Loading...
HomeMy WebLinkAboutWPO201700070 Plan - Stormwater 2019-01-25U C N N O U 0 a 0 c L O _ N E + T O 3 E U C a) 0 U O O O 0 a E Y T C 0 0 + n 0 0 0 a 0 L O L + v c L 3 0 3 C a a 0 a 0 L 0 0 0 23 L 0 a L a 0 U 3 LO + c U C 0 U C L L 7 C, U a m L + L 0 T O N C N U L a + C E L C 0 L + C N N L Q .N 0 U) a O U �o Q� rnU) _TL LO Q I L , I I __J d I � -Q Q o� a zl a co' , �I I �i Cd Q m I Cn I Y �I LiJ Li L�J <II _ t J 0 `I I Q 07 w U 0 Q F-- LiJ m LL. U )- [if LLJ LiJ Z D -D > g (/) O of V) M a- V / c) v) FOR INDEX OF SHEETS SEE SHEET 1A THIS PROJECT WAS DEVELOPED UTILIZING THE VDOT'S ENGINEERING DESIGN PACKAGE (GEOPAK). GEOPAK Computer Identificotion No. 105806 A L inD 11E.IMAR- E OOUNTY CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEV D BY PURCHASING 0.78 LBS. PHOSPHORUS PLAN AND PROFILE OF PROPOSED FRO XXX NUTRIENT BANK ON XX/XX/XXXX ALBEMARLE COUNTY VSW APPLICATION #: WP0201700070 --'HWAY ALBEMARLE COUNTY FHWA 554 DATA 5HO28 Naoxffal STATE r LULKHL HIU I J I /H I L SHEET PROJECT I ROUTE PROJECT NO. VA. BUS. (NFO) 0250-002-R98 (SEE TABULATION BELOW FOR SECTION NU)VBERS) FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA URBAN OTHER PRINCIPAL ARTERIAL -UNDIVIDED - ROLLING- 35 MPH MIN. DESIGN SPEED F r : 0.22 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS To: INTER. WITH OLD IVY ROAD (ROUTE 601) ADT (2017) 15,400 VPD ADT (2042) 16,800 VPD D HV (2042) 1,720 V PH D W (design hour) 687 T (/.) (design hour) /% V (MPH) 35 MPH MIN. DESIGN CRITERIA STD. GS-5 DESIGN VEHICLE IVY ROAD = VV B-67, ENTRANCES = SU-40 ROUTE /l l;BUSINESS L ��,�- ��/ —j� r SEE PLAN PND PROFILE SMEEiS FOR ACiUPL HORiZONiAL AND vEFiVERTICALCURVE DESIGN SPEEDS FROVoo 00, 0 ROUTE i�'iOJ iBi/�,.�_ PS&E PLAV/0 OF INTERCHANGE DECEMBER 21, 2018 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR 00o 0066 V/0 E0 OF INTERCHAIVGE ROUTE 291ROUTE 250 BYFASS ANY TYPE OF CONSTRUCTION CONVENTIONAL SIGNS $TATE LINE ................ (.`OUNTY LINE - 0ITY,TOWN OR VILLA(3E RIGHT OF WAY LINE FENOE LINE - - - - - x X UNFFiNOED PROPERTY LINE -------------------------- fi FENCED PROPERTY LINE - - - - - - X�x WATER LINE ---6W--- 6ANITARY 6EWER LINE -- (3Af� LINE - 4 G - - - EL"P,I( UNDERGROUND 'ABLE _ E — TRAVELEDWAY -------------------------------------------- - - - - - - - - - - (3UARD RAIL ---------- RETAININO WALL ----------------------------------------- PAILROAD$-------------------------------------------------- K BASE OR $URVEY LIME -------------------------------- O O � O LEVEE OR EMBANKMENT BRID013A....................................... (ULVERTS................................................... - - - - - - - -� DROPINLET ................................................ -------- POWER, POLM5............................................... t F t t t TELEPHONE OR TELEGRAPH 1 OLE$--------------- TELEPHONE OR TELEGRAPH LINES HEDOE T/Tg — TREE$........................................................ d p p a Q HEAVY WOOD$---------------------------------------------mmr_1^mm (;ROUND ELEVATION .................................... DATUM LINE q (3RADE ELEVATION --------------------------------------- DATUM LINE �I THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY AS AWARDED, HAS BEEN SEALED AND SIGNED USING DIGITAL SIGNATURES AND THE OFFICIAL PLAN ASSEMBLY IN ELECTRONIC FORMAT IS STORED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY, INCLUDING ALL SUBSEQUENT REVISIONS, WILL BE THE OFFICIAL CONSTRUCTION PLANS. FOR INFORMATION RELATIVE TO ELECTRONIC FILES AND LAYERED PLANS, SEE THE GENERAL NOTES. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT. THIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DEPARTMENT'S 2016 ROAD AND BRIDGE SPECIFICATIONS. 2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA �IORK AREA PROTECTION MANUAL AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITION ED AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.11U , EXCEPT WHERE OTHERWISE NOTED. THE ORIGI AL APPROVED TITLE SHEET(S), INCLUDING ORIGINAL SIGNATURES, ARE FILED IN THE VDOT CENTRAL OFFICE PLAN LIBRARY. ANY MISUSE OF ELECTRONIC FILES, INCLUDING SCANNED SIGNATURES, IS ILLEGAL AND ENFORCED TO THE FULL EXTENT OF THE LAW. Survey Date and Information Horizontal Datum Based On NAD 83 (2011) Vertical Datum Based On NAVD 88 f Survey By H&B Surveying and Mapping, LLC 49 Operator RMB Date 06 - 03 - 15 Scale 1" = 25' Last Field Verification : April 30, 2017 r \`\•�\ if 0 rl r \ \ 1, f /- L,�• �� 0 also II�II 1,� RAMPo � `/ way 01 aa2-,49 60 Q) I I/ zl LiJTF� r3B 1 YIVY B S�NFS _ �p an �" / OIt / / 0 Q SCALE �aa ( 0 3'OU 600' ��/ CO. _ 7 � / �\ ` o DESCRIPTION Population Albemarle County 99,014 (2010 Census) Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER TO l cy��ti oCO�T E \� cyq�`oT o r � Goo-�FSLi/F ce o STATE AID TYPE UPC EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING BRIDGE TYPE PROJECT SECTION PROJECT No. CODE N0.FEDERAL BRIDGES) BRIDGE(S) PROJECT PROJECT DESCRIPTION FEET FEET MILES FEET MILES NO. N0. 00 PE-101 PENG 105806 1878,73 0,356 1878.73 0.356 NONE PRELIM, ENG Fr: 0.30 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS To:0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS cv RW-201 ROWA 105806 1784,59 0,338 1784.59 0.338 NONE R.O.W. Fr:0.32 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS o To:0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS CD C-501 1000 105806 1878.73 0.356 1878,73 0.356 NONE CONSTRUCTION Fr:0.30 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS Ln To: 0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS CD Project Lengths are based on _ _ _ _ IVY ROAD (ROUTE 250) COIV STR. e _ _ _ _ __0 TIER I PROJECT LOCALLY ADMINISTERED PROJECTS __________ALBEMARLE_ COUNTY__________ NAME OF LOCALITY (SIGNATURE) NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) ---------------------------------------- RECOMMENDED FOR APPROVAL FOR RIGHT OF )NAY ACOUISITION 6/8/2018 JACK M. KELSEY DATE TRANSPORTATION ENGINEER (SIGNATURE) ---------------------------------------- NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) --------------------------------------- RECOMMENDED FOR APPROVAL FOR CONSTRUCTION ---------------------------------------- DATE JACK KELSEY,PE Copyright 2016, Albemorle County PROJECT SHEET No. 0250-002-R98 1212112018 KARIC-CIV\113038 - Albemarle Cty On-Call\20-lyyRd\CADD\REF\Sheets\dIO5806001.dgn 0 U 0 a C 0 C L O x T E Y O t 0 + 0 3 a v U C N O 0 O U a C O C 0 E 0 0 + a O 0 O 0 N O L } O C } at 3 t O L + 3 C c E 0 w L t 0 U C L 0 L E C C O 0 O O O O x L 0 a L a O 3 L U 3 0 0 0 O S a w U a N L 0 T 0 c O U L N 0 E t 0 0 L + L a 0 + U C O U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-4501 S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY BRIAN_MCPCTCRS, PE_(KIMLEY-HORN)_ DESIGNED BY KIMLEY-HORN &_ASSOCIATES.INC------------ SUBSURFACE UTILITIES BY _______ INDEX OF $HEETS LOCATION MAP COUNTY O- ALBEIVARLE W� °¢ o tEaRFs s� 601 :� Jack Jo y L 65 aP YN 09 SEE GRID G3, G4 �SILLHEM Dn AlbemaHS E 00 Sapd . 1 HESSIAN HILLS WAY ■ IVy K Qo ¢ 00 nr �( R f 2 HESSIAN HILLS Clfl 3 HESSIAN HILLS RIDGE Cr8ek - o ONH'!EA\t ^ 4 BARRACKS PL 5 BARRACKS CT R,IO a ¢° RD Fl CPEEK 0 b CCRO�EEST o �0- 5E` fF9mf �'' .p lF9oE'Q JEFFERSOf WINE STI ogOy o¢ M LFIELD NTVUEQ,�y @° 40yypRT FS Q TERREL: �p C REV NARD UH H0 D,9 °Qyti M ryy0i RFEAP(TONfC °K y / Farm" .. S o o -"O A49.(• 0 S o¢ o �° \A J re Fq SUN V CC �QO r7Cq VApiR DR Oa ° o S 5 o IIII 4A, J f'd �. �bS z OA O P Ctr GIBBET D°\0 tp = \� 1 O i �L� ? �SyF 00\\� _,:_ aac�SO° VOJ2v CULuYaNADES °Oy4 z a , m _ Plaza „li Q s o CANTERBUR' Qo e° s 3 �''�F OQ° �� �� ��� K oger ♦ PQQ LAKE qD HILL Py,\`oM0l/ Ctr O $p ,faint!S WOO o ylOy aF /�mF \ 1CgY R 9 0pN0y� yUq FRANKU Qe c q Z FARir 1 yErOHTS CT T�� y�i B fieldLoWer ` SEE °tON NlV \ Y 0 t opyo` lA MAP `+ o= GBart DR M: D e bpo = oa o y 1soD �� FOR ENLAR6 � ( PRO 855 g � 0 S 9Gy a � � p A1pV1500 09y 5 CTR as � � ¢ ry ° �pt0 /�• Y o x A ON 90 R/ 99Y pD�00QrOFH p � , O ¢ C99 ¢ PARK OFC `c°�1 'Ad a 2 P Ctr RRUCE CONDOS O 0 _o / aiv uN o / p611�1 "'iFCipR S .. OUR BUS % i ,yF CGCCiq C ys 9 O y BEOFO R O W/ 9 P JyO c Olp yh I R O 29 s I/VC T ° L % / QJW o OQ , PEYT !p0 YOk� qOH d1b \ OXFp $ Pa ysro2 o r Qoo�� Ro�yF Fay Birdwood • ��%° RD •Y RU BY W g / \ hl Wa°�gy 8 Sho s Jo1�es °q4 T o 6a0r W A .rVr al FOCF 90/y oy ,� t_ GC - yea Univ s P?� .. O F Aren �9` ocF a ` ,ya°°y v�, QO g wEsnv Un' VA t S r Hall a rG �o COY NE�� BIB ARDWOOD I CF oo s EONAM o 0 Vis fo p ..: Bnai B H• `c, / °" '^ R\. 1 �iZ AVE 1601i C `�' 2a Y - F Un ryc i GGg E�y 9 AMHERS7 a' ST yy11 rr so 1 PP�C 1 O 2 F. r�� y. " S\ O � g 4 ��ison N�rIey.. M O r 29 fAt `� 1 o $Oo�q� R0 \ 9y9N �0 p y° �F Bahl Ir• 8 - °°% Q9 lye CF O9 OmaS ¢ /g /Cy✓ .7 p �' $y ry ti T _. °SO DffR ptHx p O E S1$ C MC CORMICK c,p a ROTUNDA '' '� ♦� l RID D E12 NPQO Ra� -� -�-_- _ ---- MCCITC1t�/ ,ZO !O ST (A '• 1 CATALPA _ 2 CATALPA CT 3 TUPELO CT 4 TUPELO TERR RIDGEDR I = HI / g o 2 �\. 9 N '\ OROPyy.. S L MCCGi $ Ott StadiU HEAD ci qg / s H l�l p Observatory 5JEFFERSON 6SILVERSELLTERfl 7 SILVERBELL CT (DaYI it R ST i C M p�ilamsO IR. T(y�0 e2, '- �1q�4 ESTp S7 B WATER OAK CT 9 LACEBARK TERR o I % f0 F ° eId) O ° ,q� J _ ¢ S /� .. N ST Arn ILO o p l "' W ' g0 q( f( lE fVq i3 U C. N G H A P!Y R t`TO I gySy F q S p J 3 (0�J. F /� 4 t g T 1� 6p0 sT O GROVE { US 5 m 3PRICE A � yOyCl f0 F ST z. 7 .ram � I s HO i � m - i pS `F pa\O HAMR K \ Ot P St r P � ■ � ti= Gi H L RO p`Lb' 4`�' NDR e E ' Ei"e "- t 3 o ti o A Do A Q9 HpM P tEo °A° E IL4S—A 0 ler Part a 'q0 F �riai�r y ya 9 o AVE E Qs,9 70 oi�TAi pC1 A- v 1yJ AYMOND A .�� QQ,\ TRAILRIDOE ROCK Q° ���/iF tE Hills �Kiy 40 EMCH S°MHO ; I yLL o 18n y0 F \ moo QO QO ° / 63 / ly/ $qVf S1P Eyt I! �S/[f 7 Q' hnsoo j PESTMO E$ � E)'l9y/, \fQ or IIEY /Jp. Q �. IDLE 9 Cp ♦O 09 Exl LE FRYS ,�°.m,A... NO � pyE. ca { 7q7 ¢■ ., }} 0 1 $o qVE 4q F.O p0 QOya 00� ST Sy��O vm O !ems i�°P �11 ree N GAP Oa pRKi ¢ `F �C'i!V ST Arena ✓qa s LA k E VIL vE h VIEW' ParkRKSIDYF ° o � N,,"CHPfLOTTESV L � •1yJ• OQ' � o PP1 O 9. �'�i 11 � t 0 N P NARK\S 2p11 ° e¢ 4: .9? RRCEOARWOOD l �c. Q� O,V l O 1\ 5 P'(A /4 Lf J°P �°p TROOST 'L 'rv) 3 11 d Sll 21 goti0p ¢ ELEt fl0 i � 'i! ti C \OE' nz q/ 9 \`Y �o o a hb Sa �f WNOIN 29 CS 0� SHERW a FAR � �O RIDGE RD JEFFE rn D G- .. E ✓ _!= ll N DDIF m„ N � OMOS �� ,r 'LLQ F rye �, \NT Q Sl A- '�O co q p, R ksoR- a Sqn ES Sh0 g I N IN re FO OR g RO CIR L 'Cz Y -AO S O� G Pq� c GO�lt Ot- lq ll� RO �5 G0 0¢ O� ¢ 5 �p1N LPN Og\\E in min �c 'Ply C d o � 4p' y. ' J` N - A wA, ` O ¢ pl 4 Copyright ADC The Map People Permitted Use Number 20912196 SCALE 0 2000 4000' DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC SHEET NO. DESCRIPTION STATION S MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION I TITLE SHEET IA LOCATION MAP / INDEX OF SHEETS • IB RIGHT-OF-WAY DATA SHEET AND DEMOLITION SUMMARY • lC REVISION DATA SHEET • ID SURVEY ALIGNMENT DATA IE(l) THRU IE(2) EXISTING STORM SEWER AND SANITARY SEWER DATA IF CONSTRUCT/ON ALIGNMENT DATA • IG(U THRU IG(8) TRAFFIC MANAGEMENT PLAN AND MAINTENANCE OF TRAFFIC lHn) THRU IHr2) WATER QUALITY AND QUANT/TY DATA SHEET • ll NOT USED • lJ UNDERGROUND UTILITIES TEST HOLE INFORMATION SHEET 2 2A THRU 2B 2C 2D 2E 2F 3 3A 3B 3C 3D 3E 3F 3RW 3BRW 4 4A 4B 4C 4D • 4E • 4RW 5 5A 5B 5C • 5RW 6(l) 6(2) 6(3) THRU 6(5) 7(/) 7(2) 7(2A) THRU 7(2B) 7(3) THRU 7(5) 8(/) 8(2) 8(3) 90) GENERAL NOTES SHEET TYPICAL SECTION E&S CONTROL AND ROADWAY DETAIL SHEET ROADS/DE DEVELOPMENT SHEET RADIAL OFFSETS DATA DETAILED ADA GRADING AREAS ROADWAY PLAN ROADWAY PROFILE ROADWAY PLAN ROADWAY PROFILE EROSION AND SEDIMENT CONTROL PLAN EROSION AND SEDIMENT CONTROL PLAN DRIVEWAY PROFILES RIGHT OF WAY PLAN SHEET RIGHT OF WAY PLAN SHEET ROADWAY PLAN ROADWAY PROFILE ROADWAY PROFILE EROSION AND SEDIMENT CONTROL PLAN DRIVEWAY PROFILES RETAINING WALL DETAIL SHEET RIGHT OF WAY PLAN SHEET - IVY ROAD - STA. 118+00.00 TO STA. 124.50.00 - IVY ROAD - STA. 118+00.00 TO STA. 124.50.00 - IVY ROAD - STA. lll•50.00 TO STA. 118.00.00 - IVY ROAD - STA. ll1.50.00 TO STA. 118.00.00 - IVY ROAD - STA 118.00.00 TO STA 124.50.00 - IVY ROAD - STA. ll1.50.00 TO STA. 118.00.00 - IVY ROAD - STA l/8+00.00 TO STA 124.50.00 - IVY ROAD - STA. ll1.50.00 TO STA. 118.00.00 - IVY ROAD - STA. 124.50.00 TO STA. I31.00.00 - IVY ROAD - STA. 124.50.00 TO STA. I31.00.00 - ST/LLFR/ED LANE, COLONNADE DRIVE - IVY ROAD - STA. I24.50.00 TO STA. I31.00.00 - IVY ROAD - STA. 124.50.00 TO STA. I31.00.00 - IVY ROAD - STA. 124.50.00 TO STA. I31.00.00 ROADWAY PLAN - IVY ROAD - STA. I31.00.00 TO STA. 137.70.16 ROADWAY PROFILE - IVY ROAD - STA. 131.00.00 TO STA. 136.51.65 EROSION AND SEDIMENT CONTROL PLAN - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 DRIVEWAY PROFILES - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 RIGHT OF WAY PLAN SHEET - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 DRAINAGE DESCRIPTIONS DRAINAGE STRUCTURE DETAILS STORM SEWER PROFILES SIGNING PLANS - INDEX, GENERAL NOTES, & LEGEND SIGNING PLANS - SIGN SCHEDULE SIGNING PLANS - SIGN FIGURE DETAILS SIGNING PLANS TRAFFIC SIGNAL - INDEX, GENERAL NOTES, & LEGEND TRAFFIC SIGNAL - SUMMARY OF QUANTITIES TRAFFIC SIGNAL - PLAN PAVEMENT MARKING AND MARKERS PLANS - INDEX, GENERAL NOTES, & LEGEND * 9(2) NOT USED * 9(3) THRU 9(5) PAVEMENT MARKING AND MARKERS PLANS * /0(U THRU /0(5) UTILITY PLANS TOTAL CROSS SECTION SHEETS 2/ (SEE CROSS SECTION SHEET NUMBER l FOR INDEX OF SHEETS) INDICATES SHEET IS NOT INCLUDED IN THIS SUBMITTAL PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARlC_ClV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806001a.dgn 0 U O 10 a 0 c L O _ T Y O T 0 0 3 a 0 .o a 0 0 E Y 0 0 0 0 0 0 0 .L O I 0 3 0 .3 E 0 C 0 0 0 0 E 0 0 0 n 3 U 3 0 U 0 0 a a U U a L 0 T O 1 U 1 E L 0 0 L 0 0 10 0 U 0 E Q U 0 "L P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I ---------------------------- SURVEYED BY H&B_SURVEYING AND MAPPING LLC ________ DESIGN SUPERVISED BY BRIAN MCPETERS> PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN_ &_ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION # 443 In Pl. DI Grote Top = 550.25' Inv. Out = 546.84' (l5" CPP to # 442) # 442 In Pl. DI Grate Top = 551.56' Inv. In = 546.38' 05" CPP from # 443) Inv. In (A) = 539.4I' (8" CPP Approx. Direction) Inv. In (B) = 539.40" (8" CPP Approx. Direction) Inv. Out = 539.34' (l5" CPP Approx. Direction) # 444 In Pl. DI Rim = 555.32' Inv. Out = 549.39' (l5" RCP to Endwo/l) # 444-A In Pl. l00 LF of l5" RCP Inv. In = 549.39" Inv. Out = 538.70' Top Endwall = 540.94' # 445 In PI. DI Rim = 551.83' Inv. In/Out = Inaccessible Top of Sediment = 549.75' # 433 In Pl. DI Grate Top = 563.29" Inv. In = 562.7/' (3" Iron Approx. Direction) Inv. In = 559.54' (6" Iron Approx. Direction) Inv. Out = 559.42" (/0" Iron Approx. Direction) # 434 In Pl. DI Rim = 567. 46" Inv. In = 557.98' (24" RCP Approx. Direction) Inv. Out = 557.84' (24" RCP to # 435) # 435 In Pl. DI Grate Top = 558.22' Inv. In = 555.32" (l8" RCP Approx. Direction) Inv. In = 553.29' (6" Iron Approx. Direction) Inv. In = 553. l4' (24" RCP from # 434) Inv. Out = 553.I1' (24" RCP to # 436) # 450 In Pl. DI Grote Top = 558.71' Inv. In = 557.20' (3" Iron Approx. Direction) Inv. In = 555.45' (l5" Iron Approx. Direction) Inv. Out = 554.63' (l8" RCP to # 435) # 436 In Pl. Storm Manhole Rim = 553.57' Inv. In = 545.47' (24" RCP from # 435) Inv. In = 545.47' (18" RCP from Conc. Headwall) Inv. Out = 545.45" (24" RCP to # 437) # 436-A In Pl. 89 LF of 18" RCP Inv. In = 552.45' Inv. Out = 545.47" Top Endwall = 554.77' # 437 In Pl. DI Grate Top = 55/.55' Inv. In = 548.4T 05" RCP from # 438) Inv. In = 545.57' (24" RCP from # 436) Inv. In = 543.45' (18" Iron Approx. Direction) Inv. Out = 543.30' (24" RCP to # 45/) # 438 In Pl. Storm Manhole Rim = 569.82' Inv. In (A) = 565.34' (8" PVC from Roof Drain) Inv. In (B) = 563.71' (8" PVC from Roof Drain) Inv. Out = 559.49' (l5" RCP to # 437) # 45/ In Pl. D/ Grate Top = 546.25' Inv. In = 540. l7' (l5" Iron from # 441) Inv. In = 538.22' (24" RCP from # 437) Inv. Out = 537.45' (36" RCP to # 452) # 44/ In Pl. D/ Grate Top = 548.35' Inv. Out = 542.72' (l5" Iron to # 451) # 452 In Pl. Storm Manhole Rim = 542.68' Inv. In = 537.26" 08" RCP from FES) Inv. In = 536.83" (36" RCP from # 45/) Inv. Out = 536.62" (36" RCP to FES) # 452-A In Pl. 166 LF of /8" RCP & CMP w/ FES Inv. In = 542.61" Inv. Out = 537.26" # 429 In Pl. DI Rim = 575. 41' Inv. Out = 57/. 26' (l5" RCP to # 430) # 430 In Pl. DI Rim = 566.95' Inv. In = 563.43' (l5" RCP from # 429) Inv. Out = 563. 05" 05" RCP to Ditch) # 430-A In Pl. 4 LF of /5" RCP Inv. In = 563.05' Inv. Out = 563.04' # 428 In Pl. DI Rim = 566.99' Inv. Out = Inaccessible (Full of Debris) to # 430 Bottom of Structure = 564.21' # 43/ In Pl. DI Rim = 561.67' Inv. In = 556.94' (l5" RCP from FES) Inv. Out = 556.78' (I5" RCP to # 432) # 43/-A In Pl. 62 LF of 15" RCP Inv. In = 562.92" Inv. Out = 559.77' # 432 In Pl. DI Rim = 557.35' Inv. In/Out = Inaccessible /5" RCP Recessed Inv. In/Out = Inaccessible l5" RCP Recessed CL of Chamber = 553.43' # 432-A Rim = 558.28' Reference from Site Plans Manhole Buried # 420 In Pl. DI Rim = 554. 6T Inv. In/Out = 545. 23' (72" RCP to 427) Underground Stormwoter Retention per Site Plans Inv. Out = Inaccessible (enclosed RCP w/ Overflow Pipe) # 427 In Pl. DI Rim = 558.29' Inv. In = Inaccessible l5" RCP Recessed Inv. Out = Inaccessible 72" RCP Recessed from 420) Underground Stormwoter Retention per Site Plans CL of Chamber = 545.6/' # 422 In Pl. Storm Monho/e Rim = 559.94' Inv. In (A) = 554.76' (6" PVC from Roof Drain) Inv. In (B) = 554.60' (6" PVC from Roof Drain) Inv. In (C) = 554.56' (6" PVC from Roof Drain) Inv. Out = 553.99' (l5" RCP to # 427) # 4/9 In Pl. DI Rim = 550. l4' Inv. Out = 546.25' (l5" RCP to # 4/8-A) *4/7 In PI. DI Rim = 552.99' Inv. Out = 548.8/' (l5" RCP to # 4/6) # 416 In Pl. DI Rim = 548.82' Inv. In = 544.95' (l5" RCP from # 417) Inv. Out = 544.80" (l5" RCP to # 418) # 4/8-A Rim = 549.94' Reference from Site Plans Manhole Buried # 4/8 Rim = 548.56' In PI. Storm Manhole Inv. In = 544.43' (24" RCP Approx. Direction) Inv. In = 544.02' (l5" RCP from # 4/6) Inv. Out = 542.03' (24" RCP to # 4/5) # 4/5 In Pl. DI Rim = 547.88' Inv. In = 541.34' (24" RCP from # 418) Inv. Out = 54/. 32' (24" RCP to # 400) # 400 In Pl. D/ Grate Top = 543.33' Inv. In = 538.37' (24" RCP from # 4/5) Inv. Out = 538. 30" (24" RCP to # 40/) # 40/ In Pl. D/ Grote Top = 54/. 39' Inv. In = 537.9/' (l2" RCP from # 402) Inv. In = 536.77' (24" RCP from # 400) Inv. Out = 536.70' (24" RCP to # 421-A) # 402 In Pl. DI Rim = 541.491 Inv. Out = Inaccessible (Full of Debris) # 42/-A Approximate Location (under thick bushes) Reference from Site Plans Inv. In = Inaccessible (from # 401) Inv. Out = Inaccessible (to # 405) # 405 In Pl. D/ Grote Top = 538.36' Inv. In = 535.56" (24" RCP from # 40/) Inv. Out = 535.52' (24" RCP to # 406) # 406 In Pl. D/ Grote Top = 538.07' Inv. In = 535.33' (24" RCP from # 405) Inv. Out = 535.05' (24" RCP to # 406) # 409 In Pl. D/ Grote Top = 534.80' Inv. In = 530.22' (12" RCP from # 4/0) Inv. In = 529.42' (12" RCP from FES) Inv. In = 529.23' (24" RCP from # 406) Inv. Out = 528. l9' (30" RCP Approx. Direction) # 408 In Pl. D/ Grote Top = 537.04" Inv. In = 534.23' (24" RCP Approx. Direction) Inv. Out = 534.29' (24" RCP Approx. Direction) # 408-A In Pl. 24" RCP (Length Unknown) Inv. In = 537.34" Inv. Out = 534.04' (Has 90` •/- Bend Approx. l5' into Pipe) # 407 In Pl. DI Rim = 536.48, Inv. In/Out = Inaccessible (Recessed) CL of Chamber = 532.67' # 4/0 In Pl. DI Rim = 534.96' Inv. Out = 531.081 (12" RCP to # 409) # 4/2 In Pl. Storm Manhole Rim = 535.82' Inv. In = 533.09' (l5" RCP from # 4/3) Inv. Out = 532.8/' (18" RCP to Approx. Direction) # 4/3 In Pl. DI Rim = 536.97" Inv. In = 533.5/' (l5" RCP from # 4/4) Inv. Out = 533.45' (l5" Approx. Direction) # 4/4 In Pl. DI Rim = 536.4/' Inv. Out = 533.86" (15" RCP to # 4/3) # 439 In Pl. D/ Grote Top = 53/.28' Inv. Out = 527.60" (27" RCP to # 440) # 440 In Pl. DI Grate Top = 531.151 Inv. In = 527.30' (27" RCP from # 439) Inv. In = 526.50" (36" RCP from Approx. Direction) Inv. Out = 526. l7' (42" RCP to Approx. Direction) # 4// In Pl. Storm Manhole (Rectangular) Top = 536.07' Inv. In = 534. l8' (12" RCP from Flared End Section) Inv. Out = 530.09' (l5" RCP to Approx. Direction) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION # 404 In Pl. DI Rim = 541.37' Inv. Out = Inaccessible (l8" RCP to 426 per Site Plans) CL of Chamber = 537. l9' # 426 In Pl. Storm Monhole Top = 542. 38' Inv. In = 540.95' (6" PVC from Approx. Direction) Inv. Out = Inaccessible (Recessed Pipe) Bottom Chamber = 537.09" # 423 In Pl. Storm Monhole Top = 543.84' Inv. In = Inaccessible (36" RCP from 426) Inv. Out = Inaccessible (33" RCP to 424) Underground Stormwoter Retention Bottom Chamber = 537.I3' # 424 In Pl. Storm Manhole Top = 543.45' Inv. In = Inaccessible (l5" RCP from # 403) Inv. Out = 537.04' (36" RCP to # 425) Underground Stormwoter Retention # 403 In Pl. DI Rim = 542.26' Inv. Out = 538.63' (l5" RCP to # 424) # 425 In Pl. Storm Manhole Rim = 542. 28' Inv. In = Inaccessible (36" RCP from # 424 per Site Plans) Inv. Out = 537.0/' (33" RCP to # 421) # 42/ In Pl. DI Rim = 542.05' Inv. In = Inaccessible (Recessed) Inv. Out = 536.77' (l8" RCP to # 42I-A per Site Plans) Top Spillover Conc. W all = 539.41' # 421-A Reference from Site Plans Manhole Buried Under Londscape Shrub PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806001el.dgn 0) C 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-45OI S U R V E Y E D B Y H&B -SURVEYING AND MAPPING, LLC _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY BRIAN MCFETERS. PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN_&_ASSOCIATES, INC .___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION _ _ _ _ _ _ _ * 315 In P1. Sewer Manhole Rim = 536. ll' Inaccessible (Full of Dirt) * 318 In P1. Sewer Manhole Rim = 549. 27' Inv. In = 546. 27' (8" Terracotta Approx. Direction) Inv. Out = 545. 34' (8" Terracotta to * 317) * 317 1n Pl. Sewer Manhole Rim = 541. 06' Inv. In = 534. 21" (8" Terracotta from * 318) Inv. Out = 534. 16' (8" Terracotto to * 311) * 311 In PI. Sewer Manhole Rim = 535. 90' Inv. In = 530. 59' (8" Terracotta from * 317) Inv. In = 530. 49' (8" Iron from * 310) Inv. Out = 530. 36" (12" Iron to * 307) * 307 In Pl. Sewer Manhole Rim = 536. 57' Inv. In = 529. 92' (12" Iron from * 3/I) Inv. Out = 528. 52' (I2" Iron to * 316) * 316 In PI. Sewer Manhole Rim = 537. 48' Inv. In = 535. 69' (4" Iron Approx. Direction) Inv. In = 534. 74' (8" Terracotta Approx. Direction) Inv. In = 533. 95" (6" PVC from Car Wash) Inv. In = 527. 82' (12" Iron from *307) Inv. Out = 527. 7/' (12" Iron Approx. Direction) * 312 In Pl. Sewer Monhole Rim = 568. 39' Inv. In = 565. 46' (6" Inv. In = 565. 04' (3" Inv. In = 563. 98" (2" Inv. In = 562. 24' (6" Inv. Out = 562. 19' (8" Iron Approx. Direction) Iron Approx. Direction) Iron Approx. Direction) Iron Approx. Direction) Iron Approx. Direction) * 303 In P1. Sewer Manhole Rim = 565. 74' Inv. In = 560. 17' (8" Iron from * 304) Inv. In = 559. 36' (8" Iron from * 312) Inv. Out = 559. 33' (8" Iron to * 313) * 304 In Pl. Sewer Manhole Rim = 578. 98' Inv. In = 572. 90' (8" Iron Approx. Direction) Inv. Out = 566. 18' (8" Iron to * 303) * 313 In P1. Sewer Manhole Rim = 55/. 64' Inv. In = 546. 69" (8" Iron from * 303) Inv. Out = 546. 68" (8" Iron to * 314) * 314 In P1. Sewer Manhole Rim = 547. 50' Inv. In = 543. 7T (8" Terracotto from * 302) Inv. In = 542. 70' (8" Iron from * 313) Inv. Out = 542. 68" (8" Iron to * 309) * 302 In PI. Sewer Manhole Rim = 550. 27' Inaccessible (Cannot pull Inner Lid) * 309 In P1. Sewer Manhole Rim = 543. 66' Inv. In = 540. 36" (4' Iron Lateral Approx. Direction) Inv. In = 539. 13' (8" Iron from * 314) Inv. Out = 539. 12' (8" Iron to * 310) * 3I0 In Pl. Sewer Manhole Rim = 537. 52' Inv. In = 535. 66" (6" Iron Lateral Approx. Direction) Inv. In = 533. 28' 0 Iron from * 309) Inv. Out = 532. 98" (8" Iron to * 311) * 300 In Pl. Sewer Manhole Rim = 567. 20" Inv. In = 562. 57' (6" Inv. Out = 561. 18" (6" PVC Approx. Direction) PVC tp*301) * 30I In PI. Sewer Manhole Rim = 558. 70' Inaccessible (Cannot pull Inner Lid) * 305 In PI. Sewer Manhole Rim = 570. 76' Inv. In = 564. 5T (6" PVC Approx. Direction) Inv. In = 564. 53' (6" PVC Approx. Direction) Inv. In = 564. 34' (6" PVC Approx. Direction) Inv. In = 563. 92' (6" Iron Approx. Direction) Inv. Out = 563. 89' (6" Iron to * 306) * 306 In Pl. Sewer Manhole Rim = 549. 62' Inv. In = 544. 83' (6" Iron from * 305) Inv. Out = 544. 80' (8" Iron Approx. Direction) DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CN\113038 - Albemarle Cty On-Call\2O_lvyRd\CARD\REF\Sheets\d1O58O6OOle2.dgn 0) 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN -MCPETERS, PE-(KIMLEY-HORN) ----------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION <* 1 DESCRIBE CHAIN IVY Chain IVY contains: D100 CUR IVY-1 CUR IVY-2 Beginning chain IVY description Point D100 N 3,905,332.00 E 11,475,733.30 Sta 100+00.00 Course from D100 to PC IVY-1 S 43° 07' 08.93" E Dist 239.04 Curve Data *---------- * Curve IVY-1 P.I. Station 108+08.31 N 3,904,741.99 E 11,476,285.79 Delta = 28° 02' 12.80" (LT) Degree = 2° 30' 46.27" Tangent = 569.27 Length = 1,115.74 Radius = 2,280.11 External = 69.99 Long Chord = 1,104.64 Mid. Ord. = 67.91 P.C. Station 102+39.04 N 3,905,157.52 E 11,475,896.68 P.T. Station 113+54.78 N 3,904,558.12 E 11,476,824.56 C.C. N 3,906,716.01 E 11,477,561.01 Back = S 43° 07' 08.93" E Ahead = S 71° 09' 21.73" E Chord Bear = S 57° 08' 15.33" E Course from PT IVY-1 to PC IVY-2 S 71° 09' 21.73" E Dist 1,567.01 Curve Data * * Curve IVY-2 P.I. Station 133+51.04 N 3,903,913.34 E 11,478,713.83 Delta = 21° 32' 44.84" (RT) Degree = 2° 32' 22.85" Tangent = 429.25 Length = 848.37 Radius = 2,256.02 External = 40.47 Long Chord = 843.38 Mid. Ord. = 39.76 P.C. Station 129+21.79 N 3,904,051.98 E 11,478,307.58 P.T. Station 137+70.16 N 3,903,635.19 E 11,479,040.77 C.C. N 3,901,916.88 E 11,477,578.90 Back = S 71° 09' 21.73" E Ahead = S 49° 36' 36.88" E Chord Bear = S 60° 22' 59.31" E Ending chain IVY description Beginning chain RETWALL description Point R02 N 3,904,084.02 E 11,478,111.53 Sta 10+00.00 Course from R02 to R03 S 64° 52' 15.23" E Dist 73.08 Point R03 N 3,904,052.99 E 11,478,177.69 Sta 10+73.08 Course from R03 to PC RETWALLI S 71° 09' 21.73" E Dist 82.51 Curve Data *----------* POT 100t00.00 Curve RW-1 P.I. Station 11+83.37 N 3,904,017.37 E 11,478,282.07 Delta = 91° 44' 31.84" (RT) MIA 'NMRNT DATA �'(1 ,_W0 201111 011 Degree = 212° 32' 08.09" S Tangent = 27.79 01 Length = 43.17 O Radius = 26.96 External = 11.76 Long Chord = 38.70 Mid. Ord. = 8.19 P.C. Station 11+55.58 N 3,904,026.34 E 11,478,255.77 P.T. Station 11+98.75 N 3,903,991.35 E 11,478,272.30 C.C. N 3,904,000.83 E 11,478,247.06 Back = S 71° 09' 21.73" E Ahead = S 20° 35' 10.11" W Chord Bear = S 25° 17' 05.81" E Ending chain RETWALL description * 1 DESCRIBE CHAIN OLDIVY Chain OLDIVY contains: CUR OLDIVY-1 Beginning chain OLDIVY description Curve Data * * Curve OLDIVY-1 P.I. Station 401+50.02 N 3,903,860.63 E 11,478,817.33 Delta = 2° 03' 56.80" (LT) Degree = 0' 41' 18.93" Tangent = 150.02 Length = 300.00 Radius = 8,320.71 External = 1.35 Long Chord = 299.98 Mid. Ord. = 1.35 P.C. Station 400+00.00 N 3,903,740.46 E 11,478,907.13 P.T. Station 403+00.00 N 3,903,977.48 E 11,478,723.26 C.C. N 3,898,759.53 E 11,472,241.95 Back = N 36° 46' 15.43" W Ahead = N 38° 50' 12.23" W Chord Bear = N 37° 48' 13.83" W Ending chain OLDIVY description PC 102+39.04 Oh �O * 1 DESCRIBE CHAIN STILL Chain STILL contains: D202 D203 Beginning chain STILL description - -- --------- -- -- ----- -- -- -- ------------------ -- -- -- ------------------ -- -- -- -- -- - -- --------- -- -- ----- -- -- -- ------------------ -- -- -- ------------------ -- -- -- -- -- Point D202 N 3,904,379.74 E 11,477,347.21 Sta 200+00.00 Course from D202 to D203 S 7° 34' 18.66" W Dist 200.00 Point D203 N 3,904,181.49 E 11,477,320.86 Sta 202+00.00 Ending chain STILL description IVY ROAD (ROUTE 250) CONSTR. k3 PT 113.54.78 h ST ILLFRIED LANE CONSTR. e c01 ONS�PNE PD C ID ,� ROLF R 9x01%05 N :�,POT 202.00.00 009i P° 1200#1 A0 °5 45 D' 13 * 1 DESCRIBE CHAIN COLL Chain COLL contains: D302 D303 Beginning chain COLL description POT 200.00.00 N PC 129+21.79 RETAINING WALL CONSTR. e `J POT 10+00.00 S 64° 52' /5" E P/ 10.73.08 S 7/0 09' 22" E PC 11.55.58 PT 1/+98.75 POT 302+00.00 Point D302 N 3,904,045.44 E 11,478,326.49 Sta 300+00.00 Course from D302 to D303 S 18° 40' 16.47" W Dist 200.00 Point D303 N 3,903,855.96 E 11,478,262.46 Sta 302+00.00 -------------------------------------------------------------- Ending chain COLL description DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION i C DONS RN � PDD�D f R�ON P a0 ICI OOL 129x� 00 0 5 5� P° 500, Oa a "� R° K R S� P89 19 GONS OON �POT 300.00.00 �h0 � 0 LD I� � 0° 0 6x0 0 Ox�O P° 1 A00fi00, 21 p S . �o �d O OO'PT I37+70.16 001 Ns��/ COLLON/aDE DRIVE CONSTR. q PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806001f.dgn P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN -MCPETERS> PE-(KIMLEY-HORN) ----------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION WATFIRV GUALIT - 11 WATER QUALITY SUMMARY REMOVAL A-SrTE [AREA] IMPERVIOUS PERVIOUS IMPERVIOUS P LOAD SCENARIO (AC.) AREA (AC.) AREA (AC.) OVER (LB/YR) REQUIRED (LB/YR) PRE -DEVELOPMENT 1.93 0.72 1.21 37.2% 2.02 0.78 POST -DEVELOPMENT 1.93 0.90 1.02 46.9% 2.43 ININIV)d THIS PROJECT IS REOU/RED TO REDUCE THE TOTAL PHOSPHOROUS LOAD BY 0.78 LB/YR OVERALL. THIS REDUCTION IS TO BE SATISFIED THROUGH A PURCHASE OF NUTRIENT OFFSET CREDITS. WATER QUANTITY SUMMARY Stormwater Outfall Table Site Area (Acres) 1.93 Outfall A Outfall B Drainage Area From Site (Acres) 0.6950 1.2344 Overall Drainage Area (Acres) 69.08 70.81 Drainage Area to Existing Detention Systems (Acres) 9.94 3.02 Runoff Reduction (cf) 0 0 Receiving Channel Type (Natural, Restored, or Manmade) Manmade Manmade Channel Protection Compliance Method Non -Erosive Non -Erosive Flood Protection Compliance Method 10-yr QDeveloped C 10-y r QExisting 10-yr QDeveloped C 10-yr QExisting 2-year layear 2-year layear r VEA,ting (ftr/S) 15.32 N/A 14.49 N/A VDeveloperd (ft/s) 15.42 N/A 14.49 N/A VAllowed (ft/S) N/A N/A N/A N/A QExisting (CFS) N/A 143.96 N/A 81.55 QDeveloped (CFS) N/A 143.85 N/A 79.90 QAllowed (CFS) N/A 143.96 N/A 81.55 NOTE: All calculations are computed using the rational method due to the site area discharging into existing manmade stormsewer systems. The calculations account for the overall drainage area reaching each outfal1. Drainage areas that are assumed to drain to existing detention systems are excluded from the water quantity calculations. NOTE: Proposed detention pipes are used to reduce the 10-yrQ (cfs) in the pipes downstream of the proposed storm sewer improvements. w C O U C �0 Q� oL DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806001h1.dgn P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN -MCPETERS. PE-(KIMLEY-HORN) ----------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION o 0) C 0 U LEGS D PROJECT AREA ("A -SITE") POST -DEVELOPMENT "A -SITE" IMPERVIOUS LAND COVER X� SWIVIN1201 0 1 w I w I i V)d OUTFALL A OUTFALL B AREA (ACRES) 0.69 1.23 P RE-DEV. IMP. COVER (ACRES) 0.17 0.54 POST-DEV. IMP. COVER (ACRES) 0.20 0.71 PRE-DEV. CN 70 77 POST-DEV. CN 72 82 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION OUT FALL B PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806001h2.dgn P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN -MCPETERS, PE-(KIMLEY-HORN) ----------------------- DESIGNED BY KIMLEY-HORN &-ASSOCIATES,INC -- - - - - - - - - - - SUBSURFACE UTILITIES BY INFRAMAP CORPORATION GENERAL /. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRGIN/A, AND VDOT BEFORE BEGINNING CONSTRUCT/ON. 2. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PRIOR TO THE BEG/NA/NG OF CONSTRUCTION. 3. THE LOCATION OF EXISTING SEW ER, W AT ER, OR GAS LINES, CONDUIT S, OR OTHER STRUCTURES ACROSS, UNDERNEAT H, OR OTHERWISE ALONG THE LINE OF PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THESE PLANS,AND /F SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL BE LIABLE FOR ALL DAMAGE DONE TO ANY STRUCTURES OR PROPERTY THROUGH HIS NEGLIGENCE OR CARELESSNESS. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION PRIOR TO STARTING WORK OF ALL UNDERGROUND UTILITIES SHOWN ON THE PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT THE COUNTY PROJECT MANAGER IMMEDIATELY /F LOCATION OR ELEVATION /S DIFFERENT FROM THAT SHOWN ON THE PLANS,IF THERE APPEARS TO BE A CONFL/CT,OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTACT MISS UTILITY PHONE NUMBER 811 PRIOR TO THE START OF CONSTRUCTION. 4.THE CONTRACTOR SHALL NOTIFY THE APPLICABLE DEPARTMENT PRIOR TO MAKING ANY ADJUSTMENTS TO THE UTILITIES OR WORK WITHIN THE RIGHT-OF-WAY OR ON COUNTY PROPERTY. 5. ANY DEVIATIONS FROM THE APPROVED PLANS AND/OR STANDARDS AND SPECIFICATIONS MUST BE APPROVED BY THE COUNTY PROJECT MANAGER IN ADVANCE AND IN WRITING. 6.1F A CONFLICT /S FOUND TO EXIST. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER BEFORE ANY WORK /S STARTED /N ORDER TO COORDINATE THE REMAINDER OF THE WORK TO BE DONE. 7.THE CONTRACTOR SHALL MA/NTA/N UTILITY SERVICES TO EX/STING RESIDENCES AND BUSINESSES DURING CONSTRUCTION.WHEN SERVICES ARE TO BE INTERRUPTED FOR CUT-1NS,PLUGG/NG,OR ABANDONMENT ETC.THE CONTRACTOR SHALL PROVIDE THE COUNTY WITH 72 HOURS NOTICE. THE AFFECTED PROPERTY OWNER,RES/DENCE OR BUSINESS SHALL BE NOTIFIED 48 HOURS /N ADVANCE OF SERVICE INTERRUPTIONS BY THE CONTRACTOR.ALL UTILITY SERVICE INTERRUPTIONS SHALL BE KEPT TO AN ABSOLUTE MINIMUM THE CONTRACTOR SHALL PROVIDE THE COUNTY ENGINEER WITH A DETAILED PLAN AND SCHEDULE FOR SERVICE INTERRUPTIONS A MINIMUM OF FIVE (5) WORKING DAYS /N ADVANCE OF SUCH WORK. 8. IN CASE OF EMERGENCIES UTILITY BREAKAGE/CONFLICT CONTACT: UTILITY TELEPHONE NUMBERS CITY OF CHARLOTTESVILLE GAS 1-434-970-3803 ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) 1-888-252-3468 DOMINION ENERGY 1-866-366-4357 CENTURY LINK 1-434-244-0288 LUMOS 1-800-320-6144 COMCAST 1-800-934-6489 UVA-FM 1-434-982-5468 R/VANNA WATER & SEWER AUTHORITY (RWSA) 1-434-977-2970 9.IF THE CONTRACTOR WISHES TO WORK DURING EVENING HOURS AND/OR WEEKENDS HE MUST FIRST RECEIVE APPROVAL FROM THE COUNTY PROJECT MANAGER. /0. WHERE PROPOSED ENTRANCES AND CURB TIE INTO EXIST /NG, ELEVAT IONS & AL/GAMENT S SHALL BE MATCHED. 1/.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING MATCHING MATERIALS AT NO EXPENSE TO THE COUNTY, ANY PAVEMENT. DRIVEWAYS, WALKS, CURBS, INCLUDING UTILITY LOCATION MARKS & TRAFFIC LOOPS,ETC.THAT MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION. ALL ASPHALT & CONCRETE SHALL BE SAW CUT. GENERAL CONSTRUCT/ON NOTES f"'ENE-1 AL NOTIES EROSION AND SEDIMENT CONTROL (ESC) E-2 Rock for Check Dams, Inlet Protection, Erosion Control Stone and Riprap shall be in accordance with Section 203 and Section 414 of the applicable VDOT Road and Bridge Specifications. E-3 The following symbols are used to depict Erosion Control items in the plan assembly: IPR/OR TO ANY CONSTRUCT/ON WITHIN THE EXISTING PUBLIC RIGHT-OF-WAY,INCLUD/NG CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 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 MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3.EROS/ON AND SILTATION CONTROL MEASURES SHALL BE PROVIDED /N ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEAR/NG,GRAD/NG OR OTHER CONSTRUCTION. 4.ALL SLOPES AND DISTURBED AREAS ARE TO BE FERT/L/ZED, SEEDED AND MULCHED. 5.THE MAXIMUM ALLOWABLE SLOPE /S 2.1(HORIZONTAL:VERT/CAL). WHERE REASONABLE OBTAINABLE, LESSER SLOPES OF 3.1OR BETTER ARE TO BE ACHIEVED. 6.PAVED,R/P-RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE. IT IS DEEMED NECESSARY /N ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRG/NIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 9.THE CONTRACTOR SHALL OBTAIN A TEMPORARY STREET/ SIDEWALK CLOSURE PERMIT FROM THE CITY OF CHARLOTTESVILLE PRIOR TO PERFORMING ANY WORK AND/OR CLOSING ANY LANES WITHIN THE CITY LIMITS. PAVEMENT P-2 The pavement materials weight will vary in accordance With the specific gravity of the aggregates and the asphaltic content of the mix actually used to secure the design depth. The weight of the asphalt concrete is based on 95Y. of the theoretical maximum density. GRADING G-1 The grade line denotes top of finished pavement unless shown otherwise on typical sections or plans. G-4 The cost of removal of all existing concrete items located in the area to be graded shall be included in the total lump sum bid. G-5 If, during construction, it is deemed necessary to undercut by more than two feet, or the limits of such excavation, such change is to be made at the direction of the Engineer and measurement and payment shall be made in accordance with Section 303 of the applicable VDOT Road and Bridge Specifications. 10 LL<40 G-6 The borrow material for this project shall be a minimum CBR__E_1<_20L or as approved by the Materials Engineer. Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 Denotes Temporary Silt Fence, St'd EC-5 Type A or B Denotes Temporary Diversion Channel, St'd EC-12 Denotes Temporary Diversion Dike, St'd EC-9 Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Inlet Protection, Type A; St'd EC-6 Denotes Inlet Protection, Type B; St'd EC-6 Denotes Slope Interrupter; St'd EC-15 Denotes Permanent Seeding Denotes Temporary Seeding Limits of Disturbance DRAINAGE D-1 The horizontal location of all drainage structures shown on these plans is approximate only, with the exception of structures showing specific stations, special design bridges and storm sewer systems. D-2 The horizontal location and invert elevations shown for proposed culverts and storm sewer outfall pipes are based on existing survey data and required design criteria. If during construction, it is found that the horizontal location or invert elevations shown on the plans differ significantly from the horizontal location or elevations of the stream or swale in Which the culvert or storm sewer outfall pipe is to be placed, the Engineer shall confer with, and get approval from, the applicable District Drainage Engineer before installing the culvert or storm sewer outfall pipe. D-3 The "H" dimensions shown on plans for drop inlets and junction boxes and the ''L.F. " dimensions shown for manholes are for estimating purposes and are based on the proposed invert elevations shown for the structure and the anticipated top (rim) elevation based on existing or proposed finished grade. The actual ''H'' or ''L.F. '' dimensions are to be determined by the contractor from field conditions. D-6 Pipes shall conform to any of the allowable types shown on sheet number (2), within the applicable height of cover limitations. For strength, sheet thickness, or class designation; available sizes; height of cover Ilmitations;and other restrictions for a particular pipe type or height of cover, see the VDOT Road and Bridge Standard PC-1. Structural plate pipe may be substituted for corrugated pipe of the some size, provided the substitution complies with the applicable sections of the VDOT Road and Bridae Standards PC-1, D-12 All existing drainage facilities labeled ''To Be Abandoned'' shall be left in place, backfilled and plugged in accordance with the VDOT Road and Bridge Standard PP-1. D-13 Existing drainage facilities being utilized as a part of the drainage system, and designated on the plans ''To Be Cleaned Out'' shall be cleaned as directed by the Engineer. The cost incidental to this shall be included in the lump sum bid price. D-16 \Nhen CG-6 or CG-7 is specified on a radius (such as at a street inter- section), the Engineer may approve a decrease in the cross slope of the gutter to facilitate proper drainage. ALLOWABLE TYPE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS ) ( SEE ROAD AND BRIDGE STANDARD PC-1 FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE ) N ,L-I 0 � a U > a_ J a_ ~ W v J Z IJ J� _J � Q L) IJ n v 0w LLiJC) DJ QLJ LLQ wQ D J �� a ��0 a_— v IJ QU) QCn _J CO ~a_ �a-LLJ Q Q� OJ J� LL Z LOCATION 00 Oo CDD0 U' J _J Li C)QY o 0D =JZ wo 0 _J w Uw I UJ Li o� C)Q w� w�U IJ F IJ� �� _J �— JLLJ >-F__ JLd >_F__ >-� a-0 ~ �Q �Q JQ N� Nam= Q Q� Z I--=Q =Q O LJ Q� DU L_L 0 :=>D �C� QD Z� QU z~� QU U 0 D>- —��� >J0 F--UU IJD Ocn D Q�C) a- U >-Q:� 01]� » >D �0 cl�0 >_L_0 >_Q:�Ld >_Q�w >_w Z O D� J0 JCL 00 U� Z0 J� QI— JQ� Qom— a J OJ � J OJ J0� 0�V5 Jima- 00)_ Jima- 00)_ _J a_ 0)_ U aU a_U �U 0cn cDCn 0< UQ a_ a_ a_U U a_ ROUTE 250 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION INCIDENTALS 1-4 All trees located within the limits of the right of way or construction easement, unless otherwise noted on plans or directed by the Engineer, shall be removed, as provided for a Section 301 of the applicable VDOT Road and Bridae Specifications. 1-9 When no centerline alignment is shown for a proposed entrance, the entrance shall be constructed in the same location as the existing entrance. 1-12 St'd. RM-2 right of way monuments shall be set by the Contractor. 1-16 The ''underground utilities'' survey data on this project has been provided by consultant and copies are available from the Department. 1-17 For method of constructing Straight -Line Toper Lanes in curb and/or curb and gutter sections, see typical details on Sheet 2B. 1-18 All pavement markings and traffic flow arrows shown on the roadway con- struction plans are schematic only. The actual location and application of pavement markings shall be in accordance with Section 704 of the applicable VDOT Road and Bridge Specifications, MUTCD, sequence of construction/ traffic control plans, pavement marking plan sheet 9(3) TO 9(5) and as directed by the Engineer. The signing and marking shall be considered preliminary until approved by VDOT TE staff in the field. 1-19 The following sources, under contract with Albemarle County, have provided information on this project: Hydraulic Design - Kimley-Horn and Associates, Inc. Roadway Design - Kimley-Horn and Associates, Inc. Utility Design - Kimley-Florn and Associates, Inc. Survey - H&B Surveying and Mapping, LLC Existing Utilities - Inframap Corporation If questions or problems arise during construction, please contact the Project Designer. DO NOT CONTACT THE OUTSIDE SOURCES. 1-20 The Official Electronic pdf Version of the plans will override the paper copies or prints of specific layers. Portions of this plan assembly have been CADD generated. To assist in the construction of the project electronic files will be available to the prime contractor after award of the contract. 1-21 All electronic plan assemblies will include the construction plans in two formats: .pdf files and MicroStation format (.dgn) files. Only the pdf files will be considered as part of the official plan assembly. The MicroStation format (.dgn) files are furnished only as information for the contractor. These plans are developed in layers (levels) to aid in readability. However, the construction items may or may not be in the proper layering scheme as described in the VDOT CADD Manual. The MicroStation files Will only match the scanned files if all levels are turned on. A MicroStation Software license is required to be able to read these files. NOTE: All concrete used for City of Charlottesville standard sidewalk shall be BC CITY MIX CLASS A 3500 CONC. (see details on Sheet 213) ALLOWABLE TYPE OF STORM SEWER PIPE (UNLESS OTHERWISE SHOWN ON PLANS ) ( SEE ROAD AND BRIDGE STANDARD PC-1 FOR HEIGHT OF COVER LIMITATIONS FOR EACH TYPE ) CO O Q N C LU �� O � � Q) j LOCATION o J oCL �CC �� ��o ado W � QZ QvW vW? vim? W ti J �o jv7 0Z 1< ��= j ZW= _(f)LQ �Q Z QZ� j _J�� ROUTE 250 1PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806002.dgn 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN) ------------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION l V Y ROAD (ROUTE BUS 250) GS-5 1.5" DEPTH FLEXIBLE PAVE. PLANING & OVERLAY I EXIST. CURB & I GUTTER I I I� W I MATCH MATCH EXIST. MATCH EXIST. EXIST. F_ _-------- J I ---------------�---J PAVED SHLDR VARIES 2.2'-4.0' ll' ll' ll' VARIES 5'-111 STA. //7+05.00 TO STA.119.07.03 /5' DEPTH FLEXIBLE PAVE. PLANING & PROP. VAR. DEPTH OVERLAY 5.00% 2.00 7. -� ----- -------- --- PAVED SHLDR VARIES 4.0'-6.5' ll' 5►- ROES v3px VDOT. NO.21B REO'D. STA.119,25.00 TO STA.121.00.00 i 34' I I I O0f, 2.00 - - - - - - - - - - - - - - SAWCUT STA,119.07.03 TO STA.126,80.71 STA.129.41.80 TO STA.129.80.59 5' LATERAL OFFSET VARIES 6.5-12.5' STD. CG-2 REO'D. SEE A 2.00% 0.5/ VARIES 0-6' 5' CONC. SWLK SECTIONS NOT TO SCALE 5� OP I /5' FLEXIBLE PAVEMENT I PLANING & VAR. DEPTH VERLAY I 5.00% 2•00 I E--- - - - - - - -- --------- PAVED SHLDR VARIES 6.0'-7.5' STA.126.80.71 TO STA.129.41.80 FRIVATE AND COMMERCIAL ENTRANCES The type of entrance to be TYPE IV constructed will be determined by Asphalt Commercial the existing condition at the time 0 0 0 o a o 0 of construction. 0 Asphalt Conc. Type SM-9.5A or SM-9.5D @ I65 Lbs. per S. Y. 4" Asphalt Conc. Base Course BM-25.0 6' Aggr. Base W t'I. Ty. l No. 21A or 21B COMBINED C- G2 & VOD.UD-4 DETAIL (Not to Scale NOTES: ae 1. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. NOTES: I) SEE CROSS SECTIONS FOR TAPERS & TRANSITIONS a 2. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR " 2) DURING CONSTRUCTION WHEN SOILS DEEMED TO BE INCREASED AS MUCH AS 3" (21 DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT ���� UNSUITABLE ARE FOUND THE CONTRACTOR SHALL o 0 0 0 0 0 0 0 0 0 0 0 SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO REMOVE THIS MATERIAL AT LEAST I - BELOW SUBGRADE, ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN PLACE SUITABLE BACKFILL, AND/OR GEOTEXTILE 4"MIN. INCREASE IN DEPTH. FABRIC AS DIRECTED BY THE FIELD ENGINEER. BETWEEN BASE O & UNDERDRAIN o 3. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ONRURAL 3) ALL 2:1 SLOPES SHALL BE PROTECTED BY STD. EC-3, TYPE 3. HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND 4) SEE CROSS SECTIONS FOR ACTUAL SIDE SLOPE. GEOTEXTILE „ SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD 5) ALL WIDENING SHALL BE CONSISTENT WITH STD. WP-2. DRAINAGE FABRIC 2 CG-3 IS REQUIRED. INSET A INSET B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 43' T* of, sra. CG2 2.00 % REO'D. 7- ------- - SAWCUT- 5' /.5" FLEXIBLE PAVEMENT PLANING & VAR. DEPTH OVERLAY SAWCUT 1.5" FLEXIBLE PAVEMENT PLANING & VAR. DEPTH OVERLAY /0.5' VARIES 0-/// SEE INSET A 2.00 LATERAL OFFSET VARIES 9.5TO 12.5' 0.5' VARIES 0-6' 2.00% VARIES 5'-6' CONC. SWLK STD. CG-2 REO'D. 2.00% 0 CC STD. RW-2 REO'D. 0.5' VARIES 7.12' - 10.5' 3, 61 CONC. 2' OF UNDERCUT BELOW SWLK EXIST. GRADE AND REPLACE W/SELECT BORROW MATERIAL STA. 127 50.00 TO STA. 127 98.54 0 STD. CG-2 �_-- ---7/1 SEE `REO'D. - INSET A / 2.00 X. 2.00% STD. RW-2 REO'D. 0.5' rE �� 3' SAWCUT CONC. 2-'OF UNDERCUT BELOW SWLK EXIST.GRADE AND R PLACE WISELECT BORROW �ATERIAL STA.127,98.54 TO STA.128+84.00 4" HYD. CEMENT CONCR. SIDEWALK O REO'D. O2 4" AGGREGATE SUBBASE COURSE, VDOT NO.21B OASPHALT CONCRETE SURFACE SM-9.5A @ 165 LBS. PER SO.YD. 0.5") ®4" ASPHALT CONCRETE BASE TYPE BM-25 O/On UNTREATED DENSE -GRADED 5 AGGREGATE MATERIAL NO.2/B O6 MODIFIED UD-4 REO'D. PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806002a.dgn U C 0 U 0 U) O L O T E Y 0 + T 0 + 0 L 3 N D L h U C 0 .o 0 0 0 E Y 0 0 + 0 0 0 N 0 L + 3 7 O L .3 + C E 0 L + 0 0 0 L a E 0 0 L L 0 a L a O 3 U 3 0 + U c c O a L n U w U cl a 0 L L O T C O N c C N C u U L N O C E L 0 L w a v 0 0) a O U PROJECT MANAGER J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-------- DESIGN SUPERVISED BY BRIAN -MCPETERS, PE-(KIMLEY-HORN) ----------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION /5' FLEXIBLE PAVEMENT PLANING & OVERLAY VEOPE ARIES PAVED SHLDR VARIES 4'-7.5' INSET c a' NY ROAD (ROUTE BUS 250) GS-5 //' i E MATCH EXIST. i --1----- VARIES MATCH EXIST. STA. 129,41.80 TO STA. 135-83.73 5.0 % FMATCH EXIST. qZo OPE 2�� s � AR I EA R SAW CUT VARIES 2'-5.33' (2'I M 2' 5' D' = DITCH DEPTH VARIES, SEE CROSS -SECTIONS l) SEE CROSS SECTIONS FOR TAPERS & TRANSITIONS 2) DURING CONSTRUCTION WHEN SOILS DEEMED TO BE "UNSUITABLE" ARE FOUND THE CONTRACTOR SHALL REMOVE THIS MATERIAL AT LEAST V BELOW SUBGRADE, PLACE SUITABLE BACKFILL, AND/OR GEOTEXTILE FABRIC AS DIRECTED BY THE FIELD ENGINEER. 3) ALL 2:1 SLOPES SHALL BE PROTECTED BY STD. EC-5, TYPE J. 4) SEE CROSS SECTIONS FOR ACTUAL SIDE SLOPE. 5) ALLWIDENING SHALL BE CONSISTENT WITH STD. WP-2. 5.5' SECTIONS NOT TO SCALE EXIST. t CURB & GUTTER o f o VARIE� VARIES 4-5' 2.5' 4'-6' /5' FLEXIBLE PAVEMENT PLANING & OVERLAY STA. 132-68.72 TO STA. 134-52.33 SEE INSET B 2.00% 'ARIES 51-61 CONC. SWLK INSET B �Fs TYPICAL STRAIGHT - LINE TAPER LANE f use With Curbs and/or Curb & Gutters 1 0 T See Detail A A BASELINE See Detail A DETAIL A Radius = Variable ( To Be Field Set 1 Variable 2' - l P i� 5' T - See plans for Length of T. S/0 - See plans for Stations and Offsets. O4" HYD. CEMENT CONCR. SIDEWALK REQ'D. O2 4" AGGREGATE SUBBASE COURSE, VDOT NO.2/B OASPHALT CONCRETE SURFACE SM-9.5A @ 165 LBS. PER SQ.YD. (I.5") ®4" ASPHALT CONCRETE BASE TYPE BM-25 O/0" UNTREATED DENSE -GRADED 5 AGGREGATE MATERIAL NO.2/B © MODIFIED UD-4 REQ'D. DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION OR AS DIRECTED OTHERWISE BY THE CITY ENGINEER 5-0- WALK SLOPE, -7+- 1 /4" PER FT. BC CITY MIX CLASS A 3500 CONC. *COMPACT FILL = WELL COMPACTED EARTH OR STONE AGGREGATE TO BE DETERMINED BY CITY INSPECTOR. '--4" COMPACTED 4" WITH CG-6 AGGREGATE BASE 7" WITH ROLL-TOP MATERIAL, SIZE 21A, CURB & GUTTER OR COMPACTED FILL* A /_ RULED JOINT 5' OC. 1/2" PREMOLDED EXPANSION JOINT FILLER 30' MAX. ON CENTER A PLAN ELEVATION AT CURB LINE CITY STANUARUS s CITY OF CHARLOTTESVILLE STANDARD SIDEWALK WITHOUT CURB REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: SW-1 OR AS DIRECTED OTHERWISE BY THE CITY ENGINEER \ 5'-6" 4„ WALK SLOPE, 1/4" PER FT. 1 T. : .. BC CITY MIX CLASS A COMPACTED FILL CLASS 3500 CONC. 4�" SECTION A -A *COMPACTED FILL = WELL COMPACTED EARTH OR STONE AGGREGATE, TO BE DETERMINED IN THE FIELD BY CITY INSPECTOR zTOP OF FINISHED PAVING - SLOPE l/4" PER FT. 3" RULED JOINT 5' A Oc. 1/2" PREMOLDED EXPANSION JOINT FILLER 30' MAX. ON CENTER A PI AN CITY STANDARDS . CITY OF CHARLOTTESVILLE ISTANDARD SIDEWALK MONOLITHIC WITH CURB REVISION DATE SCALE: N.T.S. I STANDARD NUMBER: SW-2 NOTES: I.CITY OF CHARLOTTESVILLE SIDEWALK DETAILS ONLY APPLICABLE IN CITY LIMITS. 2. CITY OF CHARLOTTESVILLE SIDEWALK SHALL BE PAID FOR AS SQUARE YARDS OF VDOT STANDARD CONCRETE SIDEWALK. 3. CITY OF CHARLOTTESVILLE STANDARD SIDEWALK MONOLITIC WITH CURB SHALL BE PAID FOR AS SQUARE YARDS OF VDOT STANDARD CONCRETE SIDEWALK AND LINEAR FEET OF VDOT STANDARD CG-2. LPS_&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806002b.dgn U + 0 0 ED w a C 0 0 L 0 1 E Y 0 T 0 0 O 3 N D h C N 0 U 0 10 To O C O x Q) E 0 0 Q O C O O + 0 N 0 L 0 N + 3 7 O L 3 + E 0 U L 0 O 0 L L N O L E C O 0 10 m 0 m n 3 + L U 3 0 C U 0 0 a n U U ,v To ru 0 0 T 0 0 ED 0 0 n C 0 10 0 U E �0 Q� ,L P R 0 J E C T M AN AG E R J. KELSEY (454) 872-4501 S U R V E Y E D B Y H&B -SURVEYING AND MAPPING, LLC _ _ _ _ _ _ _ _ k-'ONTROL AND RnWADWAY DESIGN SUPERVISED BY BRIAN_MCPETERS, FE_(K/MLEY-HORN)_ DESIGNED By KIMLEY-HORN & _ASSOCIATES, INC.--------------------- NC.__________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION GFNFRAI CONSTRUCTION NOTFS FOR F&S PIAN I,) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, 3.) ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES, 5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO,OFF-SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY, 7.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED DESIGNATED BORROW AREA. /0 ALL EARTH MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH,AND OTHER DEBRIS, 12.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. /3,) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301OF THE CODE OF ALBEMARLE. 14.) BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7000 A,M.TO 9a00 P.M. 15.) BORROW,F/LL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT,OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. I6.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF PROPERTY. I7.) TEMPORARY STABILIZATION SHALL BE AS ON SHEET 2D, ROADSIDE DEVELOPMENT SUMMARY. I8.) PERMANENT STABILIZATION SHALL BE AS ON SHEET 2D, ROADSIDE DEVELOPMENT SUMMARY, I9.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL, ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY, SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT, ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20.) ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR, 21.) CONTRACTOR WILL BE REQUIRED T/O KEEP THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES, 22.) CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS REQUIRED IN THE SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-107. 23.) CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON -SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE, SEQUENCE/MAINTENANCE: a.) Contractor shall provide 48 hours notice to the project manager prior to the start of construction. b.) The CRLD must be at the pre -construction meeting. c.) Community Development Inspector must be notified of the offsite borrow or spoil location at the on -site pre -construction meeting. d.) All erosion control measures Will be installed as the first step in the clearing process. e.) No erosion control measure Will be removed Without approval of the Community Development inspector. f.) All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities until stabilization is achieved, g.) Access to properties shall be maintained at all times. h.) Driveway material shall be replaced with same or better material. i.) The contractor shall inspect all erosion control measures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be made immediately. j.) The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Community Development Department. 1992 BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER WINE SCREEI ��K GRAVEL FILTER IS -IS OVERFLOW , �R ovrre wn HER Set MEN, J ����� IIII lWl moo.; SPECIFIC APPLICATION 'PHIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAFLOWARE EXPECTED AND WHERE AN OVERFLOW VY ' � CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. * GRAVEL SHALL BE VDOT q3. #357 OR #5 COARSE AGGREGATE. Source: Va. DSWC 1992 Source: Va. DSWC 3.07 Plate 3.07-3 3.20 Plate 3.20-1 EROSION AND SEDIMENT CONTROL MINIMUM STANDARDS 1992 BLOCK & GRAVEI, CURB INLET SEDIIIF, VT FILTER � FU� II�r ,neE scA,EL OITOT �- No ERrLo � iEaso wnrER I � w - III "For" t IIII WE, I'llIN 2 .. BOOD STUD ITT, INI.-r SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE FORCING IN FRONT OF THE STRUCTURE. " GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE 3.07 Source: Va. DSWC Plate 3.07-8 III -45 1992 3.05 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2, EXCAVATE A 4'X 4TRENCH UPSLOPE ALONG THE LINE OR STAKES. M 3, STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. - /IIII SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) A A \\ -- � . t 6 --- r"' / //�// 9IIIIII I POINTS A SHOULD HE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) Source: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, Sherwood and Wyant Plate 3.05-2 Ill - 25 TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES-1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be Constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations gVAC50-30' Erosion and Sediment Control Regulations. ES-2: The plan approving authority must be notified one week prior to the pre - construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4: A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5: Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but not limited to, o£f sue borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6: The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority. ES-7: All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8: During dewatering operations, water will be pumped int o an approved filtering device. ES-9: The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately. VI - 15 Albemarle, County Design Standards Manual - Engineering STONE �)0 MIN. CONSTRUCTION ACCESS 3 SM-2A ASPHALT TOP COURSE EXISTING PAVEMENT 6- MIN, 21A AGGREGATE BASE PROFI E s`ONE 70 MIN. g GNsruucnASP ON HAtr PAVED CGESS �lJ SP AL CK EXISTING PAVEMENT) 12� 3 M EXTEND FULL WIDTH -V ``POSITIVE DRAINAGE GFU NGRESS AND EGRESS TO SEDIMENT GPERATION TRAPPING DEVICE PLAN 12' MIN POSITNE DRAINACL TO SEDIMENT ,RAPPING DEVICE SECTION A -A .A mi-aun venter hop of 1 mch must be a0,11ed with n nuatanm 1 inch bnucock Shutoff%Wh, F,ppIYTI-I 1--ith a dianeter ofl_5 uadie,, for n r ry AT 1 rro e s n rc nee m a, p d,BffIinga­n,.N.,B,BdnEAa. Aa erli, Kett shna be phe�ented f'om enremL� cnmLarnaL_ mmhe_L, wmehonhQ e,,. PAVED WASH RACK MS-1 Any area that has reached final grade must receive temporary or permanent soil stabilization within seven days. Areas not at final grade that will remain dormant longer than 30 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must have permanent soil stabilization. MS-2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all on -site soil stockpiles and borrow areas and soil intentionally transported from the project site. MS-3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion. MS-4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. MS-5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation. MS-6 Sediment basin and trap design information. ** MS-7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. MS-8 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. MS-9 Whenever water seeps from a slope face, adequate drainage or other protection must be provided. MS-10 Inlet protection is required for all storm inlets that will be made operable during construction MS-11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in both the conveyance channel and receiving channel. MS-12 When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent during construction. Non -erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if armored by non -erodible cover materials. MS-13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of non -erodible material must be provided. MS-14 All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met. MS-15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. MS-16Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not adversely affect flowing streams or off -site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Re -stabilization shall be accomplished in accordance with these regulations. f. Comply with all applicable safety regulations. MS-17Construction entrances are required at all access points to the construction site. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to larger land -disturbing activities. MS-18AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures must be permanently stabilized to prevent further erosion and sedimentation. MS-19Adequate outfall information ** ** MS-6 and MS-19 deal with the design aspects of the plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the "Erosion and Sediment Control Standard Details/Calcs."sheet. Any variance to the above listed minimum standards must be requested and approved in writing. 1992 Page 8 of23 2016 ROAD R BRIDGE STANDARDS Q 101 star 1= ELIM °PE Is LOSS THAN <.I 1 rvc,lOry star II r1 a: =:EEPERL:OANRM l oK SLDcl-, ANCHOR SLOT DE IONovrreLmPED z MINIM <, reMINAL EE Mln TERNATE SPAON W0" TERMINAL FOLD - - _-u lil III = III �.-° TO CHECK SLOT JUNCTION SLOT NOTES: -III ✓,".'T,' 6 -r1- I T 2 PAD re , x zTE FIT LEs NFQ1IREI JUNCTION SLOT C NITMN MARA L NI eE HED 6 ro , GALE wRE 6 sLDPE CUT OR FILL SLOPE INSTALLATION vai^ 'i VI- � STEEPER PLAN EW STAPLING DIAGRAM LENCTM DITCH INSTALLATION THAN o MrvMMM FOR OTTER sot. ABLES R 5 GENERAL NOTES Too (EILEPEEIe =T ROLLED EROSION CONTROL PRODUCT 7- PROTECTIVE COVERING INSTALLATION CRITERIA HLL A oEpMPORARY U SEo sob LU15 KUAU & bKIUUI, S IANUAKUb DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS FILL SLOPE SECTION DROP STD EC-3 MATERIAL VERTICALLY DOWNSLOPE ✓ ff/oW Rn_ EC SLOPE LINING - WET CUT SLOPE TOP 01 WATER SEEPAGE Sol -ILI MATERIALS ErvcwEEre. THE olsTRlcT TIED TVP r3 I SLOPE LINING -DRY CUT SLOPE II!,V TOE OF FILL - TO 3 r s �.r E BERM MAw ury �'+ PRocrerss oowrvSLSAB I' STD STD TO TTPE 3 � I, ES ol" ' NOTES 1. MAr "ALL PLA -T N MreEA oEo ar TUERMANTEAI"IRER m,6BOTTOM OF FILL SLOIE N6 - 1 HUL BE Iry ACCORTANCE wnH THE APPROMEDDUN No CT 'ST _ '- 5_JN relMATERIALSEt. PRIOR a6 INETAL n6N RMEM TS LIST TER BETTOM Er rMT SLn E - MAT ENIF AND P FILL NET' ROLLED EROSION CONTROL EN PRODUCT \VDOT SOIL STABILIZATION MAT 606 (PERMiNoEvT MELOoE aN,wSPoa� ll rNION) EIF 3 OF 3 2016 ROAD & BRIDGE STANDARDS EROSION AND SEDIMENT CONTROL NARRATIVE SITE I Oc:ATION: This project is located along Ivy Road (Route 250) in Albemarle County, Virginia, between the interchange With Route 29/250 and Old Ivy Road. PRO,JF(T DFS(:RIPTION: Project construction Will consist of the addition of sidewalk and minor roadway improvements. Area of the Site is 1.93 acres with 1.93 acres disturbed. FXISTI C', SITF (:ONnITIO S: The site contains an aspholt-paved Urban Principal Arterial With shoulders and roadside ditches, as Well as curb and storm sewer. Site topography ranges from flat to moderate slopes. ADJACENT T ARFAS: This site is adjacent to commercial properties, with access from Route 29/250 and from connecting streets. No Wetlands or streams are located Within the project limits. OFF -SITE ARFAS: There Will be no off -site grading on this project. Excess soil, existing pavement and existing concrete items Will be disposed of at a landfill. SOII S: The project corridor consists of udorthents, loamy soil and Urban Land (assumed Hydrologic Soil Group B) C:RITICAI ARFAS: Critical areas for this project include the existing drop inlets located along the corridor and the ditch on the north side of Ivy Road near the intersection With Old Ivy Road, that are to be protected as shown on the E&S plans. FRosioN ANn SFnIMFNT ('O TROI MFA,. IRES: Erosion and Sediment Control plans have been included and depict erosion control construction sequencing, temporary silt fence, temporary seeding, inlet protection, erosion control mulching and permanent seeding. PER A LENT STARII I7ATION: All disturbed areas Will be stabilized With permanent seeding immediately following finished grading. Seeding Will be done per the included table 3.32D from the VAE&S handbook. STOR MATER RUNOEF CONSIDERATIONS: This project complies With part IIB of the VSMP regulations. It meets Channel Protection and Flood Protection criteria at both outfolls through the use of underground detention pipes. CAI CHI ATIONS: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. LPS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806002c dgn V) CL 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-45OI SURVEYED BY H&B_SURVEYING AND MAPPING LLC ________ DESIGN SUPERVISED BY BRIAN MCPETERS> PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN_ &_ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION CORE MIX LBS./ MIX DESCRIPTION ACRES X 100 % CERTIFIED FINE FESCUE 1 2 100 % CERTIFIED TALL FESCUE A 150 50 % CERTIFIED TALL FESCUE 3 X 50 % CERTIFIED FINE FESCUE 50 % ORCHARDGRASS 4 50 % CERTIFIED KENTUCKY BLUEGRASS J 100% BERMUDAGRASS C 1, 2 & 3 CUSTOM MIX 50 % CERTIFIED TALL FESCUE T1 50 % BARLEY, WINTER RYE OR WINTER WHEAT A 50 % FOXTAIL MILLET T2 50 % CERTIFIED TALL FESCUE X FINE FESCUES INCLUDE CHEWINGS, CREEPING RED, HARD, SHEEP. SEE SEEDING SCHEDULE FOR TYPE(S) SPECIFIED FOR THIS PROJECT. ALL RATES TO BE SPECIFIED BY THE DISTRICT ROADSIDE MANAGER X X THESE ADDITIVES ARE NOT TO BE USED IN AREAS THAT WILL BE MOWED. (SLOPES 3:1 OR FLATTER) I',(u �lb�lll�l III \ I I ul"III I ADDITIVES LBS'/ TYPE DESCRIPTION ACRES A 100% LOVEGRASS 20 100% BARLEY, WINTER RYE B OR WINTER WHEAT C � 15 100% FOXTAIL MILLET D � 20 100% ANNUAL RYEGRASS 1 E 100% BLUE GRAMA F 100% ALFALFA 1 G 100% WHITE CLOVER H . X X 100% CROWN VETCH (LEGUME) I xx 100% SERICEA LESPEDEZA (LEGUME) J 1 XX 100% BIRDSFOOT TREFOIL (LEGUME) K POLLINATOR SEED MIX SECTION OF SEED LOCATIONS 3 :1 R GREA�� or FLATTER 3.1 �M�OWED `SHOP E� DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION SEEDING SCHEDULE CODES LISTED IN SLOPES MOWED SLOPES MOWED SLOPES MOWED SLOPES MOWED TABLE REFER TO SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX SEED MIX THE LISTS OF WITH WITH WITH WITH WITH WITH WITH WITH CORE MIXES & ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVE ADDITIVES, WHICH SHOW SEED NAMES SPRING SUMMER FALL WINTER/DORMANT & APPLICATION MONTH & DATE MONTH & DATE MONTH & DATE MONTH & DATE RATES FOR THIS 3/16 TO 5/31 6/1 TO 9/15 9/16 TO 10/31 11/1 TO 3/15 PROJECT. 00250-002-R98, (3x) (3X) (3x)C (3X)C (3-)D (3X)D (3X)B (3X)B C-501 UPC 105806 X SPECIFIED TYPE(S) OF FINE FESCUE NOTES: 2. 3. RECOMMENDATIONS FOR THE APPLICATION OF SEED MIXTURES (CORE MIX AND ADDITIVES), FERTILIZER, LIME, ETC. SHALL BE OBTAINED FROM THE DISTRICT ROADSIDE MANAGER. ALL SEED, FERTILIZER, LIME, MULCH, ETC. MUST BE IN CONFORMANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS AND ANY APPLICABLE INFORMATIONAL & INSTRUCTIONAL MEMORANDA. APPROXIMATELY 1.14 ACRES WILL BE DISTURBED ON THIS PROJECT AND WILL REQUIRE THE ESTABLISHMENT OF GRASSES AND/OR LEGUMES. 4. REGULAR SEED SHALL BE APPLIED AT THE RATES SHOWN IN THE CORE MIX, ADDITIVES, AND WHERE APPLICABLE, CUSTOM SEED MIX TABLES. SEEDING QUANTITIES SHOWN IN THE ROADSIDE DEVELOPMENT SUMMARY TABLE ARE BASED ON THE HIGHEST NORMAL SEEDING RATE FOR EACH CORE MIX (BY SEASON FOR BOTH MOWED AREAS AND NON -MOWED SLOPES), WITH A 25Y INCREMENTAL ADJUSTMENT TO ACCOUNT FOR SEEDING PROGRESSION, SEEDING AFTER SIGN OR GUARDRAIL INSTALLATION, AND OTHER MINOR UNPLANNED DISTURBANCES. 5. REGULAR SEED SHALL BE FERTILIZED AT THE RATES SHOWN IN THE FERTILIZER SUMMARY TABLE. THE TOTAL FERTILIZER QUANTITIES SHOWN IN THE TABLES INCLUDES THE 25/ INCREMENTAL ADJUSTMENT DESCRIBED ABOVE. 6. OVERSEEDING RATES SHALL BE 100% OF THE REGULAR SEED RATE WITHOUT THE INCREMENTAL ADJUSTMENT. 3 1 P� 7. OVERSEEDING SHALL ONLY INCLUDE FERTILIZER ONCE, AT THE RATE SHOWN IN THE FERTILIZER SUMMARY or G fir° TABLE. ADDITIONAL OVERSEEDING MAY BE DONE WITH NO FERTILIZER APPLIED, OR A SOIL TEST MAY BE FLATTER PERFORMED TO DETERMINE THE SPECIFIC NUTRIENTS NECESSARY TO ESTABLISH THE GRASSES AND/OR 0,l LEGUMES. MOWED 1�,�(3 8. THE ENGINEER WILL REQUIRE THE CONTRACTOR TO PERFORM SUPPLEMENTAL SEEDING WHEN LESS THAN 75% UNIFORM STAND OF THE PERMANENT GRASS (AND LEGUMES) SPECIFIED IN THE MIXTURES IS OBTAINED. (ANNUAL SPECIES SUCH AS RYE AND MILLET ARE TEMPORARY VARIETIES AND REQUIRE SUPPLEMENTAL SEEDING.) ROADSIDE DEVELOPMENT SUMMARY LEGUME FERTILIZER PROJECT NUMBERS REGULAR OVER LEGUME OVER TEMPORARY ®„ TOPSOIL LIME HECP HECP HECP HECP AND/OR SEED SEEDING SEED SEEDING SEED CLASS A N P K (TYPE 1) (TYPE 2) (TYPE 3) (TYPE 4) NITROGEN PHOSPHORUS POTASSIUM LOCATION DESC. LBS. LBS. LBS, LBS. LBS. C.Y./ACRES TONS LBS. LBS. LBS. S. Y. S. Y. S. Y. S. Y. 00250-002-R98, 242 194 0 0 114 1.14 5.13 109 150 75 C-501 UPC 105806 242 194 0 0 114 1.14 5.13 109 150 75 ® DENOTES ITEM(S) TO BE PAID FOR ON THE BASIS OF PLAN QUANTITIES IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE CURRENT ROAD AND BRIDGE SPECIFICATIONS. 9. LEGUME SEED SHALL BE INOCULATED WITH THE APPROPRIATE STRAIN AND RATE OF BACTERIA. FOR HYDROSEEDING, USE FIVE TIMES (5X) THE AMOUNT OF INOCULANT RECOMMENDED BY THE MANUFACTURER. 10. THE DATE SEED IS APPLIED SHALL BE USED TO DETERMINE WHETHER TO USE HULLED OR UNHULLED SEED FOR BERMUDAGRASS AND SERICEA LESPEDEZA. SPRING & SUMMER (3/16 TO 9/15)= USE HULLED SEED. FALL & WINTER (9/16 TO 3/15): USE UNHULLED SEED. 11. EROSION CONTROL MULCH, AS DIRECTED BY THE ENGINEER, IS TO BE USED ON AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN 14 DAYS DURING THE DORMANT PERIOD (11/1 TO 3/15). 12, WHEN EROSION CONTROL MULCH IS USED, IT SHALL PROVIDE 100/ COVERAGE OF ALL DENUDED AREAS. 13, HECP SHALL BE APPLIED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS (OR RECOMMENDATIONS). PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112O18 KARIC_CIV\113O38 - Albemarle Cty On-Coll\2O_lvyRd\CADD\REF\Sheets\d1O58O6OO2D.dgn 0 U O In a L 0 E 0 0 + 0 L 3 0 U 0 0 a 0 T E 0 a 0 0 0 0 0 .L 0 L + 0 + L 3 0 L .3 C E 7 0 L 0 U C 0 0 L E 0 0 0 23 0 O a L a 0 0 3 U 3 0 c 0 U 0 a a U N a 0 0 L 0 0 w T 0 0 C c u) U u) 0 0 c E L + C C 0 L + c L a c 0 In a U O U PROJECT MANAGER J. KELS-EY (4J4)-372-4.-0I------------ NOTES: REVISED STATE STATE SURVEYED BY LI&B_SURVEYING AND MAFFING LLC ________ 0$_08_18 ROUTE PROJE DESIGN SUPERVISED BY BRIAN_MCFETERS FE_(KIMIEY-HORN)_ I•) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT 12-21-18 DESIGNED BY K/MLEY--HQRN&-A55QC1ATES INO.----------- STANDARDS. 0250-00` SUBSURFACE UTILITIES BY INFRAMAP-COaFORATION------- VA 25O 2.) CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING CURB RAMPS AND BUS. RW- 0 0 � ENTRANCE BETWEEN ST AT IONS 120.75 AND 12I.50• CONTRACTOR SHALL T EST Q o m DESIGN FEATURES RELATING TO CONSTRUCTION PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS LINE /N ORDER o z o OR TO REGULATION AND CONTROL OF TRAFFIC a' o o a� MAY BE SUBJECT TO CHANGE AS DEEMED m TO AVOID WPACTS. m o m o Cl- C:)� Q (n o a) j C o j NECESSARY BY THE VA DEPT. OF TRANSPORTATION �� C) C) o o�l��� ~ o �� �� Q o O o0\�� 4 o v ### Z a) i O vC\J Kimley-Horn &Associates, Inc. o Ln a, o 0 0 0 o v v N - v z EE J Richmond, Virginia Q Q)a O v v Q, g C�z o�� 4v oW�� (-) # ROADWAY ENGINEER o� �� o ci�N�I� vim# # o0<O�O C) g Z O o a # # BUCKII yGH4 BRANCH RAILROAD _ _ ___ -------- — ---- --- — adt ------ ------ - ----- ---- --- -- ------ ---- -- -----Rrood- ---t-------I- --+--- ----- ---------------- ------ ------ Railrooc� --- ---- -- -- Old Railroad Ties Old Railroad Ties Old Railroad Ties High Brush 0/d Rat/road Ties o n n Low Brush & High Grass 1 Existing Right of Way a Low Brush & High Grass EXIST • R/W z a a _ VDOT Project 722A-2 G3�2500 — 56a �i * VDOT ProjExisting ect 722Aght of �2 Rte. 250 560GV I High Brush Eoi � 2,2 3 ° j _ i �G (Century Link) T5/5�f o B T /FOJ Steel 56 — — — — W C llt d Steel d _---_ --- --- -� --- --- --�__ F _ _ _ Coated 11� TH# ,35 6 „� ---- ' - " - -- -- --------------------- ---- -' 11 ��� -i" -r -r -r - - - - 7 �, 1 -T - T - - -r T , ,' ,' /' ,' ,' ,' ,' ,' ,' , ,' ,' ,' / / -- -,' / / Cost/irsn J'A� / /" / /" //" / / /" / / /" / /" / /" /" /' /' /' /" PaVeert , /,' / / /' QAD CID / �1 ,' RrEl ,' /' ,' /' /' / rg'Y i / /' 6 /' / /' /' /' / / / �I / /J ? / / / / / / / / / \�, / / / r/� / ��I / / / / / / ,S 7/''OJ`2'�E ,/ / / / / / / / / /POP• / / / / / / / / / / / / / / / / / / / / / / / / / / / , /' ,' / /- / / / / / wAte, / , / / ,' , / / / / / / / / / / / / / / / / / / / i �- / / i /" i i i i i' AI�BOX / / / / / / / / / / / / / / / / / �' �' ,' ,' ,' ,' /• �, i /" /' /' /' / /' ,' to � Gar / / / . . ./ ,# j j j j � 5/' / / L • / / / / 4,L/ O /c� / i /" / / /� % / 6.711 / / / / /SAWCUT�' /, A �, �, �, �, �, �, �, /,LQ 4• ��' j' A /� LQ , ,' ,' ,' ,' ,' /, /, �, /, / /, ,' / ,' ,' ,' / ,/ 11 - - - - - - - - - - - - - / • � I/ / � • O ` O O O O O O O •O O • � j / / � � �ay7`l I � / — — —° o _ ._ _ n o _ c_a + - - - - / )J..11-71'�'/,, . D D - _ _ - - - - -F O o O O �D ° D ° D (I Q ° o O O / // D ° O - - - - - --- --G D o O -D °D° ° -Shrubs9�� O p ` o - - - - - - D °. ° ° ° D ° : D - ° ° D ° I O °D D - ° -°°. �r ---- ------ - -- - -- • F D.°°°. p.e -D ° D ° -D ° D.° - •D- I{ de ne Wall O /' , / 15 D v V \ # o 0 0 \0 ° • o o Ln Q T9 RM R n° (ya p�ZV 0 E 100°00) - - - -, _ .,,_ �; ,-._ ° _ _ _ _ ° --•_-•�1tE•- _ — o l 6 0 i I - - _; _= _ _ _ O ° ° - - �e / ,' �� •15.00 i off- O o O O ° — — _ _ _ -- •- ' N F O ° ° O <" �" D9 s - snr - /�V '--.._.._.._.. �r _.._. _.._.._ O ; Ed( �1 i 3, D,11/�/ _• I II ''•'�•o0P -il �\�. .�. . �r�' //' `---- OS •' / I\ a II o m „ o PROP VDOT �- II a �� U EASE. ••'••. �,' '_- E.._.._.._.._.. � .._. .SZ.. _.._..� P. T EASE. FOR - U / • ° '' �- •' -iI 3 S S _ • PROP. OP. T R • A� li Q) it - -a b • o PROP. TEMP. EASE. � PfOP. PERM. DO�I�I/N/ON W FOR CONSTR.OF Z � ��' /;_.._•• t eD SL PE �-f � n ' o, I ab�� � -, ent, I III ' �, o<o o ENERGY E o " PR P. PERM �1V , -6 � 11 �u "�' a� I W W N Af rPravement _ - - -� Gross �\ PROP. SLOPES & J - - _ - II II �, �� L I P/�O��TIi'iJG. F} • ,\ /.� C• a o I, I , ,I UTl lj� ° Walk I v u u I o o-' �G° \ DRAINAGE - DQ II III I �lj ___ _-- I nC, lde' `i I%� �n a ua >I a i 1SQ#,STR. F'CURB D ��� �o(! V V GAG• 6, X , i 3 5 III 1 �Q' 0° - I I o �' Gr�OP S ° fi W DI D; �3� 1 a i LII II e TE P. EASE. ► , �Yu ' II II o �e, oPe Sao p PROP. TE P. SASE. Q pa + ENTRANCE t ° p �,' n'I'11 �. I u Q - i i _ Q On�SG , - ` eE CE r M" o _ PROP T 4P• �_ SE• o - - - - - --°Veme�f °II p , � \ � - - - o� a E ALK i �I I 1 I u u n cn o , p�� E� TR o Q ' z OHERS III '1 U II ( (� ' I II , J O i , S� e - - - / J d �,'' , u\ Story Brick a II°- W PROP. PERM VDOT D r D I F UTILITY EASE. - —\�'I'k\ Il �', 'I ,I �� # 2260 ° I Q W 2 S�°�`i °(� o N • N 1 DI I 11 I JC�L C) 3-7 \\5 %��` c ►°`°�� II 1' ~ 1 '--- Sidewalk' z x°°�2�� _ R E E. a 1 'Cone° � - o O J \\\ ioe`OR�C STR• AND r o I '� °' w �'cn o o' S�aq� 5 #304 E P/PE & RV URE c c G a �� :� �: o E D CO N. ST ILLFRIED LANE O o W o a `� > �' T 200*62.50 ST ILLFR/ED L E CO ST R. m N m o � J J o BE C . Sal FRIED =� o Gp� Sf' 6 STD D L `� c a �- c o, W z z o 0 a' Z CD a> o o o, a) 1- No a o o O J J ## CONS- R. Z Q)� o o o o O >, Q o _ zz \ �_ O�� O �Z 0 o o g �� vim# p �o 0 0 \ �' O • OO \ \\ �o o \� Q) o Co t •O a� o tq v x0� xOO • �� OOI \\C I� � � o �0 O 0- V) _ # � 0 �� �p \\\ p Zn a# a o o 004 0�� \. \ Z z 003 J J o L THE RECTOR AND VISITOR OF o v o N _ THE UNIVERSITY OF VI R tA34 0 � Q a 002 a WEST EN SHOPS - WEST, C {NEST END SHOPS EAST, LLC DB 25/ PG 005 0 A VIRGINIA LIMITED LIABILITY CO PANY A VIRGINIA Ll�ITED LIABILITY COtiIPANY PARCEL ID* l 06000 �00-00-03/00 \ \\ � � � � JO EPH •TEAGUE & DB 1805 PG 05 AC 64 / \\ 0 0 0 # # ARY JANE TEAGUE DB /805 PG 670 DB 775 PG l54 # 1.42 AC. PARCEL ID* 06000-00- 0-03900 PARCEL lD 06000-00-00-03800 0° 90 AC. Rod PARCEL ID# 06000-00-00-03700 ° REFERENCES I Fd (PROFILES. DETAIL. & DRAINAGE DOMINION VIRGINIA POWER LU)VOS UTILITY OWNERS 1PS&E PLANS 40• JEFF CARTER CARY BOW4AN LEGEND 1719 HYDRAULIC ROAD 401 SPRING LANE -300 CENTURY LINK THESE PLANS ARE UNFINISHED CHARLOTTESVILLE. VA WAYNESBORO VA 4S• T HERESA BRYANT AND ARE N 0 T TO BE USED F 0 R DEMOLISH AND REPLACE PAVEMENT EXIST. PIPE TO BE ABANDONED TEL: (434) 972-673/ OFFICE: (540) 946-3500 4/7-4/9 WEST MAIN STREET o :: .. 4:.° `a PROPOSED CONCRETE ANY TYPE OF CONSTRUCTION �` A:°p.; E4AIL. Jeffre .L.Corter@dominionener •com CHARLOTTESVILLE.VA 22091 e.. Y 9Y • 8 EXIST. PIPE TO BE REMOVED COMCAST E4AlL. boWmoncr@lumosnet•com OFFICE: (434) 9TI-1371 • ' • • ' • PROPOSED PAVEMENT OBSCURING OF PAVEMENT 9 TO BE CLEANED OUT CELL: (424) 806-6826 . 4R. HAYDEN WOODRE ACSA (WATER & SEWER) 324 WEST 4A/N STREET ALEXANDER MORRISON E-44/L. thereso•bryont@centurylink•com / ASIGN TO BE RELOCATED (BY OTHERS) CHARLOTTESVILLE. 22091 168 SPOT AP ROAD UVA 41LL/OVERLAY/BUILD UP ASTD.CG-2 RE0'D• N � ASTD.UD-4 RE0'D. (540) 769-7043 CHARLOTTESVILLE,VA 22911 TELEPHONE / FIBER / SANITARY (F4JSTD.CG-12 TYPE A REO'D.EWILrHoyden-Woodre@Comcost.com (434) 977-4511 X 116 4R•4ARK ROACH DENOTES CONSTRUCTION LIMITS IN CUTS A STD.CG-12 TYPE B REO'D. A STD.RW-3 REO'D. GAS E4AlLr omorrison@seryiceouthorityorg (434) 243-1704 A DENOTES CONSTRUCTION LIMITS IN FILLS A PROP.5' CONC. SIDEWALK CITY STD. SIDEWALK WITH 40NOLITHIC CURB 4S.44RY ZYLOWSKI EMAIL:msr3w@ylrginio.edu • A CITY STD. SIDEWALK CITY OF CHARLOTTESVILLE (CC) NOTE: DOT -DOT -DASHED LINES DENOTE TEMPORARY EASEMENTS. APROP. 6 CONC. SIDEWALK 305 4T H STREET NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY 0 RAD• CG-6 REO'D. CHARLOTTESVILLE, VA SCALE PROJECT SHEET P OFFICE: (434) 970-3815 OTHERS) A STD. CG-6 REO'D. E441L: zyloWski@chorlottesvllleorg o 25' 50' 0250-002-R98 3 1212112018 KAR1C-C1V\113038 - Albemarle Cty On-Cali\20_lvyRd\CADD\REF\Sheets\d105806003.dgn 1212112018 d105806003A.dGn ................. ... . . 9:36:34 A� Plotted.. . By. Jon.othon.Oliver C C E U Q0 PROJECT MANAGER J. KFLSEY (4j4J272- 5Q1____________ SURVEYED BY I&L3 _SURVEYING D- MAPPING,— LC- _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY BRIAIV_MCPFTEI?�,RF_(iCIM�EY-HQRIVJ_ DESIGNED BY LSIYLEY-IIQRN_&-4SSQCI87-ES INQ.___________ SUBSURFACE UTILITIES BY LNFRA1VAP_-CQRP062L1Q1L_______ Q- ♦ 11 / ^� v 1 LI\ W HOR/Z : /" = '25' + 118.00.00 119.00.00 120.00.00 + 121.00.00 122.00.00 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER 123.00.00 REVISED STATE STATE SHEET NO. IRCUTEI PROJECT 250 0250-002-R98 VA. gUS. PE-101, RW-201, C-501 3A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION �_�AI0 7 124.00.00 LQ Q PROJECT SHEET NO. 0250-002-R98 3A 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806003A.dgn U 0 U O ¢¢ 0 0 E 0 0 + 0 L 3 a + 0 a 0 0 T E T 0 0 + a 0 C N .L O L + 0 + 3 + 0 L 3 + C E 0 L O U C a 0 L E 0 0 0 23 L O a n 0 3 + L U 3 0 U c 0 a i n U a L 0 0 T 0 c U 0 E L C 0 L L N + C L a 0 V) a U O U C Q0 �u) PROJECT MANAGER ____-_______ REVISED STATE STATE SURVEYED BY _HB_S_URVEYIIVG A1VQ MAPPILVQ,IL-________ 08-08-18 ROUTE PROJE DESIGN SUPERVISED BY BRIAN-MCPFTERS, 6E_(KLM-LEY-HQRN1_ NOTES: 12-21-18 DESIGNED BY K/MLEY-HQR/V &_ASSQC/AT�S /IVQ._ _ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRA0 CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD � �, 250 0250-00� MAP -CO FORATION _ _ _ _ _ _ _ v VA. PER VDOT STANDARDS. a PER . P E-101 RW- CV Q c o DESIGN FEATURES RELATING TO CONSTRUCTION _ o ° Q OR TO REGULATION AND CONTROL OF TRAFFIC o o c p, _ # MAY BE SUBJECT TO CHANGE AS DEEMED oo N N o o o N NECESSARY BY THE VA DEPT.OF TRANSPORTATION ��aN �� o Q CIOC\Jo v o o v v N Kimley-Horn & Associates, Inc. oo Cl-oo o N c� c0 Richmond, Virginia o o v# ROADWAY ENGINEER TOC CGO o o C)_Kalil BUCK/NGH4 BRANCH RAILROAD Q' N � o Q --- ----- ------------------�— -------t-------Rallroa�--------- ----t ---— — ------ ------ --- t---�--- ----- __ Rallr I I Stone LL- ram, Headwall Existing Right of Way _ P 002 —102 EXIST. R/W Low Brush Ex / / h Grass •�� II ° ° VD o c 4 AD CO ST 4. 0 452- Hardwoods o0 ° a _ Concrete _ 6 G _ 1 I (Center 0�. 002-R98, PE-/0/, C-50/ Hea wall --- - � T/FO y Link) Wash cf 09 i "W Coated S �� d 4#4 Edge of pNment - - - - - - 12 " — — d Coated Steel 36 A — — �� o �J`------------------------------ — I ---------------�-�as�l�en SAC-S��-----------� -r ------ ---------------- ------------- 6=� --- ---- - -- -- --- 11�dge of Pavement �' / / / / / / , ,"� W Z Qp LIJ Qom° I I g ;�.j /"1" �" �" �" �, �, �,% i iT-#��/ / TO CRO ET (Century Link) II i' �' �' / Jy. /�- T /T -++ �- 61, G �SFM--- FrIjP nf_Pwement-----------------------------ILT�J-------------------------------- _ --- ---� 5 1-g - --- _-------------- i" i 6 S MiT/'�gi / iron ( ®® 8 W — — SF 44/ — 6 — b Cast Iron) I ---- ----- -"d _ _ - t -1- - - O 9e ACSA) // Cast Iron GSiF�ss g W I g ° W - _ 1_ 1- L ^Z _,'� O o / nq Ig o Way Ductile Iron (ACSA) i -Ro _ _ _ _ co h �� II 4° 5' Wide Stone Wall Ductile Iron (AC.SA) ' Wide tone Wall Cast ron 3 T/ (A u-74,Q -t AvonngTe O Q Q � T/Ta T Wide St e 00) PM9 , _ — �� one Wall �� // I I se R T tury Link) 4 �`, FIE AlN 0' 00 E /00° 76) hrubS l II 4e IT9 — I (S 65° 06 00 E 100.201) to p/a — „ s 1 k I I Cast Iron 8 s �� # 4 s TO RE4 N — M � � s 306 � In pl.�8" Iron — __�0#436 �--- SF II v 437____--_____________E—____________----------- # �I In Pl° 24" RCP —------------ 435 °c In Pl. - (Century Lin o v ° II 6„ _---___--"3B II X.3B T/Tg X. 3B l ► I � 0 L T/FO � o v X. II ___--__---- In PI° 24 RC a 5 I // o I I _ _ — — _ _ — — — — — Q N I I �ROP. PERti1. DRAINAGE EASE. I I _ OR CONSTR. AND 4A/NT. OF • o Q)� °c _____ t____-�� 0 DR AGE PIPE & STRUCTURE o // F136 RCP o e ofi Pav \ `r�� II � � , _ — In c °c N Ed9 � II � o; 2 .' c a> �, �% I I Cn c o v v v I I v N Nq- a) °c o o � / R �6, II cn N CIO COo AsphSidewol - c N Z \\ o' / C \ Q� °� °Q E II Cr 'v II C Z �� Asphalt `v o c II a, a) I I o 00/ I I Q/ o o � PC)N 'N 6v-C THE RECTOR AND VISITORS OF4 o QO 7 a II II THE UNIVERSITY OF VIRGINIA o o ;Q,OoNco o,Q C DB 25IPG 005 o ,ate o� c vWJ\� i o o J 6 Pv ll° 16 AC. I I Z I I �i�e , PARCEL ID# 06000-00-00-03100 I I oa o SPA C\J #438 i I �,� #305 Sep e� b # C \ \ `� o s� c �� I II\ Fps&E PLANS LEGEND THESE PLANS ARE UNFINISHED AEXIST.PIPE TO BE ABANDONED AND ARE NOT TO BE USED F O R DE4iOLISH AND REPLACE PAVEMENT o4`A;pa:o:.dtl': PROPOSED CONCRETE Curye IVY-1 ANY TYPE OF CONSTRUCTION A EXIST. PIPE TO BE REMOVED PI = 108.08.31 • DELTA = 28° 02' 12.80" (LT) • PROPOSED PAVEMENT OBSCURING OF PAVEMENT DELTA TO BE CLEANED OUT D = 2.30' 46" A SIGN TO BE RELOCATED (BY OTHERS) T = 569.27' MILL/OVERLAY/BUILD UP A STD. CG-2 REQ'D. L = 05.74' A STD. UD-4 REO'D. R = 2,280.11' A STD. CG-12 TYPE A REO'D. PC = 102.39.04 DENOTES CONSTRUCTION LIMITS IN CUTS A STD. RW-3 REO'D. PT = 113.54.78 A STD.CG-l2 TYPE B REO D. AV = 35 MPHDENOTES CONSTRUCTION LIMITS IN FILLS A PROP.5' CONC. SIDEWALK CITY STD. SIDEWALK WITH MONOLITHIC CURB e = MATCH EXIST. S.E. NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A PROP.6' CONC. SIDEWALK A CITY STD. SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY 0 RAD• CG-6 REO'D. SCALE PROJECT SHEET P OTHERS) ASTD. CG-6 REO'D. 0 25 50 0250-002-R98 3B 1212112018 KARIC_CIV\I13038 - Albemarle Cty On-CGII\20_lvyRd\CADD\REF\Sheets\dIO5806003B.dgn 1212112018 d105806003C.dGn 9:36.40 AM Plotted By.. Jonothon.Oliver C C E U Q� o� PROJECT MANAGER J. KFLSEY (4j4J272- 5Q1____________ SURVEYED BY I&L3 _SURVEYING D- MAPPING,— LC- _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY BRIAIV_MCPFTEI?�,RF_(iCIM�EY-HQRIVJ_ DESIGNED BY LSIYLEY-IIQRN_&-4SSQCI87-ES INQ.___________ SUBSURFACE UTILITIES BY LNFRA1VAP_-CQRP062L1QlY_______ Q- tr '♦ V ' \ tr LA cr I� ///.00.00 112.00.00 113.00.00 114.00.00 W HOR/Z : /" = 25, THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER • REVISED STATE STATE SHEET NO. IRCUTEI PROJECT 250 0250-002-R98 VA. gUS. PE-101, RW-201, C-501 '3� DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION LIi'jI 'fit r� v 1 z Y�i�l•7Q������ • //5.00.00 116.00.00 //7.00.00 118.00DO PROJECT 0250-002-R98 SHEET NO. 3C 1212112018 K:\RIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806003C.dgn 3 PROJECT MANAGER J.-KfLS-EY_&J41-3Z2-J5-2/____________ SURVEYED By --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCIM�EY-HQRN)_ DESIGNED BY LSIULEY-IdQRN_&-AS,5MAT-F-S- ldQ.___________ SUBSURFACE UTILITIES BY 0fBA1VAF_.CQaE0BBLIQI� _ _ _ _ _ _ I tZ v 1 v / O s O CID La EROSION & SEDIMENT CONTROL LEGEND THIS SHEET FOR E&S CONTROL ONLY Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 Denotes Temporary Silt Fence, St'd EC-5 Type A or B Denotes Temporary Diversion Channel, St'd EC-12 Denotes Temporary Diversion Dike, St'd EC-9 3TRUCTION TRAFFIC _MED NSPORTATION V V Iron Fps&E PLANS 0 RCD Denotes Rock Check Dam, Type I; St'd EC-4 THESE PLANS ARE UNFINISHEDAND ARE NOT TO BE USED FOR _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 ANY TYPE OF CONSTRUCTION �P a Denotes Inlet Protection, Type A; St'd EC-6 �P B Denotes Inlet Protection, Type B; St'd EC-6 rsi Denotes Slope Interrupter; St'd EC-15 Ps Denotes Permanent Seeding rs Denotes Temporary Seeding LOD Limits of Disturbance 1212112018 KAR/C_CNV13038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806003D.dgn PROJECT MANAGER -1. KELSEY (4J4_)-372-_4.-0/____________ SURVEYED BY AND- MAPPINQ,JLC-________ DESIGN SUPERVISED BY BRIAN_MCPRTEf?�,RE_IiCIM�EY-HQRIU)_ DESIGNED BY K/MLEY--HQRN & _A55QC1A= INQ, ----------- SUBSURFACE UTILITIES BY INFRAMAP -CO FORATION ------- c EROSION & SEDIMENT CONTROL LEGEND THIS SHEET FOR E&S CONTROL ONLY Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 Denotes Temporary Silt Fence, St'd EC-5 Type A or B Denotes Temporary Diversion Channel, St'd EC-12 Denotes Temporary Diversion Dike, St'd EC-9 7 0 �'z �1 L a� 0 O# N Z DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION W (W >LQ (Z 1`v 1 ` LPS&E PLANS Q Rco-� Denotes Rock Check Dam, Type I; St'd EC-4 THESE PLANS ARE UNFINISHEDAND ARE NOT TO BE USED FOR _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 ANY TYPE OF CONSTRUCTION �P a Denotes Inlet Protection, Type A; St'd EC-6 E Denotes Inlet Protection, Type B; St'd EC-6 rsi Denotes Slope Interrupter; St'd EC-15 Ps Denotes Permanent Seeding rs Denotes Temporary Seeding LOD Limits of Disturbance 1212112018 KARlC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806003E dgn 0) a O U O U PROJECT MANAGER -1. KELSEY (4J4_)-372-_4.-0/____________ SURVEYED BY AND- MAPPINQ,JLC-________ DESIGN SUPERVISED DR I VEWAY P R 0 F I L E S DESIGNED BY K/MLEY--HQRN & _A55QC1A= INQ, ----------- SUBSURFACE UTILITIES BY INFRAMAP -CO FORATION ------- SCALE 1 I N. = 5 FT. 580 --- ----------------T---------------- --- -_ DESIGN FEATURES RELATING TO CONSTRUCTION r---------------- ' OR TO REGULATION AND CONTROL OF TRAFFIC (� p STA. ENT Ro �l T J T A. 119+60 IVY MAY BE SUBJECT TO CHANGE AS DEEMED I I I I o I I I I I I NECESSARY BY THE VA DEPT.OF TRANSPORTATION 575 I I -----------------------------------7---------- I ---------- - - ---- I I ----------------------- T----------- - - - - -- Kimley-Horn&Associates, Inc. I N Richmond, Virginia /u,y + ' CO ROADWAY ENGINEER - � STA; = 0+3/.50 Q � I I ~� --------------------- ----------------- IVY ROAD � J L = ✓O.00 ��I EXISTING GROUND PROPOSED Q0 Q- LQ W GRADE 565----------------- _------------- L t _-_ _2.00%-5.00�! +2.13% I I __ _-------------------- - - - - - - - - - - - - - - - - ---------------------- I I Edge of Pavement I I I I I I I A50' 15000' 560 L----------------------------------i----------------- I-----------------------------------i-----------------I 0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0,50.00 0+60.00 lVY ENT Ro RT o STA. 121 +26 IVY o 580 T------------------------------------------------ C) p A + I -1 p V) N~ N EXISTING nit �' 575 I 1 r----------------- I I p p� I -------- ---------------- --------- 7---- tTjn , p -----------------------��-(V-'---------------I GROUND I (n •I � I �I O IVY ROAD ' Ln JI ��I L ---------------------------------- PROPOSED o>_+J4.� GRADE e_ -------------' -- 570 ---- ----------------- Ln �� - - - - - - - - - - - - - - - - - - - - - - - - - - ----------i--`------------- - - - - - - - - - - - - - ------ - - --------------- PV1 STA = 0.41.50 EL = 57/.37 I I I L - 15.00 I I I 565 ---------------- I I I idge of Pavement I I I I I I I I I I I I 21/050' I I I 29.67' I I I I I I 560 L----------------- I I I I ------------------ ----------------- ------------------ I ----------------- I I i----------------- 0+00.00 0.10.00 0+20.00 0.30.00 0+40.00 0.50.00 0.60.00 /vy 580--------------------------ENTR. RTo-STA.-123+65-1VY-----o - p--------- T - - T - ` - - 1 l I I I I p I p • I I Lf) � M C), p C) p pVJ p'\ �� Qv) 575-------- t ° ----------------- +'------------Q0LC) ------------ " , ~/�� • ------ ___--6---- r 7 - V7� -,- - _ ; - -,-� v � -- - - - 1 IVY ROAD PROPOSED GRADE N op Q c~i� \� k- Lu Qz D>J EXISTING GROUND > -- ----'_ , 570 M---------------------------- - - - - -- - �'�+------------------�'--------------�1- - - --- +IS• -=PLANSQ) ca W - 0`� PS&E w 1-s 1 1 CCq------- - �1H r _ o --- 1-------------1------------------1 ; �� ��__�_ ___----- t 6' STA = 0+56;50 THESE PLANS ARE UNFINISHED ------------------ ---------------- - - eoo +10 e00oo AND ARE NOT TO BE USED FOR STA = 0+45.10 EL = 570.5� 565 -----------------1-----------EL-= 56�?3------L--=-1�1,00-- ---- - ANY TYPE OF CONSTRUCTION ----------------- ltdge of Pavement L = l0. 00 �jI I I I I I I I L1/o50' 1 1 1 4/.00'Not 1 1 1 1 I I I I I I I I 560 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - 0+00.00 0+10.00 0+20.00 0+30.00 0+40.00 0.50.00 0+60.00 0+70.00 0+80.00 1212112018 KARlC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806003F dgn 0 U 0 a 0 0 T E Y 0 t 0 t 0 .c t 3 a v r U 0 0 a 0 0 E T 0 C, 0 a 0 0 0 0 C, 0 N L 0 r } 0 } L 3 0 I 3 C� O t 0 U c 0 L L 0 L E 0 0 0 0 L 0 a L a N 3 U 3 0 U 0 0 a L a U N } 0 T O U L 0 c E t c 0 r t L a c c 0 a U 0 U c 00 N� PROJECT MANAGER J.10ELS_EY_&J4)_3Z2-_4._QL------------ SURVEYED BY --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCIM�EY-HQRIU)_ DESIGNED BY LSIULEY-dQRN_ &-AS,5MAT-F-S- ld------------- SUBSURFACE UTILITIES BY 0fBBNIAP_.CQaE0B_4LIQI� _ _ _ _ _ _ �co c �v ) _Z a) o 0 0 0 a.) o�N Q_ , � 0 o Q QO � �# moo\ o �# p ��n N �# o CMN UZ � UzCo>Z oWz� vim # __ _BU_C_Kl G_HAM_ R_A_NC_H RAIL_RO_ -- -- --- ----I---- --- --- --�--- --_F--- I -- -- — -- Railro d --- --------- --- --- Old Railroad Ties LQ I ::D V �O o a> N o a) O of �N - � Q v0� # I�cn r o a� a' Q) C O � C r:z ) LI- z DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION ° G ----- Old Railroad Ties COQ Old Railroaq r- L'1 Low Brush Low Brush T 0 '� Coated Steel x0 c — — — /2 -14�-- 6 /l� - - - - --------- - - - 3 ---/- - -- 6 /,� _ _ Sewer Line 8" TC — O n�nt' ,, - �, '--- - r� �, �,-�, --- ���---T-T=T �bslr�n ' S�)- T-T-T-T-T �Edge�of Pav,�mn1Q0, - - - - ,' �' -T TO- 7- - - - 61 -��rr r-r �-- �" / / / / / / / / / / / / / / / / /T iT / /r/T/ / / / / / / ' / / / /' /ems*7tp -7 / , , / /' �/ T / / / / / �', / / / / / �, , r / i" i" i" i" IVY f aD�C� VTR / / / / / / / /� /" i" i" i" i" /" i" i" /" i" /" i" /" i" /" /" i" i" /" i" , �,'� j j (6�W,SA, ,' i' i' / �d S� qve e TE. Aj , /S G(lT / / # / / �ht�ir L%likl ' /' /T 4, 4- c\\j 2/ 0 # �l � � Leer l n� ou 6 QI 14 4 " FM, — —�_ — ° o 0 0 0 0 0 0 0 per p/1 0 0 0 0 0— � % ////'y�!'//^/,' J LLJ=\ \ �S =-P _!� 0 O 0 O V V . 0 0 0 0 0 . \ / , 1 LC ✓ / ' / 1 PD , - LQ / 1 \ Prl; // 5'/ / ° ° - /P/ I Y 1 C� / ° / -,L— / JGT/lam 4-6 A / / / - D° ° D D ° It,". ° D P D - f , D908 _----'" 65°06�=3 - _---_-----� trefr �°- o - -�' _T L �-7 � - _ = s--- ------ Za scope -- AFOP, 0 �N �/ ,'� H 3 _ , EXIST.R/y_�_---��'� - -- =— — — ---- ----- C Fd° 4"�f� /` cam" O -----_ ••` TH C�ii , I� II i---------- -&- -- ----- -=-�T- - --- -- - ��;(f�n(� Rl�/G1rl-- II ;i; -- ---_ _yy�9 ------ 2 IliI,�O e avement, \\ 9 III III I II ° III } VP 2°G I l RCII ��1 " �/� , / , I ' �pS� - 0 -�� p. }.I-�• - -• ---- �.14.. I III j' • / / II II I� �� # Q IIU , /'I II Q .��'' _.._.._.._.._... S 0 \ .56 / Q`..\. \ I I E PRr1P P�RAA+'/D E -� 4 °� IV ° eo I IIIJ-..-!� 4-5 \l _ _ -- ; off' CCo : a = _ i;' I I \\--' / ` i Q II C ii III Lu W \ - I I - X.4- I 4/ v l z ii� Q I�T. -o \ 100 RIGHT TURN TAPER l00 RIGHT T URN STORAGE i III C ° 11t, II� I ucn it ) Q • _\ I I �' PROP. TEMP. EASE FOR .. I ' II o o _ ' "a II PROP. TE P. III I I JK O U K Aslt PROP. TE4P. EASE. FOR III CONSTR. OFCOT TO EXIST. III „ �I � II� fl; EASE. FO Asphalt I I SLOPES, DRAI A BFFA/N/NG W I �� a II IIQ II 8 Gas Filler Caps ENTRANCE , CONSTR. OF PROP. L I „ I I II,c I K C° � N SLOPES, DRAINAGE, & tyVl7Go Curb I I I II II II III II �� `rn Conc. Pad w� F II II II K� QNc� �, � \\ PP TE P. I I I u l II �V II III I p CE ill and Overhang �C E RCP o RET. ALL In Pl°- 6 PVC B I In Pl° PVC CON TO EXIST.K� I u , I u I ( er II 3m2 S �/ i �3'� N 5 r — 30� S — " AN �550•M#3 I IIN 9 ° N A IC- __ I II� 02 v V Pavement e� P I j y6 � 8 0 a' �, II 422 DO NOT y5 T UR /N o - - - - I I""" "'' AGE a o a I I I�� 'm O I p o p o II PLACE Tl BER WALL o 66 II o,o ° ° o Q c a iLn j o° N o � �� �/ E DR E N o N o Q PROP. PERM. SIGHT o o cn CO — N N o ST 300�2I.50 COLD DR E CO ST R. ` N o � - ° � DIST. EASE. m ao � I I N N o aL QL Q - Q C� o, a, o, o, a) a) °' ��� N III I _ a o �'�' o o o4/7 Qa N Ln oa OO6 II aCOLUMADEW v 0 0 o � S w III c �� c-- DR °' Z o, � � 3 � :: O O C Q) �, + I� ° ° p p ° �, _ ST- 3 65.00 �_ 0 E l►/E C T�. (.n � � � � Ni PROPERTIES INC. a tea# o �� � Nc\J �� tea` �� (FORMER Y KNOWN AS _ I N o a p p - v° ffi-TING 0/L CO PANY INCORPORATED) 0 o z Q m p J a> DB 7/3 PG 670 cr)a I o o o 0.92 AC.(Per Calculation) AZaco PARCEL ID# 06000-00-00-040DO 004005o 29 Z W ,o 00 = v � o w POT 3-0-2-00.00 T SIDE EAST LLC z Q o y�ESl� N SHOPS - EAST, L C OVV N �► DB l68/ PG l33 � Low Brush i EXIST. R/W i Curye IVY-2 PI = 133.51.04 DELTA = 2/° 32' 4484" (RT) D = 2' 32' 23" T = 429.25' L = 848.37' R = 2,256.02' PC = I29.21.79 PT = 137.70J6 V = 35 MPH e = MATCH EXIST. S.E. 4 L/ ITED LIABILITY CO PANY W DB /805 PG 664 PARCEL ID*06000-00-00-040CI J l° 05 AC. PARCEL ID* 06000-00-00-05900 RENCES TAIL, & DRAINAGE 6 SHEETS, ETC.) Sewer Line 6" F%C LPS_&E PLANS )ATA /D LEGEND THESE PLANS ARE UNFINISHED ER DATA /E(I) DATA IE(2) AEXIST. PIPE TO BE ABANDONED AND ARE NOT TO BE USED F O R DE4iOLISH AND REPLACE PAVEMENT :;0 4; :::: �: PROPOSED CONCRETE ANY TYPE OF CONSTRUCTION a IF �� ����ANOTES: -TAIL SHEET 2E EXIST.P/PE TO BE RE40VED AIL SHEET 2F . • . • . • . • PROPOSED PAVEMENT OBSCURING OF PAVEMENT 0 TO BE CLEANED OUT I•) SEE SHEET 3 FOR UTILITY OWNERS. 4A ASIGN TO BE RELOCATED (BY OTHERS) 2.) CONTRACTOR SHALL RELOCATE ALL 4A/LBOXES ALONG IVY ROAD OF/LE 48 MILL/OVERLAY/BUILD UP �l STD. CG-2 REO'D. 4c ASTD. uD-4 REO'D. PER V DOT STANDARDS. S 4D A STD. CG-12 TYPE A REO'Q SHEET 4E T DENOTES CONSTRUCTION LIMITS IN CUTS 0 STD.CG-l2 TYPE B REO'DQ A STD. RW 3 REO'D. AN SHEETS 4RW [F7_ _ DENOTES CONSTRUCTION LIMITS IN FILLS A PROP.5' CONC. SIDEWALK A CITY STD. SIDEWALK WITH MONOLITHIC CURB 71OS 6(l) rENT ON 6(2) NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A PROP. 6'CONC. SIDEWALK A CITY STD. SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY A RAD• CG-6 REO'D. SCALE PROJECT SHEET P 'OFILES 6(31-6(5) OTHERS) STD. CG-6 REO'D. 0250-002-R98 4 NS lo(4) I A 0 25' 50' 1212112018 KAR/C_CNV13038 - Albemarle Cty On-Coll\20-lvyRd\CADD\REF\Sheets\di05806004.dgn 1212112018 d105806004o.dgn ............................-----------------......----- ----------------------- 906:55 4M Plotted By. Jonothon.0/1ver C C E U 00 LL PROJECT MANAGER J. KFLSEY (4j4J272- 5Q1____________ SURVEYED BY I&L3 _SURVEYING D- MAPPING,— LC- _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY BRIAIV_MCPFTEI?�,RF_(iCIM�EY-HQRIVJ_ DESIGNED BY LSIYLEY-IIQRN_&-4SSQC187-ES INQ.___________ SUBSURFACE UTILITIES BY LNFRA1VAP_-CQRP062L1Q1L_______ Q- ♦ Ln 11 / ^� v 1 LIJ W HOR/Z : /" = '25' 125.00.00 126.00.00 127.00.00 128.00.00 129.00.00 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER • J M- 130.00.00 REVISED STATE STATE SHEET NO. IRCUTEI PROJECT 250 0250-002-R98 VA. gUS. C-501 4A DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 131.00.00 PROJECT SHEET NO. 0250-002-R98 4A 1212112018 KARIC_CIV\113038 - Albemarle Cty On-0011\20_lvyRd\CADD\REF\Sheets\d105806004a.dgn 1212112018 d105806004b.dgn ......................................................................................................................... ............................,.......---------------- 9:36:57 4� Plotted By. Jonothon.0/1ver 0 0 w 0 C L 0 T E Y 0 + T 0 0 L 3 0 L U C N N O U O N a C C 0 C L 0 _ T E Y T C O + O Q O O C C O C O O N O L t 7 O C O 3 + 7 O L 3 C N E U O a N L C O N U C O U L L N Q O L n E c 0 w 0 C C E 7 �L PROJECT MANAGER J. KFLSEY (4j4J272- 5Q1____________ SURVEYED BY I&L3 _SURVEYING D- MAPPING,— LC- _ _ _ _ _ _ _ _ DESIGN SUPERVISED BY BRIAIV_MCPFTEI?�,RF_(iCIM�EY-HQRIVJ_ DESIGNED BY LSIYLEY-IIQRN_&-4SSQCI87-ES INQ.___________ SUBSURFACE UTILITIES BY LNFRA1VAP_-CQRP062L1Q1L_______ 200.00.00 • 201.00.00 202.00.00 THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER 300.00.00 301.00.00 REVISED STATE STATE SHEET NO. ROUTE I PROJECT 250 0250-002-R98 VA. gUS. C-501 4B DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION • PROJECT 0250-002-R98 SHEET NO. 4-B HOR/Z : /" = '25' 1212112018 K:\RIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806004b.dgn 3 PROJECT MANAGER J.-KfLS-EY_&J41-3Z2--4.-2/------------ SURVEYED By --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCIM�EY-HQRIV)_ DESIGNED BY LSIULEY-dQRN_ &-AS,5MAT-F-S- ld------------- SUBSURFACE UTILITIES BY 0fBBNIAP_.CQaE0BBLIQI� _ _ _ _ _ _ O d V 1 N tI\ v / V THIS SHEET FOR E&S CONTROL ONLY C6 1U II o I I C- o L-. - 7 y ST VV• T • • VVIVI • 300.65.00 COLONNADE •y �y• •• /� qIVE CO ST R. o�zN II � Q) C) l °io c# o 0 I zll ° o Jz o Q LQ Q QQ o 6 "SANS *300 Sewer Line 6" PVC EROSION & SEDIMENT CONTROL LEGEND Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 Denotes Temporary Silt Fence, St'd EC-5 Type A or B Denotes Temporary Diversion Channel, St'd EC-12 Denotes Temporary Diversion Dike, St'd EC-9 0 RCD Denotes Rock Check Dam, Type I; St'd EC-4 _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 �P A Denotes Inlet Protection, Type A; St'd EC-6 �P B Denotes Inlet Protection, Type B; St'd EC-6 rsi Denotes Slope Interrupter; St'd EC-15 Ps Denotes Permanent Seeding rs Denotes Temporary Seeding LOD Limits of Disturbance DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION —_ PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KAR/C_CNV13038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806004c.dgn PROJECT MANAGER -1. KELSEY (4J4_)-372-_4.-0/____________ SURVEYED BY AND- MAPPINQ,JLC-________ DESIGN SUPERVISED BY DR I VEWAY P R 0 F I L E S DESIGNED BY K/MLEY--HQRN & _A55QC1A= INQ, ----------- SUBSURFACE UTILITIES BY INFRAMAP -CO FORATIQN _ _ _ _ _ _ 1�Y -- - - - SCALE 1 I N. = 5 FT. ENT R° RT ° STA. 125+66 IVY o 570 p - --- - - - - - -- - - - - --- Q) ------------- - - -i-�-------- - - - - -- p Ln • �T J pN I I I I I I I (� + _ V• �IW^ 565 t^ ----------------- LO -----------------7-------------, --.-------- - - - - -T ZQ -------------,------------------ --------____� ---, N QL IVY ROAD PROPOSED GRADE 1 �11/0 IJI '^1/ ° Ln `W ,7.14°° 'V^J V) • _ - _ - -I- - 560 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +2e00 `A - - - - - - - - - - - - - - ' - - - - -I- - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ST A- _ �+4�5�- - i -I -I EXISTING G�OUND EL = 561.65 I I I I I I I I L = 10.00 555--------------------------------- ------------------------------------------------- -- ------------------------------------------------- -- I I I I I I I I I I I I I I I I Edge of Pavement 21,50 1 30" MEEK 310 550 L - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - J - - - - - - - - - - - - - - - - - 11 0+00.00 0+10.00 0+20.00 0.30.00 0+40.00 0.50.00 0.60.00 0.70.00 0+80.00 lVY ENT R° RT ° STA. 130+38 IVY 555 I 7 CV T I I I I I I I I I I I O� I I VJ I I 550 0---------------------------------- ---------- ---------------------;----------------- (vim) - `--------------------------------I------- VJ I I � L J LQ J Ln �' IVY ;ROAD PROPOSED GRADS 289% W -�_____-- - - - 545 - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - -• - - `-- _ - - - - - - - - � - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - ------- X7STl�VG-GRbYl - I IFdge I I of Pavement I I Bccl Edge Of I I Exist. Gu>i ter I I I I Pan I I I I I I i II 3.471 II 26.60, I I II I540 i L----------------- ----------------- ----------------- ----------- ------------------- ----------------------------------------- 0+00.00 0+10.00 0+20.00 0.30.00 0+40.00 0.50.00 0.60.00 0.70.00 0) a U C O U DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION JPS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112O18 KARIC_CN\113038 - Albemarle Cty On-Coll\2O_lvyRd\CARD\REF\Sheets\d1O58O6OO4d.dgn U c 0 U 0 a C 0 C L O x T E 0 t 0 t 0 .0 t 3 a 5) U C 0 0 a C 0 C 0 T E Y T 0 0 a 0 0 C C 0 0 C, 0 N L 0 r 0 C + 3 0 I 3 0 0 rn PROJECT MANAGER J.-KfLS-EY_&J4)-3Z2--4.-QL------------ SURVEYED BY --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCLM�EY-HQRIV)_ DESIGNED BY (SIULEY-dQRN_ &-AS,5MAT-F-S- ld------------- SUBSURFACE UTILITIES BY INFBBNIAP_.CQaE0B-4LIQIy _ _ _ _ _ _ _ OQ C)o C , �W DESIGN FEATURES RELATING TO CONSTRUCTION CP Q, o 0 0 o OR TO REGULATION AND CONTROL OF TRAFFIC cUr� . � # MAY BE SUBJECT TO CHANGE AS DEEMED °Q # ° o NECESSARY BY THE VA DEPT. OF TRANSPORTATION o c Cp � v ° ° Z c` o, o o o = o°� o Kimley-Horn & Associates, Inc. O c� v` °p p, o Richmond, Virginia p v \ Co �� O, V � j Q, = c� y� p° ^� ROADWAY ENGINEER m , 4 m � -�§ = TO RICH4iOND ai --- �--- — �---�— — � � �---�---�---�----I--- �— --� ---� --� -- �---�a1/road t -- �---�---�---� `3C, Old Railroad Ties 0ld Railroad Ties o ad Ties x ` c=,= m Rod e /� �o �o (S 62° 22' 00" E 218.071) ° o) Iron Iron P � -� -- a d d ° UNIVERSITY SHOPSE _€ _LLC c Aa `� ° �� �i� �� \ O ( �� 6I �►'� D - J PG 2/ S Co/?C, ,-3 0 a ° o0 h' 9 a �' TAX P# -l° 9 LOT lA o�cre fe rn C,o � �9 J , Vocc N .�,�, [1 ntury i Horde i, p pds o,� C,\,� V �� p� 1 ono �i0ms Mefo/ Corp o� N r� a T to e // / !`o \ \ �° Conc° Curb & Cor was orf c� lCen �' EXIST. R/W� 9 �90os h ,(\ �9 C71 ,.mac o�cr% <n o c L� � � _ �� Cyr coo � ° ,-� ��—�� < c. ` 54/4 a T6i S ;:. \ \ ✓/u/ch - _ ,`\ v J �10 ele �)vl z I-r.d" vv UNNER lTY SHOPPING EH, LLC (�'3T1�. ,'� �,'� �� , ro ^�� U�,3 DB 9/7 PG 2/ o� � •� r r , / ,'�-�, /" /�, /;/ , i ,_i! �' �� / p j'%� ,T sa 3 Am o 0°25 AC. TAX MAP# 7-1° 9 LOT lB \ STRUCTURE #000 AND INCOMING 42 PIPE ° 10 o� / �,' i ,' ARE UNVERIFIED BY SURVEY. INFORMATION o i #40 '05 4"7 i/�f��� /j� 9 / �o F IS ASSUMED BASED ON CHARLOTTESVILLE GIS° 88 J-I�js.STRUCTURE #000 INVERT IS INACCESSIBLE. P�l PROPERTIE.� JNC. z ��onc c� ST. ANNE'S - BELFIELD, INC. (FORMER Y KN AS �� ToP weir S o o o, DB 568 PG 197 WHITING OIL CO PANY INCORPORATED) 408-A o 0 2/°02 AC. DB 7/3 PG 670 007 °' o , 00 0 �� o c oc i a� PARCEL 07000/101 0° 92 AC° (Per Calculation) �' oRod Weir a) o a i o � c (PROPERTY INFO PER GIS) PARCEL ID* 06000-00-00-040D0 Irond° Opening 540°6 ' °���� 5�\\ie ° o d °° "j °° c ' � I�1Ay�rl PROPERTIES, LLC MAW / PROPERT l , 4LG 5 i 00 � o DB 4526 PG 490 DB 4526 PG 9 0 �Ot p(� �' o �a� o N N 0, 3/ AC, 0.27 A° o Q ��e o Gr d O o o o PARCEL ID* 06000-00-00-040Bl PARCEL ID* 0600-00-00-8WOB2 J o P O N o v G °A- Q o� DEMOLISH AND REPLACE PAVEMENT • • • • • • • • PROPOSED PAVEMENT MILL/OVERLAY/BUILD UP LEGEND PROPOSED CONCRETE OBSCURING OF PAVEMENT �l STD. CG-2 REO'D. Q STD CG-I2 TYPE A REO'D T DENOTES CONSTRUCTION LIMITS IN CUTS ASTD. CG-12 TYPE B REO'D. DENOTES CONSTRUCTION LIMITS IN FILLS A PROP. 5' CONC. SIDEWALK NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A PROP. 6'CONC. SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. A UTILITY TO BE RELOCATED (BY OTHERS) ZL EXIST. PIPE TO BE ABANDONED A EXIST. PIPE TO BE REMOVED 0 TO BE CLEANED OUT A SIGN TO BE RELOCATED (BY OTHERS) A STD. UD-4 REO'D. 0 STD. RW-3 REO'D. A CITY STD. SIDEWALK WITH MONOLITHIC CURB A CITY STD. SIDEWALK 0 RAD. CG-6 REO'D. A STD. CG-6 REO'D. R 1\N Men nl n9 ANC NOTES: I.) SEE SHEET 3 FOR UTILITY OWNERS. 2.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. 3.) SIDEWALK EAST OF OLD IVY ROAD (ROUTE 601) AND ST° ANNE'S EXIT SHALL BE CITY OF CHARLOTTESVILLE CITY 40. SEE DETAILS ON SHEET 2B. Curve OLDIVY-I P/ = 401.50.02 DELTA = 2° 03' 56.80" (LT) D = 0° 41' 19" T = 150.02' L = 300.00" R = 8.32071' PC = 400.00.00 PT = 403.00.00 V = 35 MPH e = MATCH EXIST. S.E. Curse IVY-2 PI = 133.51.04 DELTA = 2/° 32' 4434' (RT) D = 2. 32' 230 T = 429.25' L = 848.37' R = 2.256.02' PC = 129.21.79 PT = 137.70J6 V=35MPH e = MATCH EXIST. S.E. y LPS—&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112O18 KAR/C_CNV13O38 - Albemarle Cty On-Coll\2O_lvyRd\CADD\REF\Sheets\d1O58O6OO5.dgn 1212112018 d105806005a.dgn ........................................................................................................................ ..---------------...........,...-------------------- 9:37:10 AV Plotted By. Jonothon.0/1ver C c E Q O PROJECT MANAGER J. KFLSFY &J4J272-45Q1____________ SURVEYED BY H&E_SURVE)Ili D— MAEL-NCZ,— LC-________ DESIGN SUPERVISED BY BRIAIV_MCPFTER�, PF_(iCIM�EY-HQRIVJ_ DESIGNED BY LSIYLEY-KQRN_&14SSQCI87-ES 1NQ.___________ SUBSURFACE UTILITIES BY LNFRB1VAP_-CQRP062L1QlY_______ Q- ♦ v J u r ^� v 1 \ II�,11 W I� W I HOR/Z : l" ='251 131.00.00 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806005o.dgn PROJECT MANAGER J.-KfLS-EY_&J41-3Z2--4.-2/------------ SURVEYED By --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCIM�EY-HQRN)_ DESIGNED BY LSIULEY-IdQRN_&-AS,5MAT-F-S- ldQ.___________ SUBSURFACE UTILITIES BY 0fBBNI9P_.CQaE0BBLIQIy _ _ _ _ _ _ - 3 THIS SHEET FOR E&S CONTROL ONLY Prop. Placement of Protecti ye Coyering St'd. EC - 2 Prop. St'd. EC - 2 OQ o xD X �W DESIGN FEATURES RELATING TO CONSTRUCTION See Plans for Ditch T Denotes Depth of o o Type Protective Coyerin o OR TO REGULATION AND CONTROL OF TRAFFIC 9 MAY BE SUBJECT TO CHANGE AS DEEMED v O # o = o NECESSARY BY THE VA DEPT.OF TRANSPORTATION s Location Station 132-25 to Station 134.25 x1.5., o 0 Zb ,� _ Q: �o Kimley-Horn & Associates, Inc. o o Richmond, Virginia �(1S)N OROADWAY ENGINEER � II .� II EROSION & SEDIMENT CONTROL LEGEND Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 Denotes Temporary Silt Fence, St'd EC-5 Type A or B Denotes Temporary Diversion Channel, St'd EC-12 Denotes Temporary Diversion Dike, St'd EC-9 7 U Q0 �r: LOD Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dam, Type II; St'd EC-4 Denotes Inlet Protection, Type A; St'd EC-6 Denotes Inlet Protection, Type B; St'd EC-6 Denotes Slope Interrupter; St'd EC-15 Denotes Permanent Seeding Denotes Temporary Seeding Limits of Disturbance PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION 1212112018 KAR/C_CNV13038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806005b.dgn 0 a 0 U c 0 PROJECT MANAGER -1. KELSEY (4J4_)-372-_4.-0/____________ SURVEYED BY AND- MAPPINQ,JLC-________ DESIGN SUPERVISED DR I VEWAY DESIGNED BY K/MLEY--HQRN & _A55QC1A= INQ, ----------- SUBSURFACE UTILITIES BY INFRAMAP-COaFORATION ______ Y � SCALE 1 / V <op In N PROFILES IN. = 5 FT. 550-----E-NTR,-RT.,--T-A--1-3l±34-WY-------� ------------------------ + . ' ----I- ------------------ I 1 -' ^ V 1 I I j �VI• I I � t^ `I' I I J I I 545---------- -I�-;�aAc���aP�zS�Q��AD - v•J --- ��-----------------;-----------------;---------------------- - - - - -- ______ _------ _� :_ ------ Ln +2.00] I I I I I I EXISTING, GROUND I I I I I I I 540--------------- --- ----- -- ---- ---- -- ----------------------- ------------------- ------ ;Edge of Pavement Balk Edge Of � Exist. Gutter Pan I I I 545 21.911 I I I I EZEK 3.42' ' I I I 535--------------I I I I 0+00.00 0,10.00 0.20.00 0+30.00 0,40.00 0+50.00 0+60.00 0+70.00 540 535 530 N DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION ENT R° RT ° STA. 133+53 IVY rT - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - n 71- - - - - - - - - - - - - - - - - r 1 , I I I `• �I I I I I N1�. IVY ROAD 1 ca 1 �LV DWI I 1 1 � PROPOSED GRADE �; - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - -'- - ° - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - I I - - �2007. +4�7$% �-�80�-- _--�------------------�-----------------T------- . -I--- I I I I I I I I I I I LNISTING GROUND I I I I I I I I I I I I I I ----------------------------------- --- dge-�-P-veme;#------------;-----------------------------------;------------------------- I I I I I I I I I I I I I I /.50' ' ' /7 5' I I I I I I I• I I I I I I I I I I I I I I I I I I L- - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - J - - - - - - - 0.00.00 0+10.00 0+20.00 0+30.00 0.40.00 0+50.00 0+60.00 0.70.00 /VY 550 ----,--- ------ - ENTRo RT° STA. 132+09---------------------- IVY T - - - - - - - - - - ww - ' ^ ENT R RT.ST A 134 20 IVY 545►(�---------------------------------- - ( . ~j T---------------- ---- ��------+-:I-------------°----T- - - - - -° ------------------------- 545 ------- kn - - - -� -- -- �---------- I -- - - - - - - - - - - - - - -- �-----------------I- I I IVY ROAD PROPOSED GRADE N W � J I I — — — — I Icl �Ij. KV ----------------- _ _ —T Ln Q�I v J v (� I I I I \\•• �I I 540------------ ------------------' --------------- ----- ----- � I --------------- -I -------------I ------------------I -------- 540---------------------------------'-----------------EXISTING GROUND ----------- -- ------------ ------ IlVY kOAD PROPOSED GRADS --------------- 1-------- 20/5' Edge of I I I Ln LO 0°-4.30/° - +2.00/ 5------------- ---------- Pavement I I I r I I I I I I I I I I I I I I I 535 I 535 / / GROUNDI L- - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------L-----------------I-----------------J------- � Edge of ,Pavement 0+00.00 0+10.00 0+20.00 0.30.00 0,40.00 0.50.00 01,60.00 0.70.00 ' 22.4/' 5' 1 1 1 1 I I I/6• I I I I 530 L----------------- ----------------- i----------------- ------------------ ----------------- i----------------- 11----------------- J-------- 01,00.00 0+10.00 0.20.00 01,30.00 0,40.00 0+50.00 01,60.00 0+70.00 IVY 55o -ENT R° RT ° ST A° 132 90 IVY IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - O - - - - - - - - - - - - - - T T - - - - - - - - - - - - - - - - - - - - - - - - - 1 1 I p I I I I I (n I I I I I I I I ^ 1 1 W 1 1 1 1 p 545 I r I � � r^ I T - - - - - - - - - - - - - - - - - I� L4 - - - - - - - - - - - -1 - - - - - - - - -�/ 1 - - - - - T , 1 �� 1 1 1 1 R IV N ROAD PROPOSED GRADE co lv J a> J -------_ _ _ _ _ �W �6.42 %------------------ JPS&E PLANS �LQ- I Ln ° - 540 - ---- ------------ - -----------------------EX�rJNG�OUA1D---;- THESE PLANS ARE UNFINISHED I I I I I I I I AND ARE NOT TO BE USED FOR STA 0+41.00 ANY TYPE OF CONSTRUCTION I I I I I I I I I I I I EL = '540 87 535 - - Edge of; Pavement ------------------------------------ I I I L=/ I I I I I I I I ° I I I I I I I I I I I I �23.07' 23' I I I I I I I I I I I I I I I I 530 L - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - 0.00.00 0+10.00 0.20.00 0.30.00 0.40.00 0.50.00 0+60.00 0+70.00 0.80.00 1212112018 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806005c.dgn V) CL C 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B-SURVEYING AND MAPPING, LLC-- - - - - - - DESIGN SUPERVISED BY BRIAN -MCPETERS> PE -(KIMLEY-HORN) ----------------------- DESIGNED BY KIMLEY-HORN &-ASSOCIATES,INC.----------- SUBSURFACE UTILITIES BY INFRAMAP CORPORATION-) - _D�\, A I N A G, ------- SHEET 3 SHEET 4 ��L __oN Lam/ DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 3-1 1 STD. DI-3B REQ. 4-1 1 STD. DI-3B REQ. SHEET 5 L=16'9 H=47, INV = 564.00, L=16', H=7.9', INV = 554.90' 5-/ MODIFY EXISTING DROP INLET STD. IS-1 REQ. ADJUST TO GRADE, RAISE 1.4' 3-1 TO 3-2 5/' -/5" CONC. PIPE CLASS 111 REQ. (3' COVER) ADD T-DI-3B, L=8' SILT TIGHT JOINT TYPE 4-1 TO 4-2 174' -18" CONC. PIPE CLASS /// REQ. (6' COVER) PROPOSED R* ELEV = 539.50" INV(IN) = 564.00'. INVf0UT) = 562.50' SILT TIGHT JOINT TYPE IN O) a 554.90'. INV(OUT1= 550.00' 5-2 1 STD. DI-7 REQ. GRATE A TYPE I REQ. 3-2 1 STD. DI-3B REQ. H=7.5', INV = 527.00' RIM = 534.50' L=18", H=6.6. INV = 560.50" 4-2 1 STD. DI-4EE REO. CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF STD. IS-1 REQ. L=16', H=I2.2', INV = 545.30' STRUCTURE 5-3 IS FIELD VERIFIED UPON COORDINATION WITH ENGINEER. I STD. SL-1 REQ. 3-2 TO 3-3 62" -15" CONC. PIPE CLASS N REQ. (6" COVER) STD. IS-1 REO. 5-2 TO 5-3 48' -30" CONC. PIPE CLASS 111 REQ. (5' COVER) SILT TIGHT JOINT TYPE SILT TIGHT JOINT TYPE INV(IN) = 560.50'. INV(OUT)= 557.30' 4-2 TO 4-3 191' -48" CONC.PIPE CLASS 111 REO. (3' COVER) INV(IN1= 527.00". INVf0UT1= 526.00' LEAK RESISTANT JOINT TYPE 3-3 1 STD. DI-3B REQ. INV(IN1= 545.30". INVf0UT1= 544.70' 5-3 8J LF STD. 4iH-2 REQ. L = 16', H=7.2, INV = 557.20' 1 STD. 4iH-1 FRAME & COVER REQ. 4-3 / MOD. D1-4E REO.(SEE SHEET 6f2» INV = 526.00' RIM = 534.74' 3-3 TO 3-4 53' -18" CONC. PIPE CLASS 111 REQ. (6' COVER) L=16', H=7.0', INV = 544.60' STD. IS-1 REQ. SILT TIGHT JOINT TYPE STD. IS-1 REQ. CONNECT TO EXISTING 42" CONC. PIPE INV(IN) = 557.20'. INV(OUT) = 555.80" CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF 4-3 TO 4-4 24' -24" CONC. PIPE CLASS 111 REO. (4' COVER) STRUCTURE 5-3 IS FIELD VERIFIED UPON COORDINATION WITH ENGINEER. 3-4 1 STD.JB-1 REO. SILT TIGHT JOINT TYPE '9 '' INV(IN1= 544.60', INV(OUT1= 544.30" TYPETOWER REQ. B I STD.4iH-I FRAME & COVER REQ. 4-4 6.8 LF STD. MY-2 REQ. INV. = 554.70. RIM = 563.90' I STD. MH-1 FRAME & COVER REQ. INV = 543.20' RIM = 550.63' 3-4 TO 3-5 35' -6' SPAN x 4' RISE BOX CULVERT REO. (2'COVER) STD. IS-1 REQ. INV(IN) = 554.70'. INVf0UT1= 554.60' STD. BCS-DT & BCS-02 4-4 TO EX.4-7 /l' -24" CONC. PIPE CLASS III REQ. (4" COVER) 174 CY MINOR STRUCTURE EXCAVATION SILT TIGHT JOINT TYPE INVUN) = 543.20', INV(OUT) = 543.00' 3-5 I STD. JB-1 REQ. H=6.5', W=2', D=77 4-5 3.5 LF STD. MH-I OR 2 REO. TYPE C TOWER REQ. 1 STD. MH-1 FRAME & COVER REQ. I STD. MH-I FRAME & COVER REQ. INV = 559.00' RIM = 563.20' INV. = 554.60. RIM = 561.13' STD. IS-1 REO. CONNECT TO EXISTING /5" CONC. PIPE 3-5 TO 3-6 36' -6' SPAN x 4' RISE BOX CULVERT REQ. (2'COVER) INWIN1= 554.60", INVf0UT1= 554.50" 4-5 TO 4-6 17' -/5" CONC. PIPE CLASS 111 REQ. (2' COVER) STD.BC -DT &BCS-02 SILT NT TYPE /57 CY RINOR STRUCTURE EXCAVATION NVUN1 /559.00GHT NV(OUT1= 558.50' 3-6 1 MOD. JB-1 REQ. fSEE SHEET 6(2)1 4-6 1 STD. DI-7 REQ. GRATE A TYPE 111 REQ. H=6.3', W=4', D=7.3' H=3.1, INV = 558.40' RIM = 561.50' TYPE C TOWER REQ. STD. IS-1 REQ. I STD. 4iH-1 FRAM & COVER REQ. INV. = 554.50', RIM, = 560.83" 4-6 TO 4-1 IT -/5" CONC. PIPE CLASS 111 REQ. (2' COVER) SILT TIGHT JOINT TYPE 3-6 TO 3-7 10' -24" CONC. PIPE CLASS III REO. (3" COVER) INV(IN1= 558.40', INV(OUT 1= 558.00' SILT TIGHT JOINT TYPE INV(IN1= 554.50', INVf0UT) = 554.45' EX.4-7 MODIFY EXISTING MANHOLE TO ACCEPT PROP. 24" CONC. PIPE 3-7 4.8 LF STD.4I H-,2 REQ. (PER SURVEY - EXISTING STRUCTURE *418 - SEE SHEET 1E) I STD. MH-I FRA E & COVER REQ. INV. = 554.45' RIM = 559.88' STD. IS-1 REQ. CONNECT TO EX/STING 24" PIPE 3-8 4.9 LF STD. MH-2 REQ. I STD. 4dH-1 FRAM & COVER REQ. INV. = 559.42' RI� = 565.00 CONNECT TO EX/STING 30, 6", AND /0" IRON PIPES 3-10 1 STD. DI-3B REQ. L=14', H=3.9', INV = 564.70' 3-10 TO 4-1 172' -/5" CONC. PIPE CLASS 111 REQ. (2' COVER) SILT TIGHT JOINT TYPE INV(IN) = 564.70', INV(OUT) = 558.80' NOTE: ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-1 PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION a 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(1).dgn V) a U 0 U P R 0 J E C T M AN AG E R J. KELSEY (434) 872-450I SURVEYED BY H&B _SURV EYING AND MAPPING, LLC DESIGN SUPERVISED BY BRIAN_MCPETERS> PE_(KIMLEY—HORN)_ DESIGNED BY KIMLEY—HORN &_ASSOCIATES, INC -- _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION DRAINA"' STRUCTURE MOO I I '61 11c) 44 DESIGN FEATURES RELATING TO CONSTRUCTION STRUCTURE -5-6 STRUCTURE 4-,,-5 OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION I I i i i i i i i i i STAINLESS STEEL : ORIFICE PLATE ! BOLTED IN -----� PLACE 24" CONC. PIPE INV(OUT) = 554.50' STD. 4H-1 FRA4E & COVER 24" CONC. PIPE INV(OUT) = 554.50' TOP V/E SECTION A -A R* = 560.83' 8" WIDE WEIR ! WALL i i i i 7UND OR 7UARE 7" OPENING! LIROUGH ! ElR WALL i I i I I I I i TOP OF 8" WEIR i INV = 557.70' l00 YR WSE ! (ELEV = 557.99') ! -------------------------- ---- V ---a /0 YR WSE (ELEV = 557.49') %" MAN.------------T- - i STAINLESS 2 YR WSE i i STEEL (ELEV = 556.76') i ORIFICE i PLATE-----�— i BOLTED IN ROUND OR ;PLACE SQUARE 20" OPENING THROUGH WEIR i WALL i 14" DI4ETER ORIFICE INV = 554.50' 6' SPAN x 4' RISE INV(IN). 554.50' 6' SPAN x 4' RISE INV(IN). 554.50' STRUCTURE INV = 554.50 0 NOTES: I. ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS UNLESS OTHERWISE DWENSIONED ON PLANS. 2. STRUCTURES SHALL HAVE STD. ST -1. 3.ALL WEIR WALLS TO BE 8" C4U WITH GROUT FILLED CORES. 4. REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(I) FOR ALL R14 AND INVERT ELEVATIONS. 5.INLET SHAPING AS NEEDED. 6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP OF ORIFICE PLATE. 7. SEE VDOT STD. SW44DR FOR DETAILS ON STEEL PLATE, BOLTS, AND ORIFICES NOT SHOWN. 8. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUB4/TTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. TOP V/E r--------------------------------------------— 48" CONC. PIPE INVUN) = 544.70 NOTES: STON - STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH 4H-1 COVER. SECTION A -A PS&E PLANS THESE PLANS ARE UNFINISHED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION " ON. STAINLESS STEEL ORIFICE PLATE BOLTED /N PLACE 2 YR WSE (ELEV = 546.99) 48" CONC. PIPE INVUN) = 544.70 R* = 551.60 ROUND OR SQUARE 18" OPENING THROUGH WEIR WALL V 24" CONC. PIPE INV(OUT) = 544.60 8" WIDE WEIR WALL STD. T-DI-4E, L=16' PRECAST TOP UNIT TOP OF 8" WEIR INV - 547.60 ------------------------------ - T--1 /00 YR WSE (ELEV = 548.07) _ - d /0 YR WSE (ELEV = 547.55) — — — — — — — — — — ROUND OR SQUARE 18" OPENING THROUGH WEIR WALL STRUCTURE INV = 544.60 N 24" CONC. PIPE INV(OUT) = 544.60 /5" DIA4ETER ORIFICE INV = 544.60 1212112018 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(2).dgn ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1212112018 d105806006(3).dgn 9:37:22 AM Plotted By. Jonothon.Oliver P R O J E C T M AN AG E R J. KELSEY (434) 872-450I S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC,___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION 575 570 565 560 555 550 545 STORM 3-1 TO 3-7 � ZO, .................................... :................... ................ � �............ .................. :................... ...........:...................:cu................:. Wo quo. ? Qz z 00 00 O � Wj ��CQ ..�0 ..O .�..:.................. m ..Q.....'..............................................� .............. ...Lu. J W Q .�. W ...... W .J.W.............. ................. ............. N E # ��uz��IQv� Wiz © off Ln � x Q N� I-_ >i� Q QN<�J O x�J �: N ................................................:...................—.... ............................ ..... .... CS ry..) � ....... ....... �..\ . ° . --- — rn C `n t\I O Ln mLn O 5/49... L.F............ cu ........ �...... .............. — HGL Ad e Req . 29l /5„ 6226 Co,�crefe P�.F C o © o 2 oCo 5/ ape Reg, ron O Ln rr ------------------------------------------;- ° 4------- ° r,-- `� -52:8� �, ----- Ln Ln Concrete Pip • Re , °�°• 34.79 L.F. Ln q d. � : 6 x4 Box Re d. 36.35 L.F. . 2.65 '* q N � `n 6'x4' Box Re " CL cV 0.29 : % q d. Ln LQ ca„ �" � 0.28% `n ------------------------- ----- �3 cc cc3 24 Cc O O W N �n Q � Q Cr V rl; O I� _ caZa m_ZQ mZa N Q U) " Q) � � U'� co LU I-:�Q O IkO� QCq O \�O \�O �QJO IkO� Q 'V q �V Z W�� W�� W�� J O a titiC� �� Y� �llJ WJ WJ ------------------ --EV V lei----------------<fl J J �1' W -O J �ll� �1 -- V.4� '� �U �I �� ) ��Lu Q �1; -WSW W��W LU UQ �WQ \aim NO = OlV OLn V)� OIVI- OWI­_ Q UO Q(n cr- CQ �J �jW �W�V ��W �IQC) WQ�� WQd� W?dW?V �W�V 540 — 0.00 /+00 2,00 M Svli , NN 3-7 TO EX.3B-l0 554.45 2.00 *434 TO 3-7 554.45 2.00 /0.05 L.F. crete Pipe Req'd. 0.50 2,68 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Notes: l) Storm sewer pipes shown on the profile are represented by their inner diameter dimension, and do not include Wall thicknesses. 2) Only existing Utilities, at the time of the survey, ore shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -location of Utilities or proposed Utilities. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 3) Not all Utilities are shown on the Storm Sewer Profiles, only those Utilities listed on the Utility Test Hole Data Sheet With the addition of Sanitary Sewer line crossings. 4) All Utility locations are approximate, and are based on information from the profect's Test Hole Data Sheet. Utility information shown is specific to its corresponding Utility Test Hole location. 5) Utility Test Hole Information is located on Sheet IJ. 6) Utility clearance dimensions shown assume the use of concrete pipe and corresponding pipe thicknesses (Worst case scenario). PROPOSED GRADE EXISTING GROUND �n I'_ cc W HORIZ : l" r 25' PS&E PLANS ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 1212112018 d105806006(4).dgn 9:37:24 AM Plotted By. Jonothon.Oliver P R O J E C T M AN AG E R J. KELSEY (434) 872-450I S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC,___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION 580 575 0 570 565 560 555 550 545 540 535 F Svli , NN il mik- STORM 5-/0 TO EX. 4-7 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT STORM 4-5 TO EX. 4 o `6 � 4 580 c N �n W Q 03 cL Ln cl-- 0 575 ---------------------------- L N 570 0 Ln QD � = 0 O �_ � N LQ -. 565 QD ----- -o mom : I�N�v �o �roo N E rroo� Req'd. HGL 560 ------ �WQ� o 0 Iq 530 Ln co co 0+00 /+00 2,00 3100 4,00 5.00 5188 555 -� � - - - Ln - - - - Notes: l) Storm sewer pipes shown on the profile ore represented by their inner diameter dimension, and do not include wall thicknesses. 2) Only existing Utilities, at the time of the survey, are shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -location of Utilities or proposed Utilities. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 3) Not all Utilities ore shown on the Storm Sewer Profiles, only those Utilities listed on the Utility Test Hole Data Sheet with the addition of Sanitary Sewer line crossings. 4) All Utility locations are approximate, and ore based on information from the pro ject's Test Hole Data Sheet. Utility information shown is specific to its corresponding Utility Test Hole location. 5) Utility Test Hole Information is located on Sheet lJ. 6) Utility clearance dimensions shown assume the use of concrete pipe and corresponding pipe thicknesses (worst case scenario). PROPOSED GRADE EXISTING GROUND Ln I'_ HORIZ : l r 25 041b L.F, Con rete PiAe Regld 2.97 550------------------ /J.2t (4�5„ Concrete Q) 3.0 v L � o 545 -----Q � c6 Cn Ln Q Cr Cn =koW 540 Lr I­_v �o W Q v 535 Na�,W =�o�LU �Cr�m n, � L _zt 530, 0+00 3-/0 TO 4-1 558.80 /.25 4-1 TO 4-2 554.9.0 /.50 'tAe Req�d 0.57 PS&E PLANS 1212112018 d105806006(5).dgn 9:37:26 AM Plotted By. JonOthOn.011ver PROJECT MANAGER J. KELSEY (434) 872-450I S U R V E Y E D B Y H&B _SURVEYING AND MAPPING, LLC ________ D E S I G N S U P E R V I S E D B Y BRI AN MCPET ERS, PE (KI MLEY-HORN) DESIGNED BY KIMLEY-HORN &_ASSOCIATES,INC.___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION STORM 5-2 TO 5-3 550 545 540 N Lh 555 550 525 520 5/5 0 o..o Ln ------------ ----------- � c� o N O N Cl a) O --------------------- 0 o------------- NO; Ln N: 47.67 30" Concrete Pipe Req'd 2./0 5/0 , 0+00 Notes: 015/ 5-3 to 5-3 (OUT) 526.00 3.50 lJ Storm sewer pipes shown on the profile are represented by their inner diameter dimension, and do not include wall thicknesses. 2) Only existing Utilities, at the time of the survey, are shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -locution of Utilities or proposed Utilities. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 3) Not all Utilities ore shown on the Storm Sewer Profiles, only those Utilities listed on the Utility Test Hole Data Sheet with the addition of Sanitory Sewer line crossings. 4) All Utility locations are approximate, and are based on information from the project's Test Hole Data Sheet. Utility information shown is specific to its corresponding Utility Test Hole location. 5) Utility Test Hole Information is located on Sheet lJ. 6) Utility clearance dimensions shown assume the use of concrete pipe and corresponding pipe thicknesses (worst case scenorio). �n QZ W HOR/Z : l" i= 25' PROPOSED GRADE EXISTING GROUND DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT PS&E PLANS