Loading...
HomeMy WebLinkAboutWPO201700070 Plan - VSMP 2017-09-28U C N N O U 0 a 0 c L O _ N E + T O L 3 E U C a) 0 U O O O 0 0 I E Y T C 0 n 0 0 0 a 0 L 0 0 + L 3 0 L 3 C L + 0 0 0 L E 0 0 0 23 L 0 a L a 0 L U 3 LO + c 0 C O U C L L 7 C, U U a L + L 0 T C 0 C N U L a + C E L C 0 L lc C N N L Q .N 0 U) a O U N L U 3 L LC U a) rz o 0 I I I Lij � I o� a zl a I d I � NCI Cd Q m �i I Cn Y I LJJ �I LLJ �I �J Q � II J _ 0 `I Q I Q W � U Q U LLJ ) LLJ Z Q,-I D -D > g (/) O ch Ln IM (if D LLJ D a- Ln Ic) 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 ACH/EV D BY PURCHASING 0.78 LBS. PHOSPHORUS PLAN AND PROFILE OF PROPOSED FRO XXX NUTRIENT BANK ON XX/XX/XXXX ALBEMARLE COUNTY VSW APPLICATION #: WP02016XXXX --'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 (2015) 12,800 VPD ADT (2040) 16,100 VPD D HV (2040) 1,700 V PH D W (design hour) 687 T (/.) (design hour) /% V (MPH) 35 MPH MIN. DESIGN CRITERIA STD. GS-5 * SEE PLAN AND PROFILE SHEETS FOR ACTUAL HORIZONTAL AND VERTICAL CURVE ROUTE 250 BUSINESS (IVY ROAD) DESIGN SPEEDS FROVoo 0022 V/0 _ OF INTERCHANGE 291ROUTE 250 BYFASS FI/RW PLANS 0 T00o INTERC, WITH OLD IVY ROAD (ROUTE 601) CONVENTIONAL SIGNS $TATE LINE ................ (.`OUNTY LINE - ('ITYTOWN OR VILLA(3E RIGHT OF WAY LINE FENOE LINE - - - - - x X UNFENOED PROPERTY LINE -------------------------- fi FENCED PROPERTY LINE ------------------------------ X�x WATER LINE - ---6W--- 6ANITARY 6EWER LINE ..-- (3Af� LINE - 4 G - - - EL"P,I( UNDERGROUND 'ABLE _ E — TRAVELEDWAY -------------------------------------------- - - - - - - - - - - (3UARD RAIL ---------- RETAININO WALL ----------------------------------------- RAILROAD$-------------------------------------------------- K BASE OR $URVEY LIME -------------------------------- O O LEVEEOR- EMBANKMENT IIilL III IIIIiIIIIJIILIIIiII IIIIII Id II11 LIlillllil1111J 1111111111 . . . . . . . . . . . . . . . . . . . . IIII�II IIIII�I III�IIII�I�11�11111�1111�l11�1�1111�1l11�1�111111911�11111 BRID0F,A....................................... (ULVERTS................................................... - - - - - - - -� DROPINLET ................................................ -------- POWER, POLM5............................................... t F t t t TELEPHONE OR TELEGRAPH 1 OLE$------------ TELEPHONE OR TELEGRAPH LINED HEDGE-------------------------------------------------------- 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, TRANSITIONED 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. �O N N �o So o JJ O \O V4 All RAMP B `'S'�� ycti � �O 06 144 A s SCALE (` 97 0 3'OU 600' _�/ S / � DESCRIPTION Population Albemarle County 99,014 (2010 Census) Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER TO l cy��ti o C�O�T cyq�`oT o 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 2320.74 0,440 2320.74 0.440 NONE PRELIM, ENG Fr: 0.22 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS To: INTER W. OLD IVY ROAD (ROUTE 601) cv RW-201 ROWA 105806 2358.69 0,447 2358.69 0.447 NONE R.O.W. Fr:0.22 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS o To: INTER W. OLD IVY ROAD (ROUTE 601) CD C-501 1000 105806 2320.74 0,440 2320,74 0,440 NONE CONSTRUCTION Fr: 0.22 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS Ln o To: INTER W. OLD IVY ROAD (ROUTE 601) Project Lengths are based on ____ IVY ROAD (ROUTE 250) CONSTR.e THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF-WAY PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED 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 ---------------------------------------- DATE JACK KELSEY,PE (SIGNATURE) ---------------------------------------- NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) ---------------------------------------- RECOMMENDED FOR APPROVAL FOR CONSTRUCTION ---------------------------------------- DATE JACK KELSEY,PE Copyright 2016, Albemorle County PROJECT SHEET N0. 0250-002-R98 812312017 KARIC-CIV\113038 - Albemarle Cty On-Call\20-lyyRd\CADD\REF\Sheets\dIO5806001.dgn 0 0 w u) a 0 L O x T E Y 0 0 + 0 3 a c 0 U 0 a C C O C 0 x E 0 0 + a 0 0 C 0 .L 0 L + O C + 3 + O L .3 c E 0 L 0 U C 0 L C 0 0 L E a C O O 7 N v m L 0 a O L a O 3 L U 3 O w c 0 O O a L n w U a 0 0 w T c 0 C c c U 0 E L N C c 0 0 L L N + L a `C c 0 a U C 0 U L + U -C P R 0 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 K/MLEY-HORN & _ASSOCIATES, INC._ SUBSURFACE UTILITIES BY ------- LOCATION MAP COUNTY OF ALBEMARLE Jack Jo tt y Rd E. c2 ° av * AHEM �,IroYN 601 -- 65 L tt�L6 =Q �C SEE GRID G G4 Albemar pan T ILLAG I�EA ! w M1rJoa alDG c Pa s� O nr . 9 k r 1 HESSIAN HILLS WAY ■ NS Ro c¢ I Creek ao O Z R f g 2 HESSIAN HILLS Clfl 3 HESSIAN HILLS RIDGE ^ 0Q � a o = 6 qC GE 4 BARRACKS PL- 5 BARRACKS CT a ¢O RO �l . CPEEK c t CREST - GE` S' - - PF Ory °Q �rF9 o ��, � JEFFERSCf o RO 'rb - oe M flioyUe`Q NTV U E y Fy 9a Qo Q r p Q T W NE 41 BYO .oq v STI °°NOUq 'C LFIELD oy�Q Q x O m0 54 �,JW TERRELLyo �• aEV NARD BR Fo 8 ° 09 ay �� c c 6 1 lq(EY m m¢ ¢ ' qyy. WH ENN/NO SOLOMpN r 43 D E�7'PO H0, Oq� STONE W (NG CT S o o B `BOOK y r A Farm" , o ,Q o aEEAq o s o¢ o \ 29 re Eq I I CC p VAUfR Dfl p Ctr. �I COLC, iNADES a _ m RD vnl_, a s +05 F(E �S Plaza„( 4 LAKE ° CANTERBUR' ly Qe s:3 i.\N '°vQ ?'�e y�� K oger PQ Q ? W00 RO HILL pJW p Ctr 09 )221 •, - W PRANKU Q,y F °OOyUyS NOVY1 9 0P r = FAR a NGTG�? ; HE(OHTS 2 Qe`'a Saint nes cr r ti y 1 B field LBwer O� o " SEE \ GtON NI Y 0 . `�' o=_ _ Barr D FAULCONER ,,O `V\ %Q OS .... 855 9 �\J - J s Me i Hoy 00 Z !(/ 9Gy 90F a a 600 �Q j5� pp1RY �b e0 5Bp lA MAP AL �py00 - o FOR EIVLAR6 ' of ile PRO f CTR a m C,g9l H = / 5 2O9 aS ' j'f' SCH MOE ss°�� �' GBp`� p yFH poi oQ %f/jr y 9O x A ON .,� 4' 1 PARK OFC a( 9y�? �o� Roil ` y Ctr 9 y s GENTRY { R 40 RUCE Ad CONDOS � oN o � p / $ Q a 0 � NNECrOq BEOFa o a y fly $ Y OUR BUS Ql AeO est' Pa hl slow y0 RU 9 4 Birdwood y 4tp �Wa°Fy ti s 8 t�' W JDl�es / tp ° _� \ RY W 6 s 3 o �� s LV Shop�� O `� Aren �9` o°F ((? �} / Ud VA,--- ¢-.�'—?I 1 li— y �`S r Hall (OF °° $05� ' % (CBY � '^EN�'j g wEsnN B�L12 ARDWOOD EONAM �t �• �I - p Bnai B F a 9 Eh � AVE/SA7 9 AMHEgSi a' ST i 9 N /. i ¢ x G s y o oQ' �kl$ �Q U *si aJra� QJO° ; s t PLy eE\ i g A 9 W o MAD1G y r J3QKSOD rley M 8 EL AIR 29 EM Sr `■ 1W� a $ o RO m iJ o? W hE ahl _ T 09 omas rASONa a ¢ !j J ? " 0 p O Fy 4/ zS Y y1 O O yFS MC CORMI� Q �O/! g e ROTUND IANot t ♦� sl' > sl RID D E12 MCC x M OQ G 00 - 1 g o¢ 2 �} 9 N NITEHEAOc, 1 CATALPA 2 CATALPA CT BTUPELO CT LI B E (O "V A/ ST (A ~ RgOWN S 4 TUPELO TERR 5 JEFFERSON RIDGE DR I HILL M COr $ ott $iad10 ci 5 Observatory (Devi Hggry N _ 6SILVERSELLTERfl 7 SLVERBELL CT yR QdflaRl30 lR. rty�0 e2, '- �(q�4 ST ESTp S C M S7 B OAK CT 9 LACEBARK TERR AWATER all) y F(SHE q p J 3 F/ tt T Og � OO ST h O, OS UT9 m 3PRICE A gZCI. f0 F a\O ST }� y B v St v � f A S`P e I s o NIT M\MDS o m H a<„ n 7700 q0y` - f Oy OP HAMR K ¢ �< y Bt5 `�Q St OP IIa ^Oder tie L� Rrwl�r P� E Q00 DR I o ti A H DDA M ,�0� E HgpOP l f IEE Pa ,p O PraY'� VE a= O �, ¢%' OP `t` > S bilr� OQ < PQ WESiFRL s� -y'' ~ h ROBEflTSON PNF'Z r pE °$r i q oo K AVE �P,O\ 70 ' OQ ? ONTAI Pit AVE m I AYMOND A E .�� TAAILRIDGE y004. Q° 9 re Hills 40 14 G a' 100 QQi x R 2 ,f :AJ 0 LL $q E 91P EKt II � R �/ PESTMp hason j ES ° �`� qyl ,00 o, °SQ ((Ey (�. g00 s g y' RIDGE oa Exi 1 FRYS - p' rQ (f 4q ST a9 Pp !� N/(yN0 �\P Ja QpaKz m■ .., q �o Vf �2m �ry0 SyEDgyO �O 11LA l��,E, k ? Zm ayo v '�' 0 `F Qv VIL �'_ W ST o Arena y s \P IRKSIDE O o c(F �E VIEW Park �F Qgoc F y O� � CEOARWOOD oo t��' CH LOTTESVL o� tee° p�'GtC7 sz��r ? o st yN¢ O r��g �a RR G CC TROOST ti So £ WNOIN 29 O(1{ SHERW FAR ! F "Y90 RIDGE c qo g \�� FEF�� Q >� cII N Op(F H mll V l� ON,OSE`Et\\,c titQ � s�OSI F�� ONr I q G° q • Sq0 eS Sha Irgnky N IN fE Fe� E r �� ¢ °aRG g CIR -L G mil' O S c` O� G �GOy�'� (q 113 J O W y �p\N LPN pg�\4. A- x C�y s - A Copyright ADC The Map People Permitted Use Number 20912196 SCALE 0 2600' 4000' DESIGN FEATURES RELATING TO CONSTRUCTION OF $HEET$ OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION SHEET NO. DESCR/PT/ON l TITLE SHEET lA LOCATION MAP / INDEX OF SHEETS lB RIGHT-OF-WAY DATA SHEET lC REVISION DATA SHEET ID SURVEY ALIGNMENT DATA IE(l) THRU IE(2) EXISTING STORM SEWER AND SANITARY SEWER DATA lF CONSTRUCT/ON ALIGNMENT DATA IG(U THRU IG(2) TRAFFIC MANAGEMENT PLAN AND MAINTENANCE OF TRAFFIC 1H(I) THRU IH(2) WATER QUALITY AND QUANTITY DATA SHEET ll NOT USED lJ UNDERGROUND UTILITIES TEST HOLE INFORMATION SHEET 2 GENERAL NOTES SHEET 2A THRU 2B TYPICAL SECTION 2C E&S CONTROL AND ROADWAY DETAIL SHEET 3 ROADWAY PLAN 3A ROADWAY PROFILE 3B ROADWAY PLAN 3C ROADWAY PROFILE 3D EROSION AND SEDIMENT CONTROL PLAN 3E EROSION AND SEDIMENT CONTROL PLAN 3F DRIVEWAY PROFILES 4 ROADWAY PLAN 4A ROADWAY PROFILE 4B ROADWAY PROFILE 4C EROSION AND SEDIMENT CONTROL PLAN 4D DRIVEWAY PROFILES 5 ROADWAY PLAN 5A ROADWAY PROFILE 5B EROSION AND SEDIMENT CONTROL PLAN 5C DRIVEWAY PROFILES STATIONS - IVY ROAD - STA l/8.00.00 TO STA 124.50.00 - IVY ROAD - STA. l/7.50.00 TO STA. 124.50.00 - IVY ROAD - STA. ll1.50.00 TO STA. l/8.00.00 - 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. l/8.00.00 TO STA. 124.50.00 - IVY ROAD - STA. 124.50.00 TO STA. l3/-00.00 - IVY ROAD - STA. 124.50.00 TO STA. 131.00.00 - ST /LLFR/ED LANE - STA. 200.00.00 TO STA. 202.00.00 - COLONNADE DRIVE - STA. 300.00.00 TO STA. 302.00.00 - IVY ROAD - STA. 124.50.00 TO STA. 131.00.00 - IVY ROAD - STA. 124.50.00 TO STA. 131.00.00 - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 - IVY ROAD - STA. 131.00.00 TO STA. 136.51.65 - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 - IVY ROAD - STA. 131.00.00 TO STA. 137.70.16 6(l) DRAINAGE DESCRIPTIONS 6(2) DRAINAGE STRUCTURE DETAILS 6(3) THRU 6(5) STORM SEWER PROFILES 7(l) SIGNING PLANS - INDEX, GENERAL NOTES, & LEGEND * 7(2) SIGNING PLANS - SIGN SCHEDULE * 7(2A) THRU 7(W_) SIGNING PLANS - SIGN FIGURE DETAILS 7(3B) THRU 7(5) SIGNING PLANS 8(l) TRAFFIC SIGNAL - INDEX, GENERAL NOTES, & LEGEND * 8(2) TRAFFIC SIGNAL - SUMMARY OF QUANTITES * 8(2A) THRU 8(W_) TRAFFIC SIGNAL - SIGN FIGURE DETAILS 8(3) TRAFFIC SIGNAL - PLAN 90) PAVEMENT MARKING AND MARKERS PLANS - INDEX, GENERAL NOTES, & LEGEND 9(2) NOT USED 9(3B) THRU 9(5) PAVEMENT MARKING AND MARKERS PLANS l0(U THRU /0(5) UTILITY PLANS TOTAL CROSS SECTION SHEETS 2- (SEE CROSS SECTION SHEET NUMBER I FOR INDEX OF SHEETS) * INDICATES SHEET IS NOT INCLUDED IN THIS SUBMITTAL FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KARIC_CIV\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 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 # 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 EndWoll) # 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT- OF- WAY 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806001el.dgn U C 0 U O y a C 0 C I O x T E 0 T 0 0 L 3 D 0 U O 0 E Y T 0 0 a 0 0 0 0 0 N 0 0 + + 3 + 0 .3 E s 0 0 0 O E 0 0 0 0 n 0 3 L U 3 0 U C C O N U O a a U N 0 0 T C O N u L U) 0 0 C 0 E 0 0 L N C N U a 0 0) C 0 U N L + U I 3 L U a+i 0 C t0 Ln LL 4 Ln P R 0 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 MCFETERS. FE (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) * 310 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) * 301 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 KARIC_CN\113038 - Albemarle Cty On-Call\20_lvyRd\CARD\REF\Sheets\d105806001e2.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-SrrE [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) D 0 Receiving Channel Type (Natural, Restored, or Manmade) Manmade Manmade Channel Protection Compliance Method Non -Erosive Non -Erosive Flood Protection Compliance Method 10-yr QDev eloped C 10-y r QExisting 10-yr QDeveloped C 10-yr QExisting 2-year 10-year 2-year 10-year r VEAsting (ftr/S) 15.33 N/A 14.49 N/A V Dev eloperd (f t/s) 15.36 N/A 14.49 N/A VAllowed (ft/S) N/A N/A NSA N/A QExisting (CFS) N/A 144.00 N/A 81.55 QDeveloped (CFS) N/A 143.27 N/A 79.90 QAllowed (CFS) N/A 144.00 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 forthe overall drainage area reachingeach outfall. 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. 0) C O U 0 L + U I 3 U 0 C 4= 4 Ln 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 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 -MCFETERS. FE-(KIMLEY-HORN) ----------------------- D E S G N E D By KIMLEY-HORN & _ASSOCIATES, INC._ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION o 0) C 0 U L + U I 3 U � o LEGS D PROJECT AREA ("A -SITE") MAINTENANCE AREA (NOT PART OF "A -SITE") POST -DEVELOPMENT "A -SITE" 14PERVIOUS LAND COVER X� SWIVIN1201 0 1 w I w I i V)d OUTFALL A QUTFALL 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d105806001h2.dgn L U I 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 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALBEMARLE COUNTY, COMMONWEALTH OF VIRG/NIA, AND VDOT BEFORE BEGINNING CONSTRUCTION. 2. THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER 24 HOURS PR/OR TO THE BEGINNING OF CONSTRUCTION. 3. THE LOCATION OF EXISTING SEW ER, W AT ER, OR GAS LINES, CONDUIT S, OR OTHER STRUCTURES ACROSS, UNDERNEATH, 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 IS DIFFERENT FROM THAT SHOWN ON THE PLANS,IF THERE APPEARS TO BE A CONFLICT,OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL CONTACT MISS UTILITY PHONE NUMBER 8// PR/OR TO THE START OF CONSTRUCT/ON. 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 /N ADVANCE AND IN WRITING. 6.1F A CONFLICT IS FOUND TO EXIST, THE CONTRACTOR SHALL NOTIFY THE COUNTY PROJECT MANAGER BEFORE ANY WORK /S STARTED IN ORDER TO COORDINATE THE REMAINDER OF THE WORK TO BE DONE. 7.THE CONTRACTOR SHALL MAINTAIN UTILITY SERVICES TO EXISTING 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, RESIDENCE OR BUSINESS SHALL BE NOTIFIED 48 HOURS IN 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 MiN/MUM OF FIVE (5) WORKING DAYS IN 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 9.1F 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 EXISTING, ELEVATIONS & ALIGNMENTS SHALL BE MATCHED. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING MATCHING MATERIALS AT NO EXPENSE TO THE COUNTY.ANY PAVEMENT.DR/VEWAYS, 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 CONSTRUCTION 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: I.PRIOR TO ANY CONSTRUCT/ON WITHIN THE EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING 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 REOU/REMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REOUIREMENTS 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 FERTILIZED, SEEDED AND MULCHED. 5.THE MAX/MUM ALLOWABLE SLOPE /S 2.1(HOR/ZONTAL:VERTICAL).WHERE REASONABLE OBTAINABLE. LESSER SLOPES OF 3.1OR BETTER ARE TO BE ACHIEVED. 6.PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REOU/RED WHEN /N THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE,IT /S DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7.ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGIN/A MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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. 8.ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). D-16 \Nhen CG-6 or CG-7 is specified on a radius (such as at a street inter- P AV E M E N T section), the Engineer may approve a decrease in the cross slope of the gutter to facilitate proper drainage. 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 95/ 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. G-6 The borrow material for this project shall be a minimum CBR__ 10 ___ or as approved by the Materials Engineer. ALLOWABLE TYPE OF PIPE CULVERT ( UNLESS OTHERWISE SHOWN ON PLANS 1 ( SEE ROAD AND BRIDGE STANDARD PC-1 FOR HEIGHT OF COVER LIVITATIONS FOR EACH TYPE 1 N W C� O\ OO W J �� CL OW OW �W LOCATION ¢� Q `tn OW v~W Ln � W W LU ti W UW WQ Q tij O v HJ2 ¢ UJj Q� a2 \ W ~ W �Q J �Ln v~)3 BUS. ROUTE 250 ACCORDING TO THE MATERIALS REPORT, SOIL PH • X. X AND RESISTIVITY • X,XX OHM -CM 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 Bridge Specifications. 1-9 When no centerline alignment is shown for a proposed entrance, the entrance shall be constructed in the some location as the existing entrance. 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-Horn and Associates, Inc. Survey - H&B Surveying and Mapping, LLC Existing Utilities - Inframop 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. FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806002.dgn 0 U L U � 3 � L L U a+i � o �° ,L 4 Ln 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 EXIST. CURB & GUTTER I I I MATCH MATCH EXIST. MATCH EXIST. 3:1 EXIST. F- ��� SLOPE --------------------------- -- --------VAR ''---------------�---� PAVED SHLDR VARIES 2.2'-4.0' 10.5' /0/ ll' VAR/ES 111-14.8' s*IS D, SLOPE STA. //7+05.00 TO STA. 119-07.03 V ARM ES D`= DITCH DEPTH VARIES, SEE CROSS -SECTIONS W'= DITCH WIDTH VARIES, SEE CROSS -SECTIONS W" STA. //7+75.00 T 0 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' 34' I- I I O0f, 2.00 - - - - - - - - - - - - - - SAWCUT STA. 119-07.03 TO STA. 126,80.71 ST A.129.41.80 TO STA. 129-80.59 ,oT D SLOPES V ARIE M AX - - D'= DITCH DEPTH VARIES, SEE CROSS -SECTIONS W'= DITCH WIDTH VARIES, SEE CROSS -SECTIONS W` ST A.119,07.03 TO ST A.121+00.00 FBI ' D` = DITCH DEPTH VARIES, SEE CROSS -SECTIONS SLOPE S LO P E- - - 2� ti1q S V ARMAX X 4 STA. 121,00.00 TO STA. 126-,25.00 D SLOPES 2i,�Fs VAR AX - - - D` = DITCH DEPTH VARIES, SEE CROSS -SECTIONS STA. 126-25.00 TO STA. 129-80.59 5' I� W LATERAL OFFSET VARIES 6.5-12.5' STD. CG-2 REO'D. SEE A 2.00% 0.5/ VARIES 0-6' 5' CONC. SW LK SECTIONS NOT TO SCALE 5� OP /5' FLEXIBLE 2.00 _ - - - - ------- --------- -SST-- - - - - - - - - - PAVEDSAVyCUT - SHLDR VARIES 6.0'-7.5' ll' ll' ll' 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 O of construction. O O O O Asphalt Conc. Type SM-9.5A or SM-9.5D @ 165 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: 1. CONCRETE TO BE CLASS A3 IF CAST IN PLACE. NOTES: j 2. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR I) SEE CROSS SECTIONS FOR TAPERS & TRANSITIONS ��y/�y/may/�j 0 0 0 0 o INCREASED AS MUCH AS 3" (21 " DEPTH) IN ORDER THAT THE BOTTOM OF 2) DURING CONSTRUCTION WHEN SOILS DEEMED TO BE j o 0 0 0 0 0 0 0 0 0 0 o CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT "UNSUITABLE" ARE FOUND THE CONTRACTOR SHALL SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18 AS SHOWN. NO "M / / / i \/ // // / ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN 4 REMOVE THIS MATERIAL AT LEAST / BELOW SUBGRADE, N. / \ INCREASE IN DEPTH. PLACE SUITABLE BACKFILL, AND/OR GEOTEXTILE BETWEEN BASE O FABRIC AS DIRECTED BY THE FIELD ENGINEER. & UNDERDRAIN 3. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON 3) ALL 2e1 SLOPES SHALL BE PROTECTED BY STD. EC-3. `��`�/`��` RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND GEOTEXTILE 12 „ SUBURBAN AREAS, IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD 4) SEE CROSS SECTIONS FOR ACTUAL SIDE SLOPE. DRAINAGE FABRIC CG-3 IS REQUIRED. INSET A INSET B 43' /5' FLEXIBLE PAVEMENT PLANING & VAR. DEPTH OVERLAY 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 ?C D. CG2 REO'D. /0.5' VARIES 0-/// SEE INSET A 2.00 LATERAL OFFSET VARIES 9.5TO 12.5' VARIES 0-6' eEls�v�E r a VARIES 7.12' - 10.5' 2.00% VARIES 5'-6' CONC. SWLK STD. CG-2 REO'D. 2.00% 0.5' 61 SAW CUT CONC. SW LK ST A.127+50.00 TO ST A.127+98.54 1.5" FLEXIBLE PAVEMENT PLANING & VAR. DEPTH OVERLAY STD. CG-2 SEE REO'D. IN 2.00 %SET A % 2.00 /0.5' 0.5' 0 CC I,--- -�IIi� STD. RW-2 REO'D. 3' STD. RW-2 REO'D. 61 SAWCUT CONC. SW LK ST A.127+98.54 TO ST A.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") ®3.5" ASPHALT CONCRETE BASE TYPE BM-25 O8" UNTREATED DENSE -GRADED 5 AGGREGATE MATERIAL NO.2/B O6 MODIFIED UD-4 REO'D. 2' 1 3' IFI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806002a.dgn 0) C O U L + U I 3 L L U a+i �o 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 /5' FLEXIBLE PAVEMENT PLANING & OVERLAY � AFO E S PAVED SHLDR VARIES 4'-7.5' NY ROAD (ROUTE BUS 250) GS-5 //' I I I E MATCH EXIST. — — - — VARIES ii MATCH EXIST. STA. 129,41.80 TO STA. 135-83.73 2141'?F,SD` VARIES LIgX 2:I X — — — D' = DITCH DEPTH VARIES, SEE CROSS -SECTIONS VARIES /.5' TO 5.33' STA. 129,80.59 TO STA. 130-,25.00 STA. 133-00.00 TO STA. 134-25.00 SLOPE 2�`s �0" D 6A MAX — — 1.5' VAR/ES D"= DITCH DEPTH VARIES, SEE CROSS -SECTIONS STA. 130-,25.00 TO STA. 153-00.00 INST C D` 5.0 % FMATCH EXIST. SECTIONS NOT TO SCALE VARIE� VARIES 4-5' 2.5' 0-6' 1.5" FLEXIBLE PAVEMENT PLANING & zxz-OVERLAY riirir2l _— — — — — — — — — — — — — sZO,oF SI-OPE SAWCUT VARIES 2'-5.33' 5' ll' 5.5' STA. 1-52-,68.72 TO STA. 134,52.33 D` = DITCH DEPTH VARIES, SEE CROSS -SECTIONS NOTES: 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 l' BELOW SUBGRADE, PLACE SUITABLE BACKFILL, AND/OR GEOTEXTILE FABRIC AS DIRECTED BY THE FIELD ENGINEER. 3) ALL 2e1 SLOPES SHALL BE PROTECTED BY STD. EC-3. 4) SEE CROSS SECTIONS FOR ACTUAL SIDE SLOPE. SEE INSET B 2.00% 'ARIES , CONC. SWLK \Fs INSET B INSET C 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 O4" HYD. CEMENT CONCR. SIDEWALK REO'D. O2 4" AGGREGATE SUBBASE COURSE, V DOT NO.2/B OASPHALT CONCRETE SURFACE SM-9.5A @ 165 LBS. PER SO.YD. 0.5") ®3.5" ASPHALT CONCRETE BASE TYPE BM-25 O8" UNTREATED DENSE -GRADED 5 AGGREGATE MATERIAL NO.2/B ()MODIFIED UD-4 REO'D. FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KARIC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806002b.dgn 3 t �0 �0 10 00 cN 4. P R 0 J E C T M AN AG E R J. KELSEY (454) 872-450I ---------------------------- S U R V E Y E D By H&B _SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY BRIAN _MCPET ERS� PE_ (KIMLEY-HORN) _ "ONTROL DESIGNED BY KIMLEY-HORN &_ASSOCIATES, INC ------------ SUBSURFACE UTILITIES BY INFRAMAP �QI?PORALIQIV------- E&S kt-/' 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 UNCLUDING,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 1S 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. ll.J ALL WATER 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. I2.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. I3.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301OF THE CODE OF ALBEMARLE. I4.) BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EOUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 9:00 P.M. I5.) BORROW, FILL 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. 16.) THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REOUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF PROPERTY. I7.) TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE,AND IN MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST OF A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE,OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE,OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80 LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. I8.) PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90 LBS/IOOOSF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000 LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT l80 LBS / ACRE AND CONSIST OF 95% KENTUCKY 3IOR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80 LBS/IOOSF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION AND CONTROL INSPECTOR. I9.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES 1S TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 507 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. AND RInUADWAY 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 KAR/C_CIVV13038 - Albemarle Cty On-Cott\20_lvyRd\CADD\REF\Sheets\dIO5806002c.dgn PROJECT MANAGER J. KFLS_EY (4J4)_372-4._0I____________ SURVEYED BY LI&B_SURVEYING AND MAFFING LLC -------- DESIGN SUPERVISED BY BRIAN_MCFETERS FE_(KIMIEY-HORN)_ DESIGNED BY K/MLEY-HQRN&_A55QCIAT_S IN ----------- SUBSURFACE UTILITIES BY INFRAMAP f0aFORATION _ _ _ _ _ _ m a' a a) oC) j Q cZ O C)f� ° �a Q) S V Old Railroad Ties NOTES: REVISED STATE STATE I,) CONTRACTOR SHALL RELOCATE ALL 4A/LBOXES ALONG IVY ROAD PER VDOT ROUTE PROJE STANDARDS. 250 VA. 0250-00'd 2.) CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING CURB RAMPS AND BUS. RW- 0 0 ENTRANCE BETWEEN STATIONS 120.75 AND 12I.50• CONTRACTOR SHALL TEST Q o PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS LINE /N ORDER v z DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC o m TO AVOID WPACTS. o MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION o WQ� o V �# CL Ln # i O rn— Q 0 O a C) \� 4 Kimley-Horn & Associates, Inc. j 0 O o Q v v c\ v z 41� J Richmond, Virginia �~ C3z CL o�� 4v OW�� C»# # # ROADWAY ENGINEER °� O c� '� o���O a # # # S BUCKII yGH4 BRANCH RAILROAD - -- ---�--Rroad- ---t-------I- --+--- ----- ---------------- ------------�Railroac� - - - ---� ---- Old Railroad Ties Old Railroad Ties _ _ ^� High Brush Old Railroad -Ties u Low Brush & High Grass Existing Right of Way F. R/W VDOT Project 722A-2 Rte. -250 Low Brush & Hi h Grass g Existing Right of Way -------------------------------------- -----_ High Brush VDOT Project722A-2 Rte. 250 ------------ L!Ientury nk) T/FO- - T/FO ,I C lilt d Steel I, G �- Steed—� 11 G —� TH#35 6 "G G 12 IIW 12 „� IIG. i-_E- ��2-II - 12 "W f P of Cast Iron (ACSA) Ed e Pavemenl , "r�" �� ,' Castrlrsn J A) '/ �" �" Edge o 6 IVY ROAD CONSTR. l i' c o Q (BUS.RTE.25) ' ,U ne o / �S' " i7r %- i�PROP. \N oton , (�In1 dATH*11 5A7 LQ c �,T'll 3-10Oj�/ SAWCUT _ % �/ ,' ; mow, �' i' i i i % i i i i i i i ,SAWC(l i i i / _ # # LU 3 " Dl // / ° ° 8 I. SAS .I SFM w 6 "SFM SAWCUT - - - (Century Link) H#8 %� — 6 „ F , — ° ° ° - ° ° a ° ° ° °— — — — s — — T Cast Ir _ °— -° 8 261 C & G T/Tg 8 0 ���C. 8 I ° ° ° ° ° ° p p p ° � p r� �- hr � � r S�UTr � CD n O 4 "SFM # ° ° ° e /r 4.51 Wide St ne Wall TH#6 0 4 -85. ° ° '� ° °� J l5" co g I, O C. =1�903 CON Ln T9 0,) DI T � 00" 3_ ( ��° 0' 00" E 17,E - ° / 9 aM R n° a� 1l0 ° 6 00, 4F8° CORK. 15 - 0 _ . _ _ 0 D70= n 3j D90 _ E 5'ConcF °000•°°.� °°°°�' ,e +%5.Cf0._.�D9 �' J eo -- N © , c � 0°5' Conc. Curb �° ° ° ° °. ��� , �!��, 10.06CIO F 0 v I IL-�••T o� c x `-� -------------_7' �..�------- 7�" D905 c�iJi.rriy� Ed( Z UDE G OU D # e - .fi1r '��II�O -o co " `� o PROP'• �//DOT ................................... ET 101� 3- TH 3 1�u° _ � oG P T P A R `� U IEASE. , 3 E�l .E SE. 0 �.._.._.._. ._.._ _.._. SZ.._.._.._..� _ • - - - - - - - r w Ru ` �� Asphalt °C ST R. OF PROP. 'PROP, TE E. %. T/F0n �� s>, =S PES �� OR Tf� C '� •• • • oo PROP.TEMP.EASE. T/ F O .,i • PROP. T EMP, EASE. F R a b - - '�� 1 '� i Q b �� o CONST R. OF CURB D PROP. T F P, f 1SE. FOR Ln b' FOR CONSTR. R. OF Z Q UNK �� ,, •�,� a�em- t� ', �;� ��w , o� o > ' BEN ANCE � PROP. SLOPS & �o�� P , " - W W Ed -e or�c� _rent _ " - - -� Gras, J / 0- "Icy , u e ofi I k , U n n , ���� i i , - - - -g r - - - o \ ..�� DRAINAGE _ C T as d9 I. N/0 11 u � io- �?• G o , ��� Edge I --did"e- �n �� �� n �� coo v / -� " - - - �- , Cof1C. - - , o i W a� i , Grass, ° i ��' - aC� Gross v) u 1 L 0 J OP S Q �, �n 'i°ice" o �i Q '__ _ _ Q QO� �Ond5c , -� Edge of PoVem Q cv �" ocn� ' i u u� o —� �0 �- On`°, �� U a) �i �� i1 �)� 2 Story Brick n n�— W i W 0 60 O S o��F S �e o N yam\ ° N „� °- , 22 _ (-0 IConc° Sidewalk z o o' S # 304 x0 • \ E D CO . ST ILLFRIED LANE ° N p� x�o Q� Q �\ o �, c o c N m o O O o, o, BE l C . Srl FRIED � � = ` ' T 200.62.50 ST ILLFRIED L E CO ST R. � o m �- o I� N a ST 200-6 STILLFR D L � o c c c cn c �v a s o '- o c °o,W z z L ° U ° N v O i Q o O U) U) �76 o CDO� _O,o O OCl- Cl- ^ \\\ � p O O LU VJ1 Z ao �vim# C) �O o \ �O N O W p C OO D_ N O z02 o z 003 J o 004 THE RECTOR AND VISITORS OF LQ THE UNIVERSITY OF VI R tA4 �� Q DB 25/ PG 005 Oo Fz c ll°16 AC. \\ c)o# # PARCEL ID* 06000-00-00-05100 \\\ J Z JO EPH *. TEAGUE & ARY JANE TEAGUE DB 775 PG 154 0° 90 AC. PARCEL 1D# 06000-00-00-03700 LEGEND DEMOLISH AND REPLACE PAVEMENT a PROPOSED CONCRETE . . . PROPOSED PAVEMENT OBSCURING OF PAVEMENT MILL/OVERLAY/BUILD UP ASTD. CG-2 REO'D. C Q2 STD.CG-12 TYPE A REO'D. _ _ DENOTES CONSTRUCTION LIMITS /N CUTS ASTD.CG-12 TYPE B REO'D. DENOTES CONSTRUCTION EMITS 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. N WEST END SHOPS - EAST, LLC A VIRGINIA LI�VITED LIABILITY COMPANY DB 1805 PG 64 /° 05 AC. PARCEL 1D# 06000-00- 0-03900 Iron Rod Fd° DOMINION VIRGINIA POWER LUMOS UTILITY OWNERS MR. JEFF CARTER CARY BOWMAN 1719 HYDRAULIC ROAD 401 SPRING LANE *300 CENTURY LINK CHARLOTTESVILLE. VA WAYNESBORO VA MS.THERESA BRYANT TEL: (434) 972-673/ 417-419 WEST 4AlN STREET OFFICE: (540) 946-3500 A UTILITY TO BE RELOCATED (BY UA/Lr Jeffrey.L.Ccrter@dominionenergy com EMA/Lr boWm(gncr@/umosnef.com CHARLOTTESVILLE, VA 22091 OTHERS) COW AST OFFICE. (434) 97I-1371 0 EXIST. PIPE TO BE ABANDONED MR. OODRE ACSA (WATER & SEWER) CELL. (424) 806-6826 A EXIST. PIPE TO BE REMOVED 324 WEST HAYDEN,AIN STREET ALEXANDER MORRISON E-MAIL: thereso.bryont@centurylink.com CHARLOTTESVILLE, VA 22091 168 SPOTNAP ROAD UVA 0 TO BE CLEANED OUT (540) 769-7043 CHARLOTTESVILLE, VA 22911 TELEPHONE / FIBER / SANITARY (FM) EMAIL. Hoyden_Woodre@Comcost.com (434) 977-4511 X 116 4R. MARK ROACH A SIGN TO BE RELOCATED (BY OTHERS) GAS EMAIL. omorrison@serylceouthorityorg (434) 243-1704 A STD. UD-4 REO'D. MS. MARY ZYLOW SKI EMAIL: msr3W@v1rg/n1aedu CITY OF CHARLOTTESVILLE (CC) 305 4TH STREET CHARLOTTESVILLE, VA OFFICE: (434) 970-3815 E4AlL: zyloWski@chorlottesyilleorg o ° WEST ENO,SHOPS - WEST, 4 C A VIRGINIA Ll ITED LIABILITY`' CO PANY DB 1805 PG 670 1.42 AC. PARCEL ID* 06000-00-00-05800 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806003.dgn . . 812312017 d105806003A.dGn 5:49:25 PM Plotted By.. michoel.mitchell U C y d O U O h O c C O C L O T E Y O T O + 7 O L 3 N 0 L U C N N O U O N a a c 0 c L 0 s T E Y T C O + O Q O O C O C O O N O L + 7 O C O 3 7 O L 3 C N E U O a N L C O N U C O O L L N Q O L n E c 0 w 0 L 0 n L n 0 3 L U L 3 L O C O U C O U O Q L Q U w U N Q N N L L O T C O a N C N C N U U L U N O C N E 7 L C C O N O C L N L N C N N L Q N C D' N C O N n O U C O U 812312017 K:\RIC_C1V\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806003A.dgn -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- PROJECT MANAGER J. KFLS_EY (4J4)_372-4._Q1____________ SURVEYED BY LI&B_SURVEYING AND MAPPING LLC-------- DESIGN SUPERVISED BY BRIAN_MCPETERS PE_(KIMIEY-HORN)_ NOTES; DESIGNED B Y K/MLEY-HQB _ ATE S NC. _ _ _ _ _ _ _ _ _ _ _ 0 CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD I RAIVA SUBSURFACE UTILITIES BY LNFRAMAP �'QRP�f?ATIQIV PER VDOT STANDARDS. N f^ v 1 N � Q) o o Q_ CD oW_j� j REVISED STATE STATE SHEET NO. ROUTE PROJECT 0250-002-R98 VA. 250 3B m BUS. PE-101 RW-201 C-501 o o � � � DESIGN FEATURES RELATING TO CONSTRUCTION c ) OR TO REGULATION AND CONTROL OF TRAFFIC c = o # MAY BE SUBJECT TO CHANGE AS DEEMED oZ o N NECESSARY BY THE VA DEPT.OF TRANSPORTATION Q o v o Q) Q) N vim# # o ° N v v Kimley-Horn &Associates, Inc. N Richmond, Virginia ROADWAY ENGINEER Roil -------- _ TO CHICAGO _ - - -� °pd- BUCKINGH4 BRANCH RAILROAD c� o ------ ---I- _--- -- -- -- -----------T-- tfnoa --- ---- --- ---- --- --- -- — --- ---- ----------- --- ---- ---OLE fi -� fi I Gl PROJ. 0250-002-R98, PE-l0/, C-50/ �� H Stone _ N g o a l 6 .99 IVY R CONSTR. I R -R98 -20/ - Existing n RILow Brush & High Gross o SOT Prod ct 0029- 04-102 EXIST. R/ Existing Right of Way �T A. l 2 55.3/ ROAD CONSTR. _ W ° Low Brush ° V DOT Pro Project of W a 04-102 #4 ° j - - - - 6 „G 52-� Hardwoods Concrete 3B_ 'Concrete (Century Link) Head4waL� I0 'WT,, ------------ 17 T/FO - - - - _ /2 „W Coated S �� d d I I #436-A .. , , O Edge of P------- ment 12` — — 6 „ G Coated Steel I I 6 „ r — _ 12 " W 6 - - ---- - ----------- �' 6 "G Iron (ACSA) Wide Stone Wall )s l f,/° M Ci Q) moo` o� 52,0� Qf ell, e_wolk / / Q � QD i W N CO o \ CQ o Q) °� o ) U C REFERENCES (PROFILES, DETAIL, & DRAINAGE DESCRIPTION SHEETS, ETC.) SURVEY CONTROL DATA ID EXIST. STOR4 SEWER DATA IEUJ EXIST. SAN. SEWER DATA IE(2) CONSTR. ALIGN. DATA IF IVY ROAD PROFILE 3C E&S PLAN 3E DRAINAGE DESCRIPTIONS 6(1) UNDERGROUND DETENTION 6(2) DETAILS STORM SEWER PROFILES 6(3)-6(5) :zz------------------ -------------------------------- ---------------`-�-as�l�en-SAC-S,�)--------------------- `------------- II midge of Pavement z S Tr 09' 20 E 11 co^� II � (Century Link) I I I 9 _ T 28T H#29� --T/T--- - j- nf--------- _ '-=----------------ILT�J---------- 6-"SFV-g ----- 6 "SFM T/TGMN -------- SF — — — — Cast iron I I 8 W - - - - - _ _ Edge of Pavement #44/ Cast lron 6 G FOYss g „W b I — p„ IN na RIGhT of W av t J UT LU UU L L1-7q?. II '� R �tury Link) ti, - ,4 SI-M II one 8„ T/TG Cast Iron S 5306 _ _'��"API 18 Iron - \ II v -•-#437 - rib, In c low JB- Q, _•_ ____ • -F I• \ `� �,�' - II - _•- _I 24, RCP _ •_._--Q ' II Q) .fit- _ a II W N o II jl 45/ a men _ -- s a o PI. 36, RCPQi i Hof P �_._• ._- \ �� = II \ (_0(1 / Ductile Iron (A(_SA) Rlp-Rap/-H#25 D90 � TH#26 4 SFM T ,I p NC, TH#2 36,, CONC. PROP In ` 43 v I 31:1- q)ERGROU D�t �-� -� 3B-2 E EN Ol� �I . � 42' COLIC. In Pl. 24" RCP . — 30" CON (Century Link)TITG 3B ------------------------. ................................. --II -.L _ _ V T/FO (Ce 3B-5 II ��� z _ y, -E Q) �� Q) I I o PROP PE tiI. c Q) I I Ln o DRAINAGE!� EASE. cQ-)< c \� C 6 / o j \ \ FOR COI TR. AND q ec 0 0 � N c cam, c o °� Q `o o Q I I i STRUCTURE Asphalt \ I I �, a Qv L o i Q) Q)I I c ° Q> v \ II C Q� �N °�' 6' II )Q) o Q) c� ooc� II ding P�- , # N #438 I I �,� #305 e� e� 6 S 0 d I A . S C z LEGEND DEMOLISH AND REPLACE PAVEMENT a PROPOSED CONCRETE . . . . . PROPOSED PAVEMENT OBSCURING OF PAVEMENT MILL/OVERLAY/BUILD UP ASTD. CG-2 REO'D. C �2 STD.CG-12 TYPE A REO'D. _ _ DENOTES CONSTRUCTION LIMITS /N CUTS ASTD. CG-12 TYPE B REO'D. F -DENOTES CONSTRUCTION WITS 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) 0 EXIST. PIPE TO BE ABANDONED A EXIST. PIPE TO BE RE40VED 0 TO BE CLEANED OUT A SIGN TO BE RELOCATED (BY OTHERS) A STD. UD-4 REO'D. II �� II II o � I I c,° Qc II Q , II Q_ Q Q L �r Q II � v `\J o II c I I o II II II �, II II o THE RECTOR AND VISITORS OF II THE UNIVERSITY OF VIRGINIA DB 25/ PG 005 I I ll. 16 AC. I I PARCEL ID* 06000-00-00-03100 II I I i Curye IVY-1 Pl = l08.08.3/ DELTA = 28° 02' 12.80" (LT) D = 2° 30' 46" T = 569.27' L = l,l15.74' R = 2,280.11' PC = 102.39.04 PT = 113.54.78 V = 35 4PH e = MATCH EXIST. S.E. II /' *450 / II III FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED SCALE 0 25' 50' PROJECT SHEET NO. 0250-002-R98 3B 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806003B.dgn 812312017 d105806003C.dgn ...............................---------------.................--------------------- 5:49:29 Av Plotted By.,michoel.mitchell 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- L 1 u � W W HOR/Z : /" = '25' ///.00.00 THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 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 IIIIIV J� IIIIIII YAWA ��!_It►J��I\'_��=-7vw- j ern,��r�n;�r��r.�rir.T:�,�r�•�r••���������������������_��_������������������� ��------------------------- ------------- -- -- -- ----------------------- ------------- -- -- ---------------------- --- ------------- -- -- ---------------------- --- ------------- -- -- ---------------------- --- ------------- -- -- -------------- ------ ----- •• •• •• •• Role Met Me• . "00 Me PROJECT SHEET NO. 0250-002-R98 3C 812312017 K:\RIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806003C.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 _ _ _ _ _ _ I W Z \ (I lV c "Tg 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 See Plans for Ditch Type Denotes Depth of Protectiye Coyering Station 120-00 to Station 117.58 z r Station 123-00 to Station 134-25 F1.5.. 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 1\ LQ LQ v I w �LQ O / 3 L N ti LQ (Z V FI/RW PLANS Q Rco-� Denotes Rock Check Dam, Type I; St'd EC-4 THESE PLANS ARE UNFINISHEDAND UNAPPROVED AND ARE _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THEACQUISITION �P a Denotes Inlet Protection, Type A; St'd EC-6 OF RIGHT —OF —MAY 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 �L 812312017 KARlC_CN\113038 - Albemarle Cty On-Coll\20_lyyRd\CARD\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 _ _ _ _ _ _ r c r 3 L U a+i 0 E 7 �0 EROSION & SEDIMENT CONTROL LEGEND THIS SHEET FOR E&S CONTROL ONLY Station 120-00 Station 117-58 x . 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 �1 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 T H*30 T/ FI/RW PLANS Q Rco-� Denotes Rock Check Dam, Type I; St'd EC-4 THESE PLANS ARE UNFINISHEDAND UNAPPROVED AND ARE _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THEACQUISITION �P a Denotes Inlet Protection, Type A; St'd EC-6 OF RIGHT —OF —MAY 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 �L CY)� 4 Ln 812312017 KARlC_CN\113038 - Albemarle Cty On-Coll\20_lvyRd\CARD\REF\Sheets\d105806003E dgn N L U I c 4) E U U .. L 4 Ln PROJECT MANAGER J. KFLS-EY (4J4)-372-4.-0I____________ SURVEYED BY LI&B_SURVEYING AND MAFFING LLC ________ DESIGN SUPERVISED BY BRIAN_MCFETERS FE_(KIMLLL-HORN)- DR I VEWAY PROF ILES DESIGNED BY K/MLEY--H0-RN & _A53QC/ATE5 /NG. _ _ _ _ _ _ _ _ _ _ SUBSURFACE UTILITIES BY INFRAMAP-'QRFORATION ------- SCALE 1 I N. = 5 FT. 580 0 �' - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - - I I I I ENT Ro RT o STA. 119+60 IVY I I I I I I I I I I I I I I I I I I I I 575 - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - 7 - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - - - -, I I I I I I CV ca /v i Y CD II / Q' 0 STA; = 0-31.50 Q LnV v, �—Ln 570----------------------------------;-N-------- -EL-- 565.17------ j ------------------------------------- L J L = ✓0.00 �W �W �W (10 Ln ----------------- ----- -2.00; ___------------ 565 L--------------------__----------t -- -------5.00�!_--------------------- ---------------- -- - - I I I I I Edge of Pavement I I I I I A50' /5.00,' 560 0.100.00 0./0.00 0+20.00 0.30.00 0+40.00 0+50.00 0.60.00 lVY ENT Rn RT o STA. 121+26 IVY o . 580 T-------- I I ---- ----------------- � I O -------------- °'A I + I\I I O tLq �/ / 575 I r - - - - - - - - lO I I - - - - - - - - -,- - - - - - - - - - - - - - - - - 7 - - - - t��.J) I . Q---------- 0---------' - - - - - j n f��l Ln I • I � I ��I -c ,- - - - - - - - - - - - - - I�+1�� � - - - - - - - - - - - - - - -, - - - - --- JI % LQ --------------------------- 570 ------------------ to ------------1_ V`c_'J- - - - - - - - - - - - - - - - - - - - - J_ J---I-___ -,00-�- --- 0. --------------- - - - -- - -- _- ------ --------------- - - - - - - - - - - - - - - - f ill STA - 0.41.50 EL = 57/.37 I I I L - /5.00 I I I 565 ---------------- I I idge of Pavement I I I I I I I I I I I I I I I I 29.67' I I I I I I 560 L----------------- I ------------------ ----------------- ------------------ 1 1 ----------------- i----------------- 0.00.00 0+10.00 0.20.00 0.30.00 0.40.00 0.50.00 0+60.00 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 lVY ENTRo RTo—STAo-123+65—-1VY—————o 580 T - ———————————————— —————————— - T - -. - — O————————— - 1 l I I I I O I ' \ t^ I I O I ^ + , vO^1 '� * LL� C) Q A +� O A 5 75 O t °O1 (�� 1 v + '(„\ 1' ��(1 ��yl Ov l Q v OI\ ki-Ln QI\� ^ — ~ I - - - - I l - - - - Np� - - - - - - - - - - - - - - - - Ip� I QI�V - - - - - - - - - - - �Ln - - - f,v, r^ - - - - - - - - - - - - - - - Ott^/ e. z �II 1 P'� �J L I� ( `� VLQ ('�I__------- ��V �V--I---- 570 p N ~ �--------------- C1mil' Q- cj-w +_8- _- 0�0 FI/Rw PLANS I I-# I S----- � --------_-___- _ 6.07STA - . I ------- --------------- I I _ ----------- _ 0.56450 THESE PLANS ARE UNFINISHED 1------------------ 12��.ec -� -- +�pe00oo STA = 0-415.10 EL = 570.5 AND UNAPPROVED AND ARE , NOT TO BE USED FOR A Y 565 -----------------1- ---------------- -- --------------1------------------1- --------EL-= 56�?3------L--=-U00---;---- -------------1----------------- TYPE OF CONSTRUCTION OR THE dge of Pavement L = 10.00 ACQUISITION OF RIGHT—OF—WAY ��jjI I L1/o50' I I I I I I I 41.00' I I I I I I I I I I I I I I 560 L - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - -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 0.80.00 812312017 KAR1C-C1V\113038 - Albemarle Cty On-Coll\20-lvyRd\CADD\REF\Sheets\d105806003F.dgn U 0 U 0 0 0 T E Y 0 t 0 t 0 r t 3 a v r U U 0 0 T E T 0 C, 0 a 0 0 0 C, 0 N L 0 r 0 + 3 0 I 3 t 0 t 0 U 0 L L 0 L E 0 0 0 L 0 a 3 U 3 0 L 0 a a U U 0 a a� L } 0 T O U U) 0 E t 0 0 t L 0 U O U �0 �0 10 rn� c ": U) PROJECT MANAGER J.-KfLS-EY_&J4)-3Z2--4.-QL------------ SURVEYED BY --------- DESIGN SUPERVISED BY BRlA1V_MCPFT�RS, PF_(iCIM�EY-HQRIV)_ DESIGNED BY LSIULEY-dQRN_ &-AS,5MAT-F-S- ld------------- SUBSURFACE UTILITIES BY 0fBBNIAP_.CQaE0B-4LIQI� _ _ _ _ _ _ _ c �v ) 0 U � U 0 -Z Q) o O) Z p C) O 0 ��N Q-\ � 0 o Q �# ��� o �# a Ln �v00� o 2 M — UZ �Co>Z oWz� o oz� vim# �O o CZ \ N _ U Q> Q)a� C Q) c r# \ 0 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 ___ _ _ _ __ _ _ Ra1/ro_____ BUCKI GHAM RANCH RAILRO--------t --- ---- # s,— �'--------t �'� -----------t — -- ----- --- I ------ --- -- ----t— -- --- --— — -- d------------- — — — ---------- --— ----------I---Rail o �� —--------�----I-- co Old Railroad Ties r o Old Railroad Ties p Q Old Railroa W 1 W � _ ( EXIST. R i OP Brush i Low Brush Low q0 -- --- �1--------- o -----tav�-er-ti-s,h-- C,Op� ----- --------------------------- ------ _ S 8 „ _ 0 ,.�� -- - -- --- --- cn --------- — ` '��1 ------ ---- - — 6 „ 6 — ° — — — 6 " x 6 '" � _ Sewer Lin _ C; _ _ - — eBTC - � i-- -- -- - 12 W ----T-T-T ��bslr�n-� -T-T T-T-T �Edge�of Pav,�m�n�0 12--1--- - - �`a �. ( -T� ---- f _ p Went' '�?� i i i 7 i i i i i i i i i is7� -7 - -- --�- p /J aD C� TR.�` 9e A gveme Ln S 7r Vr=2 T Q) fir\ Sewer'Li ,� ,� ! #'3/l �" entviry Link) T Sewer Line 8" Dl 47 i , TI H# 8 ..SAN i _ �4IF M i i i i i i i i i i i i 1SFYo i 8 i i i i 0 .�~HOB - - - - _ _-==-T====--==------ l8" C ((/�� l9 - / _ _ _ ° ° ° ° C_%lC. ° ° ° ���0 �' ( = 25° 70) ..D_ °D,"D. W D - °°'°-9 oD- °.D ° -D DIY vD- D° -D- - O O O O �� Yk _/"l8 �I // D D °D ° 'll , C. �.LQ - Pl. l5" FRCP — — — — ,' - d- 4 8 D908_ - 65° 06- _3�2 _ - _ - - - - - -F"o°D D _ _ D - _ o Jn Pl° 24 RCS , - --_ Lo �r v and - -6•--_ �'. _ _ _ _ _ _ .�._:_.- La Ica -e•- -•- .7.-•- = ___•= ------ — -_ 0 2 �i n Ro C Ae `•. �� _ , - L-�XIST.R/y ----_ -==p= _ - ----- --_--- 43 -A- -__----�'------- '-Q----_ F C �___________ _ ___ _________ ---_ _ ___ _ ----- _ - - __ - v I I I� �� i _�!sP DOT UTlLI ——PT�Z�T�./ 2 ,�i lioi" i it dam. I i / O le Pavement — ', i I ,I h ° & it Ii Z"�" �GV Ir it In Pl° 7 - G �� iii, ,' , u 'i .. :. �}.I_�1.._.._.._.._.. �.yL.._. I� ._.._. ._. JI J� L.._.._. ICI.._.. _ 2 RCP \ �(� i li Q '�0 rt.._.._.._.._.._.._.._.._. ._.._. r I_._.._.._.._.._.._.._.._.._.._.._.._..�. ._.._.._.._.._.._.._.._ � i F it +i. F .\ 4-5 _ \1 _ - -- _ , , I I STD. RW -2 REO'D. • • ,� a 01 o c PROP. T E P. Edge of Pavement L i U Q. � a) Q-) o U U � J OO, \�5EX.4' IIn Q �' l.V X/ T E , \ C3 C) II II•• II _ °;; II� L u�_ Q ;I RE KING ENTRANCE " o O O PROP. PERM. SIGHT 31\\ W� l00 RIGHT TUR TAPER II l00' RIGHT TUR STORAGE II •• flu i ° ;lo iia iI / JK K K ,K �s PROP. TEMP. EASE. FOR N N II III ,I v, "� fl 9jI DIST. EASE. III�� Ilp �I 8 G°s Filler Caps , CONSTR. OF PROP. u N I I I I' <p �I h u'c 'I TKO �K ONE-\ ¢c \ c 4 SLOPES.DRRETA EA,L&L II 0°S�ConC° Curb ii Iii ii iI u i �� �dC° Pod w/ F lV \ \ In Pl° 6„ I l e i u l u i O u i i u Q iI W WN Overhang Z �� \\ P In l5 RCP U _ _ PVC B /n Pl° PROP. TEMP. EASE. F R , I Q/ u�I RC - I - 6„ PVC CONST PRO . u u ( er Gl iI S i u. .I >' Q PI° 15 �°,, __� a� o Q, - IC= _= SLOPE �& SAN c� Z n 30-q 11430 #428 o o a II #422 RE ALL o v #302 � O Iv II o,o 0 0 o a c �II CO I �� ST 300 2/.50 COLLO DRIVE CO STR. N o N N I I r� O o o a� m ZO III � a c o o o °# (r- o c 03s w III _ N-) 0 11� o z�l c �m o 0 QD 004 #429 a WESt: ENP, SHOPS - EAST, L C A LIMITED LIABILITY CO PANY W DB /805 PG 664 l° 05 AC. PARCEL ID* 06000-00-00-05900 'RENCES N ST Q) _ J LEGEND DEMOLISH AND REPLACE PAVEMENT a:a. a. PROPOSED CONCRETE PROPOSED PAVEMENT OBSCURING OF PAVEMENT MILL/OVERLAY/BUILD UP ASTD. CG-2 REO'D. ASTD. CG-12 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. 005 T OW NSIDE EAST, LLC DB l68/ PG l33 l° 75 AC. PARCEL ID* 06000-00-00-040CI O 3 U A UTILITY TO BE RELOCATED (BY OTHERS) A 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. CID c� N Q 6 " SANS #.300 Sewer Line 6" PVC 0 0 00 o #4/7 Q Q N o o � L ' N �' C>o° Oo N o #�ITING OIL COMPANY INCORPORATED Zi � W Q> DB 7/3 PG 670 0° 69 AC. Q PARCEL ID" 06000-00-00-040DO _ U QDLQ POT 302.00.00 l< .Q)) c NOTES: I.) SEE SHEET 3 FOR UTILITY OWNERS. 2.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. Curye IVY-2 PI = 133.51.04 DELTA = 2/° 32' 44 84" (RT ) D = 2° 32' 23" T = 429.25' L = 848.37' R = 2,256.02' PC = 129.2I.79 PT = 137.70J6 V = 35 MPH e = MATCH EXIST. S.E. FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED 812312017 KAR/C-C/VV13038 - Albemarle Cty On-Coll\20-lvyRd\CADD\REF\Sheets\di05806004.dgn . . 812312017 d105806004o.dgn .......................................................................................................................... BY: 5.49.41 PM Plotted michoel.mitchell U C y d O U O h O c C O C L O T E Y O T O + 7 O L 3 N 0 L U C N N O U O N a c c 0 c L 0 s T E Y T C O + O Q O O C O C O O N O L + 7 O C O 3 7 O L 3 C N E U O a N L c O N U C O O L L N Q O L n E c 0 w 0 L 0 n L n 0 0 3 L U L 3 L O C O U C O U O Q L Q U w U N Q N N L L O T C O a N C N C N U U L U N O C N E 7 L C C O N O C L N L N C N N L Q N C D' N C O N n O U C O U c C N E U L L 812312017 KARIC_C1V\113038 - Albemarle Cty On-COII\20_lvyRd\CADD\REF\Sheets\d105806004a.dgn -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 812312017 d105806004b.dgn 5.49.43 PM Plotted By.. michoel.mitchell 0 0 w 0 L 0 T E Y 0 + T 0 0 L 3 0 L U C C C E CL U 00 �N 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_______ 200.00.00 HOR/Z : /" = '25' • 201.00.00 202.00.00 300.00.00 301.00.00 THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER • REVISED STATE STATE SHEET NO. RCUTEI 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 SHEET NO. 0250-002-R98 4BB 812312017 KARIC_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_.CQaE0BBLIQIy _ _ _ _ _ _ W (LQ v / O d V 1 N tI\ v / V I THIS SHEET FOR E&S CONTROL ONLY .UCOO ti �N�� DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC O a> cv MAY BE SUBJECT TO CHANGE AS DEEMED v o �,� NECESSARY BY THE VA DEPT.OF TRANSPORTATION S # c o o a o v Kimley-Horn &Associates, Inc. C)o o Richmond, Virginia STA. 300.21.50 COLLOAFADE DRIVE CONST R. v o =N II Q- s w I I 03� 0 E DR E- �o II o ST 300.65.00 CO LO E ,� IVE CO S T R. o�zN II Q) `p'> zll �z a> Prop. Placement of Protective Covering St d. EC - 2 Prop. St'd. EC - 2 z W .� x OQ D x Denotes Depth of _ See Plans for Ditch T Type Protective Covering Location Station 123,,00 to Station 134.25 x1.5' 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 9 4- FI/RW PLANS 0 RCD-� Denotes Rock Check Dam, Type I; St'd EC-4 THESE PLANS ARE UNFINISHEDAND UNAPPROVED AND ARE _ RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE �P A Denotes Inlet Protection, Type A; St'd EC-6 ACQUISITION OF RIGHT—OF—WAY CH) 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 812312017 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 DR I VEWAY P R 0 F I L E S DESIGNED BY K/MLEY--HQRN & _A55QC1A= INQ, ----------- SUBSURFACE UTILITIES BY INFRAMAP-COaFORATIQN _ _ _ _ _ _ 1�Y -- - - SCALE 1 I N. = 5 FT. ENT R. RT o 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^ ----------------- l eT'1 V 1 -----------------7-------------, --.----- --- - - - - -T ZQ -------------,-----------------,--------____� ---, `LJ (10 o , I I I Ln• I _----I-- 560 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - +2e00 `� - - _ _ - - - - - - - - - - _ - - - - -I- - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ST A- _ �+4�5�- - i -I -I 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" I I I I I I I I 550 L - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - -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 0+80.00 lVY ENT Ro RT o STA. 130+38 IVY 555 7 I CV T I I I I I I I I I I I O� I I VJ I I 550 0---------------------------------- ---------- ---------------------;----------------- (vim) - `--------------------------------I------- VJLnLn - -Q 2 00%-- 2.89% - - - - - - - - - - - - - - +- - - - - - - - - -- -- - - - -- 545 --'--` , ----------------I ------------- ---- -- ------------ I --------------- - _I ------ I I IFdge of Pavement I I I Bccl Edge Of I I Exi st. Gu>i ter Pan I I I I I I I 540 EZEE I I 71 1 I-----------------i I 3.471 I , I I I I 3-1 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 N � L U I 3 N L N L U a+i o 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 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KARIC_CN\113038 - Albemarle Cty On-Coll\2O_lvyRd\CARD\REF\Sheets\d1O58O6OO4d.dgn 0 U 0 a 0 L O x T N Y 0 t 0 t 0 r t 3 a v r U 0 0 a 0 0 T E Y T O C, 0 a 0 0 0 0 C, 0 N L 0 r 0 + 3 0 I 3 PROJECT MANAGER J.-KfLS-EY_&J4)-3Z2--4.-QL------------ SURVEYED BY --------- DESIGN SUPERVISED BY BRIAN_MCPFT�RS, PF_(iCIM�EY-HQRIV)_ DESIGNED BY LSIULEY-dQRN_ &-AS,5MAT-F-S- ld------------- SUBSURFACE UTILITIES BY LNFBBNIAP_.CQaE0BBLIQI� _ _ _ _ _ _ OQ C nO O .L o N Q o o a' �# Z (iz s ao ` N BUCKINGHAM BRANCH RAILROAD ` ---- -----------�--- _Railrad -- ------ ----- Ties 4� � Old Railroad Tie Existing Right of Wo I� VDOT Pro °Y O ° � ect 722A 2 Rte � �25= Low Brash -------------T-- �— s � 2 "W IV- 7-H#,39 Tf� - - - - - _ _ - Zap 4 #400 24' RCP, o o o Q) c_ o � Jt c � o o N o, c� m4,To RICHMoN m ---�---�-------I--- �— --� ---� --� -- �--- l�ai/road t -- —---�---�---� 31Co Old Railroad Ties Old Railroad Ties o o vE:D v m (S 62° 22' 00" E 218.071) Ir VEW54TY SHOP NG �S C67/ B 9/ PG 2/ c 0. l AC. °mac �,T AX MAP# 7-l. 9 L�Cr404e �, �1 kk CD S w6,r �, c c (0OJ6 Z o oc I rConC. / c� JO i a) ( j ANNE'� - BELFIELL IN . j j T OP Weir Z° c o o, WHITING OIL COMPANY INCORPORATED DB ,4975 PG 267 �° '� 408-A DB 7/3 PG 670 007 27 AC. �� 0.69 AC. PARCEL 1D��6000-00-00-W0 2 n Rod Weir �� e �° o o ° .aQ o v ° PARCEL ID* 06000-00-00-040D0 Iron oOpening40.65°�� e�\\i �° o MA�rI PROPERTIES, LLC F P - o�� 5 , o DB 4526 PG 490 p(� �' o o N N o 0 0 0.3/ AC. o i Pie � Gr o,W 009 h ON PARCEL ID* 06000-00-00-04OB7CO Q) ° G A, A- Q ° ° ST. ANNE'S - BELFIELD INC. REFERENCES ° DB XXXX PG XXX i ES, DETAIL, & DRAINAGE PARCEL 21.02 ID* AC000llol RIPTION SHEETS, ETC.) LEGEND DEMOLISH AND REPLACE PAVEMENT a:a. a. PROPOSED CONCRETE . ' . ' . ' . ' . PROPOSED PAVEMENT OBSCURING OF PAVEMENT MILL/OVERLAY/BUILD UP ASTD. CG-2 REO'D. ASTD. 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) 0 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. a� �o K N� a O cp� P�� pxlp RAFA° C o,PIZ 8 UNIVER ITY SHOPPING Tea. o CE TER, LLC DB 917 PG 2/ ,, 0.25 AC. TAX MAP# 7-1.9 LOT lB R I\N Mon. i n9 ANC NOTES: l a) SEE SHEET 3 FOR UTILITY OWNERS. 2.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. 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 STRUCTURE #000 AND INCOMING 42" PIPE ARE UNVERIFIED BY SURVEY. INFORMATION IS ASSUMED BASED ON CHARLOTTESVILLE GIS. STRUCTURE #000 INVERT IS INACCESSIBLE. 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' 44B4' (RT) D = 2° 32' 230 T = 429.25' L = 848.37' R = 2.256.02' PC = 129.21.79 PT = 137.70.16 V=35MPH e = MATCH EXIST. S.E. FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY PRELIMINARY EASEMENTS FOR UTILITY RELOCATIONS ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE AS PROJECT DESIGN IS FINALIZED 812312017 KAR/C_CNV13O38 - Albemarle Cty On-Coll\20-lvyRd\CADD\REF\Sheets\d1O58O6OO5.dgn 812312017 d105806005a.dgn 5:49:52 PM Plotted By.. michoel.mitchell 0 0 w 0 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 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 L L N Q O L n E c 0 w 0 L 0 n L n 0 3 L U L 3 O C U U C O U O Q L Q U w U N Q N N L O T C O a N C N C N U U L U N O C N E 7 L C C O N O C N L N C N N L Q N C N C O N n U U C O U 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 Li\ W HOR/Z : /" = '25' 131.00.00 132.00.00 133.00.00 l34.00.00 135.00.00 THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 136.00.00 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 5A 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 SHEET NO. 0250-002-R98 5A 812312017 K:\RIC_CIV\113038 - Albemarle Cty On-Call\20_lvyRd\CADD\REF\Sheets\d105806005o.dgn U t 0 0 a C L O x T E O t 0 t 0 L t 3 Z U C N O U O O a C 0 C 0 T E Y T O C, C, 0 0 C 0 0 C, 0 N L 0 L } + 3 t O I 3 C 0 L O U 0 L L 0 L E C 0 0 0 L 0 a 3 U 3 O w U L 0 0 a U N L 0 T 0 U L 0 C c E L 0 L t L N 0• 0 U O U zo Lo LL C� PROJECT MANAGER J.-KfLS-EY_&J4)-3Z2--4.-2/------------ SURVEYED By --------- DESIGN SUPERVISED BY DESIGNED BY LSIULEY-IdQRN_ &-AS-SMAT�S /dC. _ _ _ _ _ _ _ _ _ _ _ Prop. Placement of Protective Covering SUBSURFACE UTILITIES BY 0FRA1V� .CQ��R-4�Q�_______ THIS SHEET FOR E&S CONTROL ONLY Std. EC - 2 Prop. St'd. EC - 2 xD X Denotes Depth of N See Plans for Ditch Type Protective Covering �o o Location Station 123-00 to Station 134.25 x1.5., o �, # � _ Q: o Kimley-Horn & � Richman (j ROADWAI BUCKII yGH,4til BRANCH —�---- — — — - — — — --- --- — — — --- — — --_ --- — — — — — -- \ _ _ _ ----- _ -- _ — — --� -- -- _--- -- —t ----- --- ----I pod Iron y o ,�- c a 5 o V r °ect 722tur- ° a �� nc° y N�\ S T �5 (Ce u S ,39 *39 01 lb JK O 8 „SAA1 T/entur �kJ °mac is �' �� - - - /,p tp VQJ �J �� _ C�/�/� \ \ � �`���C\ ? -R), TRAFFIC v `L (A = l7 _ - ' Sewer S�G�J 4° 27 R -2 SAI P - B -/ °��� 5 \ OS , , � N ll P - ° 00') �- o • ' ' ° ' _ lVY CONS o I L r— _ 1 Curb 0 1 // ,�v -�n�Cu \ , \p I,) f� j _ _ _� 69 5, -�_ i 9 Q 88�cc OLn ii�I EXIST. *3/,5 J I n J F RP' T O° - POP. ES c' EXIST. R/y�- C PROP. TEMP. EASE. li �\ II 1� _ _ _ - - - \ / /' V -e-) _o°, FOR ENTRAIVICE oCD curb I� - _ _ _ _ �� �, , \ • /�/ - -, , , , � \ C 00 oXx i � ,�� 1 42 �• ,, 2 0 o /ice P R LLJCONST N -R98, PE-101, C 501 o N F N _ c /ice J o // \ :z oIb o _ a S � o R°d Iron oA- Q, EROSION & SEDIMENT CONTROL LEGEND a> .c ° C, b v 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 END PROD. 0250-002- ST 136.1 .00 IVY R0) V 201 ST R, f FI/RW PLANS Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 RCD 0 O Denotes Rock Check Dam, yp I; St'd EC-4 Type THESE PLANS ARE UNFINISHEDAND UNAPPROVED AND ARE Ec-2, Ty.1 Ec 2, Ty.2 Denotes EC 2, Ty. 3 EC 2, Ty.4 RCD 2 Denotes Rock Check Dam, Type II; St'd EC-4 NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE EC 3, Ty, 1 EC 3, ry.2 Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 IP a Denotes Inlet Protection, Type A; St'd EC-6 ACQUISITION OF RIGHT—OF—WAY EC-3, r P B CH) Denotes Inlet Protection, Type B; St'd EC-6 TSF-A TSF-B Denotes Temporary Silt Fence, St'd EC-5 Type A or B rsl Denotes Slope Interrupter; St'd EC-15 roc Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding Do Denotes Temporary Diversion Dike, St'd EC-9 Ts O Denotes Temporary Seeding LOD Limits of Disturbance SCALE PROJECT SHEETI 812312017 KAR/C-C/VV13038 - Albemarle Cty On-Coll\20-lvyRd\CADD\REF\Sheets\d105806005b.dgn 0 a 0 U L U L 0 L U a+i 0 c s t,-� LL 4 Ln 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 <oo In N PROFILES IN. = 5 FT. 550$,<Ln ---E-NTR,-RT.,--T-A--1-3l±34-WY-------� ' ----I----------------- -------- ------------------ 1 -' ^V1 I I -- -J_j �VI• I I � I' I 1 J I I 545 "F' I I ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ `, `n? - - - - \ - - - - - - - - - - - - - - - -'- - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - - �I+ I _--------------------'�------- ' 5.7/ / - Ln +2.00% ' I I I I I I I I I I I I I I I I I I I 540 - - - - - - - - - - - - - - - - 1 - - - - - - - - - 1 - - - - - - - - - - I - - I - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - Edge of Pavement Balk Edge Of � Exist. Gutter Pan I I I 545 1 21.911 I I I I EZEK 1 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 /VY 550 - - - - - - - ENTR. RT° STA.132+09- 1V - - - - ----,--- ------ ------------------ - - - - - I T I I -Y ww ' ^ I\'V ^ I I I J +� �' ^ I I ` v J 545 (►���---------------------------------- "`1 ----------1` I - - -,- - - - ` - - - - - - - - - -1- - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - -, - - - - - - - � � I 1 N I I . J - - - - - - - - - - - T-- - - - - - J' ' �I� � I I I - Q- I� I �I '----------------r-- - - - vJ ---------- I f ------------I-- I I I I I 540 - - - - - - - - I � - - - - - - - - _ 1 - - - - - - - - - - - - - - - - 1 - - - - - - I I I I I I _I - - - - - - - - - - I - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ - - - - - - , I I I I Edge of PI aveme t I //• I I I I I 535 L - - - - - - - - I I - - - - - - - - -I- - - - - - - - - - - - - - - - - 1 - - - - - - - I I I I I - - - - - - - - - -I- - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - J - - - - - - - 0+00.00 0+10.00 0+20.00 0.30.00 0,40.00 0.50.00 01,60.00 0.70.00 550 545 540 535 530 /VY ENTR. RT. STA. 132+90 IVY 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 ENTR. RT. STA. 133+53 IVY rT - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - n 71- - - - - - - - - - - - - - - - - r , I I I • �I I I I ca J ' I J � ' �� Q—LQI I I I LAD- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - -'- - ° - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- �200�` +4�7$� I -80- - ---------------------------------------T------- . -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 I I I I I I I I I I I I ------------------------------------- -dge-�-P-veme;#------------;-----------------------------------;------------------------- 1I I I I I I I I I I I I I I /.50' 1 ' ' ' /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 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 lVY Ln RT. STA. 134+201--IVY-----------� 545 �►�- T------------ - - - - -, - - -- \� -----+ ----ENTR. - - - - QLn1 Q�I I I I I 540 r` . - - - - - - I I I � \\•• o <o - - - - - - - - - - - - - - - - - - - - - - - - - - T - - -,� - - - - - - - - - - - - - - - - - ��----- \'I I I I �I J �Q - - - - - - - - - - - - - - - - - 1- - - - - - - - - - - - - - - - - -1- - - - - - - - - - - - - - - - - -1 - - - - - - - - �� �2.00% +6.50/ -------1------------------1 --- I I I I I I 535 ----------------- I I I I I I ----------------- -------------------------------- I I I I I I I I ------------------ ------ ----------- ----------- -------I-------- Edge of Pavement I I I I I 22.4/' 116.5' I I 1 1 I I I I 1 1 1 1 I I I I 530 L----------------- ----------------- i----------------------------------- -----------------i------------------------------------------ 01,00.00 0+10.00 0.20.00 01,30.00 0,40.00 0+50.00 01,60.00 0+70.00 r I T - - - - - - - - - - - - - - - - - - - - - - - - - T 1 1 I I I I p I I I I I I I I I (n I I I I I I I I ^ 1 I W I I I I IT K 1 r I T - - - - - - - - - - - - - - - - -I� - - - - - - - - - - - -1- - - - - - � - - -- - - - - T , R. I o / LQ �I `J ---------- - - - - -- IJI J I . I �W 1 6042 --------1_---------- LOI `� ------1---------- I I I I I ----- ------------------ ------------------------------------------------------------ I I I I I I I I STA = 0- 4/.00 I I I I I I I I I I I I Edge of; Pavement EL =1540 87 ----------------------------------------- I I I L=/ I I I I I I I I ° I I I I I I I I I I I I 123.07' 23' 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 0.80.00 FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KAR1C-C1V\113O38 - Albemarle Cty On-Coll\20-lvyRd\CARD\REF\Sheets\d1O58O6OO5c.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 ------- ��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 SHEET 3 SHEET 3B (CONTINUED) SHEET 5 3-1 1 STD. DI-38 REQ. L=16', H=4.7,,, INV = 564.00' 3B-5 / STD. DI-5 REQ. GRATE A TYPE I REQ. STD. PG-2A TYPE A2 COVER 5-/ MODIFY EXISTING DROP INLET H=5.8', INV = 548.70" R14i = 554.50' 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 3B-5 TO 3B-2 82' -36" CONC. PIPE CLASS /// REQ. (3' COVER) PROPOSED RW ELEV = 5,59.50" INV(IN) = 564.00% INV(OUT) = 562.50' SILT TIGHT JOINT TYPE INVUN) = 548.70', INV(OUT) = 548J0' 5-2 / STD. DI-7 REQ. GRATE A TYPE I REQ. RW 3-2 1 STD. DI-3B REQ. H=7.5', /NV = 527.00" = 534.50' L=18', H=6.6, INV = 560.50' 3B-6 / STD. REQ. GRATE A TYPE /REQ. CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF STD. IS-1 REQ. H=5.T, I NV = 553.1/' Rltil = 558.8/' NV STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. 3-2 TO 3-3 54' -15" CONC. PIPE CLASS 111 REO. (5' COVER) STD. IS-1 REQ.CONNECT TO EXISTING 24" CONC. PIPE 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) = 559.00' 3B-6 TO 3B-4 149' -30" CONC. PIPE CLASS 111 REQ. (3' COVER) INV(IN) = 527.00", INV(OUT) = 526.00' 3-3 7.3 LF STD. MH-2 REO. SILT TIGHT JOINT TYPE INWIN) = 553.11. INV(OUT) = 546.56' 5-3 8J LF STD. 4iH-2 REQ. 1 STD. 4iH-1 FRAW & COVER REQ. 1 STD. 4iH-1 FRA)VE & COVER REQ. INV = 55720' RW = 56520' EX. 3B-7 TO 3B-8 61' -42" CONC. PIPE CLASS 111 REQ. (5' COVER) INV = 526.09 R14i = 534.74' STD. IS-1 REQ. CONNECT TO EXISTING 3" AND 6" IRON PIPES SILT TIGHT JOINT TYPE INWIN) = 545.45', INV(OUT) = 544.00' STD. IS-1 REQ. CONNECT TO EXISTING 42" CONC. PIPE CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF 3-3 TO 3-4 74" -/5" CONC. PIPE CLASS 111 REQ. (6' COVER) 3B-8 I STD. DI-7 REQ. GRATE A TYPE I REQ. STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. SILT TIGHT JOINT TYPE H=8.8, INV = 543.30' RW = 552.1/' INV(IN) = 557.20', INV(OUT) = 555.80' STD. IS-1 REQ. 3-4 9.8 LF STD. 4H-1 OR 2 REQ. I STD. MH-I FRAW & COVER REQ. 3B-8 TO 3B-9 272' -42" CONC. PIPE CLASS 111 REQ. (5' COVER) INV = 552.10' RW = 562.60' SILT TIGHT JOINT TYPE INWIN) = 543.39, INV(OUT) = 53822' STD. IS-1 REQ. 3-4 TO 3B-1 89' -48" CONC. PIPE CLASS 111 REQ. (3' COVER) 3B-9 / STD. DI-7 REQ. GRATE A TYPE / REQ. H=10.9'• INV = 537.45, R14i = 548.30' LEAK RESISTANT JOINT TYPE STD. IS-1 REQ. INV(IN) = 552.10. INV(OUT) = 551.80' CONNECT TO EXISTING 36" CONC. PIPE 3-10 / STD. DI-3B REQ. L=14', H=3.9, INV = 564.70' SHEET 4 3-10 TO 4-1 172' -/5" CONC. PIPE CLASS 111 REQ. (3' COVER) SILT TIGHT JOINT TYPE INV(IN) = 564.70% INV(OUT) = 558.80' SHEET 3B 3B-1 7.0 LF 4 0D. 4&1 OR 2 REQ. (SEE SHEET 6(2)) I STD. 4 1 FRA0 & COVER REQ. INV = 55/.70' RIM = 559.36' 3B-1 TO 3B-2 IT -15" CONC. PIPE CLASS 111 REQ. (6' COVER) SILT TIGHT JOINT TYPE INV(IN) = 55/.70', INV(OUT) = 551.60' 3B-2 10.2 LF STD. 4iH-1OR 2 REQ. 1 STD. 4iH-1 FR4/E & COVER REQ. INV = 548.00' RW = 558.85' STD. IS-1 REQ. 3B-2 TO 3B-3 128' -36" CONC. PIPE CLASS 111 REO. (6' COVER) SILT TIGHT JOINT TYPE INV(IN) = 548.00, INWOUT) = 546.80' 3B-3 8.0 LF STD. 4lH-/ OR 2 REQ. I STD. MH-/ FR4/E & COVER REQ. INV = 546.70' R14i = 555.40' STD. IS-1 REQ. 3B-3 TO 3B-4 8' -36" CONC. PIPE CLASS 111 REQ. (5' COVER) SILT TIGHT JOINT TYPE INV(IN) = 546.70', INV(OUT) = 546.56' 3B-4 7.6 LF STD. 4iH-10R 2 REQ. 1 STD. MH-1 FRA4iE & COVER REO. INV = 546.56' RW = 554.85' STD. IS-1 REQ. 3B-4 TO EX. 3B-7 25' -42" CONC. PIPE CLASS 111 REQ. (5' COVER) SILT TIGHT JOINT TYPE INV(IN) = 546.56'. INV(OUT) = 545.47" NOTE: ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-1 4-1 1 STD. DI-3B REQ. L=I6', H=7.9', INV = 554.90' STD. IS-1 REQ. 4-1 TO 4-2 /74' -18" CONC. PIPE CLASS 111 REQ. (6' COVER) SILT TIGHT JOINT TYPE OWN) = 554.99, INV(OUT) = 550.00' 4-2 / STD. DI-4EE REQ. L=I6', H=122', INV = 545.30' I STD. SL-I REQ. STD. IS-1 REQ. 4-2 TO 4-3 191' -48" CONC. PIPE CLASS 111 REQ. (3' COVER) LEAK RESISTANT JOINT TYPE INV(IN) = 545.30', INV(OUT) = 544.70' 4-3 / MOD. DI-4E REO.(SEE SHEET 6(2)) L=16', H=7.0, INV = 544.60' STD. IS-1 REQ. 4-3 TO 4-4 24' -24" CONC. PIPE CLASS 111 REQ. (4' COVER) SILT TIGHT JOINT TYPE IWIN) = 544.60', INV(OUT) = 544.30' 4-4 6.8 LF STD. 41H-2 REQ. I STD. 4iH-1 FRA)VE & COVER REQ. INV = 543.20' R14i = 550.63' STD. IS-1 REQ. 4-4 TO EX.4-7 //' -24" CONC. PIPE CLASS 111 REQ. (4' COVER) SILT TIGHT JOINT TYPE INV(IN) = 5432o', INV(OUT) = 543.00' 4-5 3.5 LF STD. 41H-1 OR 2 REO. I STD. 4iH-1 FR4/E & COVER REQ. INV = 559.00' RW = 56320' STD. IS-1 REQ. CONNECT TO EXISTING /5" CONC. PIPE 4-5 TO 4-6 17' -/5" CONC. PIPE CLASS 111 REQ. (2' COVER) SILT TIGHT JOINT TYPE OWN) = 559.00, INV(OUT) = 558.50" 4-6 / STD. DI-7 REO. GRATE A TYPE 111 REQ. H=3.1', INV = 558.40' R* = 561.50' STD. IS-1 REQ. 4-6 TO 4-1 13' -/5" CONC. PIPE CLASS 111 REQ. (2' COVER) SILT TIGHT JOINT TYPE INV(IN) = 558.40'. INV(OUT) = 558.00' EX.4-7 MODIFY EXISTING MANHOLE TO ACCEPT PROP. 24" CONC. PIPE (PER SURVEY - EXISTING STRUCTURE *418 - SEE SHEET IE) FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT-OF-WAY 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(1).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 DESIGNFEATURES RELATING TO CONSTRUCTION STRUCTURE ,,5B-1 STRUCTURE 4-,,-5 OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION TOP V /E NOTES: ROUND OR SQUARE 12" OPENING ri inj i ilirin ili Ai i IT I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH 4iH-1 COVER. SECT ION A -A TOP V/E r--------------------------------------------- / I / I / I / I 48" CONC. PIPE INVIIN) = 544.70 NOTES: ROUND OR SQUARE 18" OPENING THROUGH WEIR WALL STON - STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE I. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH 4H-1 COVER. R/M = 559.36 STD. MH-1 FRAME & COVER SECTION A -A TOP OF 8" WEIR INV = 554.90 NOTES: I.ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS UNLESS OTHERWISE DIMENSIONED ON PLANS. 18 "MIN. 2. STRUCTURES SHALL HAVE STD. ST-1. STAINLESS STEEL ORIFICE PLATE ------------ ----------------- - l00 YR WSE (ELEV = 555.26) 3.ALL WEIR WALLS TO BE 8" Nit/ WITH GROUT BOLTED IN PLACE — --------------- --------------- — l0 YR WSE (ELEV = 554.98) FILLED CORES. STAINLESS STEEL ORIFICE PLATE 4. REFER TO DRAINAGE DESCRIPTIONS ON 2 YR WSE (ELEV = 546.99) BOLTED IN PLACE — — — — 2 YR WSE (ELEV = 554.42) SHEET 6(l) FOR ALL RW AND INVERT ELEVATIONS. 5. INLET SHAPING AS NEEDED. ROUND OR SQUARE 48" CONC. PIPE 12" OPENING THROUGH WEIR WALL 6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP OF ORIFICE INVIIN) = 544.70 48" CONC. PIPE PLATE. INVIIN) = 551.80 7. SEE VDOT STD. SWM-DR FOR DETAILS ON l5° CONC. PIPE STEEL PLATE, BOLTS, AND ORIFICES NOT SHOWN. INV(OUT) = 55/.70 1 I I I I I I I 5" D14ETER ORIFICE INV = 55/.70 STRUCTURE INV = 55/.70 8. SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. RW = 551.60 STD. T-DI-4E,L=16' PRECAST TOP UNIT TOP OF 8" WEIR INV = 547.60 ------------------------------ — v--1 l00 YR WSE (ELEV = 548.07) s . � l0 YR WSE (ELEV = 547.55) — — — — — — — — — — ROUND OR SQUARE 18" OPENING THROUGH WEIR WALL STRUCTURE INV = 544.60 I N I I I I I I I I � I I I I I I I I I I I I 24" CONC. PIPE INV(OUT) = 544.60 l5" DIAMETER ORIFICE INV = 544.60 V, 24" CONC. PIPE INV(OUT) = 544.60 8" WIDE WEIR WALL FI/RW PLANS THESE PLANS ARE UNFINISHED AND UNAPPROVED AND ARE NOT TO BE USED FOR ANY TYPE OF CONSTRUCTION OR THE ACQUISITION OF RIGHT—OF—WAY 812312017 KARIC_CIV\113038 - Albemarle Cty On-Coll\20_lvyRd\CADD\REF\Sheets\d105806006(2).dgn ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ 8/23/20I7 d105806006(3).dgn 5:50:02 PM Plotted By, mlchael.mitchell 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 MCPETERS, PE IMLEY-HORN) DESIGNED BY KIMLEY-HORN & _ASSOCIATES, INC------------ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION8 -.PORM S.EW.ER PROAF..I.L..Es 580 575 570 565 560 555 550 545 540 535 530 STORV 5-ITO 3B-2 o Z......� ......................... 3.....------. =------------------=------------------------------------=-------------------------------------- <o O L �1 OII O o O O °O O Ln N ---------------- ----- N m..�.. � ---------------- ........ CD ----------------------------- QO �n ------------------------------------------ N Q0 Ln — N00 �.... --------_ ------------- co Qz:Ln Ln Ln p N10 Ln Ln ..................................... ............... ..... ... ............... .............. � --� Lc° C° HGL 15„ Concrete:P/pe Re o ...— — 2.9j% qd O Ln 67Ln L.F° „ Concrete Pi O --2,80 pe-Regd.------�------ ----�--------------- ------- Ln r-n Cr 73°93 L.F. o W N 15" Concrete Pipe Re ' Ln oo 3 °8-9 % q 89°00 L.F.0 0 0 -------------- - r�, ----- f Ln f W W N------------- v o 48" Concrete Pipe Req'd. Ln Ln LLU I LO �'�'v----�---- ti000�v Q /5 13.00 - L.F. o : �n z O Concrete Pipe LQ LnJLU W� ZkOJ �Z U:Z: Ih I�W�v cn ------------------=------------------ -----� = IW� ;------- o-------------------: >c �Q # its �------;-----------------------------------------c~i� ': ------------ ----------------- : CO�J� : �W�V �x Qom. W cn M �. W: � Q J J � k Q � O� Q � J� U W W I O W Q k6 O �_� =� p Z �tncc�1 O WQk�O LJ6NW: mWti ct :WW ------------------=--------------------------� UY ------------------Z------------ ---------------------OQ --------------------------- OLO Ln u Cr >WQ\1\ # Ln Q ~��Q ��W Qk�W �ILI6V �W�v 0.00 0 N N \ CO /+00 2100 J 3B-5 TO 38-2 548°l0 3.00 3B-2 TO 3B-3 548.00 3°00 �eq'd. 2199 :• 575 570 67161 a� 0 C� Ln Ln � O W00 555 550 545 O U_ 540 QZ W ti NNUjv� W J W 535 =�o-ztW jNQZO 530 STORM 5B-5 TO 5B-4 Q � 0 0 J Z W W � Wz � �........................ 3 ,............. 00% c�=o oo� WIC NLn ��N cn c\j to j Q_ j Q W h j M�LQW # �lV N(JWv . ,.. W.� .................... c�.k.Q�......... Z oQ Z�:�� = o� Q U-j �Nn �WQ V 1 3B-1 TO 3B-2 551.60 ------------------------------------- ----- -- -L25------------------------------------------- ------ -- --- 81°50 L.F. o 0 °p � 36":Concrete Pipe `� Req d° co O � � 128°00 L.F.o O� ------- 0.74 � � 36"-Concrete--Pi e R '--------------- p eq d. ::Z� O 0.94 % L0 LnLn 750 L°F° O O <o J 36Concrete Pipe �_� ------W--------=------------------=---------------------------------------------------------- -- .. Ln M V)W UIJUC�� C) WHO: VOA I�I� Q�� O J # Qjrl' Q�r! J 4 # WU I" ~ �_Q_Q � SOW ��W. #, N' Uj---------------------- # �W N k Q - c�W �WQv ~I��Q �WQv �V~ j�Q: QkCW WQv � Uj 0+00 /+00 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). Ln co Ln o L-n = CO N cr- 3B-4 TO EX.3B 546.56 3.50 3B-6 TO 38-4 546.56 2.50 �eq'd 2,00 2,28 PROPOSED GRADE EXISTING GROUND �n ti W HORIZ : l" r 25' ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ----------------------------------------------------------- 8/23/20I7 d105806006(4).dgn 5:50:04 PM Plotted By. michael.mltchell 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 STORM 5-/0 TO EX. 4-7 580 575 0 570 565 560 555 550 545 540 535 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 Ln= 0 O �_ � N CID un Ln �n LQ -. 565 QD ----- -o mom : I�N�v �o �roo N rroo� Req'd. HGL 560 0 Lq 530 Ln C13 CO 0+00 /+00 2,00 3100 4,00 5.00 5188 555 -� - - - - - - -L - - - Ld - - - - 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). 0 N N \ CO PROPOSED GRADE EXISTING GROUND Ln I'_ HORIZ : l r 25 041b LF, 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 ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ----------------------------------------------------------- 8/23/20I7 d105806006(5).dgn 5:50:06 PM Plotted By. michael.mltchell 0 N N CO 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 580 575 570 565 m 560 555 550 545 540 535 Wv11®r411=kq_ STORM 3B-6 TO 5B-9 oLn 0 O o CC Ln ----------------------------------------------------------------------------- --------------------------------------------- Ln --- ----- Ln --------------- --------------- ---------------- . � ---_ NNL /�� ��l �V 11 o Ln L I --------------------------------------------- --- _--- W V (Z� N #434 TO 3B-6 — a N cr_ 553.1 3B.-3 TO 3B-4 HGL— CD Ln 2.00 54.6.56 ------ -: --- 3,00 -- n --------------- --- - _ '� —------- _ _ _ _ m -a 8 _ F Jo -Concrete P/oe Re , I � EXIST. 6" SAN. SEWER 4.Sr0 9 o' INV = 247.43' ----------------------------- - CLEARANCE--=-2.40' 530 , 0+00 Notes: /+00 0 Storm sewer pipes shown on the profile are represented by their inner diameter dimension, and do not include wall thicknesses. 2) Only existing Utilities, of 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 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 ore opproximote, and are 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). 2,00 �n Zq W HORIZ : l° i= 25' 3100 PROPOSED GRADE EXISTING GROUND 4,00 M Ln n 5.00 5-/8 3B-9 TO *452 537.45 3.00 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT STORM 5-2 TO 5-5 550 545 540 Ln 535 530 525 520 5/5 0 Cn Q) : r oLn ------------------------- r :L O O r\ O O N r1 Ln� O:----------------- 0 o-------------- o N O N 47.67 L.F. 30 Concrete Pipe Reald 5/0 0+00 0+5/ 5-3 to 5-3 (OUT) 526.00 3.50