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HomeMy WebLinkAboutSUB201300045 Plan - As-built WPO VSMP 2007-06-14BENCHMARK LOCATION AND DESCRIPTION: v TEFL LN ILROAD NCjRFOLK SOO' Z fi Oz- RE BENCHMARK p E4 o V DESCRIBED BY COAST AND GEODETIC SURVEY 1965. THE BENCHMARK IS LOCATED ON A HIGH EMBANKMENT, ABOUT 2.5 MILES SOUTHWEST OF CHARLOTTESVILLE AND ON THE RAILROAD RIGHT-OF-WAY. TO REACH THE BENCHMARK FROM THE JUNCTION OF U.S. HIGHWAY 29 AND U.S. HIGHWAY 250 IN CHARLOTTESVILLE, GO SOUTHERLY ON U.S. HIGHWAY 29 FOR 2.9 MILES TO A SIDE ROAD ON THE LEFT, TURN LEFT ON COUNTY ROAD 859 AND GO SOUTHEAST FOR 0.05 MILE TO THE RAILROAD TRACKS, CROSS TRACKS AND CONTINUE SOUTHERLY FOR 0.05 MILE TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND GO 0.05 MILE TO A LARGE RED BRICK HOUSE ON THE RIGHT AND THE END OF TRUCK TRAVEL. PACK NORTHERLY TO THE EMBANKMENT AND THE BENCHMARK, WHICH IS ABOUT 75 YARDS. BENCHMARK IS ABOUT 50 FEET SOUTH OF THE RAILROAD TRACKS AND 50 FEET HIGHER, 6.0 FEET WEST OF A WITNESS POST AND 3 FEET SOUTH OF THE EMBANKMENT. THE MARK IS A STANDARD DISK BRAZED TO THE TOP OF A 3 -INCH IRON PIPE, PROJECTS 2 INCHES, AND IS STAMPED MOORSE 1965. AS B U I LTS BROADS AND STORM DRAINAGE) VICINITY MAP SCALE: 1" = 27000'± F== Y SAMUEL 1-00 AS -BUILT PLAN AND MILLER ❑ 8-00 AS -BUILT PLAN AND PROFILE MAGISTERIAL STATION DISTRICT L3 STATION 128+00 TO 143+00 COUNTY 2-00 AS -BUILT PLAN AND PROFILE OF ALBEMARLEI 18°50'50" VIRGINIA 43+00 TO 58+00 SHEET K- _Y: ■ 1-00 AS -BUILT PLAN AND PROFILE ❑ 8-00 AS -BUILT PLAN AND PROFILE L2 STATION 28+50.89 TO 43+00 L3 STATION 128+00 TO 143+00 ■ 2-00 AS -BUILT PLAN AND PROFILE E: 9-00 AS -BUILT PLAN AND PROFILE 18°50'50" STATION 43+00 TO 58+00 245.60' C4 STATION 143+00 TO 153+39.26 N 3-00 AS -BUILT PLAN AND PROFILE E 10-00 AS -BUILT STORM PROFILES 359.87' 193.14' STATION 57+00 TO 72+00 28°24'08" 350.00' STRUCTURES #1 THRU #9 & #56 ■ 4-00 AS -BUILT PLAN AND PROFILE O 11-00 AS -BUILT STORM PROFILES 274.08' C8172°5027" 140.W' 422.33' 2237.96' S 47'56'46" W STRUCTURES #10 THRU #13 C9 STATION 72+00 TO 83+00 S 39"31'29" W 30322 C10 80"2723" 120.00' 168.51' 101.51' S 77°17'44" W 1555.00' ■ 12-00 AS -BUILT STORM PROFILES ■ 5-00 AS -BUILT PLAN AND PROFILE 65`56'28" STRUCTURES #20, #24, #26, #30, 138.11' 77.84' STATION 83+00 TO 98+00 118,50'10" 136.00' #32, #42, #42B, #46, #50 AND #54 ■ 6-00 AS -BUILT PLAN AND PROFILE 814,28' 601,54' S 52'0724'E 696.39' STATION 98+00 TO 113+00 131.63' 69.11' S 24'0324"W 128.55 ❑ 7-00 AS -BUILT PLAN AND PRtOFILE 218.93' C17 26`2274" STATION 113+00 TO 128+00 136.86' C18 31`2927" 500.00' 274.81' 140.97' ■ FILLED BOX INDICATES DRAWING INCLUDED IN SET KIRK H 1...,! CG H E,S AND AS S►OC IATES LAND S U RV E"YO RS AND PLANNERS 220 EAST H+GH STREET OHARLOTT1ESVI LLE, VA_ 22902 (434) 296-6942 PLAN AF'RRO\/A�L DATEa JUNE 1 1, 2003 ASBUILT SUR VE'Y DATE: JUNE 14, 2007 TK 0p I U G., V. "M1 HUGHES NO. 1458 �l9Nb SURVE�o4 CENTERLINE LINE TABLE NO. BEARING DISTANCE L1 S 38°2828" E 24.81' L2 N 62°28'34" W 13.71' L3 S 37`04'02" W 9.53' L4 S 53'51'34" E 11.80' CENTERLINE CURVE TABLE NO. DELTA RADIUS ARC TANGENT CHORDBEARING CHORD C1 46°2396" 450,06 364.37' 192.84' N 67'4022" W 354.50' C2 35`18'48" 535.00 329.74' 170 29' N 73`1246" W 324.54' C3 18°50'50" 750.00 246.71' 124,48' N 64'5847'W 245.60' C4 23°1350" 700.60 283.81' 143.88' N 86'01'07" W 281.87' C5 51`3249" 400.00' 359.87' 193.14' N 71'51!38'W 347.85 C6 28°24'08" 350.00' 173.50' 88.57' N'60'17*17" W 171,73' C7 28°5120" 550.00' 276.99' 141.50' N 60'03'41"W 274.08' C8172°5027" 140.W' 422.33' 2237.96' S 47'56'46" W 279.45' C9 155'59'53" 155.00' 422.02' 729.16' S 39"31'29" W 30322 C10 80"2723" 120.00' 168.51' 101.51' S 77°17'44" W 1555.00' C11 90155'36" 120.00' 190.44' 12196' S 08°2346" E 171.07' C12 65`56'28" 120.00' 138.11' 77.84' S20 '5320, 20'5320" E 130.61' C13 118,50'10" 136.00' 282.08' 230.13' S47�20.11'E 234.17' C14 109'15'44" 427.00' 814,28' 601,54' S 52'0724'E 696.39' C15 43'05'50" 175.00' 131.63' 69.11' S 24'0324"W 128.55 G16 85°01'00" 162.00' 240,38' 148.49' S 03'05'49" W 218.93' C17 26`2274" 300,00' 138.08' 7028' S 26"139d" E 136.86' C18 31`2927" 500.00' 274.81' 140.97' S02"42'16"W 271,36' C19 61'1893" 330,00' 353,12' 195.59' S 49°06'16" W 336.51' C20 96"56'57" 200.00' 338.42' 225.86' S 31'1 7'04' W 299.46' C21 58°2891" 350.00' 357.17' 195.89' S12°0241'W 341.87' C22 37`00'55" 150.00' 96.91' 50,21' S 59"4775" W 95.23' C23 33`09'39" 300.00' 173.63' 89.32' S 61 °4253" W 171.22' C24 39`18'04" 250.00' 171.48' 89,27' S 25°29'02" W 168.14' C25 21`28'16" 550.00' 206.11' 104.28' S 16°34418" W 204.90' C26 28'40'40" 800.0,1 400.42' 20450' S 41 °3036" W 396.25' LEGEND: FT1 = TELEPHONE BOX © = TELEVISION BOX ® = TRANSFORMER 0 = STORM SEWER MANHOLE D/E = DROP INLET CD -1 = UNDERDRAIN --- -- = GRASS LINED DITCH 2p = RIP RAP NOTES: SWM/BMP = STORMWATER MANAGEMENT EASEMENT 1.) AMBROSE COMMONS DRIVE AS SHOWN HEREON IS A 50' RIGHT OF WAY, DEDICATED TO PUBLIC USE AS SHOWN ON PLAT RECORDED IN DEED BOOK 3128, PAGE 592. 2.) BENCHMARK DATUM: U.S.C. & G.S. BRASS MONUMENT "MOORSE 1965" ELEVATION = 511.78' (NGVD 29') TYPICAL ROAD SECTION ROAD CLASSIFICA TIONS DESIGN ROAD PAVEMENT DESIGN Q U VPD SPEED PVM'T. WIDTH A g fC B' B/C R/W - R/W STA. TO STA. (MPH) SUBBASE BASE SURFACE (EAP -- E P AMBROSE COMMONS C OF ALL 500 20 6" 21-A 3" BM 25.0 1.5 SM -9.5A 20' N/A 50' 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10, PA V DESIGN MAY BE REVISED DUE TO SOIL COND177ONS AT TIME OF CONSTRUCTION. 2 A PRIME COAT SHAQ BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH VD.O.T. STANDARDS POINT OF FINISHED GRADE I RfW 25' Cl 2,5' R/W *NOTE: STA 48+00 TO 52+00 RIGHT SIDE 1.5' MIN. DITCH DEPTH SURFACE 47' GUARDRrL STANDARD MIN 1/1. 7 1 (WHERE REQUIRED)i �'.,, q -•'i °o° ° coo ° o°o ,J 1 BASE 1 i 1.0 SUBBASE 1.0' JO' 10' g al 1 50' I HALF SECTION IN CUT HALF SECTION IN FILL (7S -EE BELOW FOR DITCHES IN FILL SECTION) NOTE' WHERE DITCHES. ARE DEEPENED TO TYPICAL ROAD SECTION ION ACCOMODA7E CULVERTS, THE SLOPE SHALL BE MAINTAINED 0 7.• 1, THEREBY NO SCALE F7H�T0Fo°NURERTHAN2' M CIL. (AMBROST 6'0ff 10jV DRIL'Z) RfI w 3.5' 1 4.0' 1 UTILI 12 1 CONC. SIDEWALK 1 1 12:1 1.0' RfW ROLL -FACE 1 ROLL -FACE CIL POINT OF CURB & GUTTER "?7' FILL jCURB & GUTTERI FINISHED GRADE *4' CUT EXISTING GROUND SURFACE SHOULDER 12.1 0 .0> 000 9 $ ° R»vo&oaP o o g 9900 i00 00- 1 BASE --I 23' I SUBBASE 29'1 50' HALF SECTION IN CUT HALF SECTION IN FILL (TYPIC�IL R014.P S.�'CTION� NO SCALE .Rf,?.,%ETOP DR_fV ' (fOSBY ffOUYVFAIN AS U8PIUI,SION) I I R/W R/W 1 55 I 55 I 1 1 1 * SEE PLAN VIEW i 1 FOR GRADES IN CUL-DE-SAC. 1 C L FOR PAVEMENT DESIGN 1 / SEE ROAD CLASSIFICATION TABLE I EXIS77NG GROUND 1' -_ 1 1.0' MIN. t.5' 4' 35 35'' ~ 4' HALF SECTION IN CUT HALF SECTION IN FILL CLT.L-,9E-,S,1 C TYPIC -11 SECTION NO SCALE D.B. 3128, PG. 592 (PLAT) S/E = SLOPE EASEMENT D.B. 3128, PG. 592 (PLAT) D/E = DRAINAGE EASEMENT D.B. 3128, PG. 592 (PLAT) 2p = STORM STRUCTURE NO. X = ASBUILT LOCATION POINTS 1.) AMBROSE COMMONS DRIVE AS SHOWN HEREON IS A 50' RIGHT OF WAY, DEDICATED TO PUBLIC USE AS SHOWN ON PLAT RECORDED IN DEED BOOK 3128, PAGE 592. 2.) BENCHMARK DATUM: U.S.C. & G.S. BRASS MONUMENT "MOORSE 1965" ELEVATION = 511.78' (NGVD 29') TYPICAL ROAD SECTION ROAD CLASSIFICA TIONS DESIGN ROAD PAVEMENT DESIGN Q U VPD SPEED PVM'T. WIDTH A g fC B' B/C R/W - R/W STA. TO STA. (MPH) SUBBASE BASE SURFACE (EAP -- E P AMBROSE COMMONS C OF ALL 500 20 6" 21-A 3" BM 25.0 1.5 SM -9.5A 20' N/A 50' 1 MIN. PAVEMENT DESIGN IS BASED ON A MIN. CBR VALUE OF 10, PA V DESIGN MAY BE REVISED DUE TO SOIL COND177ONS AT TIME OF CONSTRUCTION. 2 A PRIME COAT SHAQ BE APPLIED BETWEEN THE AGGREGATE BASE AND ASPHALT COURSES IN ACCORDANCE WITH VD.O.T. STANDARDS POINT OF FINISHED GRADE I RfW 25' Cl 2,5' R/W *NOTE: STA 48+00 TO 52+00 RIGHT SIDE 1.5' MIN. DITCH DEPTH SURFACE 47' GUARDRrL STANDARD MIN 1/1. 7 1 (WHERE REQUIRED)i �'.,, q -•'i °o° ° coo ° o°o ,J 1 BASE 1 i 1.0 SUBBASE 1.0' JO' 10' g al 1 50' I HALF SECTION IN CUT HALF SECTION IN FILL (7S -EE BELOW FOR DITCHES IN FILL SECTION) NOTE' WHERE DITCHES. ARE DEEPENED TO TYPICAL ROAD SECTION ION ACCOMODA7E CULVERTS, THE SLOPE SHALL BE MAINTAINED 0 7.• 1, THEREBY NO SCALE F7H�T0Fo°NURERTHAN2' M CIL. (AMBROST 6'0ff 10jV DRIL'Z) RfI w 3.5' 1 4.0' 1 UTILI 12 1 CONC. SIDEWALK 1 1 12:1 1.0' RfW ROLL -FACE 1 ROLL -FACE CIL POINT OF CURB & GUTTER "?7' FILL jCURB & GUTTERI FINISHED GRADE *4' CUT EXISTING GROUND SURFACE SHOULDER 12.1 0 .0> 000 9 $ ° R»vo&oaP o o g 9900 i00 00- 1 BASE --I 23' I SUBBASE 29'1 50' HALF SECTION IN CUT HALF SECTION IN FILL (TYPIC�IL R014.P S.�'CTION� NO SCALE .Rf,?.,%ETOP DR_fV ' (fOSBY ffOUYVFAIN AS U8PIUI,SION) I I R/W R/W 1 55 I 55 I 1 1 1 * SEE PLAN VIEW i 1 FOR GRADES IN CUL-DE-SAC. 1 C L FOR PAVEMENT DESIGN 1 / SEE ROAD CLASSIFICATION TABLE I EXIS77NG GROUND 1' -_ 1 1.0' MIN. t.5' 4' 35 35'' ~ 4' HALF SECTION IN CUT HALF SECTION IN FILL CLT.L-,9E-,S,1 C TYPIC -11 SECTION NO SCALE 20'D/E SWM/BMP 20"A� ESS E SE LOT 38 A NT PI Sto 55+04.22 'j 7 `4 W gg A,- iO, LOT 33 4A _N gg �""n Mal, SWM/Bm 04 P 31 1'- #2 S /BMP a Of 3 3 F27 SWM/BMP ACCESS F281 77 EASEMENT VDOT SIE & D/E 1� So 02N '00VA01' 10 F2_51 AV ?G F26 . ...... . .. �st, = 44+17.46 _VDOT S/E & D/E m > < L 0 T 2""' LOT 1 .... . ..... .. ........ ...... . . ... --- -- ----- . .......... .. ------- ---- ---- -- . ......... 595 ..... .... . ---- ------ ---------- ----------- - i i ---------- 4 590 --- ----- --- ------ ---- ---------- -------------- - . .. ..... .... ..... ...... j . ......... ........... . 585 ------ - --- V ............ .... ..... . . ...... �1.1.1--l�..��,�.�-1-1�"..-."�,�-"-� . . ...... ....... ......... . .. . . . ...... . ...... .... 580 -------------- -------- -- - ----------- -------- ...... ---------- - ---- ------- ......... .. ......... .. ... 7- ------- -- -- - ------- . ......... ----------- - ------ . .. .... ...... 575 ------------- -- .. . ... ........ ....... ---- - ----- - --- ----- .. . ..... ...... - ------- ........ v.- .. ....... .. ... . . .......... . - -------- . .... ........... . . ... ...... ...... 4 ...... . ..... 570 F - - --- ----------------- - --------- - ----------- 565 ------------ ----------- -------- �,_ - ---------------- - -- ------ ------- -- -- --- .. ... ..... + ---------- ..................... 560 4 . ... ... - - - ---------- -- ------ - ----- vpl" - - -_-_ - ----- -GO t ........ _P_ ----- ------- . ..... + - - ............... 555 .. .............. --- -------- - --- ---- . .... .. ---W RVE ------ -- I—A.W00- i---------- CL 550 - - - ------- J.... . ... ..... ---------- ------------ 545 ------- ........ . ... . .......... ....................... ....... ........... . ... 7 ­ At— Z- > Lid - -- -- - -------- .... ....... ---------- .............. T-------- A- .. . .......... 7., .............. . . ....... 540 ------ .. . . . ......... . ...... ... . ...... ............. -- ---------- .. ........ ........... - .. ...... . .... ------ . . ...... ------ T, ---------­------ J_ ------- -- ........... . ....... ... - ------- 535 --- -------- 0 ... .. ..... - ----- . ...... ... . ............ ...... . VP4 530 4, .... ..... ------------ ---------- ---------- ---------- -- i U-) . . ............... ------- -------- I--- -CUR" ---- ------- .. . . .......... .. . ....... - ------- --- ------- K 525 -J& �4 - - -------- ......... ... .......... .. ... ........... j --- ----------- -- ------- - 4, --- - -------- (n Lu . ......... 520 4- .... ..... ....... . .................... . . -------- . ..... ------ - --------- - ------ .... . ..... ---- ----- -- - ----- - VP .j El ---- --- ------- 515 T _-.1-l__._-_11 ­�­11_1­11.­.­ . ..... _J� _528_48___-___ -------- ------------- .......... .... ....... .. . .... ....... . ............. .... ...... ........... .. ADU R . ... ...... -- - - - - 510 --- ----- -- - .......... ---------- + . . ...... . .... ...... . ..... E., _2,$0 _4 .... ........ ------- ......... . . 4-1 505 ----------- w, . ....... .. ZD Jr ----------- -- -------- --- - -------- W, co co F Lo . ....... - 500 . ........... 43+00 44+00 4 46+00 47+00 49+00 50+00 52+00 Ram 55+00 56+00 VDOT 6.` S/E & D/E 0 T"' Slg"§�, giv� v VDOT . .. ..... .. S/E & D/E LOT 5 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 ('434) 296-6942 ui < z z 0 (D > co > Z > z D 0 < Lu w z v 0) w m u 595 590 I If 585 580 575 k.. CL_j FILE NO.: 565 2005-198 560 SU RVEYS"2GOI - 1 32V\S B U ILTS \RCP0200l.DWG 555 0 r� A 01 CL 535 PLAN DATE: ASBUILT SURVEY DATE: 530 JUNE 14, 2007 ASBUILT REVISION DATE: 525 520 515 SCALE: HORIZONTAL: 1"=50' VERTICAL: 1 5' 510 SHEET TITLE: AS -BUILT 505 PLAN AND PROFILE STA: 43+00 - 58+00 500 58+00 - SHEET NO.: 605 VDU I !se's; /4 -e R, 0 S/E & DIE ZQ If % 20' DIE SWM/BMP 50' ACCESS ', EASEMENT Q) ri VDOT M VDOT S/E & D/E S/E & DIE PI Sto = 59+19.7 58+00 AMBROSE 50, COMMONS DRIVE 3128R/W , P)G. 592 (PLAT) VDOT SIE & DIE LOT 6 59+00 61+00 62+00 20' DIE VDOT PI Sta = 63+31.18 D \< S/E Sc& D/E �p 2., 32 31` DIE Z9 M, VDOT S/E & DIE )IM /Lu I 0 RV 64+00 65+00 MEN." VDOT S/E & DIE RM 67+00 VDOT —'----S/E & DIE DRIV6�A y o '�. \ l � �Y 0 68+00 70+00 71+00 605 600 595 590 585 580 575 570 56, 560 555 550 545 540 535 530 525 520 515 ai KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 FILE NO.: 2005-198 DWG. NO.: SURVEYS\2001-132kASBUILTS\RCP02001.DWG (A po 0 uo PLAN DATE: JUNE 11, 2003 ASBUILT SURVEY DATE: JUNE 14, 2007 ASBUILT REVISION DATE: SCALE: HORIZONTAL: 1"=50' VERTICAL: 1" = 5' SHEET TITLE: AS -BUILT PLAN AND PROFILE STA: 57+00 - 72+00 SHEET NO.: al PI Sto = 75+81.79 \ 625 620 615 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 535 1530 I 1 .4 VDOT MOP- S/E & D/E M — --------- ;�; Stu VDOT S/E & D/E X ♦ LOT 11 ♦ yl LOT 10 PI Sto = 82+28.79 40 �� ,� � �r :. ♦ Q ���" `� / VDOT 90 S/E & D/E No d9p 10 PI Sto 77+80,28 ;u LOT 8 m 73+00 74+00 —VFDOT S/E & D/E 75+00 XOffiffs' 76+00 77+00 - ---------- 79+00 80+ 00 82+00 84+00 85+00 87+00 625 620 615 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 < z (D > U) > z LiJ 0 r) c) v LLJ w z vi w 00 0 FILE NO.: 2005-198 DWG. NO.: SURVEYS\20011-132kASBUILTS\RCP02001.DWG • PLAN DATE: JUNE 11, 2003 ASBUILT SURVEY DATE: JUNE 14, 2007 ASBUILT REVISION DATE: SCALE: HORIZONTAL: 1"=50' VERTICAL: 1 5' SHEET TITLE: AS -BUILT PLAN AND PROFILE STA: 72+00 - 83+00 LOT 3 8 \ ❑�\, \ $2x��� VDOT SIE VDOT S/E & D/E 2Q' DIE F351 F3_81 1 F3 7 1 VDOT 1 ` �� /E & D/E olos 20' D/E I;pp F3 31 oG I 1 .4 VDOT MOP- S/E & D/E M — --------- ;�; Stu VDOT S/E & D/E X ♦ LOT 11 ♦ yl LOT 10 PI Sto = 82+28.79 40 �� ,� � �r :. ♦ Q ���" `� / VDOT 90 S/E & D/E No d9p 10 PI Sto 77+80,28 ;u LOT 8 m 73+00 74+00 —VFDOT S/E & D/E 75+00 XOffiffs' 76+00 77+00 - ---------- 79+00 80+ 00 82+00 84+00 85+00 87+00 625 620 615 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 < z (D > U) > z LiJ 0 r) c) v LLJ w z vi w 00 0 FILE NO.: 2005-198 DWG. NO.: SURVEYS\20011-132kASBUILTS\RCP02001.DWG • PLAN DATE: JUNE 11, 2003 ASBUILT SURVEY DATE: JUNE 14, 2007 ASBUILT REVISION DATE: SCALE: HORIZONTAL: 1"=50' VERTICAL: 1 5' SHEET TITLE: AS -BUILT PLAN AND PROFILE STA: 72+00 - 83+00 615 610 605 600 595 590 585 580 575 570 565 560 555 550 545 540 535 530 525 r52 0 PI St, - 88+82.28 3 -�-, . _ _ _ LOT 30 T f LOT VDOT S/E "77-:7777-- g ------------- L -7 L LOT 29 1- 21 g" 5 ----------- 20'D/E oMmoNS AMI 3ROSRz EC ............. PI Sto 99+8430 M sk 50 RNI PG_ 592 (PLAT) VDOT PI Sta 93+48.77 SIE . . . . . . . . . . C42 B 4- A\ 4?A % TPArT ............. ll's-�-"y� 'M g M VDOT S/E R V 'q �X .._ LOT 10 My DR. 260, PG. 415 S/E & D/E D.B. 16162, PG. 700 (PLAT) VDOT ol % LOT 11ASW py 39...Efo 1 PP� F43] Nc K2 J\ k F441 Ai VDOT S/E & D/E 46 PI Sto = 95+59.79 -- ------------ . ..... . ........... . . .... ----------- -------- ...... .... . . ..... . . ...... f .... ...... .. ... ..... ........ 1QO....... ... . 90+00 1-1-9-1 93+00 97+00 98+00 615 610 605 600 595 590 585 580 575 570 565 560 555 550 545. 540 535 530 525 520 KIRK HUGHES ASSOCIATES LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 FILE NO.: 2005-198 DWG. NO.: SURVEYS20,01-1321ASBUiLTS\RCP02001.DWG 0-8 312,61VO&PI PG PLAN DATE: JUNE 11, 2003 ASBUILT SURVEY DATE: JUNE 14, 2007 ASBUILT REVISION DATE: SCALE: HORIZONTAL: VERTICAL: SHEET TITLE: AS -BUILT PLAN AND PROFILE I I STA: 83+00 - 98+00 M KIRK HUGHES ASSOCIATES X, xt LAND SURVEYORS AND PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA. 22902 (434) 296-6942 A, 20'D/E VDOT S/E & D/__� PI St(3 1 E X CV z rc D ItF10 PI Sta 103+91.16 20' D/E _,OMMON AMBROS- DRIVE 5 vv 0' RT (PLAI) D.j3. 312s, PG, 592 OD Of S/E /E E .0 Ln VDOT S/E & D/E z /><\ X/ x z :D X 120 0 \V/ X� > u Lli /X, PI Sto 99+84.70 x Lli x><\ 1XI . ......... ........... .............. ... ... . . ...... ... . ........ ..... . .... . ......... . ... ........ 635 ---------- - ------ -------- 635 . .......... - -- ---------- ----------- ----------- ---- ----- . . . ......... ------------ .. ........ -- --- - ----- ---- - ------- ----------- ------- 630 630 ---- ----- ....... . ... ...... ------ ............. . . ........ -------- - - - -------- ---------- ...... ----------- ------- - - - 625 625 --------­-- ------ . ....... + -------- ..... -------- �. ----------- - .... ..... - ------- ­- - - .. ...... .................. ----- ­­ ....... 4 620 620 .. ........... .. + .. ...... ... ... .... .......... .... .... ........ .......... .... . .. . ..... 615 --- --------- 615 .. ........ .... ....... . .............. ........ . .. . . 610 610 - --------- . ..... ------ -- - ---- ---------- . .... ........ ... - - - ----- FILE NO.: --- ----------- ---111. - ____ I . ........ -------- --- — ------ I---------- . ........ 605 605 2005-198 I------ ..... ...... 15LM, EL_ .. ... ........ ....... ------------- -------- - -- - - ------ DWG. NO.: 600 600 . . . . . ...... ...... . ... ............ . ... .. . ......... ---- -------- . .... . ...... ... . . . . . ........... . ......... . . .. . .. .. ...... SURVEYS\2001-132�ASBUILTS\RCP02001.DWG .. ............ ........ . .... .. ... -- - ------ - ---- ------ . ... ... ........ .... ------- . .... ..... . . .. ........ ......... . .. ... ...... . ........ 595 595 .... ........ - - - ------- . ........ 590 590 -- - -------- - ---------- . .... .... ....... ........ ............... r 585 10- 585 ......... .. .... ...... ..... . ...... -L--5 97 ----------- . ....... ---------- ---- ---------- ---- - ------ -------- .................. ------------ ....... .... .......... . ............ ....... . .. 11.11 __ ­­ i t I ­. - -- ---------- - ... .... ... 580 580 cj2, ........ . ................ . - __ - ....... ...... .... I............ ... 6 ........... ..... ..... --- - ------- 7 .......... . .. ..... ....... - 575 .. .......... .. - - ----- ---------- ... ........ .. 575 to PLAN DATE: ... .. . .... . . ....... .. . ........ . .. ...... . ...... ---- - ----- ..... . . ...... .. ...... .. -- - - --------- JUNE 11, 2003 ------- - - ----------- Ill . ......... 570 . ........ 570 ASBUILT SURVEY DATE: > > ------------ ....... ---------- ------ ..... ...... to .......... JUNE 14, 2007 .... . ..... ..... - - ------- - �4 ------------- - -- ----- ------ ---- -- ----- . ..... 565 ASBUILT REVISION DATE: 565 -------- ---- --------------- \ .. ...... . . --------- -_------- 560 ----- ------ 560 ------ .......... ------ -- ---- ----- ......... .... .. - - - ------- ...... .... . C) ............ --- ----- - . ...... .. . . .... ---------_ _ , - --1-1- — — , ­ --- -, -11 w ISCALE: 4 555 555 II. ...... . .......... . . .... .. --- ------- . ... . ..... . . . ....... . ........... ... . ...... HORIZONTAL: 1"=50' VERTICAL: 1 5' .... ...... SHEET TITLE: ...... 550 550 ----­------­--- - ----- LL I.... ... ......... . ........... ... ...... ..... ... . z .. .... ... - - - - - - IALS—BUILT .. . . ....... . . . . . . . . . . . ...... - ------ ............ - - ----- . ..... ..... ...... 545 I , __ ��j , 545 .... ...... .... ......... PLAN AND PROFILE ....... .... � -------- - - ......... ------ . ...... ------------ ... ....... . ... ....... cl) STA: 98+00 113+00 ­­ ------ 540 54 _- -- ------ . ........... 0 �O+ 98+00 + 100+00 101+00 103+00 104+00 1 0 106+00 107+00 1 09+00,- 110+00 111+00 112+00 113+00 SHEET NO.: 6-00 575 575 KIRK HUGHES �C' �N 545 545 c� Ui ) V) 0 � cv J NMS, p �� tQ� ASSOCIATES 52Q �"��,�� 520 d-u� m M `� `n r� O 570 570 540 N 1 z > Land Surveyors and Planners 00 00 c� N ) _ 0 j , Z00 � � 220 East High Street Q~ ck� i` U' ~ZZ O O Charlottesville, Va. 22902 �s�n��. z rr'`n Ln C) 540 N N 540 v v oZ m z z z O Q >n > I.() Lo Q p Lq t0 434) 296-6942 515 �- 0 515 co Ln �~ 535 535 565 J 565 �zzz pZ n d0 U O Oz OZ 535 535 C0 € � 5CP � 3 560 560 5101-510 530 33. 00 L � 530 530(�C"Cc�, //N4505 " " "�505 525 525 555555 A' ate."- «'�`r`� tK ,� tV ty p� • �.°" h O� pin 3 04 LO 525 525 �D STR.31 500 Q 500 0 `n?O 520 520 o> a» STR. 25 55a 55a 4 STRA �Z ®Zz O 520 520 547.3' 495 fv 495 4 515 O� 515 545 545 V 4S .1� 5, r7 r Z cv L p cy 515 p 515 1 TO U`�'u�-t '� L 490 490 535 aX 535 -40 510 510 00 M N > ® U C) Lfl - COQ 510 510 LO LLL L � L0 Lo STR. TO OUTFALL LO 485 485 530 530 1+00 2+00 3+00 > Z STR.24B 00 00 CW, Q)0 o M N t620ILEDf `� .to p 620 480 480 525 525 �; �, to •—� 34 1 +00 2+00 3+00 O t7 M Lj M d 479.3' OF)'CP Ln LnQ t° ? 0 ryc- > r7� r T ST 24 T� T 4 1+00 2+a0 � � ozz V S'T. 20 1 O [i ALL 585 585 615 615 Lij / 00 ct) o') N 0') N 0-) CO LO LO In Ln LO STR.49 580 p , 580 610 610 0+00 1+00 2+000+00 1+00 ° z� '40.4 OF 15 C.+P 3.71 ° � M a, LC? Z N — 575 ' 575 , 575 (q� r 575 605 a� 605 � 0Lo 000 ~— cLO LU 00 �oi-,, MM Q�j 00 �O NSM (om{— tf)D M 17 , �d Ln 0_0 �� Q� �� �c LnZ ��� fa;r c. m o — — Cr to to+ r7 r E- `{ i cry 0 — z Z 570 _ �`o�� 570 580 580 735 ` _o O 570 570 600 "� 600 Q �zzzV, V)t-__ cnv)r-_ U c� v ca w 44.9' OF 5" RCP 0 15.37% 565 565 575 ¢ co 575 730 7 565 565 `595 595 m N T . 41 O a 0 File No.: .. p> 2+005-009 Y) F- c — �r z M STR. 45 Suneeys12005-K}09\Asbuilt\g5f3o9-03.dwg 560 560 570 a n®c0� 570 725 725 X560 ,, 560 '590 590 b L .4 co co ' 28.4' OF 15 RCP g 1,76 00 ' Z Z O '5.00 L. �7.`�' F 15" RCP ®3 69 j pZZ> 3. (10 (10 �zzz 51N CL. III RCP 555 555 565 565 720 720 555 555 585 585 -� STR. 9 STR.43 STR.57 STR.4A 550 550 560 560 715 715 550,... 550 580% 580 C,a >, 4 4--e�m- � 49.5' 0 15" RCP 18.16% C4570 15" RCP 2.88% EW s 13 42.'OF15"RPt�8.81%�" ('!545.5""' ._g1 III RC ,., Plan Date: ��� 546. 6 June 11, 2003 545 `575 575'7 575 Asbuilt Survey Date: 545 545 555 555 710?`!�710 545 , June 14, 2007 707.9 Asbuilt Revision Date: 540 540 550 550 705 705 540 540 570 570 Scale: Horizontal: 1"=50' Vertical: 1" = 5' 535 535 545 545 700 700 535 535 565 565 Sheet Title: AS -BUILT TO �g �r r�r �} �^g �r �y �+ rjr�9 � rr�r �g 7- 3TR I�RC�FILE . 42 T O T A �] 1 ST1 . 0 T � 0 �/ ��� ,�.J T . 46 11 � ��� rJ R. � 1 Cl t.J 1 AL STRUCTURES #20, #24, #26, #30, #32, #42, #4213, #46, #50 AND #54 N QC O 1O O 0 M C3� d I I�} N M C� N O N N p M O O Ln Sheet No.: M It r- d 00 ti) co O M Ln v O co Ln ( co d "t LC) Ln co i O O N N 00 h co Ln d d a7 00 00 r Ln Ln Ln Ln Ln Ln Ln � Ln Ln (� ( 1 Ln Lr) L) Ln Ln LO Ln Ln Ln Ln Ln Ln 0"Loo 2+00 1+00 0+00 0+00 1+00 1+00 2+00 2+00 1+00 0+00 2+00 1+00 0+00