 57 STONE M.J. FITTING 2" PIPE SLOPED TO DRAIN IF GRADE ALLOWS VARIES VARIES 2" PVC OR BRASS PIPE WATER MAIN AND VALVE 2" THREADED TAP ARE SAME SIZE PLUG DEAD END (TYPE "A") TYPICAL BLOW -OFF ASSEMBLY NTS FIG. W-8 GUYING DETAIL CONSISTS GUYS,SET 120' AROUND IT Elf GN "UPHILL' SIDE ER TO TREE KING DETAIL (PACT EXCAVATED SOIL FORM ROOTOALI, PIT DOWNHILL SIDE OF TREE NCH EDGE AROUND RE AREA TO BE CHED ER TO ROOTBALI, PIT AL NOTES: 1. SET TREE PLUMB PRIOR TC STAKING 2. ALL PRUNING IS RESIRICTED TO THE REMOVA: Of: DEAD AND BRG`KEN BRANCHES AND) SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARC91T_CT. TREE PLANTING ON SLOPE --- SECTION TD-19 GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL 24" IN INITIAL BACKFILL- 24"Stl MIN MIN MIN. MIN. MIN. 6" BEDDING #68 STONE STABLE SOIL ROCK SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STO NE. FOUNDATION IN POOR SOIL UNDFl_"-CUT CONDITION 42 IN INITIAL BACKFILL 4! MI UNSTABLE SOIL MIN. MIN MIN MIN.68 STONE RANULAR FILL AS APPROVED BYACSA . . . . . . . ............... ........ --EiTA8LE SOIL ZSTABLE SOIL ORROCK' NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 1THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FRO I ZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 TD-2 NOTES: 1. SET -REE P'_'Avl3 PRIOR To 'STAKIN' . 2 ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN PRANCHES A-,'Ifl -HALL P� PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT 3" DO NOT; ALLOW AIR PO(;KF is TO FORIA WHILE BACKFIL-INC, 4, IMMEDIATELY SOAK PLAN" 18111H 01ATFR. 5. SEE IRRIGATION PLANS/DETAiLS/SPECIROATIONS AS THEY RELATE TO THIS AISTALLATION SPEC, 3HHU (AS S!"iUFIED 0 )HAWING! REFER TO DP FAIL SHRUB PLANTING N,T.S, 12 SECTION RENCH EDGE AROUND NTIRE AREA TO BE ULCHED N.T.S. --------- 15- MIN! 7 ON, :1 MHIGWVT LGW1�n A.�IEWFJLV NOTES; 1. PROADE A 6" THICK UAVEL BED BENEATH THE METER. VAULT. 7 5 2. hiINIIAIJM WALL THIC01ES5 FQR PRECA-5T OR P0,JF.-IN-PLACE-�E VAULTS HALL EiE 4", FUCTIED t "K SHALL BE 8', MINIMWA WALL THICKNESS FOR VAULTS CONSTR OF MASONARY 8LGC 3, THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPRO'VED WATER PHOOFING COMPOUND. TYPICAL METER VAULT (1 -1/2" METER) NTS F I OL, ANI W, TD- 15 PLACE 5' GALVANIZED WITNESS POST V4TH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS D!RECTED.,,AARKER LOCATION MAY BE SUBJECT D TO HIGHWAY EPARTMENT APPROVAL_ FINISHEDGRADE ca J I ADJUSTABLE VALVE BOX W1 LID II M.J. GATE VALVE WATER LINE I4 di 2500 P.S.I. 7-- CONCRETE THRUST BLOCK 2'x 2' BEARING AREA. . A • NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 BACKE .1, Tl,) TERMINATE —\ AT TOP LIMITS OF ROOTBALL REFER TO TREE STAKING DETAIL ROOTBALL AND PLANTING PIT LIMITS, BEGINNING A NO i'VIGHL THAN I" DEPTH AT TRUNK AW TAPERING Up 70 A. DEPTH C.F 11, ADD MULCH OVERTOP OF 3' AT PLANT!i,�G PIT LRVd'r', TA PER APER 'io PROPOSED PINISI-IED GRADE VAR[ S ----- ----------- - ROO-BALL "IJI BACKFILL WISH CULTIVATED, AWAY ALL WIRE BASKETS HNDIOR ODEGRADABLE NOWBI R 10, ORIGINA SOIL FROM PLANT PIT 7XCAVATION IF LOOSEAF FOOTBALL WRAPPING AFTER EXCAVATE) MATERIAL IS NDT FINAL TREE PLACEMEN-. LOOSE, SUBSTITUTE WITH BURLAP ROOTBALL WRAPPING ACCEPTABLE TOPSOIL - 0 gF UNTIED FROM TRUNK MATERIAL. AMEND BACKFILL AND f.'IUT AWAY TO A POINT PER SPECIFICATIONS. COMPACT AT FAST 11/2 DISTANCE DOLNIN BACKFILL.N '-IFT.3 BY FOOT_ ROOTBALL.D SCARIFY BASE OF PLAN' PIT WATER HIHOUGHLY AT 112 l P TH, WPEN FXCAVATING PH: BREAK RETURN AND COMPACT 7 O)SE THROUGH PIID LOOSEN ALL EXCAVATED MATERIAL TO HARDPAN (REMOVE AS PLANT PIT TO ESTABLISHED NECESSARY TO FACILITATE PROPER DEP7H 'R-OR TO DRAINAGE) PLAINT PLACEMENT NOTES: 1, NOTIFY LANDSCArE ARCHITECT Of ANY SITUATICIhz WHERE SOIL CHARACTERISTICS ARE NOT AGREEABLE TO THESE PLANTING CRifIERIA OR -WHEHL CONDITIONS RAISE CONCERNS 1N TERMS OF PLANT �\.UP.VIVA611-ITY OR WARRANT�. 2. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY, OR. INCURRED DURING, PLANTNO DROC:ESS. ROM ALL PIT 19 SECTION N.T.S. NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' - (270') ALVE BOX 7 CU. FT. #68 STONE _S" GATE 42"MIN VALVE W, x 5Y TEE 2500 CONCRETE BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE 7 WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1, SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT INCLUDING DIFCHES 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX, 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,LS. FIG. W-4 TD-8 VAR I E q- TO METER COX (SEE FIG, W-6A _1HRU I# 1 -7E) VAI RIEF"\ COPPER. M.". FITTIi',4G CfQRIP. STGP WA TEIR MAIN PLUG THREAFID LFOR 4' DIP 2" Q'*N1Pf3E':15VQN FITTING -/- RE"_'MAINIED JOINT FITTIM'33 Pic, SAW VALVE WIL RE 411 UNLESS 0THUW0E,&1`UECIrIF0 BVT14E ACPA_ SERVICE UNIETO CONNECF AT MAIN WITH XN41 TEE. REFERTO FIG- W-3 FOR THRUST SLOCK DErAIL30KYEE. REFER TO Fla W-5 FOR THRUST BLOCK DETAIII.3 AND DEPTH 0F,=Efi ON GATE VALVE. NO CONCRETE SHOUILD,11E. FOUIRED ON ANY PART OF THE RESTRAWEDJOWT. 'UGE PLASTIC SHEETING AS PROTECTION FOR BOLTS. USE 2GDD, P.S1 C4I14CREM LARGE METER 'SERVICE LINE NTS Q FIG, IAI-6 TD_ 12 JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. SHALL NOT BE LOCATED WITHIN THE RIGHT [IF WAY. VARIES w� WATER SEWER LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS! WATER OR SEWER ONLY 20' MINIMUM WATER & SEWER 30' MINIMUM SEE PART 3, PARAGRAPH DI SEPARATION OF WATER SEWER 'SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 901 TO THE RIGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG, W-1 TD-1 H SCOTT R. COLLINSZ Lic. No. 035791 ---1 1 Id GRADE SPACING 2OX TO MN NOT OVER ' TO NX NOT OV'EIR 24° OR GRATER NOT OVER 18' PROrILE FRAME & COVER (SEE FIG, S--I-D,E) ANCHOR EXTENDS INTO SIDE OF DITCH --I��°I-- PLAN STREET SURFACE OR NON -PAVED AREA S - wtr�iw€r. F: - 9 NEW, SHOWING BRANCH TIE-IN IN , T. S FIG. S-1--A ANCHOR NCI 1 AT FIST JOINT ABt}k'E MANHOLE, U ACSA GENERAL WATER & SEWER CONDITIONS (4) 1" (25mm) DIA HOLES ON 32 3 4" (mm) ILIA BOLT CI CLE. 0 2" .W m ) LETTER (RI: MM FLUSH) (2) CLOSED PICKHOLEa 1 1 /211 r [319mm] '_ [2] CORED P CKBARS 1 1/8" [29mm] D40A BOSS 27 12" IrIA [38€nm] DIA �� 7mr1 (887 m] 25° CIA 1 1, 2° VZA 1/4."' (Srnm) DIA 3 1/e 2'F" [3I4 NEOPRENE WKET [7mm] W6rnm] 28 '7/1 ,13" DIA Is " C,r22MMI [1 am 1 23" DIA 3E31, D1lA 28" ILIA [214Mrn] [83 5:mrn] FFII_ SECTION O.D. OF SET flROOVE SECTION 1, WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT IPERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION (REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). PRECAST CONCRETE MANHXE BASES SMALL BE FABRICATED IN AC=t ONCE WITH PAFlT V, SECTION i1 OF THESE SPECIFICATIONS. rte 13CWDUSE OPENINO SHALL BE PREFORMM BY MANUFACTU3ER OR SAW WT TO MY PIPE OUTSIDE OIAMATER PLUS all.. EXISTING SANITARY - SEWER PIPE ASK 12" CLEARANCE BETTWM EXISTING PIPE ANo STONE BEDDING fife µ~� �- .♦ `t ,. f r• �. {fi di. Ak s � e 1► TD -2 TD--26 3000 PSI CONC, BASE BENCH SLOPED TO FLOW CHANNEL 1 /4' V MIN SRAN CH 12t FLEXIBLE CONNECTION --` IITHI STAINLESS STEEL BAND LU 2" �I+�YIi ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTON " BOOT " INSTALLED TYPICAL MANHOLE LE PLAN SNOWING BRANCH TIE - IN N TS FIG. S-1--8 TD -2 �Y MAIL 27 1/2' OIA 28 �ffialirtrrm] 1/4- DA 2V all, 7" I~1'7&nrnl 28 l /18d DIASys ._. [722rnm] [1e�nnzj 3e DIA 0 2V [214rnrra] [19 rr+rrr]. 1 1 2.i PRAMS SECTION _ G' 1 7 [ wa nt] 16 1 mm[35mm] 9/10" O.D. or ma OR0,0VE [17mml [14+rrinn SECTION VIEW I �° t6rrarrr i3IA h�P'I4NI= MGEt 1 I" ' „ RU 1 � 1 1046 t2) OWEDE' Hamm �� r to 1 11 �...... 1 1/8� [29m DIA [ 179 1 M DIA. STAINLESS S. ROO P; � 31� 1,t1i! �3E PLA41N VIEW PICKBAR & LOCKLUG HOLE DETAIL NJJT IX 5/41-'11 ZN NYLX a12a4 1. ALL MANHOLES 'MINN 100 i R MX40PLAIN Lt14AIM IN AREAS SI3Mn't PLOWNG SHALL. FIATS WATERTJ0HT FRAME A WVM. W NUT HIC "AM -11 ZN 2, ALTERNAMW DESIGN FW 'WATMGMT 00WM VALL BE CONISI O. A" Malin I WWRS SHALL BE FIXED TD FRAMES VATH LWONG LUGS ' 9 SMILIAR ABLY. TYPICAL WATERTIGHT PHORO low PARrj ODIUMLOOK Lug MANHOLE PRAMS & COVER LOCK LUG ASSEMBLY N.T.8 FIG S-I-E AL.BEMARL.E€ COUNTY_ FINAL PLAN GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR SITE ,PLANS 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (100T). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All paving, drainage related materials and construction methods shall conform to current specifications and standards of MOOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum allowable slope is 2. 1 (horizontah. vertical). Where reasonably obtainable, lesser slopes of J. 1 or better are to be achieved 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director=s designee, it is deemed necessary in order to stabilize a drainage channel. 6. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. Z Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. S. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). SEWER SERVICE LATERAL CONNE01IOIN NOTES: 1. *HERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NIA INVER1 ELEVA110M FOR THE; SEWACE LA,'t NAL IS INDICATED . THE TOP (CRS3M) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE MP (CROWN ELEVATION OF 'THE THE LOWEST PIPE CONNE07M TO THE MAIN i}LE. 2. SEXIER LATERALS TAPPED INTO AN EXISTING SEWER MAIM SHALL ESE CONNECTED U zINO A PIPE: SADDUL , 3. MINIMUM GRADE FOR SEWER SERVICE CONNE011ON SHALT. BE 2X (I/4+ PER FOOT 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4", B. ALL SEWER LATERALS MALL HAVE A MINIMUM COVER OF 3 FEET,011 SALT TREATED FINISHED GROUND x MARKER MAIN LINE PLUG END OF -- SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N,T.S. FIG. 'S-2 8"MIN REMAINING SACKFILL SMALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN .ANY DIMENSION h-INTIAL BAC)£FILL* (8" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HALINCHINO -BEDDING 8" max 4" I' Tn -FOUNDATION SHALL BE RMUIRED '1hH N SOIL ,,CONDITIONS ARE UNSTABLE NOTE ; 1.0PEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT -OF -?SAY SHALL BE EIACKFILLEO ENTIRELY WITH NO, 21 A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED CAR A 4" 13ED-DING CF NC. 58 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL SE INSTALLED ON A MINIMUM 5" BEDDING OF NO, 68 STONE TYPICAL AL SEWER PIPE INSTALLATION IN TRENCH FITS FIG. S-3 , - TH 0) SCOTT ` . CDLLINS�Z Lic. No. 035791 Ilk"k 6 $R � 6' UBIIC SWM FO jAND OPEN / �y �.� SPACE EASEMEM 6•c) / .SANG SAy�ARMS DB4955.P4 T3RI lJ `prrR"—•4111NNN•. Ma.�.....* ��'VII �/• RELOCATEDA vvaa'� - �� '�.Atli DB 49.B.PG 5o9'Sr) `/ / / ■O O D.�'D n O �' / A'. q5I{NiG GQ .. WIDSCADIIiCsiTiE$ m'_TF, / /' NTENANCE AGREEME.yr� / :1•••,.,•••■ °.Nrr.�,�a.rR....ur �$• �••P SHO'LD-•• N PWOfD•O&P1 �� . f— " / SINOA O ORANGE Awn OR rusx wmR.cRw °-.......r....arr..w....w. 41 ,H •& i ,P AI 'p sa0 •• :/ •1`�\`�, mwc Arr..am ro POSTS(nz NEARel®mt ° •.••rsn•r+....r.. A•sl'OTf R. COI.I NS-Z PR*' •SDEW yz, j. ��,.•-W. -- • • `� I.i.. Nn DI MIN�C r .t III :,' .. ♦�� ~ \ LEAS MOW .FR.SPAN rr�v a.....�'r...-wrw.a...•„r......w. Z SPROPOSEDtMGE STREETTREE5IO• / Y• '• .,:.• ��; �1 a \ POSTS NO4REAFER=IO AN•'PR CENTER. EgiYNNM POST SNA(L(xxI A MMN'Si RI 11Mr CFAREY L it u.�ra.�w...�..n�...r... 6�• ^`_� \ \ OO/nfES NE FENCE AS A TREE MPPiEC1NN FENCE �rYr.rw.yrr�.+�rb,.+rran.• �rH^, `sC'RANrEnoLrrso6 a IOC vDOT U n b_n �� ` • �. 1 �t, L TREE PROTECTION FENCE(FOR(1SF FOR 7RFF Md SSA' D FROMTXE PROPOSED AGSMs R • •SANITARY. P.:•.•SEA PRIMITIVE TRAIL:... ,Y •' i/ ; .. r '�-�. •.•,oh O.fP ;EWER,ASSHONM.5 TREET • AI BE PLANTED V (10 8 •NNEC110N FROM SIDEWALK ••♦ / 5✓�4,t ~ R±_ ' """•"""'"""` • YTEXN EASTINOC RNV. .PEP WCATEOACQ ••� �l! J yf u V f i - ' n Afw.Pw••�.r�.rq.w.,rs..or"..a.�..re,.ar.-••..w.r•.r.w,s NOTE,TXEE115ANG •EES LocA?EPKONG ' `+ ALONG 5TH STREET TO ACCESS • / ` .� 1 363 �` , M �, �- _ STREET NOftTHO • .POSED STREET TREES6 X DEVELOP •' _REMAIN UNDISTURBED 444, 1h..\ WAY � fE Rea [ONTml ••••N LING SCREEIENG x - � I- \/�',-�- •0'V.�c. •9 /` I \ ` K� 4 9tI�..F� .EE REOLIRSIPENTSFOR 4\ •3rR o _4 J� =Q i=f,p �1. �-�.. / / \ ..... J� nmArw...�Trt.�nrw.I L APPROXIMATE .: ��1" 45 �,• 1 lsw l.•v.H. _ \ \ STANDARD ORANGE . Oy� 'S � ! �a I'�'+�R 7.X• �'A EXISTING7iEEE \,. • VINYL CONSTRuCDON 'fr....... LOCATOR&SIZE OF -� �! R "�« OWL •HI.�t •R:. • .�� 7' .' _. .�w...t«.rrr.r.�.r.r A. .. / ,,ate �"v , 4 •SNr. l•� O-� 4,ram '• (TVP.7 _ ......... FF FENCE u •.•...r.r�..r r...rrw••^�.r..r PROPOSED SIGN �,.:. � T O i �Nj \AHD= t•� l`E.t• lir L ` e ���.T ti�/� \� r 1 `4?�`�`-z�� � y,, TREE uM ,w�..�•s..I�r.+ti..+N+Y rr.r.b w. 2X 2 e•69�/ j �(�*;p• 10;.4•T I '``..`, ?�PY'r� gli • 7 IN u wrr....+..+r. .errw.rs...,. �N S EtOAQ F-nab' x•• � � �t��� � j� � O • D.� ry_ GANG ...r. .w wa.a..+..- _,. 3 Fa a 8 S.L(i0 . A� �'�" .l ���:�%' 1`i^j '�yyp• �`• . :+`l '-?` • IIII BAR STARES .'.'" 3 a g g'�.0'. / �op", T ,O �,,�,�;' iA. V', t`'$ r�`' c A. fl �� ,�� I - 4 STANDARD ORANGE Wl,2 ° r-r M i 1 '1T' "1st,dr.�.a.....rrw•..w.._..w...,..,e...a.........v ; < +1 a • � ` i�,`'�♦ Q `, A•,y� ‘,•'' , G oo ��_ 'i. ` aI . CONSTRUCTION FENCE Ewa^ yE £ •. .4 .C• f} �• ",.. .i�'•1 , _�I�i,�,J,� .` f," � �� I I/ • • ...,, .... EvFxLr OMEN uETAL r ETw STAKES `O w.rr.�i• r..r...rar..r..,.n..,.........`"•..a..«•"• i� x o {.e ti41:::.''y S�.C', xNRr ''P®�,,deOI Ili�1A i•I,' -0*co��O eee IXanNC GRADE C1 a r'• } Tar V 80 �,I Iy�j �` �1��1� ��N`� �� 59 �? , D ° 'I Mom r r g _ { Sep. ,.i. 41,•�i1•i I��d rV� .. ��5. � � � 'd� 0� -i,-I •r�!•SY•,� •........... ...... 4 r �{ o !i 6 L 4.���:•I��I I' Il..�• ,�� \�" / 17 Ma Q 1 i��_IF�/ \ 2,_-.- I arm r s of POST �"� i T� s ' �} �`�`�l��- r ''i; �� ��6 �. N. °+�1` v �"%;;.�'� i 1r t=1r='n:• Hal-�:, .:.:e,--_ QM m :.... v s ' r ': 9 CONiI ROW OF SHIN95j 1 1 11 — ttR/ER PRfVENiS COMPACTION O<5Q. ✓T . �' , \ `.,`� /(l�, ,I�I / •. SHALE BEVL,wTN�`ppLL«.As sXowN,n ll •�� ; .ij �1:11-11 II�II�II�ICI BY CONSTRUCTION EouwMENT. V'" ..0.I....I. c r - fir. •kr \�`!� : ,/). NEE, ,.��,•:. \ , / No '-1("T'F- _' I I_I -"N. > G. l ' g SCREEN PARKED VEHCLE FROM STH$T>fEETI ,0,,,„:„..,..„./ / �.a ( P EXTEND FENCE TO ORIP(rNE AT AL(POM'S;ORIRbVE 1/13/I) INY.. 4a 8 • \ 5�4:�- ./ ACCORDANCEWTN 1Vi p 1 DP .i�' '� � ,...,... ,wrr,/ !' �`N /. r5 msom1E(i er GUrsor EDGES OT FREE BRANCHES) 7( if / • ' / \/ (; ' /F.-/./• 9 M �t TREE PR07ECRON DETAIL(FOR USE FOR SPECIMEN TREES) .Y • I�1 V 841,1471971. y ___ ; 1, ' , xT'9° , 4 CS FEE=392 6� / o l�, \�+�,;�itifir,1 ; .. E —_ \ \ � J� ie 11- — — //4 !!I 7`I • - LPUBIIC SWM FOREST AND OPEN / \ • �,�� UP \ / /J�J, � -\ / y�,�: • I .. SPACE EASEMENT(Sr4ac} �. / fN• 1 J �. sR.. `� \\\,N1110, � ` \ — lelfr iy '•`� � S!I�• = �� T1Ip� j/.j�� DBDB 699,PPG.2324un //]/ 1 // f FENCING AND A•HOEING� \�� �I• ��� \ �l`l)�' I / �t`i� 11 �:�/OO. �YI^J. F ` WA NTENANCEAWEEMEHr1 �/ �/ f • �i ( '� - `/ ` - l, PROPOSEp iRP YEAR n . . . . . m N. #�� \ � �iiii. 'a• !/AB i / // I ���`�1 A�,oi, '��� Li FwooPLnN,PENaHG / ' --/ T l' o�O i Vj a gII //` /" '4Y, •_ „4' � # ` 1 ` \♦ l�� `).:) �1• `_I1 � FOR ELEV.•TONOFEOAR /!' `(' ( •\i\ 4 wVERT 385.83 �. Ii f ,Jti �W/ L O OP ELEv.. eRYP-1 Q f / I �`' t INSERT W SB �)®`� `'� \ • �•1�'' '�yO>• '. I / - / � 1 �i f�/f�t�r /: %I i 1'- .��j I �� ,l \ "\\,, i :��,0,,..10, AB • >✓ / .� s / ,/QI// O�. _ . met �' j`�1 I \��� ��\y M A:Y` 1l. . 'V �� •T 01 * 1 1 / , ... 3- III Z ,� `� �•u C ,'/ I /1 -\ PHASEM ,"lt�'� ' I � //;, 119 • ENCTREES ERET (�`¢/ CORRE00SQi TRNG I� INVERT SITS. r T - 11 I / • / BUILDING B - ' s4i . �fP c a/ `' \ 8 ��� . •4taw -',A FFE=391s7 ,� 'F. ills N Z fir u ® .t o FiT r� /BTQ ` ` .,, ,. ~• /,` / `, / ' CORRECT TRUNK ARYORINC W CV f • ; A. -- `Vl I.,f I� ` ,:��.�14.- 1� � // NOTE:AU.LANDSCAPING AND SCREENING SHALL BE TRIANGULAR BOARD FENCE Z / 1--7 ikd fit41;�/ - MAINTAINED IN A HEALTHY CONDTRON BY THE CURRENT LLJ - \/ 4 -'/,' I jr��V Ad4rnal r• 4 i/ / / OWNER OR PROPERTY OWNERS'ASSOCIATION AND �s•.N..V,mxt L+ISI sas Z i c �l/A jrS R REPLACED WHEN NECESSARY.REPLACEMENT MATERIAL z 1" i�/ �/ F J .` �.���/� SHALL COMPLY WTTH THE APPROVED LANDSCAPE PLAN. m.yl INVERT IN 1s RDP9.J0R s GRATE WET / t%�A i,` �/ / /�/,,+ , �,4 / CALCULATIONS: Notes: 4 y5 C gg�66 g Notes: 0 W LU Z _ INVERT a-xT pt �' ���\/ \ ` ... .?IV,'/� ��'-'/ 4 CANOPY REOOUIIRRED(IOXI: al AC 178949 SF 1, All TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE A IERICAN ASSOCIATION CD > CL J ly t, r .. 0 PROPOSED CANOP1. 0.6/AC 29.32E SY OF NURSERYMEN• THE PLANTING OF TREES SHALL BE DONE IN ACCORDANCE RTH EITHER W Q = '�I�f� �• /�4 ~ </_�� .. �G Y ADOPIED BY THE VIRGINIA NNIJRSERYME 2 THE N SAgSSOCALANTIO THAPE E NRGINIA SSOIlIONSETY OF L SCAPE DESIGNERS AND THE U`/r'' ' "®,t�,,�, �:1;1 I .... "�✓ .... ARKING p CE LOT 1RFE5 REO4A1RED: 6 LOT�tI ARGi:SHAf,F4TRFF PIAANTING I lSl' I- Q I _/ •�t ', $/ •'•. oI),I VIRGINIA CHAPTER OF THE ALERICAN SOCIETY OF LANDSCAPE ARCHITECTS,OR THE ROAD aff TREES REO'O((i�10)) 14 &1:3 NS: 1 lR: 1J� . VRS - Ac .'. / LARGESHADE1NLLSPROPOSED: 15AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT CF TRANSPORTATION. O ._1 zF L �' � � I / 10 H6 PAVED PARKINGkYE911CU1M CIRCULARON AREA:T,925 SF A�I�OVAL pAJOq�G LOT pLA}HTINCr U 2. ALL STE PLANTINGS OF TREES AND S1RUB5 SHALL EE ALLONEO TO REACH,ANO fELCQY 117 /'aI,� g PLANTING SPAtF REQUIRED(5%}. 3,597 SF IN 52C5.• 19AV:'EAB:27MAINTAINED AT,MATURE HEIGHT; THE TOPPING OF 1N[EJ IS PROHIBITED. SHRUBS ANDQ f""E',/ / J _ SF PLANTING SPACE FRONDED: 10,345 SF ILA 54 CC: 9 IC: 54 CK: 7 TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE _ 011"/:* /A11,{• \ Wows. �, MS 1 AG 3 JIG 5 PLµT. U ce •4W�.N / /� I liri/1# / ."L . . PLANT SCHEDULE CANUPn TOTKMFE in ' w 411, ,4.; '�`' f ` O�y .... 9MI i BDT,WK%1LcoM10N NAAE S1 E I IY _;/� \ �UIF�iNG C (Ep wowTlrY cQLeMaEcq I-TRIM/ • J FEE=39D.8D lO� aI / ..: _ AIE ixcu RueRUM iREO MARE x1/r nL 451 j A IaDL O/ :6/ -f- L�� /STD •.// -- --- -+'I M IEIIKANIQA jNVER NRCN ]SLTS'W. A6{ • 1.Ei9� 5 // `A' • •R �NISSAMYAM4pEACKGUM ]r:.,.. IS7 E l51 `!A/�.II ,��4 T F�{. r! .. PA IPUTANUSACNIPpUA 'LONDON PIANEfAEE 2E/T cal. tI7 3 1366 w (`1 �� 4�y'H9 .. + O: :ULMUIRNWNFA SCARLET CAA 31/Y cal tM i 3•S2 w /'� ►rw/ •/� 1W EREPSNELLOS WIlH7W OAS 2]/7 cal. 4H I •19 W / 2 « / A '`. �1* /3 a/'' U► :ULMVS PARMIR)UA'ALIEF AII.E ELM I]JI•nl Ala I T ;161 w ��,,'\'j M • � `. •'(may. __ UN PERSEORY TREES CO ce / T-� �I AWN, 1 P• ' , �O�� .............. ../ AG ;MMIANCNIER x GRK1aIORA 1SERMQXRRY 6ATIt 130 9 1,130 / � ',kV ,�� `' 1�I '- • ... /. CC ;COKSCMIAOENLS ;proem ST ht. 1x ! 1.116 0 w / ', 1 f0�a i.. .� p1NPOSEDTREE CC Ca1NUSWR,SA tRousADo6Y9oDo STIR. 1n I9 IA0/ v, �1 15 // /�i 4 • &IC •,I/ • l•r ••••• (TYRCAL) �' Illy:k16N011Arma1YANA 1swEETBAT A1AgNOlN 67 NL 113 1 ffi T 1�`� • ^,i f •,r �/ (1 ./• ... • - - rs jMA6NOuxsRwrA !SEAR MAGNOLIA cr le. 6 1 A! 1 X '. 3 *-•- �-L'.-.G�= ,� .On/i�,nnn4 W `,. /O/j . ..........- / EVERGREEN TREES U CQEJ '!}•�' Tlik ILEX x'NEWE R STEVENS- MELt1ER /. N `OAR„tSRICA��"•�_• �.�nwn(���_Oy 't(O� .,� ./ Ix STM�1SHOLLY r--sr. w ss z96a p ILI GL(1 �x • - - �AIRHPliRIrLR+�R isar 7 `CJ.. aT�^+�1'F y�. "'��Hlf�aE�/ • • ..... / No MaGxaIAGRwaRau YmEEav urnE GEM CA'KI. _ xs as - Lla N g - reO�w-a A.y �'' �l'7�R,i 1F, •f .......... 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I 7Z � / / � . . .... , __ ... ' - ' ' ' .0 _� I I " / _11.11111.1 , /, � , .C5 , * . . . . . . . - .,<) Ti,nr,'4,' I I I I . . I I . . . . 41' Luminaire Schedule Project: 5TH STREET COMMERCIAL DEVELOPMENT Symbol Qty. Libbel IDescription Arrangement --M > 12 S A SITELYTER SERIES POLE LIGHT 40000 1.000 0 8 DL KOBI ELECTRIC DIMMABLE DOWNLIGHT DOWN LIGHT 4,350 1.000 " .1 _ . I I . Ifz ".. " . - I..". '.., Ir � . A . . . . . � � . . . � , �,-� . . . � � . 11 " , , - - 9. - I ........ � .. .. � '. ,_ 'I ��: 0. . ... � ... - I / / . �, - -�21.111 ..!+ "l _��,��: ,�� � �:,�,::��' ,,,.* . � . . . . . ( IN FEET ) '11�, I" /. 11 � . I ,:.�::111��, '� - - - '__ ,,, / / , , 6 _ � � ��. - ,�, / / / I � I.. 11 - - .1.� �.�,�-:,�::!:.��.�,!::;�- -:,�-:� I . . . �!] 0 A -).', �. � NOTES: d& ,4 I ... I 1. 17�� t: q ,-�� 0 � _`V� - . . . . . . . . . - - ,. I/ 11. ... "I'll �,�� , - ,� .. "... ` , --- .- ��.. � I . . . . . . . I inch = 30 ft-/ /, ,,,,�' , , I / // I 1.�, I—- � .... ... . '� .. - �, Y; ,,�: , I _ ,. � (� , . . . . Q � / ,,,� / ,� �, - sll�l .. 1. I �_ , � , / , � �,. I . . I / ; / ,� , ,, ,�,- ��,� .�,- - 1 I . . . 11 I . . . . . I . . . . . � � �_ 11 I /..:L-- // " ) / 7.. ,.,:. . :i4�N'I'j.14�1 1:: *11 0 I'll � I 11 �,�,� - � .... -.-,:,' �: ::�:::`::1'! 14 / /I / / . A 11. I � ....... W. 0"'. 1'�'�% - �. I I - _ " � - / I :) __ � . � . . . � . � I . . . . . � I . I . . . I 1. ALL POLE LIGHTS SHALL BE 20' FROM THE GROUND TO THE PROPOSED 1, , "" / L 5 ... ...... �--� - '' , ill 1, � to./ :�,��::-�,�,�, `8 6 � � � - � -, " � . . - 0 M " 1\1 , '/ 11 I I - ,..".�; . ��:---� ��:- �7 ���i4: � ".. �, , , -, �, -I- , _ �%. ��, 1. Ir-:.- �O . . �, I � . . I I . . . � . . . . . . . . . � . U) ., I . - ,b " _17,�. J I � I I I.. 1. I I . 7�. I I I I I I � I � I I I � . I I . � . � . I . I I . I . ,\.�,% , , '' � ..Z. I;. , I I" �1:1 1. 1. . 1. I I � I I., I .. I � I � � I.... . . Z I;. I � ... I . � � . . I - - � . � . � - - - . � .... , , , - I.. I �,��1�111 ___,_�, `��'��.:1'1�1'1.,� . 0 . . . . . . � . . . I . . . . � . - / I . _. "._.. - �� - � ,.- - -.1 - I __ 11 ,\*,*' ��__ ---I- - ___11 ., , .1.1 . . ,: , . - , I/ // , 1'� . , _ 7a; ,:..�','.�: I �_ , � +41".. �1/1'1. � 7' ti, ', , , , U4 , , , : 16 , ��4 1 2. ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE. NOTE: , , ��,� .11; LIGHT FIXTURE. THE 20' HEIGHT SHALL INCLUDE THE BASE OF THE POLE. , / I , " � �_I� 'r." 1 3 %, UP '. "I 1. . / / . "� .... �_43 . _ . . 1. EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS , / / . / , I . � �Sz:��-�!,G;. : :, . , 4��, � :�/ -1 �01 ..... I,* ' // ""', " / / �'. - ,� �P�4... , ^/ ... �, I 1:11�1 I. I � . 1. I , \,� 0,'.--,, 11 , , , "- �,�_ ,�-�, �_51V ;�, _,", "" . �_ . . . . . . . I I . . , I ....... I � ..... 11 . . . . . . � . 3. LAMP TYPE SHALL BE METAL HALIDE. CY) .J �- 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE , / I 'Q , , ., /V , , I I / ,,�11 I , �r? ,,�11 I I !q'. ,�, �. � I / 611 . - - V, ''.1'' _1.11�.0.1 , � ,,:--� ,:---e - - �., *8. -�� . ....... 1;; " _,,. 1--, I . ;. 'V Q I . / / �<<,� // / / I / I'. ?", 1,;_ - ..21 -1-t-4 ,; � � -�'. , � � : ... ,.I.,, � - 7*77; - . . I 1, ; . I I . . . I . I - � . I . . � . . � I . . . . . . I . I � . . � . � . I . . ... - I : I ..00 , , / . i '! .... ,4 1 I.. � ',-, I ""I I " _,� .. -,� .,�:� 0 , '. " CY) . I I I. -.11 11 . � I.. ,_.,%� , , .",..,..�' . AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY , / I/ I � - ,:� If �, � ��:,, , - ,-� :.: �� �.'�' ,:*.'- -, * � ' �' ,�, " -, " . �0, �� � �0_ , - 4q, / I � ", �.�,N:",�, � � .,� - � 1. � '. V / / 11 I I" . ,,,,*�,,.,�� I, . , 1, - LINE ,." I., .. ...... � ...... � ...... , . I` I I / '. ,40 ' 11 ... I.., ___.__. , . . 4. FIXTURES SHALL BE BRONZE IN COLOR. , Y, � . 1 31�� �� '' 11" �. � V ,-Z - � "_ �'...'... - . � I . I . . - . . � . . � ......... � I . I I . 0! , " , , , FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT // / , . � ; �� ---PHASE . . 0*) 11 /' / /X'111 Z, / � �� -�,,� � � �. ". . , , , , : ..,. ..0.1. . I 10. � � I I �-',�:- ' ,'h:2, , 0 I. 5. THE PROPOSED LIGHT FIXTURE LOCATED NORTH OF BUILDING A 04 /' / X_ _1111 _.__,� * / I . .1 I.... I �. � I - I - 1.0 . . 1. � 1.__ . I . . � .... � . . I � ... I .... I , - 11 Z " ", " , , ..,1-9-_.'-1 . - -OFF SHIELD TO PREVENT SPILLOVER BEYOND THE I � / , �� :,.-'-,�"..,.,�-�,�'�,��.",.-� I - I , - / . " 7� -) _..... " I/ / "C', ,/" ,,, / / ., , � .7 . I 16 ,�,, (TYP 1 .: -� :1� _._. 4P . � . . � ............. :. . REQUIRES A FULL-CUI ,�i PZ-4 , ROADS. THE SPILLOVER OF LIGHTING FROM LUMINARIES ONTO PUBLIC I I -, " / , , , N , , I ... �J'. - �, I �__ � .... �%��:,�� `U.0: ,- � . . - � I � . . I � I . . , I . . � ..... I ..... :".*. _ _ " /I I I '. , ".. . �,;;;;; 1, I - �6�0�::.,.�,:.:-���P, to .... / , " / . ,.�d - , 11�1 I 11,1111111111-11.11 �0.11_ `0�0 -, I Y IN RESIDENTIAL OR RURAL AREAS ZONING , I ,<' .,/ / I ,:� �:\,: �.��, I ____ 1. I I.. , I � ... I I I � I . . � w / / 11, , / I . � �:,..�'::.�,; - " I . , , _._,..� � I . � 1,11 l-'�'� I �'. PROPERTY LINE, AS SHOWN. CY) U. - �, �, ,�" ", /. 11, '�' \ I . '' ..�,_ �0,101 - 1-111.111. 'N \� I I _ _ , - ,.. . ..... � , " " , , / ..�_:;,_� -��,�,,-�',��,'� "Pil, � ,. -� �-:-_.!._ ............... * - I' / 1 .. � ....�,�. � I . . ; I . I 11, / I ,w . . I.- 1�1. . " ... � ... " _". -\� ,o. , \, ,, 'i : . �� I � - DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. / / 1.1/ � � / , / ,� � � �-\�-,�.,�&�� - -, 1 . �"*� * , , BUILDING B ---- , �0,0 - t: - *0.0 I . /......�...-'�._. .�..._..._._.-1.. I I _.___,.,�:.�' 6� THE LIGHT LOSS FACTOR (LLF) USED TO CALCULATE THE PHOTOMETRICS / ��. / / I ..�, '� ` 11 � �, . ��,�. *,�' .... I - . , , - � . �, " � '' / / /\ �N... � � �, i , 0 , . :-:�� - fq-f�, I.".... �% I .... 1-111 0 W I - ,* � I . 11 ,.%.,."..'�%.... 'L'':'- .: .� 11. - � .. ,� � .. ,,,, '. ,,, / N 11 " - ____ .9�9: � . . .1 ..... I ........... � � . ,.. _i'��' - , / / ,,, / ,1 \1" ,,�, b. . FFE=391.67 :�l EQUALS 1.0, AS SHOWN ABOVE ON THIS SHEET. � , / �1'1 I � -- I 6' . . � . . . .., � . / / > I \ '. �� .'Ib 6. �, �, � ' 1 , ". 1. * 0, * , 0 - � 11 ....... � I ...... . .11� .... � 1. 1. . , I 11 , .. " I . . � I - I - - I ,.11.. q�.-V�� , . I . I ..... I . . � ...... I � . - - N . ' ::�::�,,.4 --(-9,,400Sf) . _�', �b �) ': - ;;F ,� , I ', // / *� ; � -': � .. '' __ .;;;, -�:��O� . ............ � .... � ,1, - t', �, _�.,�' � / �� �� � 1) . ' ./ ', ') ____ .1 .1-711, 1 1 0 " "I" /', //, ', / " \ � ��':"-�/'::-bJ' '�:'�' .. : , , , / / a . , , I I .,::. .1111. I � .. I . II "''. '' . I 1, I il 111 ,. �__ ":�"... , "." I � �, � I . . I ... � . � .... I � . I . :�.. 1� I- I . .1 0) . �'. I . , '. 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" '' , (D I NOW "IN / �" 'i _ ._�,b:4 , Ix a � )", / , \ , _ , � "',, /'� / " / , Direct Pole 37 " /I ", , / � - � �0'"/. -V,,-�-,,T� -.10, __� �". �', 0 1,11.1.1"''.1 ............ , i_:. - 1_. 1, �'.. 1, _;, , � � t',� U�iq I "'.. � , I � " � I... ���.:,�,:��.�,�o.,o.�.:�,.:.�.��.. Z � , I � N 'A 4 , '' . , � ..... � � , , '' _ ... -:, � ''., , '' I I 0 / \,�,` / ., - . _01. I I ... I I I . . I I I . . .1 � . � I I .. -11 I �- � �, �, Horizontal Lamp I.. I 11 ...... ... � ..: M, "0.0 _'.,',. ,.. ". _'," '', � - � .... r - Job, Name < a. - - - � - , I-' " / . / / // .4 ".. , "----- I :,.�.10,;&-� �-�.,�.-'.-_-_* U�o 11.1. .1 .1 ... - (D. � - - 1. I ... ___ _:.�'', HEEM :> � - . - - -, - �.. � I ______ . I I _� I � �.,.'_�.i. :'. � Z � I .1.1.1- . ., I / ,/ x., / / I / '-�`�'�- U6 V. .1 1. I . .., ,�.�,..:.:.���_�r��o � 19� . /I'. _�,.��, � * 0 1 . . . . . . . � . . . � . � - .", .. - 3;:,__ . � ''. __ - .w' I / �K /I 0) __ . I. 1;K 1 16. V_,".".�. 0. � . I I . � . . I , _:_( , , , . , , - , I ,I' // ". I ,./.Q *0. 0 , , �!'. .. .. : - ., I I ,".1'' - 0 1 . . . / 1, I � / / - ,�� �..�.V,1.11.......5 .� / - ... ". ..;. I...- 1,1%, 0 , 0 - � . . . . . � . . . . . .'.' , .*. .. � 1. I I I... I . :. �", ,,__ / / / I / / 4 - � 1. ;".. '%.. - . . I ... � � � I � . � I � 1. I - ." 1. I..:, N. I I � - - .:, ��, � APPLICATIONS w .J 4� � - L I&I "1( .., �. .... � ',_,. 'm2 , I I . � . I . I . I I . / . � :1. 1-1. 1 .�'1,4 �� '. - Parking Lots, Roadways, Walkways, Oomrrremial MaIJ3, Tennis COUrts, Auto Lots _J UJ a- , 11 / �� 10 :: � � �': ., � , 3 ..., .0 �, . � �. - , - _� - :,. -:_�:. �: � ... I . I � . . � I .... I ..... :�._� . .''. ': . � � � . I I.. . I ... -.1111. 11, I I , - ,I 11 I �� ., .1� 2.0 0 1 . " I .... I � , � , - 11 �' 11 '.1'. I". *1 �:: :�' - and othot outd oor envi ionments- - Z, ,6.i 1 .'. I I... , I 1�1. � I � ...... I . � . . I . I . I �. �. '_" , , , :_ - " '. ." �' .. !'..� ", , . � k9 = / 01, ... , ,� , .:".: -:. . ..... I. � . / 0 / ; � �L":' 11 ,.,. ". 11.1 I . . ... 1, � � w � � . .. . . i .. . I .1 r " I . ....... � . � .... I . � . �. I , q `;_� . . I I.— - I I... . . I - . vo . I � ... I . ... . I . - ... I - - .. � BENEFITS , , 11 . ,, .�J.:],�,471.�."�'-% �� : . , . /_ CONSTRUCTION > U * Longer fifi_- and loveer rnaintersan-re cos7bs,thanincande�___ts and (CFIL / tl�l . �, �.� 9 i` 4P. 3 /' � I ...... I . � ..... I.... �__ , .': r,'', _.1", , �.' :.�. I' > � I I � I I . , . , 11.11.1.11 I 11. "I , .,,-:*- 0 � . � - ,11 1:: * . I ..... I . I ... ... . . - .. 1, _ . - . - 1. ... .. � - Formed heavy -gauge aluminum housing. . ) .. 1. I - , '� - - -1.1 .11 . . � I I.. � - ..... Il , ft'h '' �0 _"� _.",-, 11 I �,;,; � �;! � -,-:,:� co I . . I . 'i .9 Z44 / - � - _/ - T�' ,_-.4- :�,:- - - - . UJ Z . . I � � . � I.. " I ,. 11 * I *0. 0 , , , � , . , . . � I - . / ":. �', , �,". '� '.' *.1'"_1_'.1.1'' ,', I - - - Dimmabie when -u5ed wrth 0-1 di mingsw, 1 7,71% - � -.5. / , , - - _;. - "")_.�, I—— T�.4�- - , , , ' -�'_ - Extruded anodized doortiame- - Wi q 1. Y../,., :_��-._._.., _[.,Q�o. I. �,. I V I I... ".'' �.. - - ._ I.. 11-15-1 N1.1J'1._-_.4: � , . . , ! .. . . . . 4 . . . . � .. . � - � , , i , / / ', yi. U . ., ., ... , . ,.�' �' I I. .'.,_.:.�2�8' .. . () . . . . . . . 1.� '.' � I I � . . , I , . . . '� � . ': � 1: �. . . . . ; :: ,. . . �_ - Tempered and gaslkpted glass Ions. LU im , %. I "I I .... �. � . _ 1. I . . . . . : . 1 "4 �4, , -` '.7� -2�� " , - . . *4 � - ....... - - I ... ; * . .4.8 Z I M ercury and L,�icad free, as well I a s VV an d JR free. . I.. �., .,,?,,,, . - .... , . . . . I . . . . I . . I , Hinged em door " .11 . � . I . . . . . I . �'. �'. � .'. . � " . i � . . �. . - �,. �. . ��j`,:,��W I - � , , 3 - *2__;5',,:.:;�- �,§' 6'' "'I � I :.%, q� ��'�:,��::-):�--4p 40.0 44._ '.. !;.. ::::: I I 111. . I 1. . � . / , . 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"I .111.11 ..1271 .1, � , � ;� 11 ... . . .11 . ..... I ... L - 11.1 11.1 �. � 1. 1. w!). � I... � I .. a .. 11 - I ''I I I I / / ,.�.;�,�.-4.'6.;"."�' I..,.,. '6' I "". %, � �. � 1� �: , - - I .. .... � .... I I ... I . I . � ' ' :.:'�'� L'. '� '2 '"':. -'� .. I ". - I �. I.. .. F� , , , . . - 1 " � . I.. ., �, �9. I 1.�'. - 1. ._,� .- I - .. � I ,�- ,� �1. I 1� � - � , ".,. - .-... .. ��.-..-, ���, M I �,,' ,-�,-�:�:'*'.6:,:' 11 "'I-..''. * IN I I � . . I � . , /. :.' � � , . 11 I �� �. �- t'..'. , � -3 0 ' - . , .. - - I I...., .1.11 . .-I....., 11 1. I � - ELECTRICAL 18LI I AVERAGE RATED,LfFE 35,000 hm _N 1-z,+:,4, :,.,-_,.,,_ I I �..'.. I.,- o.3 ,- - . � . . ��:�� � � .. , ii U 1.1- - .1 - I . _� .",� %%. .. - 11 ...... VC1. __ 1. 0 - v '...: ":_-, � _ - High power factor ballast. .4 / /// , - -, ,b V_ . . _�.. .. , , p- � ...... r : -'. % I - - . � I ffi 9--i Ill - I ( <-` - , _' 1��* '' , , '' * , , , ., .11. - , I . � I �'. � d. " ", p1,-_!._. � �_ �3.��__, ........ � . . I �. 11 �. . . ... ".I..,.,., :. .�� 1, T ff. I 't, b- ,, . . / ,�! ��, -2_7,�; , , � :. � I . .''. . : ., '.' . � - Tray-rn ount6d ballast with inAegral heat sink. . 11-11411% � - . '/ ... - -.1-1.1.111.1 1.1-0.1.1- '. .. I . ... " �.�. I I �... I . I _�...'' 10, cau_#X�'o T - `1 I . . _1. I . . . . � . . , - I I . "'.. w : . � . . . . � . w . . 5, "I I I -� U . 0.4 . I I I . . � . � ., : : . , . � I 1. I I 11 . . - 41w pulo-rated pomelain socket. 121, "'Iffil 0 . . 1. / �-� � I 11 . 1. I �. I.. -1 a 11" I.., I . � : ,.!.. .1, . � 1:1 . . � , -, " , wa-i�,0,V4 I . / .:,.),-, 2 � - - -1 I . � I . . . . I � . . I ...... � . 1 UJ I : ''. '... - , , - � .. I � 11 . � . I . I . . . .. � I .� ,. - I., �. I f 11 - - POVYLER 120-2.77V - ,;�� ��`��":, . I - All metal halide fixtures are pulsestart. Ul I 1, I � ''. 71 ... � - . . . � , . �� �, , I / ./'\ N, I :�. � �� I . � I I `0. 3 '3,� .1 � 114"�� L: -I- I , `_-1, ��17�-` . " I I - _k_,_� "I * ... � . . I . . . . � 1. �. 1. - - I � � . . `7 " * ". 1�1_ _.�` .1 .�, "I I 1. �.... 1. I. 11 .� . ,._.'':, 7 ff - -, , � /11 0 . . . . . . . . . . I � ,'.�� '" : ' � - �_.,:. _*.- _m_i_� . �,,", - , MOUNTING !4 181, 0 : - ''' I ,"'k, 111-1 . I - %, - � � . , . Y_ 2: � I �� M" " 11111110 6_5' . <,,,�/ P.-),'O .1�d'�I,�, * ... I � 11, �4 1. - *0.2 . . . I � . I � , I .''i "''. � � 1. . :: �_:..'��,'�:'�, -on- ��. m �:, a - q , ., r, , v , . . � , ., '. s. : _�, : .: � Direot:3urlace mount. . ,�� t I - .�� . * , Z LU . V��, . I '� / ,�Z .,..,.,-. . . . . � . � .1. ...� .. q � . . . . � � LL . : _. .1... I 1. .. 1. I . I , . . 1 I � 19 - _ I .... ... -, ..2. '.� I � 1. I - .1. I _ I I . � .�:�-- � � . . . 6_2" .. - k-L BEAM 75, .;, _/F. . Z � , i, C - 9" arm wilh direct surface mount (optional). . , __� . 0 � ' , � . .�� . �� . . . 1. I.. - ,,,.,.,�,,-,,,-,:,<X�,:� -,g- �,;.. � 1. I I I I � ��.�,�.�, . v -� '..'_ . ., I . . � . � I I I . . .. - : * .', ' ."' ' ..: � - -" L'. - . I-" I.:,: � I .'. I _* : - Post top for &' or 4" round or 4!'or 6" square pc,le (optional), � 2: ( .... ... i" * - , . � I I I . . I � . I 11 -!,.,.1 - . I . V,:''.��, �,. " � 1, " , - : ,�� . i , r I I , r. .I... .. I - � : Adjustable arm adapter for square poles (optional). 2" __) AVW*& . . . I I I- : _ " �', _'� I : � � *i ''.' "* ....... �.. - .. . 21" tenon RCIJLJ�Iable adapter (optional). 1 5 1- I � 11,., � . . � . � . . . . . . .. - , - ^' � _.�:. .. ., �� . - ... :'.'�'. , '. '. '. '' r� � ""- �' ":_':'�" _' "' "' T k.) � I � -,-,-, Up , -) � ` , ,� 1. .1 . . ., , ., .. I . - " � Jr - �, 9--if .�.2�. Mq�le�j , -q, �__ I... _. P� i:-, 0 !. 11, r . 1�� � , J , ; '� , , � ' , 7- -6�6_/ `,�, - : �:- � " � �;,� w , �y,.��., "�l - I . ,='u0j".'k."� ,��'�'ffl.��* . , . ,,; �� - 11 �'_�`. � - ,� . -.2 . _K N , �, �_ .� - i. -1: I � 1- I .11 � ll 1 , I 11 . ' ' . ' ' � , 4' 1 i 2 . . . . . . �, 9-3 " , (.. � ... �.. r , _ . r r ,:, I � I'll I - : '' � " , *_ . 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I � r . . r I.. 1. 1, r.., � I � 'I', � ,.. - ... r. � - .' �-�ii 1 �; ....... . ... . . .1 ... , r . .. .1 Union, NJ 07082 . .;�:�,�"�,�,��,%::;:I��:11:�::,.:;;�r;,� � . � 1�\ ,.;.,� . . .:S:!�:: .X,��,.::;:11:: , -, 411".1'.1 . 11, . . . . . . , . . �/, . . . . . I . . � . . . . . I . . . � �1,1.,,,.... 1�11:::" . .r I . : I � " I'- r* .*. ' ':'' '*' '*' "' "' ' - � � - ' � , _ : , : . . . . . . . . . I .1 ..:11.111., - oj,!,%K.�. *:,X. . .q,q I %� i�010.-�','��,'�i�i'?�i '*`Iolpl�.#1 P�l 01 I - . �' . . ... ... ��:!.. �*ffie�,.��ii.,�,??, r ff �, ,., I . - ". � ; � � .1 ..- '.1 r. r . I � '. 1, r : I � . .. . 1� I - ; . " .. - .. � ; . �, /. _ . . . . .. . . . . . 600-3:34-2212 , ORM100 , M.".1" 01 / -.11 I 11 ... .11 - 1-1.11- ... - ., . . , , - 1 =30' , .;;,, 111-1-1111 0, "' r , I , , I , I , .1.. 11 . . I � I I W'd"V.0X0E)Iin9 oorn �W';.. ;- 11.1 .1� , . � , " r, � , � '. ., .�,'� :_��, '� �1. � I -, . , . , Y �ffl 11-1- . .1 . . � I I I � a '. " . - 1`� ON, w_ - - � � �11 - '_ � � - ''. - - I . . . . . . .4 / "I ... I -� , I _111 I 1-0-0 �- ,�,!� , ` " " '�"� ,"% �,_'__/, �, -, ., -, ., , '' .,. � � �.. �. � 40 1 `11�1_lft �.�., �,11 _ . . . . . . . - . "�,',__,* -:':-�,.".:�@ 1111"r., SHEET NO. 11.� :,,��-,�,,- , _ _, ... ,� , � / .'I Aww" /w_ , _` , , , ExceLine is a Philips group brand Product information is subject to Ghange 4thout notice 1!114.�-�i 11 -11 '. Im.", %_�111 ... I I" Ift"1111"', ,o 4 ''O" , - PHILIPS - �' \ I- ,��,, _0 I . - _.,�__'qi��i,� 1:: 11 I: :: ; "I'll, I . 1� - r"/ -_ �, \ - 11110 12 ����� �� ii ��, � ��� � ; I! : I : : � ;: I : ; ::: � - . I: �: i:, I I I i 1 1 1 , 11 I I ;; I I ", _ I i " 1, __ : i I i � /III' - ,� \1 - -_ : ENEEMI I �, -&��_,�� , \ / / / ,�P/yll_&4 � Z�IS__11 f r AUTOTURN PLAIN: SCALE, 1"=30' LEFT TURN MOVEMENT INTO THE DEVELOPMENT SHOWN FOR THE 55' LONG DESIGN VEHICLE'INTERMEDIATE ---- ~- I l SEMITRAILER,' WB-15 [WB-501. } �� '------- t t ti^{ ,k. f. 1' > . rC. TF EETHIS SHEEET FOR X, TAL &ION HORIZONTAL ^ l 7 -il- ,..., _ Jp a _ Y'T _— -- STFi STREET,`EXTENC�ED� - .�t_sntifiHe- flUNpa l - �t '4.,. _ __. _._. -...-- fir.., , J,,,.,- .•»_.::...,.---^- 1' ,-._._6.'�-. , . __ J .,_ ^-, __,_ 7! 5 LINE -OF-SIGNT ... �,---„ ;r L-- . r - `�'r t { y VdOT R/W � 1 s 1 , i SIGHT DISTANCE PLAN: SCALE, 1"=100- a .t 4-- , p 4 .,l i � ry� SED E i. ��Ai1;`:z`�iY�St�' �ti�""-�,G1;'�°•.,h_._.�.._,--, --•-�_s_.._..,__ _ __ Lf WVDVamRj�_ q'QKL , — 00 -��`s° I ., t _ ♦ _--------"`M t' �----- f sy ,a n ri i•' , I '� -'�o� 4 � i' '••FY �i t '�'� I 111 r � 1 LEFT TURN LANE IMPROVEMENTS PLAN. SCALE, 1"=50' '�IMA, CATION OF EXISTING GU RD GUJ# D AIL,HAL:BE-RREMOVED WITH'fH S- _, _-- _ ¢ A t1 -- ' � HE SI •HAS B `N R e g� Pt2 ROSED-T -`GUAE DttAIL SAIHEAL ?IVLY BE '.'• `l _—�. AFTER-V 0T7NSPECTOR'sAPPROVAL.- REMOVED l` -- 1 - -, 4J�C EXISTI 6GUARDRAILL ti x eQ pROPdSED EiGEJS?N S1;Al; R D...1 } � EAST pFTN'TRAIL .. `--' EXISTINd*EFT TURN LANETO '' `...: F PAVEINCr1VT # IE.,I±t ,y 51pE4VA1 K: X i 8e BE M f pIEEL} AS NEEDED FO - -_ `BED SHOWN _ Cta1GtVE iION &T 1NG,GLtAR L• BETWEEN DRE4 REMov�pa EnttalN E ----- — ,' —�•- ____ L >�,. -------__ FEE PROP TRAIL � f S 'S 1N17H iNi SNALL SE _- � ---- =--- ---- 1,__ '�-L� # a rtr4 j 4 EX(STf111G GR VE ttVFPROVEM S UA /�CISINGOFT E STH,STREE7EXTEi�D ¢ ry,,�, kt5 L SHQl1LOER 51TEAi�VDTNEPt20Pc�t ED- ROUTE 6,1 _ ��_ _� } y p ? , t is : r; � l } n . , , yq. T RDRAIL SNALL' 71VLY B11 VAR. W j15TH R/W w �� T _, ..., 1''r _ W . ''{ " "`,x t f.r t1' b ', REMOVED At i ER DESIGN Srs r ", s : 1� 'j�tzptJNTY INS ECTOIR t _ z, shti r, t.� h.{w r z' s,'"33 t.i APP_ V EED 45 mph PROPOSED RAISE c _ .,_. ,r ,.e. t- .s1€z A!. PROPOSED MILL & f_..._ obi,. ' �„_,fJ.l _--���. �,.a r �' ��,s �•� � �` �y; 7� �' <i.�� , � �c. - � ._.._,.,._ AREAPE[t WP-Z ,•, os i i4r �e IL ON SHEET 9 (TYP.) MOUN'TAf LEs � �.,tt �� 'rt COtYCRETE S EXISTING SUBW SIGN a ---���_____ WELCOMETO r ' ... 1't4 3'3"ix 4 t- 3J:fr ✓ .,,_ #-+-�—, ,i2 ✓4 i 11 rr it^`,y T{ i .ki.•- FYF # r. i :;: 4 !k e`5 BIKE 1D (] R a t, i '� � 4 1 � _ ,j� , . ; y �} 4 L:A T —_ —� i ��• tVE��(�~���"�� HARL �.y t' ;3 yt�WOW, ; a ' P:2. ..ai -,fit f'}- a k-b j .✓uy?'St� a .t3 ' t- �. ,R . i 3 S .fir .::Sx t''�,;.,r.,,; '-�'"-,- ✓ ..,.- -.. .1 L✓ ,• , _...- _.._..... ,.__.__- _. , � ,',,as•�t,�, ice' " SIG T REMAIN «.., �... ,_.,.,. .. ,. ,...,- r r.. ".ztstY,:,. ,f 3 t-- -- --^ , a,.i ,.f. , •:,C„t- �},>, : , �:.. i`, ,r t'. -.F, C' ,.;Y 3,.d + "# t� �ot-1 ..t.., . _ __� . "�,�, s., NTRACT i. ALK TO END,) N 0 .. -.. ,_-...,.,.-., -' � . l r stTs,. t�,¢-S '3'3� -s�r< z 3 r: -- - ...:• t.a, .. :' t' �;.._..'t't". „'i. k{ .r„G"i4 .1: 1.,.1�t .,.,�., _ ..._.,: . _.._ _. .,__.,.... ___._..-.- .. a��..,- 1 19 . . .,»'-....,-.�-': N.. ; , ,.::'"' ++d-t}.4..<=.-.�^'t ��t:C'i� � ,��"�' �.. � 1, r, �.i 'h:n ,^.'{,Ll• .,, �*_�a f v-'. 1-s,,.... .,v.;. .. _.. ..v.,., _,. �`� � :„ `• �+t , t � 2 __.. C3�_ CULVERT WING WALL FOR SAFE PASSAU��"R✓°"'�` - y' _.... ,;..�i. :1 ;'f[ :'Cs% .: ,. ;.: .•=�+--YiU ',. .,..,::,.. �� fi d't6 ✓� 5 ��. +.x t4 '✓ �4� • tyi ,, ,-�a»�- _- i)�,'�'`• '�,�`• � ,.Lug,-r" ' � :.:,5...;s.; .:r.... ';'�..``� a����`",�'i-���-``° '" �`��s''}'1t�1�IN:-CQNS-TRUAdnONSHALL INCLUDIfA , $max \ .5,': r _ <b .� a , .ti'.•,'::. f --urRAILSC(5. PCIA1<tT_.-._._ / EXISTING RIGHT---_ " T µ._eA.41 HAND M TURN -ANDa - _,..._tr snz-ca . _._ -Tr--LTk{5TAT r f j ; (log"- T, PEI r�'31`ti aN „ ', S ? : 4 r 1 -� -� A ✓ 8` - - PROS SE AVEMEN I —" STORAG€ LEND fil _ r m \ 4 TVIr _.._._, ,' -- ' ,� (� ��..' �r�ia�v^_ _ _.,�„`��n?�w�sxc�� D � �382y ,�3r�,.C? WIt) G_PERVDOT . I w.. .� g t 38 D STD -72 Sf- _DETAIL - Cljj >.� T B 387 /r ON SHEET 9 ROP ash ' L �: �^.�• ,ate_ '�' � .,� - } .' 7'' • .." ?.::c. �{' �`'yr`3„^r. _ - - is ,:---'. �,� � �,';. '�'' • Lo "`l�EVli; _ y .r'"` S 4' ygs i 4 7>.'�.'.' .t t •Ss.,t� '� 1. ----} - �y�t•.r.,..4 � r t � / +e, r� i` } 20 1 420 415 #t I 415 ..�. } t I 410 405 �- C3 I �' i � 1 I � `- ��.� --_ — �r--'---- I — � — i_.__�_ � y .� I �__ - 4�}5 400 In ,� ; �, - - - - z # _ } X - — _ _ EIGHT EYE _ 3 F - } w _ ._� I w _ i PROPOS AD D ��_, 1 395 _ _ �- 390 � PR POR PO O ED EN RANC;E DWK I — -` -- "-- �-- -- --_ x � z I _ HEIGHT -OBJ. { OF ') � 385 1._____ 1 PRt}P SED ENTRANCE CG-2 � ENTRA14CEI 4 — — — w 385 PROPOSEPROPOSEC —' T i ENTR NCE PRO QSED RO ENTRANCE OSED 5 h STREET SHOULDER ___,_.__ ___.__ EXISTIN ___._ - --- _____.-___ — :____ — r i _ — — — — — ` 1 F ROPOSE CGG-2 ,__I _.__ — 380 - 380 ww00 r6 (am; 117 Ln L6 04 6 (h 0 00 �6 0 (6 C) L6 00 c, (D `"J - m00 CN � .Z t) � 11 � 4 0I"l ') N^ c. CD 4 0') cV C c, cry'. W 0 0 C) V) () J) cS ( K0a) VfI"•l 000000 ryW Wm M 00 M M M 00 M .O� M 1 LLL 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 5+00 5+50 7+00 7+50 SCALE: 1°=50'(H) 1"=10'(V) 5th STREET CONSTRUCTION NOTES: 1. THE MILL AND OVERLAY ON ROUTE 631 SHALL BE IN ACCORDANCE WITH VDOT STD. WP-2. THE MILL & OVERLAY SHALL EXTEND BACK TO THE ENTRANCE RADIUS RETURN, AS SHOWN. ,2. CONTRACTOR SHALL MILL AND OVERLAY THE ENTIRE LEFT TURN LANE AND THE ADJACENT THROUGH LANE, AS SHOWN. 3. THE PROPOSED TURN LANE EXTENSION SHALL MATCH EXISTING GRADES AND EXISTING PAVEMENT DEPTHS. 4. THE PROPOSED LEFT TURN LANE EXTENSION INTO THE SITE IS OUTSIDE THE LIMITS OF THE 'WELCOME TO CHARLOTTESVILLE' SIGN. THE SIGN IS LOCATED 360' FROM THE START OF THE TURN LANE & THE TAPER HAS BEEN SHORTENED 100' TO LEAVE THE SIGN INTACT, 5. CONTRACTOR SHALL RELOCATE THE 'CAR/VAN POOL INFO.' AND 'SUBWAY' SIGNS SHOULD THEY CONFLICT WITH THE PROPOSED SIDEWALK. CONTRACTOR TO COORDINATE WITH VDOT INSPECTOR FOR FINAL PLACEMENT OF SIGNS. 8+00 8+50 w w U7 LO I-L C5 w ca � �z w:D 00 zm F- u, sn 3 9 5 x 9+00 9+50 w w i!l LO LL O w 0 o UJz 00 zm F- m� ?f W .w..� 390 EXIST NG 5th STREET THR UGH LANES TO REMAIN ___Y,_ •_. PROP SED- D N.0 _« . ASP ALT FINISHED 385 GRAD {ALONG OP KAPf)IA0 WEST J� Q W Lv r-i r (3l LV W Cn r� 0) r � r� ILL 0+50 1+00 10+00 110+50 11 +00 11 +50 -PROPOSED RAISEi_D, GRASS MEDIAN ALONG ENTRANCE C/L. CONTRACTOR TO 'WARP' CURB 1"± AT LOCATIONS WITH ASPHALT, AS NEEDED. m" Iwo 'SCALE: 31"=S, (V) ■ 12+00 12+50 t I& - I o?, p%. SCOTT R. COLLINS!:?, Lic. No. 035791 -i s INA � 0 L _ - E 1"W %W Oft, nal rrutym Amondmant 177#777303�� E ain An - Hadim Nmktu AMA Na 2012,00007 TA!j Meg gliA ZIOW :1"hCis TMp mild portioits of I'Mil 076MI-W-0- Dot riot and 41UP 04011-0( it tk �wxjsiairijl of (I 43-0;A0rw- Moro or 10M at Nlwwn M Aumlittielit A ZdMIU VI'v Imi.'Amelils, Tic ti virgiftfullmillhi 1whilit) Company Latuftilaggiga 'W'VIAW 1 2016 1, IV I nVal-m4nig, I IX a Vlfr, ilia limited 11011* -campety, is ft owner 0he UO"w?') -of TAN N1nphard PwaclNvmIVr alui 111'I'MP 111w Propzrly.-) Ailich it, tht, so evil orrmning ap*-attori ZA4A �ly No 21111WW7 Pralw"), ptir#ignil to Section 13 offlie Albemarle County' VAffin; QaTigno (Cbsplor IS of flu Alhorrmdg Cminly Code), 11Ir Owner pfpfftrs the, 00ndI1101M IM14d WON', Whlil'h iball topplicd tothe :Property if it t.Nrvvoricl to the rsming distriptid.01041od i1bove T4WkXR-W)*3AN are pmfh-md as a purl of tilt: mqimsted miwrim# wid the 01MOt AchilOW194's *11 lilt wriddlow are alborized aigwz of lhv Owlicr fW this; ?Nft 5WtQ1T=t Amu Tvillittl vrmfty shall be in tho sv=41 Ineations ahowr on the attached colicapival plan v9flkd Sill STRP.RT T)M1'rl.0PMrX1 APPIACATION PLAN' .4awd 11ccumber 9 2013 w ur*tod WA la* mvis9d July 29,2016 prWarad Ity CWhns Eilgirmnit$ t1strabinficr the *Vwceplufll Plan") iii lk,teritirlej try aft Dimlim of?tunnniiji acid Zialang AdrilmAralor Minor nWdlfIr4t1(?ns in 111001w) m , i. Ti, ,, iluh um, in manomi huorJ wall ft gtural looAtIons of buildvils, welklaq Wining widli antl "L,f.Aj, Imuts to Srmma� iitau be mzd-e In gamn aompiWw. *111i Ow ZNing Odnew. Waillmfluna ov to be 10imm vrollmmmns rX Improving snap on atuotililts propatex IM4 rmW%W% to A4;liam AmlilWitral RON19W ROW fq%UlVM0ntX, Or to 00111PI), WM the FkX-A llv"rd Ovalay Diulrjol 2 Tho itsesof t1w 11rolitV shull tv linuted W thwIt: 161W in Ntlaulimcrit 11 3 Vehicular avism rrom fh Slivvt W IN- Pcq*,t ftli N, provided Via ashared aninmi. valh I'his be modified to be uALd Air left lum mcaviriants fmill Vh r4=1 rind r1&-Int0l 014 INA10 MONtoments onli, 0 %hown nil rilaraimts for vvinuriarcial militincrii and willtie. cmistracted in wnjmnotion milli I 36 Public usm (rdwv= 5 3,14 17 'J'Mparm) cowhractm headquigun "Bild tompotary congradim giwup ymig (rcremnot 5 118) 36 indocK 39 1 ]!Wirip pill Wes and distribution (rcWnwo 5 1,20), 40 T=wTAry unnsidwAllil mobile ham," (f4ftm= 18) 41 42, lmkxw 43 kArmalie marka (refamice 3 147) 44 StaMWOW1 MU11110ftW 1kiblIVA Atovit on an appi%VWL filmil 11110 P1931 Or.,whilivitioll Plitt 45 Tw i anti I ter If porsonill wire lvas =Nirc flimillics (MfQfu4W 5 1401 46 lit art yer4s. 41 lAmtoneVRancarch and UmOripmcrilll wmhl 11hTnut 6va not exceed 4,014 square fm -per uric; P"ded 11141 lire Utm J100T Am Of IfW cistittilislataiermi may "cud 4,pott @q=tv it,-cl per sto Jty spatal tyx*lon r44*oyvJ by 11n: hNI-Jair 4S RtuyuhU,.Wulm -nuOr aftm Of (It'! rom 00 r ati. ht ret11PdrvI%PftAld0d1b11IhL 9 11 'U I)f I try *P"12lCXWP1I17ffl R"Ovudbythe lvardof vt ii A d=n M tm 49 Aotag&A WOO flOOT 4AW Of M 9 1 bil Id I wrwrA 4 it4twrc feet MIC, providela IW illw greats finor km ni'llix may ex=J A 000 iqw,� W per tilloby xr4cial txcoplim uMroved ihc boarWirupowiRms. 50 0rjv&,AbrwiuUh MAendows (Xfom= 3 160) (Addod 3-2-16) 24 2 214 SPAIAT USE PEW411 The fullomirig tas shall be poiwitfod by IMPWW U84 XMIT In the W district I Cornmniinl movulloll eataNighmorri moludini; but na bmilcd to sirriuwamil "Idtars, bowling al4q% poctl hulls aW dar= bollo- Sopuc lunl Wes acid ralatoed svVyi0a happilul (rqft=,C 5 111) 12=121) end =wUnIaltoils IMUMI"I till ramulw4jitfefflJoes 112) 9 tpnloa "Oh *a m olilimija paNitlod In this imlion, usaii pivillitiod it, N00011 18 0, fltAdWill R-1 3, in cAymplinum vMh regulations Not thrill therein. 10 lCminvermal kc=IN - indoor n* ire fermi 51 11) 11 Stand4drind parlart; and 412,1141) 12, 5.2-16) 13 limas MmW by tig& rat scrvad by publw wider, involving r day p Um =rdod by rlliit� toil wyW by public sow. hundrW (400) giill= per lite PO M&D , inytilvin anticipatint digcharVtif AftUs: Othw than d0mctlz wvW, 14 Witwhoulm ravoll," = pVm1ItW 1lrijjur omMon 24,21 Imicrom 9 0)< 13 Animial sWw freforenot 5 1 11) 16 r1a III pumnird wirolen vim fitwITUR (ri-IfergAce 4 140 17 1" sbom, The owwshvill provide for imaddlitioral wry timmi fhxft jut on the irvinwilder of IMP ,07600-0043-0550,art $Uwn on, llw CqnqW,144 frillut, In cor%inctam Wath impruyviianti shown on the first Aw0a(c P1111L * 4 All jaMsilt tale WillrovOntnU 111141011-311c IDIVITiVOInt"Is Acill vwtl It' M~ "'Aft" I" ogrctig ter ;301 sbwA Aown im %e iCcrttxpival Plall shall be completed prnr 10 the 3IT51 mUricalcof o"llptintly, 110vidad that arm off-alic imffic inqnventork glitYwit on the C04=001 P1411 �11&11 ra bu requireditf VDfYf delcirminax thm thu, p2iticular oMsha tritiTir, improvomiInt is nut mquirtd. 3 %) Deed of Dedicittion and Paomew imil 11A tit Sale dried April 20W,,moTdcdmjhe Ckyj a 0MA:e I�rjhL Clecul, C,DUA of Alticirlarig County VirgInuit in DMd Hmk 1580 pages 497-Us ("huNoratnt') owts gmutodl an rmaricilt to the Comm) of Albeirturlo pixiviJ, MB act.'ess Dw-v the Piporty ito the Cawy it Gmniwa) TnW A. In zfttxm: to time niu-ning mquir=mils of thv Albemarle County Architeclurel HMm firiard mid %witm 12 ?,Y of the Alfhvilairlt County Zoning 0i'diflalfte. 1110 owner shall provide u wgemd Nffer for the parpmo of Awftaing the de'vloprmml from the Gm=ivil3 Tmd atumn an the Conceptual PIRMT1111 %WlAted buffet ftil bL provided in a mam-r=ntivient with Soohan 12.7 9 of Ilio Albmvle oiaj atihimm gild tho l4ndv.WnS alittil bo shnym an Ow- final inle Mari mW jreaullod u pan ofanv emawinn "vm an the firiol s* plan for *Volopmont offt "M 13 Thg owort all ll citinitrild a vchwullar and pedealman tratvi imv V* I ravel Will, limin gic pwpotied jlitrking area to IW o* of the Orwriva) Trull in 2w apWIci=ic lmtuiaw sha%%ii on The Concopilual, Plim. The Ttvivi U ly -hall 154 comtiuml to T=I C.Bass A (WIN, Inglawn",o mW iii-ti%9ftrod un path) stamUrds 'be shown (m the ft &A site Nu and im, laflodby the OWW in COAM49111 iMlh ft imlloovamenti; Ahown tilt the first tidal sate pW appmved for dowlopmenT of Ills htittity I'lle Trawl'Way aball boo nwinlairwd by the Owner C '10 IN exhnit T)w locuilanof (Ito "rinvell Way 01 flak, ( oaftinvul PIM is I)loiltwSlont vith thin loeXtow thowri an Ow hatcumt, Jut 0�-Alntf OW4 91 its 6010 WIM19, ToWe &*J trireme an ummuland #0=1pallyinli guilimVill Plat, if ngcculll?!Y, in 0 forM AMfliliblii to the C&)Unly of Albermla tO grlf= ft 1001141011 Of the RIMUM 6 The Oww"I ocloatod wit "f rillutgrialam Hui1,dmgsA,l3 uniC, malinman ft Cmtpta illam, thin we non-milective r&li tom or brown stow volom Ant Out am It 212=17fil ficrOrd walla ilm Wonumho v.w-* sim:11 giWollnes as promulgitted by itic Ilums Juffumm foutwobeit 7 The owwr shW1 pywli:le for bicTolauct%ii to the Property by ncluinnn of bicycle hinis in Its mopoyments to ille ftnifist -r)i efil. The hicyAje lvmot shall N �howa or the Aml Annl wic plan W'd ITIAMIled by lilt (X11vt in cwunationmth -am lirpmveltentit libliwn on t1w first final site plan approved for davidopment of the Pwpaly 2 14W WAW L IN Owar 4hfill WWI .10 MPVWO to ft CaMlY ror the "Pruttlivc Trill Ccum*011W a ohm on he comepuat nm qmAw that ft awl aromment in ilia County nuly jac]Waa pniN�jlw in which tM Cowly holds ft 08viliff lh=rhu N pmvi4od in Viq;Wa Codo § 291401t) The twatill, dull be givattl within 90 days of fl t C:ouniy 1; reWal for ft lid aseniviril. 'Me Nrithive Tml Conrmtion iftil be 1br podedw!aacm only Said Whall be omk=tad to mom Cias fi (Phillitive matife owl) lilandots him"Vd"00 with She Co"Wy 5 0"lin Slandnr4s Monvill The ft, mitive 'Trail Commiion aball be shown m the IfInt finia thio plan grid immllod by the E)%,ncr in carjutiction with (ho imWwomentli shown on dw to finfil Mlt PW uPPr0t%A AU &V00111119111 of-11M Nopany 11w, ?mItivo Troll Conwalwo shall hLimmffl"t big thi.- OMOY, howaVer al its discmion, the Cmly may "Mu "viterm)a ofillu Prilingivo ITaN Corlixiton by influrming &mw in wnwW Th4l it Will lake ovw malitwom orthe Pnmlh%v "hall conn"Ilan OWN L. Kits bdnraasiler TR Or, WROINIA CM=U,NTV Oil ALSLIVALF, itmvit `11W Lk Cr "2016, h% E. Rvidall "son. B4 milioapt of I C, a Virginia hirlsod liabihim4laWy My CoinInIgfiWn%pIP" it -Pojj- PIC A P 1)f N"u) A4vlrulipa Nuima MM1101,01" I COUNW.017 ALUOVIAnE Department of Community Developoacut 40i 14datim Road, Room 227 Charloft;S*jIle, 'Virginia 22"2-4.596 MwPiratic (934) 296-5832 Pax (LI 4) 111;-1111 May 30,2608 Katursh S. Roell 172 South Paritops Drive Qharlottesville, Va 22011 RE; SP200700063 e Street Developmenit -tax Map Parcel 76-66A and Tax Mapi Pamel 7611141 -1 Dear Mr. Roell: CoU6tyLSGanJ QfLSUpeFVjaM took action on SP #2007-00068, On May 14,2008,theAlbernarle in Sir' Development to allow a special u" 1permit for fill in theLfioodpiain on Tax M. ap Parcel L 76-56A and Tax Map Parcel 76MI-I In the Sooft,ville District. This special use permit was approved based on the following conditions, 1, The fill in the floodplain shall be showni on a site development plan andsball bel in general accord with the Toriceptual 84te Plan,'dated JanuaryL8, 2002, andrnQSt recently revised,on March 10, 2008, e*c ep t as may be modified in order to meet the requirements of the Courity'sWater Pnotection Ordinance, as determined by the County 21 L The County Engineer's approval tit anierosion and sediment control plan; 3, The County Engineer's receipt of proofFof compliance with Federal and State agenclas regulating activities affecting wetlands iand watercourses. The applicant must obtain A map revision, a letter of map revision, or a.letter of amendment as.required ,from the deral Emergency Management (FEAM) and grapy the County Engineer on all correspondence.; 4. The County Fn9ineer's approval of a miitigstlon pian outlining mligation. measures for an L a roac hMents into the stream buft'er, and 5. The County Engineer's L approval of computations and plans documenting changes to thQ noodplain, Computations must demonstrate compliance with Sections 303,21,2.. (verification of limits of floodway and flQQd I Woyfringel and 30.3.31gerieral requirements L for flood hazard overlay districts] of the ZQning:0rdinance. Plans must show the existing and proposed floodplain bwndaries and elevations, Please be advised that although the Albemarle County Board of Supervisors took, action a I IT the project noted above, no uses on than Property as approved above may lawfully begin until All applicable approvals have been received. and conditions have been met This lncludesa * complianco with oondltlons of the SPECIAL USE PERMIT, * approval of and compliance with a SITO PLAN;, and * approval of a ZONING COMPLIANCE CLEARANCE. N WERIDIANI '1-ANNI*AT I tf A1q"e'rT1flfv Folef)" twiWWA4, tIANip"01 JP)44A&MZ 1, ��A'l - f V my 21 chm"i4AW W NMI -I A-0 Ngi hail'; w4 rra 4.001 Arl. PP I 44M Owmiff fos namsave Aa,pa JIM 9 1 AM li~ P" #"Ji #Wn Affk0tat' 7W18-JJA mr IVFA AMM, M 92*-wt . 4,411 jpt mp u,J, tr tg I -MMN JA XVF,�UX MA, 4ti A) , Arm v rJ* .41 lfmrmk 5* rig7.0 11AP qIW? N&xt I AM 011MVIt IV pj, In the event that the use, structure or activity for which this special use .permit is issued is not commenced within twenty-fayr (24) months from the date, of Board approval, It shall bedeemed abandoned and the per mit terminated, The term "commenced! means 'construction of any structure necessary to the use of the permit-4 if yoq have questionsor comments regarding the above -noted action, pfeese do not hesitate to contact Sbe"i Proctor at 29M532. Sincerely, V. Bayne Cilimberg Director of Planning Cc: 64 and Fifth, LLC 109 Robinson Woods Chadotte8ville, Va 22003 Morris Creek Yacht Club 1-1-0- CIO The Olympia Corn paniI es 200Fcre St Po rtiand Me 04101 EmailCopy. Tex.Weaver; Chuck Proctor; Sherri ProctorStewartWrigbt File ATTAQiMINT A 241 MMITtED USIA 24 2 1 11Y RJUITl TV Wowing tam " be pemutW In any IX 41wirlat, subjed to the ikIVIlicable mquirmcrils of this Wtupw rho zoning admilimanav after eonsiduawn walk the director ofplAnnint; gridother alWiViule affliewip, moy p=rui. &A a um by night, a use not tipocifically pcmiumd, pirmiled that with use saint he stmilar to us air pmnitted by right in pneW chafmicr and inurc xp=ifimlly similar i n urna 04,10=0TW nmulmsaxils, olizational cuructimatics, visuall lihNet and traffir, ggriarubtim Apn[K from the mrang adnlnuatratoils ideas cm AWI W as vaierikIlly pmvidtd in oicalion 34 I Avtorrv&W Wmdriolt, 2 Aulo-MOW, it trutik raNIT sbopiI 120) 4 NlWmV amtevols tales. 5 01=1101�, uwntivnw 6 CttibL lod#cs Imli3vim 5 102) 7 i rdilamiarwuichnwonto trade abovis, 9 reetwy owei sales - aid us and iubw 10 i-ca and "Vd Aorta; WMV= I I M) 12 Fn 0,01 nPliher Alen acurAY KeducK Was and aurvIce, 13 pirit end rewo squad "llom (rdwance 3 t 09) 14 Pon=] bom, I i FMIIM #Mu. 16 Food Und #fnNTY #Uwa jinilading SXh speWAIlY Ahtim 49 IWI(OfY, CIM4, 1114 dIMPUTIMIQ Aral wille WWOMMAWL 17 Hom and buslum sarywA swill os gmitiWit aare. olaoirl& tact =%b*1W& lknd*t*Plhl and 01hur mpior aW umvianum wyim 18 HWJWSM 19 UtqAWadli-3-81) 21) 11oldis, nwhAs and InnL 21 1.10 WAPAIIKWII#„ 22 MwAtincry and equiptucill sales, wymc antl Tantlitl 23 Mobile hane and trailer am and mvk& 24 Modular budcling nk*r 25 Mow valuvic- salm zerwc* OW ittntal 26 Now maoloative parts Wa. 27 NcwvpqwpubIAW.r*. 29 A*WnixtrOve. bunaw rind pm2WwW 4fllees, 29 Mae and tugmas meahmim atl4witod nomm. 30 latta's ZMANWhrrival, fm iwd restaurants, 31 ftelall num"M and armillouns, 3Z U10 nfmivar mrMilowl VqUipmum and Whitim 33 Wkwuic mandx - valp4ableii lind agnrultirmt p;Wutx- fWmiwe A 1 19) 54 WholouladuttriWilari 33 Wjt0t, JIQAef, W-WIW Mid dMinbUtiOn &WIMIUL COMMONWEALTH of VIRQINIA DEPARTMIENT OF TRANSPORTATION JWJ0Mn90P4W "atlef; A. Kllpatrirk, P.E. cumw6ssloner January 6, 2017 201 E. Main St., suite M Charlottesville, VA 22902 Attn: Bill wuensch Re, Yh Street Commercial AM-E Approval SDP-2016-00056 Dear Mr. Wuensch: The Department of Transportation , , Charlottesville Residency Trarisportation and Land Use Section, has reviewed and approved the above referenced AM-F- request conditional upon the extension oftlic existing left turn lane to standard 200 it. storage and 700 ft. taper dirneosions. Please include this approval letter on the final site plan. If you have any questions you may contact,me At (434)422-9782. +V-'-- A re, PX Area Land Use Engineer Charlottesville Residency Vif9iNaVQT,or9 WE KEEP VIRGINIA MOVING VH IR; ACOTT R. COLLINSZ Lic.C- No. 035791 -01VAL