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WPO201700070 Plan - VSMP 2020-10-28
V C O 0 a 0 0 T E 0 0 0 r 0 0 N b a 0 Y 0 0 a 0 0 0 0 0 } 0 3 0 O I�� I Lf , I JI Z� Q I C�I yQllj I Oi Q N: �I �I LQ I &� (��II W' m I Yi Z QI LjJ LLJ w Q I J (D ED Zi F__ Q Q M LIJ Q Q F-- LLI m L.L U ) Z 0_ 3 i (7 (n O of N m Q� =) LU =) a- v) o () FOR INDEX OF SHEETS SEE SHEET 1A FHWA 534 DATA 3H028 THIS PROJECT WAS DEVELOPED UTILIZING THE VDOT'S ENGINEERING DESIGN PACKAGE (GEOPAK). GEOPAK Computer Identification No. 105806 Al BEMARLE COUNTY FACILITIE CHESAPEAKE BAY PRESERVATION COMPLIANCE ACHIEVED BY PURCHASING 0.78 LBS. PHOSPHORUS FROM GOLD HILL NUTRIENT CREDIT OFFSET BANK ON 0210512019 ALBEMARLE COUNTY VSMP APPLICATION *: WP0201700070 AND PIROFILE OF PIROPOSE11F STATE HIGHWAY ALBEMARLE COUNTY ROUTE 250 BUSINESS (IVY STATE r tutKAL AIU J I A I t SHEET PROJECT ROUTE PROJECT NO. VA. B50 (NFO) 0250-002-R98 / (SEE TABULATION BELOW FOR SECTION NUMBERS! FUNCTIONAL CLASSIFICATION AND TRAFFIC DATA URBAN OTHER PRINCIPAL ARTERIAL -UNDIVIDED - ROLLING- 35 MPH MIN. DESIGN SPEED Fr: 0.22 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS To: INTER. WITH OLD IVY ROAD (ROUTE 601) ADT (2019) 13,800 VPD ADT (2042) 17,000 VPD DHV (2042) 1,720 VPH D (X) (design hour) 687 T (/.) (design hour) /% V (MPH) 35 MPH MIN. DESIGN CRITERIA STD. GS-5 DESIGN VEHICLE IVY ROAD = WB-67, ENTRANCES = SU-40 SEE PLAN AND PROFILE SHEETS FOR ACTUAL HORIZONTAL AND VERTICAL CURVE DESIGN SPEEDS FROMoo E OF 0,50 INTERCHANGE ROUTE 291ROUTE 250 BYPASS oc.oeEe zc, mzc TOoo 0.66 M/o E. OF INTERCHANGE ROUTE 291ROUTE 250 BYPASS CONVENTIONAL SIGNS STATE LINE ................ COUNTY LINE . CITY,TOWN OR VILLAGE RIGHT OF WAY LINE .. FENCE LINE UNFENCED PROPERTY LINE FENCED PROPERTY LINE„ WATER LINE---6W--- SANITARY SEWER LINE_ -- GAS LINE - ✓G --- ELECTRIC UNDERGROUND CABLE E — TRAVELED WAY - - _ -_ -_ GUARD RAIL RETAINING WALL -.- -.- -.- -. RAILROADS - -- -- -- -- K BASE OR SURVEY LINE -.-- .............. o N 0 0 M LEVEE OR EMBANKMENT BRIDGES CULVERTS -- -------- DROP INLET - EL -------- I POWER POLES TELEPHONE OR TELEGRAPH POLES -- TELEPHONE OR TELEGRAPH LINES HEDGE ---- --- -- -- --- TREES 0 0 0 0 0 HEAVY WOODS GROUND ELEVATION DATV „„E tl GRADE ELEVATION ....................................... We LINE d 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 2020 ROAD AND BRIDGE SPECIFICATIONS, 2016 ROAD AND BRIDGE STANDARDS, 2009 MUTCD, 2011 VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 VIRGINIA WORK AREA PROTECTION MANUAL REVISION 2 AND AS AMENDED BY CONTRACT PROVISIONS AND THE COMPLETE ELECTRONIC PDF VERSION OF THE PLAN ASSEMBLY. ALL CURVES ARE TO BE SUPERELEVATED, TRANSITION ED AND WIDENED IN ACCORDANCE WITH STANDARD TC-5.11U , EXCEPT WHERE OTHERWISE NOTED. THE ORIGINAL 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. P O r Q Ro✓ I I > � CT / ' \ J 'RAMP e / i pq�9�LGy \ 70 O�2 �✓ R9 A 250.RAMP C If III �ysO 6 If�\!Q f38) If '1 SCALE STA./0/,00 RTE.250 BUS. INTERSECTION ROUTE 29 Population Albemarle County 99,014 (2010 Census) Survey Date and Information Horizontal Datum Based On NAD 83 (2011) Vertical Datum Based On NAVD 88 Survey By H&B Surveying and Mapping, LLC Operator RMB Date 06 — 03 — 15 Scale 1' = 25' Lost Field Verification : April 30, 2017 LTH OF O BRIAN A. McPETERS y d Lie. No. 041405 m ti ��410NAL EEO Kimley-Horn & Associates, Inc. Richmond, Virginia ROADWAY ENGINEER CBS STATE FEDERAL AID TYPE UPC EQUALITIES LENGTH INCLUDING LENGTH EXCLUDING BRIDGE TYPE PROJECT SECTION BRIDGES) BRIDGE(S) PROJECT DESCRIPTION N0. PROJECT NO. CODE NO. NO. PROJECT FEET FEET MILES FEET MILES 00 PE-101 PENG 105806 1878.73 0.356 1878.73 0.356 NONE PRELIM. ENG Fr:0.30 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS To: 0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS (v RW-201 ROWA 105806 1784.59 0.338 1784.59 0.338 NONE R.O.W. Fr:0.32 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS o To: 0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS o C-501 1000 105806 1878.73 0.356 1878.73 0.356 NONE CONSTRUCTION Fr:0.30 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS o To: 0.66 MI. E. OF INTERCHANGE ROUTE 29/ROUTE 250 BYPASS Project Lengths are based on ____ IVY ROAD (ROUTE 250) CONSTR. @ APPROVED by the Albemarle County Community Development Department Date 11/03/2020 File WP0201700070 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 WAY ACQUISITION 6/8/2018 JACK M.KELSEY ------------------------------------ DATE J TRANSPORTATION ENGINEER (SIGNATURE) ---------------------------------------- NAME OF RESPONSIBLE LOCAL GOVERNMENT OFFICIAL (TYPED) --------------------------------------- RECOMMENDED FOR APPROVAL FOR CONSTRUCTION 10/28/2020 JACK M.KELSEY DATE TRANSPORTATION ENGINEER Copyright 2016, Albemarle County 0250-002-R98 I If a 1012812020 cAdocuments\pw-work\pw\cov-jonalhanoliver\dmsO2084\dIO580600/.dgn PROJECT MANAGER J. KELSEY (434) 872-450I SURVEYED BY _N_&B_SURVEYING AND MAPPING, LLC DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KIMLEY-HORN) DESIGNED BY KIMLEY-HORN &_ASSOCIATES.INC,___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION_______ LOCATION MAP COUNTY OF 14LBCB14NLE o °o �Ec rr 9Ess P Jack Jo n LE Rd t e" i BOl _ ... -- 9O f► ACHEM tEGLlO �� ILDLAK W:MMOp _ _:'•_" Nc ,0`] SEE GRID G3, GO A@ana u RT R�oG t E°P 9 i NS IVY - Sp SSA f �rQR g 1 HESSIANHILLSWAY 1 HESSIAN HILLS MR 3 HESSIAN HILLS RIDGE Creek Koc a p0 N - _ R Sr ,yo OMMGNW tQ'Q' 6 9C C P pP bE 5 BARRACKS CT e°EjO RO ^}oz a` L ESi < °ry G° OFF '�Rb- KEP s P 0 e h °e ,0 °r sNTVUEaooyr°F 4 F °.. ?65 LFIELO x ♦W� Ro TER HELL + p r o,� '( pr~ p i 8 00 °i`� �2 s FENMARO DA 41 W Oy " e > r4Er FARM Or m T 2 KrK ° Enrvnc�t sDLOM a 43 FF., LD AS a°°2 ,PFEN�ONEC ehC hi FaraLi j g SyM oFPgoq. s 29 re 4 CC i $ CrYquER °R Fq' s g2m ° ° l P"GxrV O p yE Cr P � COLONNADES � a° - Ru Kl.: _ _ F3 `o Frr R� _ �F. Plaza„ 4 ° 1er CANTER'.: _.. � o0 5 s i A _. � v� P°� v s' ''w F.p "y1)22 i u MOO LANE fl° - PEA pt+yH °4p'RYF 09 OYW - \A Not/(�F Seld ' e4o"' O Oph.° c FRANNII ct Oy e' 8°'PF 9s"\ �C y FARMINGTON ON "F+c Yewer y ° Me a /A MAP _8 A+ ` o Sff NlV Y 0 aea °� nh 5°x fOR ENL_ARii i FCW 5 11 U �s �� lb U`N°k� 09 GTR/Vy r'9y a rS 5 A ON M^' o ,GIpWEgF ° ` GBa' OP �q0 PARK OF Si ap S BO q• GENTRY +� ORUCE �Rniv CONDOS - $9 0+ A � E ' US _ 65 °x ,e� G�3We FpEpsx ti _. x �p sax u RD 'Mr Bbdwmd OCa4 8 t A P"rFOCF E oh, Oy g Bw O C h xy� cS S' gSo' pp\ IkA qy p tP _Y VA t Mai yP pB„� rR P° HEM` w z £ s° WF eifi12 ARB w6aB °F & EOxAM $ 4 .G BNI F MI 1 + < '" ,NVE �s 4MNERST � sT 6iE m6u fBGEMp,��al u9 OEEOR ((°EO hfSF "0 M[ CO�MICKIL2t F� e° ROT... 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L °° \�\_--z pEE 'JIL vE VIEW Par yE q° GP ° Zr gll yy 't� F' oe ri R" '�o,ef ~ IANDIN 29 .� S c r 4& JEFFE N f Sri ESY _8 °M°s\�r`w,tV q�q a.P SA riµl 6,9N ix ES S pAn ciR 0<� FAR S e Ri°fiE Ro RIDGE O N 4 +�u20x pr aEo g�.' 5 ? � Pp p4 Ro QS W g° rk ° °P4 - " A �° e ' 4 r Copyright KAPPA Map Group Permitted Use Number BJE0713 SCALE 0 2600' 4600' INDEX OF SHEETS SHEET NO. DESCRIPTION STATIONS I TITLE SHEET 1A LOCATION MAP / INDEX OF SHEETS IEU) EXISTING STORM SEWER DATA lH(lJ THRU lH(2) WATER QUALITY AND QUANTITY DATA SHEET 11 WWI 2C E&S CONTROL AND ROADWAY DETAIL SHEET DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 3 ROADWAY PLAN - IVY ROAD - STA 118.00.00 TO STA 124.50.00 IVY ROAD - STA 118.00.00 TO STA 124.50.00 3B ROADWAY PLAN - IVY ROAD - STA ///•50.00 TO STA 118.00.00 IVY ROAD - STA ///-50.00 TO STA //8.00.00 3D EROSION AND SEDIMENT CONTROL PLAN - IVY ROAD - STA 118.00.00 TO STA 124.50.00 3E EROSION AND SEDIMENT CONTROL PLAN - IVY ROAD - STA ///-50.00 TO STA //8.00.00 ROAD - STA //8.00.00 TO STA 124.50.00 IVY IVY ROAD - STA ///-50.00 TO STA //8.00.00 4 ROADWAY PLAN IVY ROAD - STA 124.50.00 TO STA /3/•00.00 ROAD STA 124 50.00 TO STA l3/ 00.00 IVY STILLFRIED LANE, COLONNADE DRIVE 4C EROSION AND SEDIMENT CONTROL PLAN - IVY ROAD - STA 124.50.00 TO STA 131.00.00 - IVY ROAD - STA 124.50.00 TO STA 131.00.00 ROAD STA 124 50.00 TO STA l3/ 00.00 NY 5 ROADWAY PLAN IVY ROAD - STA l3/•OOJOO TO STA 137.70.16 5A ROADWAY PROFILE NY ROAD - STA l3/•OOJOO TO STA 136.51.65 5B EROSION AND SEDIMENT CONTROL PLAN NY ROAD - STA /5/•OOJOO TO STA 137.70.16 ROAD STA l3/ 00.00 TO STA 137 70.16 NY NY ROAD STA l3/ 00.00 TO STA 137 70.16 60) DRAINAGE DESCRIPTIONS STORM'I 00 I012612020 c:\documents\pv_work\pw\cov_jonothanoliver\dmsO2084\dIO580600/a.dgn PROJECT MANAGER J. KELSEY (434) 872-45OI ---------------------------- SURVEYED BY H&B_SURVEYING AND MAPPING, LLC DESIGN SUPERVISED BY BRIAN MCPETERS, PE (KMLEY-HORN) DESIGNED BY KIMLEY-HORN &_ASSOCIATES.INC.___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION_______ * 443 In Pl. DI Grate Top = 550.25' Inv. Out = 546. 84' (15" CPP to " 442) * 442 In Pl. DI Grate Top = 551.56' Inv. /n = 546.38' (15" CPP from " 443) Inv. /n (A) = 539.4/' (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 Endwall) * 444-A In Pl. 100 LF of l5" RCP Inv. In = 549.39' Inv. Out = 538.70' Top Endwall = 540.94' * 445 In Pl. DI Rim = 551.83' Inv. In/Out = Inaccessible Top of Sediment = 549.75' * 433 In Pl. DI Grate Top = 563.29' Inv. In = 562.71' (3" lron Approx. Direction) Inv. In = 559.54' (6" Iron Approx. Direction) Inv. Out = 559.42' (IO" 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 = 553.32' (l8" RCP Approx. Direction) Inv. In = 553.29 (6" lron Approx. Direction) Inv. In = 553. l4' (24" RCP from * 434) Inv. Out = 553. ll' (24" RCP to * 436) * 450 In Pl. DI Grate 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. /n = 545.47' (24" RCP from * 435) Inv. /n = 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 Endwoll = 554.77' * 437 In Pl. DI Grate Top = 55/.55' Inv. In = 548.47' (l5" RCP from " 438) Inv. In = 545.57' (24" RCP from * 436) Inv. /n = 543.45' (18" Iron Approx. Direction) Inv. Out = 543. 30' (24" RCP to * 451) g� V D Ln e6 * 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' (/5" RCP to * 437) * 451 In Pl. DI Grate Top = 546.25' Inv. In = 540.17' (l5" Iron from * 441) Inv. In = 538.22' (24" RCP from * 437) Inv. Out = 537.45' (36" RCP to * 452) * 441 In Pl. DI Grate Top = 548.35' Inv. Out = 542.72' (/5" Iron to " 451) * 452 In Pl. Storm Monhole Rim = 542.68' Inv. In = 537.26' (18" RCP from FES) Inv. In = 536.83' (36" RCP from * 451) Inv. Out = 536.62' (36" RCP to FES) * 452-A In Pl. 166 LF of 18" RCP & CMP w/ FES Inv. In = 542.61' Inv. Out = 537.26' * 429 In Pl. DI Rim = 575.41' Inv. Out = 57I.26' (I5" RCP to * 430) * 430 In Pl. DI Rim = 566.95' Inv. In = 563.43' (l5" RCP from * 429) Inv. Out = 563.05' (l5" RCP to Ditch) * 430-A In Pl. 4 LF of l5" 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' * 431 In Pl. DI Rim = 561.67' Inv. /n = 556.94' 05" RCP from FES) Inv. Out = 556.78' (l5" RCP to * 432) * 43I-A In Pl. 62 LF of l5" RCP Inv. /n = 562.92' Inv. Out = 559.77' * 432 In Pl. DI Rim = 557.35' Inv. In/Out = Inaccessible l5" 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. 67' 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 = 545.61' * 422 In Pl. Storm Manhole 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) * 419 In Pl. DI Rim = 550.14' Inv. Out = 546.25' (15" RCP to " 418-A) *417 In Pl. DI Rim = 552.99' Inv. Out = 548.8/' (l5" RCP to * 416) * 416 In Pl. DI Rim = 548.82' Inv. In = 544.95' (l5" RCP from * 417) Inv. Out = 544.80' (l5" RCP to * 418) " 418-A Rim = 549.94' Reference from Site Plans Manhole Buried * 418 Rim = 548.56' In Pl. Storm Manhole Inv. In = 544.43' (24" RCP Approx. Direction) Inv. In = 544.02' (15" RCP from * 416) Inv. Out = 542.03' (24" RCP to * 415) * 415 In Pl. DI Rim = 547.88' Inv. In = 54/.34' (24" RCP from * 418) Inv. Out = 54/.32' (24" RCP to * 400) * 400 In Pt. DI Grate Top = 543.33' Inv. /n = 538.37' (24" RCP from * 415) Inv. Out = 538.30' (24" RCP to * 401) * 401 In Pt. DI Grote Top = 541.39' Inv. /n = 537.9/' (l2" RCP from * 402) Inv. In = 536.77' (24" RCP from * 400) Inv. Out = 536.70' (24" RCP to * 42/-A) " 402 In Pl. DI Rim = 54/.49' Inv. Out = Inaccessible (Full of Debris) * 42I-A Approximate Location (under thick bushes) Reference from Site Plans Inv. In = Inaccessible (from * 401) Inv. Out = Inaccessible (to * 405) * 405 In Pl. DI Grote Top = 538.36' Inv. In = 535.56' (24" RCP from " 40I) Inv. Out = 535.52' (24" RCP to " 406) * 406 In Pl. DI Grate Top = 538.07' Inv. In = 535.33' (24" RCP from * 405) Inv. Out = 535.05' (24" RCP to * 406) * 409 In Pl. DI Grote Top = 534.80' Inv. In = 530.22' (l2" RCP from * 410) Inv. In = 529.42' (l2" RCP from FES) Inv. In = 529.23' (24" RCP from * 406) Inv. Out = 528. /9' (30" RCP Approx. Direction) " 408 In Pl. DI 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 99 / Bend Approx. 15' into Pipe) * 407 In Pl. DI Rim = 536.48' Inv. In/Out = Inaccessible (Recessed) CL of Chamber = 552.67' * 410 In Pl. DI Rim = 534.96' Inv. Out = 53/.08' (12" RCP to * 409) * 412 In Pl. Storm Manhole Rim = 535.82' Inv. In = 533.09' (l5" RCP from * 415) Inv. Out = 532.8I' (l8" RCP to Approx. Direction) " 4/3 In Pl. DI Rim = 536.97' Inv. In = 533.51' 05" RCP from " 414) Inv. Out = 533.45' (l5" Approx. Direction) " 414 In Pl. DI Rim = 536.41' Inv. Out = 533.86' (l5" RCP to * 413) * 439 In Pl. DI Grote Top = 531.28' Inv. Out = 527.60' (27" RCP to * 440) * 440 In Pl. DI Grate Top = 531.15' Inv. In = 527.30' (27" RCP from * 439) Inv. In = 526.50' (36" RCP from Approx. Direction) Inv. Out = 526.17' (42" RCP to Approx. Direction) * 411 In Pl. Storm Manhole (Rectangular) Top = 536.07' Inv. In = 534.18' (0 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 Clamber = 537.19' * 426 In Pt. Storm Monhole Top = 542. 38' Inv. /n = 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 = 537.13' " 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' (I5" RCP to * 424) * 425 In Pl. Storm Monhole Rim = 542. 28' Inv. In = Inaccessible (36" RCP from * 424 per Site Plans) Inv. Out = 537.0/' 03" RCP to " 421) * 421 In Pl. DI Rim = 542.05' Inv. In = Inaccessible (Recessed) Inv. Out = 536.77' (l8" RCP to * 421-A per Site Plans) Top Spillover Conc.Woll = 539.41' * 421-A Reference from Site Plans Manhole Buried Under Landscape Shrub 1O12612O2O c:\documents\pw_work\pw\cov_jonothanoliver\dmsO2O84\dIO58O6OOleldgn PROJECT MANAGER 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 -CQRPORATIQN_______ L 3 U O L N Q L 011 Irl IR 00501vI'I:II (�>t�.WI.I"IW)" [h.wj"1'.�� 01111011 " I WATER QUALITY SUMMARY RPM =01W)d REMOVAL A-SRE [AREA] IMPERVIOUS PERVIOUS IMPERVIOUS P LOAD SCENARIO REQUIRED (AC.) AREA (AC.) AREA (AC.) COVER (LB/YR) (LB/YR) PRE -DEVELOPMENT 1.47 0.67 0.80 45.3% 1.72 0.73 POST -DEVELOPMENT 1.47 0.85 0.62 58.1% 2.13 THIS PROJECT IS REQUIRED TO REDUCE THE TOTAL PHOSPHOROUS LOAD BY 0.73 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) 1.47 q11jjE_ Er- Outfall A Outfall B Drainage Area From Site (Acres) 0.22 1.25 Overall Drainage Area (Acres) 1.85 70.81 Drainage Area to Existing Detention Systems Acres N/A 3.02 Runoff Reduction cf 0 0 Receiving Channel Type (Natural, Restored, or Manmade Manmade Manmade Channel Protection Compliance Method Energy Balance Non -Erosive Flood Protection Compliance Method 10-yr QDevebped < 10-yr QExisdng 10-yr QDevebped < 10-yr QExisnng 1-year OEM- 30-year 2-year 10 ear VEpsh g (ft/s) N/A N/A 14.49 N/A VDeveloped (ft/S) N/A N/A 14.49 N/A ✓Allowed (ft/S) N/A N/A N/A N/A QE.mng (CFS) 5.16 11.84 N/A 81.55 QDe doped (CFS) 4.96 11.73 N/A 79.90 QAIIowed (CFS) 5.00 11.84 N/A 81.55 NOTE: Outfall A calculations are computed using the SCS Method. Outfall B calculations are computed using the Rational Method, since the proposed detention system forthis outfall discharges into an existing manmade stormsewer system that requires additional calculations downstream of the detention point. Both outfall calculations accountforthe overall drainage area reaching each outfall. Drainage areasthat 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-yr Q (cfs) in the pipes downstream of the proposed storm sewer improvements. 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 1012612020 c:Wocuments\pw_work\pw\cov_ jonothan.oliver\dms02084\dIO5806001hl dgn O L 3 PROJECT MANAGER J.KELSEY (434)872-450/____________ 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 tNERAMAP -CQRPORATIQN_______ / FP7FNI) PROJECT AREA ("A -SITE") POST -DEVELOPMENT "A -SITE" IMPERVIOUS LAND COVER Nis wer"Ir, 110 ..0 " 1 ..0 W� .:01 10301mIwIW)d OUTFALL A OUTFALL B AREA (ACRES) 0.22 1.25 PRE-DEV. IMP. COVER (ACRES) 0.12 0.54 POST-DEV. IMP. COVER (ACRES) 0.14 0.71 PRE-DEV. CN 82 76 POST-DEV. CN 85 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 OUTFALL B 1012612020 c.\documents\pv_work\pw\cov_jonothanoliver\dmsO2084\dIO580600Ih2.dgn C D So w It TO C O C L O E O 0 O 3 N fl 0 C O O O w a O O SC N ED ED 0 w L 0 N 0 L U 0 C 0 0 Ta U US L 0 SO w w US 0 PROJECT MANAGER J.KELSEY (434)872-450I____________ SURVEYED BY H&B-SURVEYING AN AND MAPPING, LLC________ DESIGN SUPERVISED BY BRIANMCPETERS, PE_(KIMLEY-HORN)_ E&S CONTROL AND ROADWAY DESIGNED BY KIMLEY-HORN &_ASSOCIATES.INC.___________ SUBSURFACE UTILITIES BY INFRAMAP _CQRPQRATlQN_______ GENERAI enN.STRUCTION NOTES FOR FRS PI ANTS I.) THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE,ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY,AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2.) ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3.) ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4.) A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5.) PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO,OFF-SITE BORROW OR WASTE AREAS),THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6.) THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7.) ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8.) DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9.) THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. /0.) ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. Had ALL EARTH MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD,RUBBISH.AND OTHER DEBRIS. 12.) BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 0.) ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION I330/OF THE CODE OF ALBEMARLE. -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:00 A.M. TO 14.) BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL 9.00 P.M. 15.) 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 REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF PROPERTY. 17.) TEMPORARY STABILIZATION SHALL BE AS ON SHEET 2D, ROADSIDE DEVELOPMENT SUMMARY. 18J PERMANENT STABILIZATION SHALL BE AS ON SHEET 2D, ROADSIDE DEVELOPMENT SUMMARY. 19.) MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIRED IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 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. 2/.) CONTRACTOR WILL BE REQUIRED Tl0 KEEP THE PROJECT'S STORM WATER POLLUTION PREVENTION PLAN (SWPPP) AND POLLUTION PREVENTION PLAN (PPP) UP TO DATE AT ALL TIMES. 22.) CONTRACTOR WILL BE REQUIRED TO COMPLETE ALL REQUIRED EROSION AND SEDIMENT CONTROL INSPECTIONS AS REQUIRED IN THE SWPPP AND DOCUMENT THE INSPECTION ON VDOT FORM C-I07. 23.) CONTRACTOR SHALL HAVE AN ESCC CERTIFIED PERSON ON -SITE WHEN LAND DISTURBING ACTIVITIES ARE TAKING PLACE. SEQUENCE/MAINTENANCE: a.) Contractor shall provide 48 hours notice to the project manager prior to the start of construction. b.) The CRLD must be at the pre -construction meeting. c.) Community Development Inspector must be notified of the offsite borrow or spoil location at the on -site pre -construction meeting. d.) All erosion control measures will be installed as the first step in the clearing process. e.> No erosion control measure will be removed without approval of the Community Development inspector. f.) All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities until stabilization is achieved. g.) Access to properties shall be maintained at all times. h.) Driveway material shall be replaced with some or better material. i.) The contractor shall inspect all erosion control meosures periodically and after each runoff producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of the erosion control device shall be made immediately. j.) The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the Community Development Department. 199E Source: Rare. USWC IR-38 Source: Va. DSWC 3.01 Plme 3.07.3 320 Plat 320-1 FIT 3.07 BLOCK & GRAVEL CURB INLET SEDIMENT FILTER Sale PARLE, .a mR �J no, � f� EN m k smwoD - , I �� Stag r .. READ znD rom ARM, APPLICATION THIS YETRnn OF IN. PRDTELTION IS APPLICABI£ AT CURB INLETS aMEE AN OVERFLOW CAPABILITY IS NECESSARY To PREVENT CORROSIVE FONBING IN FRONT OF THE STRUCTURE GRAVEL SHALL BE Vntlf /$ /SST OR 05 COARSE AGGREGATE SBEDce: VS. DSWC Elam 3d078 199E C CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1, SE! THE MI 2. EXCAVATE A CX I THE IISPPT1YP ALONG THE LINE OF UISS ^i 'e ��' if SONS.' S. SLAPLE FILTER NATm11AL 4. TMRFIX AND..ED. 10 SUMS AND REFUND V LID SOIL. IT cot. IN. rRCNCX. IIII � IIII r D =III SHEET FLOW INSTALLATION (PERSPECTIVE VIEN I I I FSEgi URN t ° FCUO \\ �4a II ,tI Pa1NTs a SxoDLD HE xlcxICl IxAn PDIxT H. Scarce: AdgRW ham hmellan n of caeca and E ntic Fl to Bart� Sherwood ad Wysvt haw 3.OS2 TABLE 61 GENERAL EROSION AND SEDIMENT CONTROL NOTES ESI: UYnles nthervisa, i�imdall rW taoVe aad arm�orul emunn and Nment covtrnI P IN be a mV .a a°d Ined accomin, w mwmrm amnmraa and apufiearom a the Vu;.Ra. Xme.aa .a Sed meld a., XnnAlmIE and Vvgaaa RegWanons aVAC56J01 Erosion and $edimcnt OwRal Relation. PS2 The plan appromllg aumonry mrat be nonfied om weetpnorwNepre- CoDswetirn Conferenu BEEN wuk prior to the wmmeseemem of land d'umrMng activity• alld one week Prior w the firm ho ection. ES-3- Alleromnand"'i'Do-a"] measures ARE to he placed prior An or as the fist Step is dea nog. ESC: A mq of the appmzxd erosion and]aeNmear Control plan shall be mmnwiam Be the a. a, ar timm. ESI Prior to eommend, laud diamrbing acduides I. areas other they indicated on these pleas RE Jading• but mt limited to, oR-site borrow or waste Preash the Coatmcwr OR] submit a suPPle RUES., erosion control planes the auner(m review and appmval by the Plao appranin, authority. E": The Con.. is m"FESShle for wsuBadoa of an, etldilbom erodoa Control measure .ecopery to prevent a ANNN, aad udireenution as determined by the plan appron, euthoriry. EST: AB diamrheE arcs are to drainm approved sedimem mmml m uTc at alltimes darn., land Nsmrbin, AdRiLKr and during site developmemuntll fiw UI1RUA ionfi emia.ed. ES8: Tarring de arnoin, o,aredom, water will be pumped into an approved Filtering III ES9: The ComraCmr shall imped all erosion control measures periodically and after each rmmR-prodid, .Intel] event My neannery repairs of clunrp to mainuin the eHerRUCLUES of the erasion Control devices shell be made immediately. Albe®rle CuwIY Deign gmvdads Mmual-8vgiolzring ASURCULT Top - PROFILEINE So Y �t cn.EO RS � i2KSE 1S LIN.- NT ,rrmtwx ° L U "' I m INS SERVE PUN Ir�x. I. tram cmm SECTION A -A A mi SIDES, tap of I n t o �FnRM Ln ' t a u a1M R]I n mtl IL 1 1 t ticl P 1 1 -no,, 1 III " M MW - 'RAJ 1 iB ML L R I P Ban aaor, xNmt dpNlt'B wAam nrEL PAVED WASH RACK IN FELT MS-1 Any area that has reached final grade must receive temporary or permanent soil stabilization within seven days. Areas not at final grade that will remain dormant longer than 30 days must have temporary soil stabilization within seven days. Areas that will be dormant longer than one year must have permanent soil stabilization. MS-2 All soil stockpiles and borrow areas must be stabilized or protected with sediment trapping measures. Temporary protection and permanent stabilization shall be applied to all on -site soil stockpiles and borrow areas and soil intentionally transported from the project site. MS-3 Permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive, and will inhibit erosion. MS-4 Sediment basins and traps, and perimeter ESC measures intended to trap sediment must be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. MS-5 Stabilization measures shall be applied to earthen structures such as dams, dikes, and diversions immediately upon installation. MS-6 Sediment basin and trap design information. ** MS-7 Cut and fill slopes must be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. MS-8 Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume, or slope drain structure. MS-9 Whenever water seeps from a slope face, adequate drainage or other protection must be provided. MS-10 Inlet protection is required for all storm inlets that will be made operable during construction MS-11 Before newly constructed storm water conveyance systems are made operational, adequate outlet protection and any required channel lining must be installed in both the conveyance channel and receiving channel. MS-12 When work in a live watercourse is performed, precautions must be taken to minimize encroachment, control sediment transport, and stabilize the work area to the greatest extent during construction. Non -erodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used if armored by non -erodible cover materials. MS-13 When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of non -erodible material must be provided. MS-14 All applicable federal, state, and local regulations related to working in or crossing live watercourses must be met. MS-15 The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. MS-16Underground utility lines shall be installed in accordance with the following standards in additions to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. C. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged so that it does not adversely affect flowing streams or off -site property. J. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Re -stabilization shall be accomplished in accordance with these regulations. f. Comply with all applicable safety regulations. MS-1 7 Construction entrances are required at all access points to the construction site. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This applies to individual development lots as well as to larger land -disturbing activities. MS-18AII temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures must be permanently stabilized to prevent further erosion and sedimentation. MS-19Adequate outfall information ** MS-6 and MS-19 deal with the design aspects of the plan. For further information, please consult the latest edition of the Virginia Erosion and Sediment Control Handbook. Also, refer to the sediment basin/trap design tables and the adequate outfall table located on the "Erosion and Sediment Control Standard Details/Calcs.11sheet. Any variance to the above listed minimum standards must be requested and approved in writing. 1992 CC 2 1 1 JV sinki N°A, SISHE oa IraT n t"U_- rxw., ARE EA FL I.L. REENCI ANCHOR SLOT amaueEu xw.,. Sao _ n_ x a IQ'a z.wzssnurw STIT al m L iERNNk FOLD ISSUE L� �,.. r op r tit -i 1p x CHECK SLOT NOTES JUNCTIONSLOT TO ro nwcs am�sE a RRs JUNCANAFE TION SLOTIT rI IINo to s �ewiio° tTU o NFU. IL ""Coco' coIS ca♦ roa FFRELI IQ 5 Son. CUT OR FILL SLOPE INSTALLATION PLAN VIEW STMLING DUCRNA I. DITCH INSTALLATION ran °I I ST. GENERAL NOTESI r \VOor.A a.. ENDe.KFARREACE ROLLED EROSION CONTROL PRODUCT PROTECTIVE COVERING INSTALLATION CRITERIA PORARY USE) ITEMS Rao(OFFEENT. PER .IF em MI6 SAD 8 BRIDGE STANDPRDS 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 CC I FIII Or nPF CFCTION SLOPE LINING - WET CUT SLOPE ��T SLOPE WATER SEEPAGESUL DROP STD EC 3 NATERIAL VERTICALLY' OOWNSLOPE 5 i uaRmRE uemm INS AIIS IS ° G� RISC 'per n v I: mar m..cr OF EITAPPRED..Rm -_ rcrrcONSEARD At Tr 9<rrRA. i� r n ®rx TOP U, AS SAL _EA PREEP TO RE TOP LUREonR SLOPE LNNC - MT CUT YOPE uwnrx srrrtFnwa[ APPRECON mwn@ f I IF. PER Rm N iFc, IRS PROSE. I R T BRAD. SE CLECES 'LIT On SUFFISE 2. STERE SNA1 SE III UP NIETUL AS m By na CAPPLEACTIARER DROP E IT' TIE "RESED R m x mcDRgwE� RRo,UPPEDsmrrvart° Cowers LIST .°n Scone rc BET SAFE PAPPLATELY TALLATEN °r al. UR, An "°x '"ROLLED EROSION CONTROL rc PRODUCT SOIL STABILIZATION MAT cos (PERMANENT PEDUE Rµ�oALRT LRACoiION) EROSION AND SEDIMENT CONTROL NARRATIVE SITF I OC'ATION: This project is located along Ivy Road (Route 250) in Albemarle County, Virginia, between the interchange with Route 29/250 and Old Ivy Road. PRO.IFCT r)F1;CRIPTI0N: Project construction will consist of the addition of sidewalk and minor roadway improvements. Area of the Site is 1.47 acres with 1.47 acres disturbed. FXISTINC SITF CC)NnITIONS: The site contains an asphalt -paved Urban Principal Arterial with shoulders and roadside ditches, as well as curb and storm sewer. Site topography ranges from flat to moderate slopes. ADJACENT AREAS: This site is adjacent to commercial properties, with access from Route 29/250 and from connecting streets. No wetlands or streams are located within the project limits. QFF-SITF AREAS: There will be no off -site grading on this project. Excess soil, existing pavement and existing concrete items will be disposed of at a landfill. SD1L` The project corridor consists of udorthents, loomy soil and Urban Land (assumed Hydrologic Soil Group B) CRITICAL AREAS: Critical areas for this project include the existing drop inlets located along the corridor and the ditch on the north side of Ivy Road near the intersection with Old Ivy Road, that ore to be protected as shown on the E&S plans. FROSION AND SEDIMENT CONTROI MEASURES: Erosion and Sediment Control plans hove been included and depict erosion control construction sequencing, temporary silt fence, temporary seeding, inlet protection, erosion control mulching and permanent seeding. PFRMANFNT STARII 17ATION: All disturbed areas will be stabilized with permanent seeding immediately following finished grading. Seeding will be done per the included table 3.32D from the VAE&S handbook. STQRMWATFR RIINOFF C0NSInFRATI0N1;: This project complies with port 1113 of the VSMP regulations. It meets Channel Protection and Flood Protection criteria at both outfalls through the use of underground detention pipes. CAI CI11 ATIONS: Pipe Capacity and Channel Adequacy calculations are included in corresponding Drainage Narrative Report. 1012812020 c.\documents\pw-work\pw\cov-megon compbell\dmsO2084\dIO5806002c dgn 3 0 a 0 0 PROJECT MANAGER .(.10ELSE}' L434J�Z2-4�0[____________ /1/ REVISED STATE STATE 08-08-18 12-21-18 ROUTE PROJE SURVEYED BY 9&8-SURVEYING ANQ MAPPINE LC-------_ DESIGN SUPERVISED BY BRIANM�PFTERS,PE-(KIMLEY HORN-)_ L)CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER 3JCONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING CURB RAMPS ALTH�op ��p DESIGNED BY PO VDOT STANDARDS. AND ENTRANCE BETWEEN STATIONS 120-75 AND 121-50.CONTRACTOR � 10-18-19 250 0250-00� UTILITIES B LNfBAM P--Ca -RAT--------- SUBSURFACE UTILITIES BY LNfRAM9P BQI3P9RALlQ4L_______ a MPETERS > 07-17-20 VA. BUS. RW- 2J CONTRACTOR SHALL COORDINATE WITH DOMINION ENERQK3TO SHALL TEST PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS ST ABILIZE POLE NEAR STRUCTURE 3-3 DURING CONST RU�ION OF LINE IN ORDER TO AVOID IMPACTS. b Lie. No. 041405 �o ww DESIGN FEATURES RELATING TO CONSTRUCTION Cc DRAINAGE STRUCTURE. CONTRACTOR SHAL GIVE DOMINION' �Ar LEAST TWO c z `{cis �Gti� o IONAL OR TO REGULATION AND CONTROL OF TRAFFIC WEEKS - om °' aj MAY BE SUBJECT TO CHANGE AS DEEMED -,NOTICE. i � � Q m o ao J o j NECESSARY BY THE VA DEPT.OF TRANSPORTATION E# a� o o � �UQO� j E���Y WQ� ms o �� o � rn0 a# E �n OINrZ o U z v j# ## 44 E a) d o o O ° z oo c L QL N N O Klmley-Horn & Associates, Inc. o � ti> a o O o 0 o Q to a v U N E� J ti Richmond, Virginia Q � O v ) a, ~O Uz -C)C631�OU Uwg# O C>j# # # Z ROADWAY ENGINEER oO�GO z oo��gz BUCKINGHAM BRANCH RAILROAD # # t t Ra'lroad t Roilroa Old RG11road Ties Old Rallroad Ties Old Rallroad Ties High Brush Old Rallroad Ties oI f fir Low Brush & High Grass n rr Existing Right of Way EXIST.R/W 3 Low Brush & High Gross z ,4° VDOT Project 722A-2 3�50 65 + _ e6s� + * Existing Right of Way r� 13� High Brush Eol 56 Z3 VDOT Project 722A 2 Rte. 2j 0 (Century Link) T5�5 o B T /FO '^^ t l QGU — — — — LLJ " C atd Steels _ ----_----------------_---- _ Coated S ee 6 "G TH*35 6 "C �1 _� --i/7rq�-(��¢J-r-r r �- .- -�-�-7 /°��----r-,r .r-T T---- -- -- :11R - --------- -- ---- - j-r--_-___�-'- — {rr�-�-- -r-r r—r r . i . �-7 -7-7-j �2-"hF ^- / / r / / / r r / / / r / / /' r r / , / / r ' , • C,dstrl rBn f' A7 /' /' /' r / r / / /' /' r /' / r / r /' /' / /' /' r /' r' /' / / / r /' /' , j r 1'/ / / /' / 'age' oaf .F r /, r /' / / /' / / / / / / r ,/ /, / / ,r ./ /" "- .4r�eni . �, �. . �. /. �. / �j �, /, , / ,/r•�/,/. r. /. r• /. /. r. /. /. r. /" r" /" r r• /" /. r. /. r• /. r• r" /" r" r' / / / / / / ./ •Saj / / l�l / /' /' / /' I /" I I / r / Y /' / r / /, ,: / ,r /' / r' / r r / r• IE, C2 Tf?"4' . /, r. /, /`c /, rr/ / / / LU W '�1 �,• /• /' ,' /' ,' /' /' �./' r• / / / e ,, r ,/ / / /' r• /T.?5(}I /, ,/ ,' r / // % j % / j % j % / r / j % j j % j % / j / j % j j j / / j % j % / % / / i ,' , /' r• /" /' /" /' '!�!' / / eV rr/�In16" . /" /' , ry r r /' ,r / / r/" r /' y P6�0�.. r / r" /, /, / / , crl U-) �• �' /' /' �' /' ,' / / , / ,' / /' /' cs( / / /' / / �' �, r �. /, /, r /, /, /, /, r /, ITH#/ /, . /, /, /, . /, 5 L ,•/, , /, �. , /, /, , r /, . /, /, /, /, r /, �. /, /, �, /, /, ./ / r /" / / /' /' / , /, , �.� , / r /" / W /' //' / /�. /, /, r •r / RG / / / / r / / / i /" /" % " / 67// r /" r" /" " /SAWCUT/' /, �. /mpg*/ f LLJ O- O— p /. / / / / r / / THE$ j / a I l! o _ - I� 8 -L -- -� - - - - ° - °° °- (/ r hr Q� _SAWCUT O de ne Wol --- - o /, r• / / 0 ° d T / — XI — —Ln M nr ° T. �- - o� ° ��,� r ° / 9 100.00 I ./ _ _._ r• _._ _ _ '�. 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U MITCHELL d Lie. No. 058634 Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER DOMINION VIRGINIA POWER UTILITY OWNERS MR.NATE HORSTICK LEGEND 1719 HYDRAULIC ROAD SEGRA CHARLOTTESVILLE.VA JARED MORRIS CENTURY LINK EXIST, PIPE TO BE ABANDONED lQ STD. CG-7 REO'D. TEL: (57/) 992-5539 524 W.BROAD STREET j'w:' 6:.p a'. ® DEMOLISH AND REPLACE PAVEMENT o:.:�:o.;�::4.: PROPOSED CONCRETE MS. THERESA BRYANT ® EXIST, PIPE TO BE REMOVED l RAD. CG-7 EMAIL: Nothoniel.D.Horstickcdominionenergy-com WAYNESBORO,VA REQ'D. 4/7-4/9 WEST MAIN STREET COMCAST OFFICE: (540) 949-3466 CHARLOTTESVILLE,VA 22091 PROPOSED PAVEMENT OBSCURING OF PAVEMENT Q9 TO BE CLEANED OUT lA STD. CG-3 REO'D. MR. PHILIP PERRY EMAIL: Jored.Morrls@segro.com OFFICE: f434J 97/-137/ 324 WEST MAIN STREET �A SIGN TO BE RELOCATED (BY OTHERS) CELL: (434) 806-6826 Ql MILL/OVERLAY/BUILD UP STD.CG-2 REO'D. CHARLOTTESVILLE,VA 2209/ ACSA (WATER & SEWER) E-MAIL: tt>ereso.bryont@centurylink.com ll STD. UD-4 REO'D. (540) 769-7043 ALEXANDER MORRISON A STD. CG-12 TYPE A REO'D. 168 SPOTNAP ROAD UVA Lam_ _ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS Q lSTD. REO'D. EMAIL: Philip_Perry�Comcastcom CHARLOTTESVILLE.VA 22911 TELEPHONE / FIBER / SANITARY (FM) 3 STD. CG-12 TYPE B REO'D. GAS (434) 977-4511 X 116 MR- MARK ROACH F DENOTES CONSTRUCTION LIMITS IN FILLS Qq PROP. 5'CONC. SIDEWALK A CITY STD. SIDEWALK WITH MONOLITHIC CURB MS. MARY ZYLOWSKI EMAIL: omorrisoncaserviceouttvrity.org (434) 243-1704 CITY STD. SIDEWALK CITY OF CHARLOTTESVILLE (CC) EMAIL: msr3w@virginia.edu NOTE: DOT DOT DASHED LINES DENOTE TEMPORARY EASEMENTS. A5 PROP.6'CONC.SIDEWALK 305 4TH STREET NOTE: DOT -DASHED LINES DENOTE PERMANENT EASEMENTS. ©UTILITY TO BE RELOCATED (BY ARAD. CG-6 REO'D. CHARLOTTESVILLE,VA SCALE PROJECTOFFICE: (434) 970-38/5 OTHERS) A STD. CG-6 REO'D. EMAIL: zylowski@chorlottesvilleorg 0 25 0 0250-002-R98 1012712020 c:Wocum nts\pw_work\pw\cov_megon.compbell\dmsO2084\dIO5806003.dgn PROJECT MANAGER ). KELGEY (434)872-400//____________ SURVEYED BY H&B_SURVEYING AND MAPPING, LLC ---- DESIGN SUPERVISED BY BRIAN_MCPETERS RE -0 DESIGNED BY ___________ SUBSURFACE UTILITIES BY LNFBAMAP-fQ F08ALLQAL------- NOTES: 0 CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. m 0 N � p O "� ti` ^' tis DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC i o O c Z MAY BE SUBJECT TO CHANGE AS DEEMED oO N N oQ o Q)NECESSARY BY THE VA OEPT,OF TRANSPORTATION L U 03N N v�os ° Q) �° a v Kimley-Horn & Associates, Inc. Kimley-Horn & Associates, Inc. oo a, ti N E Richmond, Virginia Richmond, Virginia J O O N v HYDRAULIC ENGINEER I ROADWAY ENGINEER # i oZt W �1 -- E T 0 CHICAGO o t o yU z U> ~ _ _ _ _ _ _ _ _ _ BUCK/NGHAM BRANCH RAILROAD N I 1 t O Z I---- I --- 1- 7--$ --- �----I -- I --- t --- --- ---- --- ---- -------t-- --- Railroa --- ---- -------t---- --- ---- --- ---- -------t---- --- ---- --- -------�Raillr Stone Headwall C N ExJsting R1ght of Wa ------------ _ -- u --------_ _ �� VDOT y 1 F'� 002 —102 44 2 Hardwood -- 66 RG )� d -------E /2 4 uge of Pment 19\u�� Iron (ACSA) -d' S one Wo�// ^SFM / D I& O Q) O)1 // V / II o� tD� _ Aspha�tl S/d_e_wolk- `/ R, - EXIST, R/W —� Ow__�T/FO (Century Link) Low Brush E Vi .,vv,cu J u l a 4 4---- _ d 1136-A Coated Steel _ _ �- ----- l2-6 ( - - II--------------Lr�-- ---- --- -------------------- ---------------- ----------------�-�'asffrer3-fAC-S,�)------ I-� f Povement / S 7r 09' 22' E L I� � I I tia � t0 ET (Century Link) 11 -- Fdge,of Pavement-------- ---=--'----------------=--' ---- -- /T "SFM------ILTG--- _ --�"S 1 �F---------------- 6 -�=44/ Cast Iron GStFAS 8 „W p Cast lronl 8 "W R "W9 0 Ductile Iron (ACSA) AO CONSTR. 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SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. © UTILITY TO BE RELOCATED (BYO RAD. CG-6 REO'D. OTHERS) A STD. CG-6 REO'D. 1012712020 c:\documents\pw_work\p,v\cov_megan.compbell\dmsO2084\dIO5806003B dgn C 0 0 0 C C C 0 x T N O a 0 0 a 0 0 C C O C l O T a 3 0 a C 0 PROJECT MANAGERJ.-XELSEY_L434k872-45Q-___________ SURVEYED BY 9&8_SURVEYING ANQ MAPPING- LC -------- DESIGN SUPERVISED BY BR/AN M�PETERS, PE_ XI-A&EY-LIC NI_ DESIGNED BY ----------- SUBSURFACE UTILITIES BY (NfBAMAP_BQRP9BATlQAL_______ THIS SHEET FOR E&S CONTROL ONLY p mo03v zDESIGN Q::) FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC o Q' �O � Q �-Q m U Q)Q) U-) Q p Q) MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION o # o o a v O O\ EZ��Y CL- W Q o o rn0 a E# QO-- OINZ L z v# ### o O a� U N "Z U N N o Q- U- -j Kimley-Horn & Associates, Inc. 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EC-2 Type 1, 2, 3 or 4 z\ RCD-1 C-z, Ty. 3 C-2, Ty. 4 RCD-2 Ec•s, ry. i c-3, ry. z Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 P A C-3, Ty. 3 IP-B TSF-A rsF-B Denotes Temporary Silt Fence, St'd EC-5 Type A or B rsi =g�=�=� TDc Denotes Temporary Diversion Channel, St'd EC-12 PS ♦ oo Denotes Temporary Diversion Dike, St'd EC-9 TS LOD - ---------------- -- pr>,:T ! ONSrR.OF/ CUR I I ' g _Q) — LOD_ a� CL- �O�n 6 LQ U># Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dom, 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 TEMP. XOT P W TH# i N 6 "G �{1 Y-�1i vn �11rvrgL. _--- yL PROP. PERM. VDOT UTILITY EASE. `n (,D CL-onn� a J o J �UwNU o ZLL.z o > 1012812020 c:Wocum ntsVxv_work\pw\cov_megoncompbell\dmsO2084\dIO5806003DAgn PROJECT MANAGER J.-XELSEY_L434k872-45Q------------ SURVEYED BY 9&8-SURVEYING AND MAPPLN0,1LC-------- DESIGN SUPERVISED BY BRIAN MCPETERS PE-(KLMlEY-LiC NI - DESIGNED BY ElAfLEY-K01P�V-8c-9550CJAT-E5lNC----------- SUBSURFACE UTILITIES BY LNfBA4MP--00/3P0RAT104L------- u, C 0 0 0 0 0 C 0 m 0 0 0 U N N 0 a 0 C d - _ - - "= -' -/2 "W \ ci l/ D / / "G v buctile lr CSA) ° // 8 "W — , _ SFM / D II THIS SHEET FOR E&S CONTROL ONLY I Q- N L 3 o � o�NN N a) o Nz N N vim# i DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION --- ------ I----------- --—--—�--- t ------ -- — — — -- —— -- ----t------�---------—�--t --— ---------—�-- -------------------- Cast Iron ------------------------- CI oated Steel II h MCI- - - ------------------- `---------FO9 -----------r ------III II 5 7/' 22'E I I I I I I (Century ink) II I '--'----- - - - - -- - - - - - - �»s - -------------------------- 6 h� 8 "W a Cast lronl ury Link) 9 � �4° T II tit tea_--- qr � N o' ' O Q- 4- N oN o o� O �W�O� \ 3 •0 \J �aN �L4) s �# -�' 6' „ Ca_ s n roil ls, L EROSION & SEDIMENT CONTROL LEGEND Ec z, Ty. c z, ry.2 Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 RCD-1 A,RCD 2 Ec•s, ry. i c-3, ry. z Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 P " C-3, Ty. 3 iP-B TSF-A TSF-B Denotes Temporary Silt Fence, St'd EC-5 Type A or B rsi TDc Denotes Temporary Diversion Channel, St'd EC-12 PS ♦ oo Denotes Temporary Diversion Dike, St'd EC-9 TS LOD IW O TH*29 TH#28 _ LIJ LLJ ---- — st ron W ug 4 4 "SFM 'U 00 /00.761J W) (S 6 ` 06' 00" E 100.20 II __ _— ---------------- --- _ T/Tg (Century Link) T/FO Q w Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dom, 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 J I I I I I I II I I I I I I I I I I I I I I I I I I I I I I /i II // II // II II II y 1012812020 c.\documents\pw-work\pw\cov-megon.compbell\dms02084\dIO5806003E,dgn PROJECT MANAGERJ._XELSEY_L434J872-4501____________ REVISED STATE R(DESIGN SURVEYED BY 9&8_SURVEYING ANQ MAPPING- Lt<________ �p LTH OF ALTH�op08-08-18 SUPERVISED BY BR/AN M�PETERS PE_(K/MLEY-LIC NI_ �Lt O�`��� 10-16-18 DESIGNED BY [f1141LEY KQRN_&�95B0CJAT�S INO----------- Gr 12-21-18 SUBSURFACE UTILITIES BY LNfBAMAP__CQl3P0RATlQAL_______ o MICHAELR. O BRIANA. VA. MITCHELL Y U McPETERS > B 0 0 o U q Lie. No. 058634 d Lie. No. 041405 x DESIGN FEATURES RELATING TO CONSTRUCTION o aSSjpNAL �1yG SIpNAL ��G OR TO REGULATION AND CONTROL OF TRAFFIC a) MAY BE SUBJECT TO CHANGE AS DEEMED o j v o NECESSARY BY THE VA DEPT.OF TRANSPORTATION a : 0 a 0 m 0 Z� ti a, Q oc p o a pZ U � O c C 0 0 U o o g CL o o Kimley-Horn &Associates, Inc. Kimley-Horn &Associates, Inc. Q_ N o o o ) v O# I_ a U_ Richmond, Virginia Richmond, Virginia Ln C co v o o v° o Y o 0 o HYDRAULIC ENGINEER ROADWAY ENGINEER �O o.co _ C�Z ��C\J UZ Ua C Z Z c oW�YUja Q) UQa C»a u vOa u � j J -- ---t ---- --- t ------ --- -- - ----- t------� -- Railrod- ---_�BUCKIIVGHAMRANCHAILROAQ------_� ------ �- o--------- t --Rail o GO - --- -- ----+----I-- Old Railroad Ties Old Railroad Ties Q� Q� Old Railroa J LQ 1 Low Brush + EXIST. R/W ji �Q� Low Brush i Zs a a LLJ2:1y- °3�� J62G� + * Low Brush T G _ Lij rZJ a� J8 ° s i � d � d - - Coated Steel 3 — •� „ p o 1,,, _ _ _ _ _ I _ _ _ _6_ _G _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 6 "G Sewer Line 8 TC -- -JZ LLs r T _IqL. _ - -r r -% T - -- -- - - r r- -,-,i / ,Ede oflP/ovemenQ0,7 / / / / / / / / / / / / / / / / / i i i ' / / / /'-i"LTG - C-.Tfi(�- - --� - O ment'r. �/" /" /" /" / / //• .r / //, / /, /" g �Nf . ,/ r / qve -- / /• /, , �, /, �, /, /. •/ �- ,/ // / / / /" /" /" /" / ' / ,/ /" /" /" /" /" /" / / ,/ tf�:0F1CONST&ID1//" /" /" /" /" / 7 !/ / / / / / / pie ./ i"%/ "%%2/.50" 6C ' ,QU6�B 'TYPE /TRANSITION /" /" /" / /" /" 7' e er Li Fe. "Dl/ L SEE',DETAIL r'SHFIET'2A/' /" /" /' SAWCUTi" /' /"#�/ 3' / /!J eehtd, 'Lifiky' w Ein� l / •� 314i / / ,l /, �. , /, : /� / / /' / /LILJ / ., v 6 _ / e /" /" hp3 LV �l — _ — —_ o.. — _— _ — — °o°o° �CONC. o 0 2 �/l /) / r--= _ __LQ � 4-6 D908 _ _ 65° 0 '�6"��- 3 ;.rL • - q Lo •cope _ _ LDS I� T EXIST.R/W -_ _ -- t a / ` __ L.._..__L -- �==iIT- - -- -- III -i-I Q �fT ��LcRiA. S/GN--II II -_ ---- -- 2 C — 4 x� 9 %o/" / /" Q e OVement — \\ q III III �I I�u l,�P 2. �,./rv��peC h II III �j�, /��(�y 'U%Cj�� II / ; it cf� ,� / O III iH.7G. II II ""'C •l7Gi — — n '//�. /.� •iG"i — —--•—••—•---•—.. -Q sb o� ,/ / �^ E PR/]P P—FRS!. V E • u „ 05 — _ _ s_p C \\ p o II \ 1 Q o lio c iic JNE��. ) _ 4 5 iWO XAS 100' RIGHT TURN TAPER II 100' RIGHT TURN STORAGE EX.4 7 4/6� vo Q ii° Q iIE T. SWIM,) 'O\ �W I °II II�q L cn I II(n 0 II Q � o I I PROP. TEMP. EASE. FOR CONSTR. " I " o ua K K PROP. TEMP. IZZ•I III 3 N III 0 PROP. TEMP. EASE. FOR I I = PROP. SLOPES. DRAINAGE, & RET. WALL „ ,I o 0 �i EASE. FOR -p\ S p Asphalt I I `ten I o0 8 Gas Filler Cops ENTRANCE CONSTR.OF PROP. III �II II R11 I II III II © ®0 O - Dnl, �o��, \� G SLOPES, DRAINAGE.& 11� CONNECT TO EXISTAETANNGuWaALL ;' Iii �;; ;I a� Conc. Pod w/ Fu lj ��.' \\ RET.WALL In P/. II c lu Zj II 0/ Ih fl II W WN and Overhang = In Pl l5' RC 6' PVC /n P/ CON#ECt TO EXIST. �= _ B I _ _ 6 PVC #36WLK. 8 ' SAN r p _ _ _ (er GI ,o2. 1 II. 'V �: 30`550• N Q � _ �� _ _ _ _Edge of Pavement In 430 a II *422 DO NOT55�P TURB /N o c °302 o V sq PROP. TEMP. 28 L o o a II PLACE TIMBER WALL o EASE. FOR c° a a rn �II �' P= Q aD i CONSTR.OF a o 0 o a o a c // o c o r-0Ln cc ° o° PROP. SLOPES �� BEG'M E DRNE �' N W ; L � a) 6o ram- DRAINAGE o N v _ STA, 300.21.50 COLON AQE DR E CONSTR. " o o DISOT.EASE. SIGHT m a N III ` IN N y n a = �n c C, III\ o,N Za, Dag gn I l cn o o n a c o o " a? Ln n c °� �N ?II _ �_ a o a �" a o 4/7 �i a oo 006 j L-I UO4 0 4 o �Z w � °L c^ c �� c DR Eo 3 c ° Z C: W� ct-Q` Q_ o I ; m o ST_ 3 •F.5A0 = ONNADE IVE CON TcR. ZN r c g CEO x `t I I o L# o `a ax a N O O o° Oo ti a ZD yob J O �0 11 N o Q-) x o )VOTING OIL COMPANY INCORPORATED o — O m o ) a U) o g° �` W a N DB 713 FL _ 0. 92 AC. (Per CGICUI(Ifion) g 4g11 o PARCEL ID* 06000-00-00-040DO 04 5'9 $ 005 0 03 N Z W L a ; POT 302.00.00 WESt SHOPS -EAST, LLC TOWNSIDE EAST, LLC Q D DB 1681 PG 133 o o 9_I/lRG LIMITED LIABILITY COMPANY 2.35 AC. W DB 1805 PG 664 PARCEL ID* 06000-00-00-040C1 J Z 1. 05 A(' PARCEL ID" 06000-00-00-03900 ?ENCES AIL, & DRAINAGE ';HEFTS FT(' ) 6 "H *300 Sewer Line 6" FCC LEGEND ...:: A7 EXIST°PIPE TO BE ABANDONED lQ STD. CG-7 REO'D. DEMOLISH AND REPLACE PAVEMENT ".:.: PROPOSED CONCRETE ® EXIST. PIPE TO BE REMOVED A RAD. CG-7 REO D. PROPOSED PAVEMENT OBSCURING OF PAVEMENT Q9 TO BE CLEANED OUT 1A STD. CG-3 REO'D. r MILL/OVERLAY/BUILD UP Ql STD.CG-2 REO'D. A SIGN TO BE RELOCATED (BY OTHERS) A2 STD.CG-12 TYPE A REO'D. ll STD.UD-4 REO'D. Lam__ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS Q3 STD.CG-12 TYPE B REO'D. STD.RW-3 REO'D. F -DENOTES CONSTRUCTION LIMITS IN FILLS Qq PROP. 5'CONC. SIDEWALK A CITY STD. SIDEWALK WITH MONOLITHIC CURB NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A5 PROP. 6'CONC. SIDEWALK A CITY STD. SIDEWALK NOTE: DOT - DASHED LINES DENOTE PERMANENT EASEMENTS. © UTILITY TO BE RELOCATED (BY A RAD• CG-6 REO'D. OTHERS) A STD. CG-6 REO'D. Curve IVY-2 PI = 133.51.04 DELTA = 21* 32' 44.84" (RT) D = 2' 32' 230 T = 429.25' L = 848.37' R = 2.256.02' PC = 129.21.79 PT = 137.7OJ6 V = 35 MPH e = MATCH EXIST. S.E. NOTES: 0 SEE SHEET 3 FOR UTILITY OWNERS. 2.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PER VDOT STANDARDS. 3.) CONTRACTOR SHALL USE CAUTION WHEN CONSTRUCTING STORM SEWER BETWEEN STATIONS 125.00 AND 126.00.CONTRACTOR SHALL TEST PIT AND VERIFY LOCATION AND DEPTH OF EXISTING GAS LINES IN ORDER TO AVOID IMPACTS. THE CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE GAS TO RELOCATE GAS LINES IF CONFLICTS EXIST. 1012712020 c:Wocum nts\pw_work\pw\cov_megon.compbell\dmsO2084\dIO5806004.dgn a L 3 C i? U O y L O C O PROJECT MANAGERJ.10ELSEY_L434k872-45Q____________ SURVEYED BY L-l&8_SiY VEYLNG AND MAPPLN0,1LC________ DESIGN SUPERVISED BY BRIAN MCPETERS PE_(K/MlEY-LiC NI - DESIGNED BYElAfLEY-KQRN_8c-9550CJAT-E2/N0.___________ SUBSURFACE UTILITIES BY LNfBA4MP_-001iP9RAT10AL_______ Q) Ln N Q ti 0 `LJ 1V Q 7z EROSION & SEDIMENT CONTROL LEGEND THIS SHEET FOR E&S CONTROL ONLY 6 " SAN *Joo Sewer Line 6" PVC Ec 2, ry. c z, ry.2 Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 z\ RCD-1 Denotes Rock Check Dam, Type I; St'd EC-4 _ RCD 2 Denotes Rock Check Dom, Type II; St'd EC-4 Ec•s, ry. i c-a, ry. z Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 P A Denotes Inlet Protection, Type A; St'd EC-6 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 rsi Denotes Slope Interrupter; St'd EC-15 Toc Denotes Temporary Diversion Channel, St'd EC-12 Ps Denotes Permanent Seeding ♦ oo Denotes Temporary Diversion Dike, St'd EC-9 rs Denotes Temporary Seeding LOD Limits of Disturbance DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 0 — 1012812020 c:Wocuments\pw_work\pw\cov_mngon compbell\dms02084\dIO5806004c dgn PROJECT MANAGERJ.-XELSEY_L434k872-4501____________ SURVEYED BY 9&8_SURVEYING ANQ MAPPINQ°1L(<________ DESIGN SUPERVISED BY BRIAN MCFETERS PE_(K/MlEY-LiC NI - DESIGNED BYElAfLEY-KQRN_8c-9550CJAT-ESINO.___________ SUBSURFACE UTILITIES BY LNfBA4tAP_-CQ1iP9RATIQAL_______ OQ o° o c. a� ids O1� �� O DESIGN FEATURES RELATING TO CONSTRUCTION o N L o D SjONAL �� SIONAL �� OR TO REGULATION AND CONTROL OF TRAFFIC ° N a o o° o MAY BE SUBJECT TO CHANGE AS DEEMED �Ql° � � � � o � NECESSARY BY THE VA DEPT.OF TRANSPORTATION m o Kimley-Horn & Associates, Inc. Kimley-Horn & Associates, Inc. o a a Richmond, Virginia Richmond, Virginia c o o HYDRAULIC ENGINEER ROADWAY ENGINEER °� oA°i C OD°� o0 0" o v CoW�Q� -, cs Q tTO RICE Qo --- ------t--- --- --- --- --- --------- --- --- --- ailroad----- --- --- od Ties x �C Old Railroad Ties ` L i Old Railroad Ties i o Iron Rod P I fi n co �o (S 62°�22' 00" E 2/8.07') ° rh F d ° rh STRUCTURE *000 AND INCOMING 42" PIPE ARE UNVERIFIED BY SURVEY. INFORMATION IS ASSUMED BASED ON CHARLOTTESVILLE GIS. STRUCTURE *000 INVERT IS INACCESSIBLE. 'a y DB 161 PG 386 lat) - - ' � g j � I c 570 AC m a rConc. PARCEL ID° 00 00-00-0, 9Bt ° Top Weir WHITING OIL COMPANY INCORK DB 713 PG 670 0.92 AC. (Per Calculation) PARCEL ID" 06000-00-00-040DO LEGEND N �o o`cQ �O V Q) �o c o � Q) Z ST. ANNE'S BELFIELD. INC. DB 368 PG 197 21.02 AC. PARCEL " 070001101 (PROPERTY INFO PER GIS) R /W Men *1 n9 VNC Curve OLDIVY-1 PI = 401.50.02 DELTA = 2' 03' 56.80" QT) D = 9 4I' l9" T = 150.02' L = 300.00' R = 8,320.71' PC = 400.00.00 PT = 403.00.00 V = 35 MPH e , MATCH EXIST. S.E. EXIST. PIPE TO BE ABANDONED 0 STD. CG-7 REO'D. ® Curve IVY 2 DEMOLISH AND REPLACE PAVEMENT ".:.: PROPOSED CONCRETE ®EXIST. PIPE TO BE REMOVED A RAD. CG-7 REO D. PI = 153.51.04 Q DELTA = 2P32 4484"(RT) PROPOSED PAVEMENT OBSCURING OF PAVEMENT 9 TO BE CLEANED OUT l STD. CG-3 REO'D. D = 2' 32' 23" NOTES: T = ' ASIGN TO BE RELOCATED (BY OTHERS) L = 848.3748.37' MILL/OVERLAY/BUILD UP Ql STD.CG-2 REO'D. 0 SEE SHEET 3 FOR UTILITY OWNERS. R = 2,256.02' ASTD. UD-4 REO'D. PC = 129.21.79 Q2 STD.CG l2 TYPE A REO'D. 2.) CONTRACTOR SHALL RELOCATE ALL MAILBOXES ALONG IVY ROAD PT = 137.70J6 Lam_ _ _ _ DENOTES CONSTRUCTION LIMITS IN CUTS Q STD. CG-l2 TYPE B REO'D. l� STD.RW-3 REO'D. 3 V = 35 MPH PER V DOT STANDARDS. F QA CITY STD. SIDEWALK WITH MONOLITHIC CURB e , MATCH EXIST. S.E. _DENOTES CONSTRUCTION LIMITS IN FILLS q PROP.5 CONC.SIDEWALK 3,) SIDEWALK EAST OF OLD IVY ROAD (ROUTE 601) AND ST. ANNE'S NOTE: DOT - DOT - DASHED LINES DENOTE TEMPORARY EASEMENTS. A PROP. 6'CONC. SIDEWALK A CITY STD. SIDEWALK RAD. CG-6 REO'D. NOTE: DOT -DASHED LINES DENOTE PERMANENT EASEMENTS. ©UTILITY TO BE RELOCATED (BY A'D. EXIT SHALL BE CITY OF CHARLOTTESVILLE CITY MIX. SEE DETAILSON SHEET 2B. � OTHERS) A STD. CG-6 REO'D. p 1012712020 c:Wocum nts\pw_work\pw\cov_megoncompbell\dmsO2084\dIO5806005.dgn PROJECT MANAGERJ.-XELSEY_L434k872-45Q____________ SURVEYED BY 9&8_SURVEYING AND MAPPING- L(<________ DESIGN SUPERVISED BY BR/AN M�PETERS, PE_(K/MLEY-LIC NI_ DESIGNED BY EIYLEY-KQRN_8c-9550CJAT-ESINC___________ SUBSURFACE UTILITIES BY LNfBA4MP_-001iP-0RAT10AL_______ U 0 C THIS SHEET FOR E&S CONTROL ONLY Prop. PlacemSt'df EC Prot�tive Covering Owl o N � 0 CL VOu y 0 0 ciz c GHAM BRANCH ------- -__--___ -- __� fi=___ °cPROP. TEMP. EASE. cn FOR ENTRANCE n TH"39 0 0 N �1 N Ln N z i 1 09 J�0 C� a Q3 IP7 Prop. St'd. EC 2 MITCHELL 9 BUS. Lie. No. 058634 Q i � :D Denotes Depth of �srjONAL DESIGN�OROREGULATION FEATURES RAND TCONTROL OF TRAFFIC ING TO ON O See Plans for Ditch Type Protective Coverin o � � J 9 � � MAY BE SUBJECT TO CHANGE AS DEEMED O NECESSARY BY THE VA DEPT.OF TRANSPORTATION z Location Station 152.25 to Station 154.25 I°5' �o o i �o N o Kimley-Horn & Associates, Inc. o o Richmond, Virginia ? o V HYDRAULIC ENGINEER \ oW� x __--_______-_�__� t7-2!- Wiftbol \I Iron Rod Fd• C Curb �sst,Q_ • I ' f ♦. I1 VC 0 e Ey ooP C I 110 �Iji'pSV Y �A 9 �O y EXIST. R/W / F f�°o X RR 0 M AS BROP. FES ; l r� 42 3;2 m ii' fl OP. T Fl i SIGNAL a EASE. 0 Qi Rod O 0 R � Iron e0 , Gro EROSION & SEDIMENT CONTROL LEGEND Ec z, Ty. c z, ry.2 Denotes Rolled Erosion Control Product, Temporary, St'd. EC-2 Type 1, 2, 3 or 4 z\ RCD-1 C-z, Ty. 3 C-2, Ty. 4 RCD-2 Ec•s, ry. i c-3, ry. z Denotes Rolled Erosion Control Product, Permanent, St'd. EC-3 Type 1, 2 or 3 P A C-3, Ty. 3 iP-B TSF-A rsF-e Denotes Temporary Silt Fence, St'd Ill Type A or B IS Denotes Temporary Diversion Channel, St'd EC-12 PS ♦ oo Denotes Temporary Diversion Dike, St'd EC-9 TS LOD Curb „ P.TEMP.EASE. uvFO NTRANCE it -PROP. iEP' P. EASE. o FOR CONSTR.OF PROP. SLOPES ri jPRMP. RO OPOP°SCL y ' !A/ i s0, o, �o � a � V io �N �4O Denotes Rock Check Dam, Type I; St'd EC-4 Denotes Rock Check Dom, 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 g 88i �FX�'ST 0 1012812020 c:Wocum ntsVxv_work\pw\cov_megoncompbell\dmsO2084\dIO5806005b.dgn PROJECT MANAGER J. KELSEY (434)872-450/REVISED STATE SURVEYED BY H&B_SURVEYING AND MAPPING, LLC STATE LTH ROUTE PROJE DESIGN SUPERVISED BY BRIAN_MCPETERS, PE_(KIMLEY-HORN)_ C���P Op l R9-7/17/20 DESIGNED BY KIMLEY-HORN &_ASSOCIATES.INC.___________ O2JO_COe SUBSURFACE UTILITIES BY INFRAMAF CORPORATION____O MICHAELR. 250 U MITCHELL a VA. BUS. DRAINAl"E DESCRIPTIONS .a Lic. No. 058634 a BOA DESIGN FEATURES RELATING TO CONSTRUCTION �sSIONAI- ECG OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION Kimley-Horn & Associates, Inc. Richmond, Virginia HYDRAULIC ENGINEER SHEET 3 SHEET 4 3 / STD. Dl 4B REQ. 4-1 1 STD. DI-3B REQ. SHEET 5 l I STD. H=7.4', INV = 56/J5' L=16'. H=7.8', INV = 554.90' 5-1 MODIFY EXISTING DROP INLET STD. IS-1 REQ. ADJUST TO GRADE,RAISE 126' 3-1 TO 3-2 50' -36• CONC. PIPE CLASS 111 REQ. (3' COVER) SEE GENERAL NOTE D-14 ADD T-DI-3B.L•8' LEAK RESISTANT JOINT TYPE 4-1 TO 4-2 174' -18• CONC. PIPE CLASS 111 REO. (6' COVER) PROPOSED RIM ELEV - 539.33' INV(IN) = 56IJ5'. INV(OUT) = 561.00' SILT TIGHT JOINT TYPE INV(IN) = 554.90'INV(OUT) = 550A0' 5-2 /STD. DI-7 REQ. GRATE A TYPE /REQ. , 3-2 / MOD.DI-4B REQ.(SEE SHEET 6(2A)) H•75, INV • 527.09 RIM - 534.50' L=18', H=60', INV = 56/00 CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF STD.IS l REQ. 4-2 1 STD. D1-4EE REQ. STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. L-16', H-I2.0', INV - 545.30' 3 2 TO 3 8 52 /5' CONC. PIPE CLASS 111 REQ. f4' COVER) 1 STD.SL-1 REQ. 5-2 TO 5-3 48' -30• CONC.P/PE CLASS 1/1 REQ. (5' COVER) SILT TIGHT JOINT TYPE STD. IS-1 REO. SILT TIGHT JOINT TYPE ACCESS LID SHALL BE SLIP AND TRIP RESISTANT INVUN) - 527.00', INV(OUT) • 526.00' INV(IN) - 56/A0, INV(OUT) • 559.80' 3 3 /STD. D/ 28 REQ. 4-2 TO 4-3 191' -48• CONC. PIPE CLASS 111 REO. (3' COVER) 5-3 8J LF STD. MH-2 REQ. LEAK RESISTANT JOINT TYPE I STD. MH-1 FRAME & COVER REQ. L•I6', H-4.4, INV - 560.00' INV(IN) • 545.30. INV(OUT) - 544.70' INV - 526.00' RIM - 534.74' 3-3 TO 3-8 9' -156 CONC. PIPE CLASS 111 REQ. (3' COVER) STD. IS-1 REQ. 4 3 /MOD.D/ 4E REQ.fSEE SHEET 6(28)J SILT TIGHT JOINT TYPE CONNECT TO EXISTING 42• CONC. PIPE SILTINV(N) - HT JOINT INV(OUT) - 55980 L-16', H-7.0', INV - 544.60' CONTRACTOR MAY NOT ORDER PRECAST STRUCTURE UNTIL INVERT OF STD.IS-1 REQ. STRUCTURE 5-3 /S FIELD VERIFIED UPON COORDINATION WITH ENGINEER. 3-8 4.9 LF STD. MH-2 REO. ACCESS LID SHALL BE SLIP AND TRIP RESISTANT I STD. MH-I FRAME & COVER REQ. 4-3 TO 4-4 24' -24• CONC. PIPE CLASS 111 REQ. (4' COVER) INV • 559.42. RIM - 565.00' CONNECT TO EXISTING 30,6•,AND /O'IRON PIPES SILT TIGHT JOINT TYPE STD. IS-1 REQ. INV(IN) • 54460, INV(OUT) • 54430 4-4 6.6 LF STD. MH-2 REQ. 3-10 I STD. DI-3B REQ. 1 STD. MH-1 FRAME & COVER REQ. L•I4', H•3.8', INV - 564.70' INV • 54320' RIM - 550.46' SEE GENERAL NOTE D-14 STD. IS-1 REO. 3-10 TO 4-1 I72' -15• CONC.P/PE CLASS 111 REO. (2' COVER) ACCESS LID SHALL BE SLIP AND TRIP RESISTANT SILT TIGHT JOINT TYPE 4-4 TO EX. /1' -24• CONC. PIPE CLASS 111 REQ. (4' COVER) INV(IN) - 564.79, INV(OUT) • 558.80' SILT TIGHT JOINT TYPE INV(IN) • 54320'. INV(OUT) - 543.00' 4-5 3.5 LF STD. MH-I OR 2 REQ. I STD. MH-1 FRAME & COVER REQ. INV • 559.00' RIM • 56320' STD. IS-1 REQ. CONNECT TO EXISTING 156 CONC. PIPE 4-5 TO 4-6 /7' -150 CONC. PIPE CLASS 111 REQ. (2' COVER) SILT TIGHT JOINT TYPE INVUN) - 559.09, INV(OUT) - 558.50' 4-6 1 STD. DI-7 REQ. GRATE A TYPE Ill REQ. H-34 INV - 558.40' RIM - 561.50' STD. IS-1 REQ. 4-6 TO 4-1 /3' -15' CONC. PIPE CLASS 111 REO. (2' COVER) SILT TIGHT JOINT TYPE INVUN) - 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 1E) NOTE: ALL STRUCTURES GREATER THAN 4 FEET IN HEIGHT SHALL HAVE STD. ST-1 1012612020 c:\documents\p v_work\pw\cov_ jonothan Oliver\dmsO2084\dIO5806006(l).dgn PROJECT MANAGER J. KELSEY (434) 872-450/ 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 INFRAMAF CORPORATION_______ 3 X STAINLESS STEEL H/h TO DEFLECTION PLATE ANI WALL TO ALLOW DEFLECTIOI SWING UP FOR MA/NTENAN( A DRAINAur, STRUCTUJ'1111;�E STRUCTURE 3 2 TOP VIEW I1120ANGLE IRON,BOLTED TO EACH SIDE OF INLET,TO SUPPORT STEEL DEFLECTION PLATE ol 1 40 r "I 'i J�F%A -MIN, 18' WIDE GES BOLTED STAINLESS STEEL INLET i INLET FLOW I PLATE TO E ; DEFLECTION PLATE------------------ � ROUND OR SQUARE ; �� A 12' OPENING ' THROUGH WEIR WALL 15' CONC. PIPE INV(OUT) - 561.00 _ E MIN. 36' CONC. PIPE INVON) - 561.00 STAINLESS STEE E ORIFICE PLATE BOLTED IN PLACE 8' WIDE WEIR WALL _ ' _� NOTES: 3 X STAINLESS STEEL HINGES BOLTED TO DEFLECTION PLATE AND INLET WALL TO ALLOW DEFLECTION PLATE TO SWING UP FOR MAINTENANCE TOP OF 8' WEIR INV - 563.40 /00 YR WSE (ELEV = 563.94) 16Wx6'H RECTANGULAR OPENING THROUGH WEIR WALL INV = 562.60 ROUND OR SQUARE 12' OPENING THROUGH WEIR WALL 15' CONC. PIPE INV(OUT) - 561.00 1112' ANGLE IRON. BOLTED TO EACH SIDE OF INLET. TO SUPPORT STEEL DEFLECTION PLATE RIM = 56696 /— STD. T-DI-4B. L=18' PRECAST TOP UNIT II/2'ANGLE IRON. BOLTED TO EACH SIDE OF INLET TO SUPPORT STEEL DEFLECT/ON PLATE %' MIN„ 18' WIDE STAINLESS STEEL INLET FLOW DEFLECTION PLATE BOTTOM OF DEFLECTION 3d PLATE INV = 564JO ------------------------------ -------------------------------i 7' DIAMETER ORIFICE INV - 561.00 c- N %' MIN. STAINLESS STEEL ORIFICE PLATE BOLTED IN PLACE /0 YR WSE (ELEV • 563.43) I YR WSE (ELEV • 562.74) STRUCTURE INV - 561.00 36' CONC. PIPE 1NVUN) = 56100 /. VrvriLr_ rLAIG JnALL DG HDLE /V r// /nrtVVVn Mn-/ I,VVGrt. SECTION A -A NOTES: I. ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS UNLESS OTHERWISE DIMENSIONED ON PLANS. 2.STRUCTURES SHALL HAVE STD.ST-I. 3. ALL WEIR WALLS TO BE 8' CMU WITH GROUT FILLED CORES. 4.REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(l) FOR ALL RIM AND INVERT ELEVATIONS. 5. INLET SHAPING AS NEEDED. 6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP OF ORIFICE PLATE. 7.SEE VDOT STD. SWM-DR FOR DETAILS ON STEEL PLATE. BOLTS. AND ORIFICES NOT SHOWN. 8.SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. 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 1012612020 c:\documents\pw_work\pw\cov_jonothanofiver\dmsO2084\dt05806006(2A).dgn PROJECT MANAGER J. KELSEY (434) 872-450/ 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 INFRAMAF CORPORATION_______ DRAINAur, STRUCTUJ'1111;�E STRUCTURE 4-,3 0 NOTES: I. ALL STRUCTURES TO FOLLOW VDOT STANDARD DETAILS UNLESS OTHERWISE DIMENSIONED ON PLANS. 2.STRUCTURES SHALL HAVE STD.ST-I. 3. ALL WEIR WALLS TO BE 8' CMU WITH GROUT FILLED CORES. 4.REFER TO DRAINAGE DESCRIPTIONS ON SHEET 6(l) FOR ALL RIM AND INVERT ELEVATIONS. 5. INLET SHAPING AS NEEDED. 6. ALL MANHOLE COVERS OR ACCESS LIDS SHALL BE LOCATED OVER TOP OF ORIFICE PLATE. 7.SEE VDOT STD. SWM-DR FOR DETAILS ON STEEL PLATE, BOLTS, AND ORIFICES NOT SHOWN. 8.SHOP DRAWINGS FOR ALL DETENTION STRUCTURES SHOWN SHALL BE SUBMITTED TO ENGINEER PRIOR TO FABRICATION AND INSTALLATION FOR REVIEW AND APPROVAL. TOP VIEW 11/2' ANGLE IRON. BOLTED TO EACH SIDE OF INLET, TO SUPPORT STEEL DEFLECTION PLATE r---------------------------------------------i � I 48' CONC. PIPE INVON) = 544.70 I I I I I I I I I %' MIN., 18' WIDE STAINLESS STEEL INLET FLOW I DEFLECTION PLATE I I I I I I I I I I %' MIN. STAINLESS STEEL ORIFICE PLATE I BOLTED IN PLACE I ROUND OR SQUARE 18' OPENING THROUGH WEIR WALL 3 X STAINLESS STEEL HINGES BOLTED TO DEFLECTION PLATE AND INLET WALL TO ALLOW DEFLECTION PLATE TO SWING UP FOR MAINTENANCE 24' CONC. PIPE INV(OUT) = 544.60 NOTES:�8"W/DE WEIR WALL 1. ORIFICE PLATE SHALL BE ABLE TO FIT THROUGH MH-1 COVER. SECTION A -A RIM = 55/.60 11/2- ANGLE IRON, BOLTED TO EACH SIDE OF INLET TO SUPPORT STEEL DEFLECTION PLATE %' MIN. 18' WIDE STAINLESS STEEL INLET FLOW DEFLECTION PLATE BOTTOM OF DEFLECTION PLATE INV = 54825 TOP OF 8" WEIR INV - 547.60 g' MIN. STAINLESS STEEL ORIFICE PLATE BOLTED /N PLACE 2 YR WSE (ELEV = 546.99) 48' CONC. PIPE INVUN) - 544.70 STRUCTURE INV - 544.60 U l 1/2' ANGLE IRON. BOLTED TO EACH SIDE OF INLET, TO SUPPORT STEEL DEFLECTION PLATE STD.T-Dl-4E,L=16'PRECAST TOP UNIT s DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE VA DEPT.OF TRANSPORTATION 3 X STAINLESS STEEL HINGES BOLTED TO DEFLECTION PLATE AND INLET WALL TO ALLOW DEFLECTION PLATE TO SWING UP FOR MAINTENANCE l00 YR WSE (ELEV = 548.07) l0 YR WSE (ELEV = 547.55) - -IROUND OR SOUARE 1 THROUGH WEIR WALLS' OPENING 24' CONC. PIPE INV(OUT) = 544LO l5' DIAMETER ORIFICE INV - 544.60 1012612020 c:\documents\pw_work\pw\cov_jonothanofiver\dmsO2084\dt05806006(2B).dgn 1012612020 d105806006(3).dgn 9:03:37 PM Plotted By: Jonothon.011ver PROJECT MANAGER J. KELSEY (434) 872-4501 SURVEYED BY H&8_SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY 8RIAN_MCPETERS, PE_(KIMLEY-HORN)_ DESIGNED BY KIMLEY-HORN &_ASSOCIATES�INC.___________ SUBSURFACE UTILITIES BY 1NFRAMAP _'QRPORATIQN_______ 575 570 565 560 555 550 545 MAII 6611 R4\1i\TA I Nd I *k, o 1� STORM 3-1 TO 3-3 a: ...... �........................................ ...... ............: . Ln m o z L6 oC) o� �"' .... . o....... �`o CQ "igz .............. �....... HGL � 9 ................. o...........:- Ln 49.99 L.F. � 36" Concrete Pipe Req'd; /5" 5209 LF. Lo L Concrete Ln 30 d P/pe Req 0. ............. -230../.... ..... ................ W 9.33 L.F. 15" Concrete Pipe 2.14 W N ' ....................... W..........;... .ray W...................... ............. Ni 2 VC)C'J CVO 22UO.. O �WNI iW O ZJW OQ=�cOJ IqN2Q W�2Q jO� W>OU NG.JV �I�WI�.UN�S.JIV\.u......\� JV.W.. a kW LU 0ikW N�cW ��QZ,W �� a-, k- Qcc U-i : v�WOm Na- IQQ. FLUFLU Ot00 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT Notes: 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, 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 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 project's Test Hole Data Sheet. Utility information shown is specific to its corresponding o Utility Test Hole location. �10 5) Utility Test Hole Information is located on Sheet /J. Ln N E 6) Utility clearance dimensions shown assume the use of concrete o pipe and corresponding pipe thicknesses (worst case scenario). EXIST.3" IRON STORM (IN) INV. = 562.71 EXIST.6" IRON STORM (IN) INV. = 559.54 EXIST. l0" IRON STORM (OUT. INV. = 559.42 PROPOSED GRADE Req'd• 1.00 1.23 EXISTING GROUND �n 44 Z HOR/Z : /" r 25' 1012612020 d105806006(4).dgn 9:03:43 PM Plotted By: Jonothon.011ver PROJECT MANAGER J. KELSEY (434) 872-4501 SURVEYED BY H&8_SURVEYING AND MAPPING, LLC ________ DESIGN SUPERVISED BY 8RIAN_MCPETERS, PE_(KIMLEY-HORN)- DESIGNED BY KIMLEY-HORN &_ASSOCIATES�INC.___________ SUBSURFACE UTILITIES BY INFRAMAP _'QRPORATIQN_______ 575 0 570 565 560 555 550 545 540 535 530 L Ot00 Notes: /�00 lJ Storm sewer pipes shown on the profile are represented by their Inner diameter dimension, and do not Include wall thicknesses. 2) Only existing Utilities, at the time of the survey, are shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -location of Utilities or proposed Utilities. The Contractor is also directed to any Utility Plans that may exist as part of this plan assembly. 31 Not all Utilities are shown on the Storm Sewer Profiles, only those Utilities listed on the Utility Test Hole Data Suet with the addition of Sanitary Sewer line crossings. 4) All Utility locations are approximate, and are based on Information from the project's Test Hole Data Suet. Utility Information shown Is specific to Its corresponding Utility Test Hole location. 5) Utility Test Hole Information Is located on Sheet 0. 6) Utility clearance dimensions shown assume the use of concrete pipe and corresponding pipe thicknesses (worst case scenorlo). 2,00 6611 R4\1i\TA I Nd I *k, o 1� STORM 3-/0 TO EX. 4-7 PROPOSED GRADE EXISTING GROUND 3_00 �n Sm ti w HOR/Z : /"i= 25' 4t00 5�00 U ti Q o � Ln NSW N Ln L x k WWW ti N U Req'd. :: 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. 4-1 575 f ..................:........ 0 N 570 .... � sn ..........:......... L a> N O N Ln O Z O Ln In 565 �.� o.....\.� �r 0 0 v 0 0 560 555 15" Con 550 545 540 555 m a LO Ln .......�..LO Ln o.ab L.F, Sete Pioe Req d 2.97 .................. N ts^ Concrete 3.0_. U Ln ~ O ..... J. �. 1, ....:........ W U �LO L� �Q W 2>c0� a 0 UJ Q 3wti_J NO JW oLU W Ln U � Qk o 3: UJ i 2 530 — 0�00 3-10 TO 4-1 558.60 1.25 4-1 TO 4-2 554.9.0 GO 'ipe Req d 0t57 1012612020 d105806006(5).dgn 9:03:49 PM Plotted By: Jonothon.011ver O N O N N O PROJECT MANAGER J. KELSEY (434) 872-450/ SURVEYED BY H&B_SURVEYING AND MAPPING, LLC________ DESIGN SUPERVISED BY BRIAN_MCPETERS PE_(KIMLEY HORN)_ DESIGNED BY KIMLEYHORN_&_ASSOCIATES,INC.___________ SUBSURFACE UTILITIES BY INFRAMAP CORPORATION_______ Notes: K r �(6w)j lavlol� UVI STORM 5-2 TO 5-3 550 545 540 N 6 535 530 525 520 5/5 5/0 0 o3 Ln Q3 o N: Ln Oo� W)ZLn,E N n g o:Cr 0 1 N Ln O: N 47.67 L.F. 30" Concrete Pipe Req d... ................... .................... 0.00 0,5/ 5-3 to 5-3 (OUT) 526.00 3.50 I) Storm sewer pipes shown on the profile are represented by their inner diameter dimension, and do not include wall thicknesses. 2) Only existing Utilities, at the time of the survey, are shown on the Storm Sewer Pipe Profiles. These profiles do not reflect either planned re -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 approxlmate,ond ore based on Information from the project's Test Hole Data Sheet. Utility information shown Is specific to Its corresponding Utility Test Hole location. 5) Utility Test Hole Information is located on Sheet /J. 6) Utility clearance dimensions shown assume the use of concrete pipe and corresponding pipe thicknesses (worst case scenario). Ln I` w HORIZ : l"I= 25' 0�1 R,\1k\TA1 PROPOSED GRADE EXISTING GROUND DESIGN FEATURES RELATING TO CONSTRUCTION OR TO REGULATION AND CONTROL OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY THE DEPARTMENT