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SUB200400188 Plan - As-built Road Plan and Comps. 2005-04-13
HORIZONTAL CURVE 3 D = 27'58'43" yob i T = 74,74 300.0065.38' 60" RCP @ 3.7% 0o J L = 146.50 Inv In = (543.65) D Inv Out (54125) Drainage /may C 145.04 age Easement CD N 12'2852 W CULVERT A HORIZONTAL CURVE 1 PI Sta 22+45.43 All @ D 20' Drai 34*24'24" no e Easement / / Inv In 5" Lot 21 LD B 3074-166 Inv Out T = 216,73 Al R = 700.00----------J , / / o / L = 420.36 ------------- b C 414.07 Drainage Easement CD N 0242341" W A- DB 3381-79 PI Sta 12+66.12 EOP )Adjustment to 20' Road Width. goo *00 See Typical Section Detail. C �ci oinage /--20'. Dr Basement CD goo JDB 3074-166 17 Stop/5i C) . — -4 CD 00 cc own EC -1 Street i f 7 SIZ) CC A Drainage Easement CP OSS C 9 C3 P 4_ Iwo* Llc Lot 10 �RAYS 0� PtJ C B HORIZONTAL CURVE 2 301. Drainage Easement D8 3074-1661 Speed Limit Sign -1z D, = 21'06'22" L 0' Access Easement T = 55.89 JDB 3074-1661 R 300,00 CULVERT B L 110.51 Stormwater C 109.89 Management CD N 09'02'42" W Maintenance Easement Drainage Easement JDQ 33 PI Sta 20+45.02 M�M81 =-79 Lot 3 AS -BUILT DRAWING Access & Maintenance Easement OB 3074-1 AV E61 \`•\ \ \\\ / i r 0 -� MtFARtu D I D U' %® OMINION DEVELOP MEN'S MILLER T T MRY 065 RESOURCES, LLC. LieOTH . NoA. 2 172 SOUTH AN TOP DRIVE C& 0 0 HARLOTTESVILLE, VA 22911 441VD Sqp4Sj0 DATE 0-7-00 REV 8-21-07 REV 9-4-07 REV 12-11-07 0 Lot 8 20' Drainage Easement JD8 3074-166 50 0 50 100 150 SCALE:1 50' 630 620 610 600 580 Ln 00 570 560 550 I o C) CD C5 E Q) 0 L CD z: > q) 0 Q) V) o V) .S� S�� E-1 Z, co 0 CIL Sheet No: O O T-1 ..REF -LR TO RB Lot 8 20' Drainage Easement JD8 3074-166 50 0 50 100 150 SCALE:1 50' 630 620 610 600 580 Ln 00 570 560 550 I o C) CD C5 E Q) 0 L CD z: > q) 0 Q) V) o V) .S� S�� E-1 Z, co 0 CIL Sheet No: ov, TA 00 0 All N Y RAY MILLER a� Lic. Na. 2065 g � lk 44ft St4R°6� �0 .Lot 34 AS -BUILT DRAWING PREPARED DOMINION DEVEL ENT RESOURCES, LLC. 172 SOUTH PANTOPS DRIVE CHARLOTTESVILLE; VA 22911 DATE 0-7-06 REV 6-2I-07 REFER TO R9 REV9- -97 0 ®° ' c.� - a�11111, --� �' �`' .: e °°" CC 95,49' - 42" RCP 6 0.95% ♦ o ---'' 55�5�, .- o c; - Inv In = {550.94} REV 12-11-07 �. -- ° SCC -a, ,�, �0,1 Inv out = {550.03} 100 �.. ,, ♦ .r- ' 45' Drainaage Easement 00 CDB 3522-36 Lot 10 i i i Access & Maintenance Easement DB 3074--166 I CULVERT`D SS�} r ' „ cj,ll HORIZONTAL CURVE 4 1 �v� Inv In sVY/ E-5- �ci �-d f„ ; f D = 19°18'42" \ _ �� Inv Out -} �, T = 136.11 F A ' PUBLIC B R- 800.00 HORIZONTAL CURVE 5 b L = 269.64 1) = 29°01'21" -• T = 207.06 C = 268.37 �\ R = 800.00 CD = N 16°4853" W L = 405.23 \\`�� �c PI Sta = 32+07.10 w , , n, 00 Nnf 17 00 � � z � z a� v � •o CL — i= v cn ii 0- � 610 m m -0 Q) C� C:) o U ct P� r. 600 00 Nnf 17 00 � � z � z a� v � •o CL — i= v cn ii 0- � 610 m m -0 Q) C� C:) o U ct P� 00 Nnf 17 00 C- V) c�a 620 — i= v cn ii � 610 D C� C:) ct P� 600 590 Z _ 570 a 560 04 Cd 550 �= � v ^� o 540 Sheet No 00 Nnf 17 00 CULVERT E Inv In = 5566-3 W/FES Inv Out -553.58-W/FES (100.00' - 30" RCP U 2.97) Inv In = (556.67) Inv Out = (553.76) CC g (53.66' - 24° RCP 0 1.07.) Inv In = (575.46) Inv Out = (574.90) CULVERT 'El Inv in = -5�F 5. W/FES Inv Out =44W/FES Stop Sign-- crj CC) co co Wo /RAY MILLER a �' Lic. No. 2065 # 14 40D 0 CQ TILT DRAWING c CQ 0 OARED )N DEVELOPMENT OURCES; LLC. I00 i CD = N 52°12'00 E L------------- -- Pi Sta = 47+63.99 � o -CULVERT D ,� �- -- - _ _ r ,, \ , 0 HORIZONTAL CURVE 9 Stop Sign' D. 42'22'48 T 116.30 R 300-00 L 221.90 Sign 20' Drainage Easement C 216,88 CD S 70'28'33" E P1 Sto 59+66.04 HORIZONTAL CURVE 8 D = '70'26'16" IT = 211.77 R = 300.00 L = 368.81 C = 346.02 CD = S 84'30'18" E PI Sto = 55+74-09 Lot 24 HORIZONTAL CURVE 10 D = 24*08'19"' T = 106.91 R = 500.00 L 210.65 C 209-10 CD S 79'35'48" E PI Sto = 63+04.19 ----WOW om om =No C) CD CC yo FRAK')' RIDGE. CROSSING 50' PUBLIC 1W 20' Drainage Easement 20' Drainage Easement IDB 307 Lot 14 AF'ft 'A�, 0/, VA po x\'V 00 # U01al `�_ 6 CO # w Y RAY MILLER Lic. No. 2065 0 20' Drainage Easement 0 0 EV3074-1661 RL� 4ND SUR-41;�kWo r AS -BUILT DRAWING. PREPARED BY CQ C\l 0 ..DOMINION DEVELOPMENT 0 RESOURCES, LLC. 172 SOUTH PANTOPS DRIVE 0 CHARLOTTESVILLE, VA 22911 U-,) DATE 6-7-06 REV 8-21-07 j. N T H 0/_ REV 9-4-07 REV 12-11-07 ILLER CER No. 30542, '101" HORIZONTAL CURVE 11 ................ D = 56'5442" '�S;ONAL T 162.59 00 R = 300.00 ]Revisions: L = 297.99 NO.. HSCRIPTION DATE C 285.89 1: COUNTY CMNTS 2.8.05 CD, N 84'01'01" E CMNTS 3.15.05 1 VIDOT �MNT� PI Sto 66+4435 4 IUNTY CMNTS 00 77- Lot 16 Lot 15 50 0 50 100 150 SCALEJ 50' CD cj b3 E C) F-4 ...... ........ CL �7_ SCALES: ......... . ..... ......... ... ...... .. ...... 1 50' HOR ... ... ..... . 1" 10' VER 630 -------------- --------------------- ...... .. .. . .... ..... Vpl EL 2 604.4 1 . ....... .... ...... .. 620 -LEN 33 - ......... . . *-- CD K (D CD ...... .. . .. . .. ....... . ......... . + C7) + 00 ...... .... . . L( 610 . .. ..... ..... .... .... VER 11 CA- CURVE 12 ... ... .. .... ..... VPI STA 66+05.00", 4., ----- --- - -------- ----- ... ... ... .. .... ...... ......... ... VPI EL 587.17 FINAL' GRAD- -'5.00 .... ..... .. .. .... .... . .. ... ... . .......... . ....... .. ..... ..... ... ... ............. 600 7, . ....... -------------- — - ... .. .... --- - ----- - . . . ....... . .. .. ....... .. ......... . 590 -C! . ...... . .. ----- - - + , .......... .... .... ... -------------------- ........ .... ''Coo ... .... ... < T, .......... < EXIST GRA DE (n LLJ T 0. CL + VERTICAL CURVE,, 580 LC VPI EL 594.67 ..... . ..... > LEN �5.00 Lq ........... K' 64.29,11-11. + + LO Ln . ........ . ......... ...... .. . ........ . .. ..... co + QD ...... .... .... 570 T Vj r ........... ........ .... . . ..... .... .. . ...... ... 560 .. ... . ...... .. ...... - --------------- ff .. . ......... ....... . .... .. ...... .. .. i - " . ....... ... .......... ....... ... . .. . ...... ... ....... ....... .... .... ()(D co co 00 ...... ......... .. 0-) u Ll550' Ll Ll .. ..... ....... ....... LO. ------ - cl� 4- C\l Ln c, j I r� f, ry) 04 cl A L -n i -n 04 (Z� c:) Lc) Lo 0- 4 00 00 C C QQ 42) M (D 0�, 00 G) 00. 00 M , cXD �c OD (DO 06 00 00 0 00 co (Do 3 00 00 00 0 U) (z) c 0) CD..'r. C c) M a-),. Lc) u Lr) Ln c u) C-) Ln cr) 0-) c u Lc) 0 Lb Ln u-) L -n Ln t_n (0 L _n Lf*) Ln Lo LC) Lf') Ln LO Ln u') LC),. n Ln U Lff) LO LO c up Lc) Lr) Lc) I I - 7 + 5 0 58+00 — 8+50 59+00 9 + 50 60+00 0+50 61+0 0 1 + 50 62+00 2 + 50 63+00 3+50, � 4+50 65+00 5 + 50 66+00 6+50 674 57+00 52+00 2+ 5 0 53+00 3+50 54+00 4+50 55+00 5+50 56+00 6+50 CD cj b3 E C) F-4 CL �7_ U HORIZONTAL CURVE 14 T r� D = 25°02'12" Lot t 2 cJ Stop Sign � T = 66.61 r Street Sign R = 300.00 CC �' Q, L = 131.09 C = 130.05 Ul �► '� '� --_ + — ______ — U=' CD = S 35'31'21 f: CD Easement Drainage a i 9 --- CD -1 C, - PI Sto 76+69.41 1 D8 3074-166 �+f / ` m.: o SSC HORIZONTAL CURVE 13 D = 45'00 25� Speed Limit Sign . T = 124.29 00 ®p, L T y 0/ It as 1/ay00 0 r0 V WO Y RAY MILLER Lic. No. 2065 # �. %14 svAW AF AS—BUILT DRAWING cQ PREPARE BCQ L o tDOMINION DEVELOPMENT . RESOURCES,LLC. 172 SOUTH PANTOPS DRIVE LO CHARLOTTESVILLE, VA 22911 DATE 0-7-06�,NtTH o� REV 8-21-07 REV 9-4-07 NOT LL REV 12-13-07 CER No. 30542 Revisions: NO. DESCRIPTION DATE 1 COUNTY QMNTSl 2.6.05 rlwjl� 01111�� CD CD qt � � v v T � m � � T7 tU V v 50 0 50 100 150 c� v SC.AIR-1 go ON 1 550 ff� 530 � . I ff� 510 1 500 ff� LOT 8 Advance Mills Farm Land Trust DD 1973-412 Zoned: RA Use.- Vacant I .. .......... SCALES: ...... 11$ 50 HOR .. ..... .. ...... i 10, VER ... ...... . ...... EXIST G RADE ------ -1 ......... . . .... .. ..... . . . . . . . . .. ....... ... ........ .. .... ...... . . ............. ...... ... .... . . . . . . . . . . . . . . ... ... . .. .. . ...... .. . .... .... - - - - - - ....... .... .......... .... .. ....... .. ... .. 7, ..... ...... .. . . ..... .. . .. . .... .. . .. . ......... T", .... . ...... . - . r__ C_ D ........ .. .. .......... .. ----------- . ..... . + .. . .... ... . . .. . . . . .... . . . ...................... . ... ..... . . ----------- -- ------ - - - - - - - ..... .... .. V) Ld ... ....... ....... ... ........ .......... ... n, A ..... ... ... �,B .S'�� UJILtROAD..'.' . ......... .. . ... . . ...... .. ..... .... .... . ........ . . ....... co -,:I- ... .... .... .... ............ . n Z z z ---- ------ - ---- . ............ CL, ... co.. L . ... ...... ... ... . ...... n- ...... .. Q0.. . . .... .. .... ....... . .. . . .......... . .. ..... ... .. 00 4 ------ ---- ------- rR OF T LE -FROM R'U' CL TOPO 9 21�8_11�1 L.Li .. ..... ...... .. ...... ... ....... .. ------------- ... ...... . .. .. ....... 4`,:� U . . . .. . . . .. . . . . . . . . . . . . . . . ... .... ... .. .. .. ... .. . . .. . . . .. . . . . . . . . . . . . . . Ln ... . ...... ... ......... ... 111.1� I.." - 11 , , " . ............. .... 6 16 ----- ----- -- - - I cn 7 . . . . . . . . . . CD ... . . . . . . .. .. . . ...... -VERTICAL CORVE VPI STA 15 B7+07.40 2. C) LO - - - ------ - - - - - - -- - - 014 ... .......... .... .. ........... . VPI EL 430.86 LO - a-) . . ... . . / U LEN --Try Q0 C-.4 U) Ln, --- - ------ --- - 10 . . ....... ... . ......... .. . 0 C11 -1i - I—- ". ( : -- I — =I-- t 0 -4------------ J cc . . . . . . (D ...... ... CD� - =7 CD m r4 00 ..... ... .. .. . . . Ln U_),I Ln Ln t --n, 141) LC) ----- Ln Ln, L0 ' ' ' ' - -U Ln - - t - 1+50 82+010.- 2+50 83+00 3+50 84+00 4+50 85+00 5+50 86+00 6+50 87+00 7+50 88+00 8+50 89+00 9+50 90+00 0+50 91+00 1+510 92+00 2+50 93+00 3+50 94+00 4+50 80+00 0+50 81+00 UPPR TO - R2 CD = N 59'57'24" E P) Std 17+24.67 Air r, NLTH 0/, lk #(4WQ Y RAY MILLER Lic. No. 2065 09 4 0 0 AS -BUILT DRAWING PREPARED BYRESOURCES7 LLC. L OUL) I n rAIN I uro I)RI v L CHARLPTTESVILLE, VA 22911 DATE 6-7-06 R -21-07 EV 8. REV 9-4-07 Lot 9 REV 12-11-07 50 0 0 1.00 150 SCAL&I 50' Lot 5 21.376 Acs ��Drainoge Easement 2C Drainage Easement K:30��74-1 66 g; Easement )81= )81-5fl1 I Mm cp cy) C) 63 0 E 0 Q) n >1 M M Q) ME 620 < 610 CD C:) bJD 600 ICD 590 0 ,(D 580 Q -,i (TJ SCALES: 570 E-, ...... ..... . ..... .... 560 C) 550 43 .. .. ...... 540 + Nw 1 50' HOR ... ..... . c:, .... .... ... ...... ... . 10' VER 620 T 7� LLJ VERTICAL'CURVE, + ...... . ...... VP1 STA, 12+50M- Lo < CD ......... CD VP1 EL -595.55 + T .. .. ...... 610 M . "'i Lu to < M Ln - Ln C) > LLJ < 4- rl;l >< ljv.vv 00 > . ..... LI) I TICAL. CURVE, �5� (n CL r ..... ....... .. VPI STA 19+65.00 + Ln + Go VPI EL 555.50 cn + ;6 Lc) - LEN 205.85 600 --J �j . .. .... ........ L -J CL_ .... ......... uj 2, On �-7 5.00 . ...... LL o- LL > + 4- CD 590 C)� . ......... I .............. ..... . . ... ....... .. 2 4 7Z < cl- + Ln r) -e= . ....... ... > cf) L�L Lij r-,) 580 --VERTICAL 'JURVE 1 LO CD ... ........ .... .. > n, LO , _S FF 1A,.=;..11+UU._0T + o/ 7r FINAL GRADE 19inn + Ld iFN,- V K ...... Lq VP1 STA 1 54-75'09- ...... Co . ..... .. -AS�BUILT ROAD 570 VP1 EL. 589.30 ... .... ....... LEN l _VERT13AL CURVE 4- ;+ -2.0o K 40.00 V 3TA Pi 17+15.00 Ln + co LC VF1 E LEN L 580.90 12.42 < ui --- con Lu- Ea; Co 560 "n _T_ < I.. ........... . .. ........ . .... .. ...... ---------- ui VERTICAL CURVE 6. VI 'I I A 2+MOC VPI EL 570,50 550 .. ... ......... .......... ...... ...... ............. . . ..... ... . ......... LEN 12MI K :40.00 ..... ...... 540 .. ........ . I (7) I - - I co 00 - - - co co ...... co .... . .. ..... .. ...... co r__ r Ll j Lu tn ........ . ... LA ..... .. tn I Lb ........ Ln co . ... ... Q!J_ 0:) L0 CD M C) M �b + _jQ) ........ .. . (Do C14 -7:,j- -4. ',4 c 0) 00 0 0*) 0 M, 0) 00 c D IM co M, OD 00. 00 CO - OD CO .00 00, OD 00 (� 0 00 00-1.111, , 00 0Q.__ .... ...... . OD 00_ 00 00 r__ UP Ln Lo L(-,) ........ .. In Lo Lc) u L -n Lo In L _n Iu') Ln .1.0 Ln UP Lf) Lo Ln Lp U L0 L(-)' Up Lo t_0 t -n u Ln in Ln II _n 'U.) t_n. Lo Ln Lf) ;7LC) L_n U-) LO u) In Lo Ln u [r) In Ln. I Mm cp cy) C) 63 0 E 0 Q) n >1 M M Q) ME 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 14+00 4+�)u I3+uu D Du I 0 -t uu a_tju I/ u ltju I (0 uu 0 Du I �j uu �j Du zu uu U+ ou zi uu I ) 0 22+00 2+50 2.3+00 3+50 24+00 4+50 25+00 8 o 17 620 < 610 CD C:) bJD 600 ICD 590 0 ,(D 580 Q -,i (TJ 570 E-, 560 C) 550 43 540 Sheet Nw 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 14+00 4+�)u I3+uu D Du I 0 -t uu a_tju I/ u ltju I (0 uu 0 Du I �j uu �j Du zu uu U+ ou zi uu I ) 0 22+00 2+50 2.3+00 3+50 24+00 4+50 25+00 8 o 17 REFER TO R3 la 650 A "I 610 590 96601 570 r U c F(;� 1 1. Lot 3.3 4.322 Acs CD 15' Roadway Drainage Easement 0 LE DEB �8-596 -CULVERT Al Lot 38 Inv In W6 0 W/FES Inv Out 610.75 W/FES 21.191 Acs (75' — 18" RCP @ 7.07.) Inv In = (616.00) Inv Out (611.28) . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . . . . . . . . SCALES- 1 50' HOR ........ ... ....... . . . . . . . . . .. . . .. .. . . . . . . . . . . . . .. . . ... ... . ..... . .. ..... . . . . . . . . . . .... . .... .... . .. .. .. . . .. .. . . . . . . . . . . . . . . . . 1 0 YE R ...... .... ... ---- - --- ------ . . . . . . .. . .. . - - - - - - - - - - . . . . . . . . . . . . . .. . . . . ... .. . ...... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . - - - - - - . . . . . . . . . . . .. . . . . . . .. . .. .. . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . .... . .. .. . .. . ...... ........ . . . . . . . . . . . .. . .... . . ..... . VERT . . .. . .. .. . . . . .. .. . 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[i� V . . . . . . . . . . . . . . . . . 4- . . . . . . . . . . . . . . . . . . . . . . . r - - - - - - - - - - - . . . . . . . . . . . . . . .. . . . .. . . . . . > > . . . . . . . A S 8 U ILT M 0 . . . . . . . . . . . r.., . . . . . . . - -- - - - - . . . . . . . - - - -- - - - - - - - - - - - - ------- -- ---- - - - - - -- - - - -- - ------ - - - - a - - - - - - - - - - - r, rr r r .. . ... .. . . . . . . . . . . . . . L"r 4�D 00 + 00 -- - - - - - - -- - + - - - -- _ . . . . . . . . . . . . . . . . . . .. . . . . .. . .. . . . . . r - - - - - - - - - - - - - - - - . . . . . . . +< C-4 ............ - - - - - - - - - - C�4 , :�� "r ' , r, - , , - L r , , - , . - , r, , . . . . . . . . . . . r + LJJ < < .. .. . . . . .. . .. - - - - - - - - ..... . .... ... .... . . . . . . . . . . . . . . . . . . .. . . - - - - - - - - - - - . ... .. .. .. .. . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . .. ........ .. ... .. - - - - - - - - - - - - - - - - r .. . . . . . .. .... (D .... ... . . . ... -- -- - ------- - - - - - - - - ... . .. . ..... r . . . . . . . . . . . ... .. .. ..... ... - -------- --- . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r. . .. . . . . . . . . . . . . . . . . . f'r . . . . . . . . . . . . . . . . . r-, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --- - - - - --- - - - - - - . . . . . . . . . . . VE R TI CAL r CURVE . . . . . . - - - - - - - - r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v, . . ... . ... .. . . . . . . . . . . ra -- - -- - - - - -- - - - - - - - - . . . . . . . . . . . . . . . . . . . VPI ST!49 .10+60; 00 ---------- - ---- - - - - - - - - - - - . . ...... . ... . .. . ... . . . . ... . . v, . . . . .. . . . ..... . . . . . . . . r LO CD _7VP _lE L 606;07 ---------- - - - - - - - - - - - 9 . . . . . . . . . . . LEN 40; 0 -------- . . . . . . . . . . ... ...... .. ... . . . . . . . . . . . . - - - - - - - .. . .... . .... r" - - --- - - r - - - - - - - - - - --- ---------- K 09 - - - - - - - - - - . . . . . . . . . . . . . . ... . . . . . . - - - - - - . . . . . . . . . . . . . r 99 - - - - - - - - - - - - - - - - - a . . . . . . . . . . . . . . . . . . . . co .. . . . . . . . . . . .. . .. . . . . ... . . r. . . . .. . . .. . . . 9 . . . . . . . . . . . . . 'r . . . . . . . . . . . . . . . . . . . . - - - - - - 9r 9 - - - - - - r 9 .9 . . . . . . - - - - - - r r . . . . . . . . . . . . r . ... . . . .. .. . . . . . . . . . . . . . . . . . . . . . C U VERTICAL RVE ....... . . . . . . . . . . . .. .. . . . .. .. . . . . ... . . . I STA-_=. "l Q+ 1 5. OG . . . . . . . . . . . - - - - - - - - . PIC) 6 VPI E L -5 2 3 9 - - - - - - - - - ... .. . ... .. .. .. . At 7- . . . . . . .......... ..... 9, 1 '9 9 " . '9' L -,r . -'r, ......... .. . .. , - _ . 'L L ' � . . . ... ... ...... r .. . ..... .... . . . . . . . . . . . . . . . . . . . . . . 9' . .. . . .. . . . . . . . . ..... .. . ... . .. . .... . . . . ... .. . . . . . . . . . . . . . . . . . LEN 1 2; OC . . . . . . . .. . . . . . . . r . . . . . . . . . . . . r, - - - - - - - - - - 9, . . . . . . . . . . C4 . . . . . . . . . . . . ..... ..... r . . . . . . . . . . r . . . . . . . I< Go - - - - - - -- - - - - - - r . . . .. . . . . . . . . . . . . . . . . . . . r- .. .. . . . . .. . . . . . . . . . .. . 00 r -'r-) . . . . . . . . -.9 Ln, ...... C C) (0 C 0 r 10 M t Lj . . . . . . . . . . . . c. j . ... . . . . C - - - - - - - - Ln CN b . . . . ... . . . . . . . .. , .. . .. ....... 9' Ln, C 0 00 &' C' C '4 C . c LN I�N . . . . . . C 'A " " , L 1. 19-. - r C A C'� LN ....... .. . C . ..... C '4 . . . . . . . . . . . - - - — - - - - - - L :> _0 . .. . . . 5+50 16+00 6+50 17+00 7+50. 18+00r 8+50 19+00 9+50 0+50 21+00 1+50 22+00 2+.50 3+50 24+00 4+50 254 1+50 12+00 2+50 13+00 3+50 14+00 4+50 15+00 + 0 0 0+50 +00 Revisions: J we] 5,90 570 550 540 WIN �W•MW .4 A 1".." I DU '111 uu 'I +bu uu 2+ uu + N 11 +DU J+Du Ou t + N I O+DU uu DU z uu DU Z u 1+ u 22+00 )+50 23+00 3+50 24+00 +50 620 tCDv� 610 C-) 600 590 0 C) 580, cd E—i 70 560 (D Q4 550 540 Sheet No: I 600 590 9610� 570 560 550 540 K1 Em m SCALES: UD w co . ..... . ... . ..... Ar 'L , N L T H 4� 0 i�,Iljmuv "V TIMOTHY RAY MILLER Lic. No. 2065: 0 11* 0 Q Fn 0 1 su?,41-'to Ar J�s U:) AS -BUILT DRAWING., PREPARED BY tTH -4- DOMINI,ON.D,EVELOPMENT Zk_ C) TIM0 ILLER RESOURCES, LLC. CER NO. 172 SOUTH PANTOPS DRIVE 30542 01, CHARLOTTESVILLE, VA 22911.. SSIONAL DATE 6-7-06 Revisions: REV 8-21-07 NO. DESICRIPTION DATE REV 9-4-07: QOUNTY CMNJ� 2.8.05 COUNTY CMNT5 -14.15.05 REV 12-11-07, VQOT QMNTS —125.0 4 ICOUNTY CMNTS1 4.13.05 -------- a) cy) Q? 600 590 9610� 570 560 550 540 K1 Em m SCALES: ------ . ..... . ... . ..... 50' HOR ------- .. ... ..... - ----- -------- --- ------------ -- . ........ . . -- -_ --- --- - - ........ .. . . ....... W VER - ----- - --------- -- ------------ -- ... ........ .... .. . ...... ......... ....... ...... ... ... .... .. . ... .... ----- ----------- .. ........ . -, ------- ------- ......... . ..... .......... ...... ...... .... ... ... ...... .. .......... _4 .... .. ... .. ........ ....... ............ ....... ... .. .. . ...... . .. .... ......... . ...... . ....... . j VEF ..... .... .. T! VE' VPI STA, 25 + 0 .60 ..... ........... .. ..... .... ...... ... . ..... _..._ .......... .. .... ........... 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L ....... .. ---- ------ ....... ... .747 .... .............. . r 1 ... ........ ...... t3 r47) c—D_ .00, .... Cz� C�7 QQ 60 L . ........ Qc 14 7-t . co Ln� t Co" . QO IF Q0 - . ...... ... -0 . ..... C. :> Q0 LO Lr) Lc) I.P Ln in Ln- u L L c -n- Ln Lin Ln Ln Ln _n. ... .. _n . .... . Lr) in Ln Lr):_ - u-) Ln - Lf) ........ .... Lr) LC), Ln, Ln Ln L) Ln 26+00 6+50 27+00 7+50 28+00 8+50 29+00 9+50 30+00 0+50 31+00 1+50 32+00 2+50 33+00 50 34+00 4+50 35+00 5+50. 36�+00 6+50 37+00 7+50 38+00 8+50 394 +00 4+50 25+00 5+50 �3+ 610. m Mue 11 ml� 1 5M 1 560 .1 550 1 540 1 530 .. ....... ...... . .... SCALES: VERTICAL CURVE 1- 1" 50' HOW VEFTICAL CURVE. 3 _7 VIDI EL�_- 592, .............. .. �VPI STA ---------- 4- .. ... ....... . ...... . .... ..... ... ......... . 1 10' VER . .......... vPl rl VP I A 15 -LM OG .. . ....... LEN'--' 0.00 K... EN VP I EL D............ + K 1-738 1EN 00 ................ .. .... ... . ... ..... . .......... . j", C-4 lbO.UF ... ...... .. . .. .... - -__ - ------ - ..... .... ... VERTICAL CURVE .... ........ ... . ....... ------------ -------- LLJ .. . . ........... VPI_ S TA 20+00M Ln 0- .. ...... . . ..... - - -- - ---- ---- __j ... .. . .... ... =3 ------ ....... ... .... ...... ------ ....... LEN_'_ . .. ... .. ... .. ........ : . ...... .. .... 6 > . .. . ...... - ---- --------- - ...... . . ....... ... .. ....... .......... . --------- - ............ ... ........... ..... .......... . ....... ...... ... . .. .. ..... ........... .. .. ot.... .... ..... .... ------ ....... ..... . ...... ------ Ln . .... ..... . ........... .... . . .. .. ... ........... .. .. . ...... . .. .... ... ...... X n c CD . ....... . ... ........ . ... ..... .............. I CD + Lo............ (D . . .... ...... . ............ . ...... . . ........ ...... ED . ..... . ..... Ln fc------- in U-) -oi CURVE ------------ -- - ----- + CD c ...... LLJ fVERTICAL .. . . ...... CL Q_ ...... . .. .. . ........... 0�) . .......... ...... . ..... .. ..... .... . . ......... ... 'VPI EL,- 584 41 > Q_ CL ...... . .... - ----- . ...... . . .. ... cy) Ln --- " " ". 1—- -1 �� - 11 - �.i ...... . - ----- - LEN -150.00 .. ....... .. .. K 14.35 � - ........ . ..... . . ...... . ..... .... ..... .... I ...... ... . i . ...... . ....... . Lu - ------- + (D Lo .. ...... ..... .. . ... ...... . . . .. ... ............... . < ........ .......... .... ...... . . . ..... .. ...... . N—AS-BUILT ROAD--,---- ... .. ................... . . ..... ... .. ....... . ... . ...... ..... ...... ------ ----- . .... .......... .......... L—LJ .... . ..... > .. ........... ..... . .. .. ........... . ... .... - ----- - ...... ... .. ... . .... . .......... 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No MWE b3 0 E iT 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 14+00 4+50 15+00 5+50 16+00 b + N I /+uu J+�u I b+uu b+�)U UU �)+�)U /U+UU U+ �)U 1 00 1+50 .22+00 2+50 23+00 3+50 24+00 4+50 25+00 14 Vt. 17 ................. . . ------- .... . .. - --- -- 0 0 05 c zl� 590 75 SCALES: ........... - - --- ------- - ----- --- --- 570 ........ ... 560 1 50' HOR 0 550 rZ� z 540 :� &, z Q4 (2) .... ....... 530 ------- ------- ------ .......... ---------- ..... . .... ... - ..... . ........ .. .. ........ .. . 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W, 00 ----------------- --- -------- -- . ... . .... -j- LEN'-, moo, .......... .... __j aj ......... ... . K 40.00 560 LL 2.0076 fo + Lo -- - ---------- - . ......... . . ..... IL .......... ..... .... . .. ........ . ----------. ..... j j 012% ...... .... i ........... . . . ....... ... 3 ... ...... ... .... Q.) ........ .. T uj� . .. . ........ .......... - ----- -- ----- .. ..... ..... 550 .. ...... ... ... ..... -- - --------- -------- --------- ---- ............. .......... ...... .. CL. .......... .......... .... ......... . TI V . ..... . ....... VPI STA 13+2 EXIST.,GRADE- ... ......... -------------------- . ...... . .. ......... ...... ....... -VPI EL 56 .6 - ------ .... . ..... L . ........ ... ............... .... ..... 540 LM �Ljl 43,5 4 VERTICAL CURVE' 3 Ln VERTICAL CURVE 1 VP17-STX - 16+M00 --- co ........ . . Ln VPI 'STA 10+60:00, ......... ...... ........... K" 0 VPI EL 553.60 Lo 77., LQ --------- i + 4-1-1-- _(m AS-BVILT ROAD :11-_ . . ..... '2 .. ...... . . VPI EL'- 584.46 . ...... LEN 60.09 . .. .... . .. ... ............. .. ..... .. ... K -24 81- - 7 ---- --- I - ____-.__ - , w __j ui CD Co 4� w, . ........ —LEf i- 530 K 5157 ------ ----- .. . ... ------ - ------- ... --------- - ---- - ------------ . .. ....... ------------ .. .... ......... . . .. ..... _T ___ __ , "' ..... ......... n Q_ 0 -, CL ___ '! I V)- < -TF— �; Un .... .. .. ... ... ............ ... un .......... . .......... ........ . . . ........ ...... . ...... f 144 ........... .. CIO CD .... . ..... . .......... tzo . ...... .... ..... ------ C4— VERTICAL CURVE 6 L0 ------ ------ 11 � - _ 1. I � ". - ". " - . 11 1. - 1� -, 1-11 -1 �._ l__ll___ __, ,"', ............ . ......... . .. .... .......... . 11 1 11 . . ...... .......... .... .... . . VPI STA --23+57,43 ... . ............ . 520 . ........ ......... . 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T---� ( (.0 . . . ..... .. ...... (n bo ........ ......... . . ........ . . .......... . , . __ ._ , 'D-____- ___)�'4 " � - ------ Lo T) . Lo__ Lc) 1.0 Lf)------_ `U) t -n . ..... U Ln LC)'- . ..... ..... U Lo Ln- Ln .'z "t -17 7)" .. .......... 'Co ___10 Ln Lo Lf) t,_o LC) J_n Ul) LO LC) LC)- Lm Ln tA_), Ln- ------_,___u-) Ln.-, . Lf Ln._lll..l Lo L.n Lq) Lf) U-) L�nL Ln Jn' t . Lf u L ....... ... , Ul) Lf) ... .... Lf L____lll.. � Lf L.O. J,_O' - ---------- Lip Ln -17111 1-1 ....... Lq) Lf) ......... . Lo L -0, . I I _n _o-r 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 14+00 4+50 15+00 5+50 16+00 b + N I /+uu J+�u I b+uu b+�)U UU �)+�)U /U+UU U+ �)U 1 00 1+50 .22+00 2+50 23+00 3+50 24+00 4+50 25+00 14 Vt. 17 0 0 05 c zl� 590 75 570 560 0 550 rZ� z 540 :� &, z Q4 (2) 530 F ..... Q) 0 510 [Sheet No: 10+00 0+50 11+00 1+50 12+00 2+50 13+00 3+50 14+00 4+50 15+00 5+50 16+00 b + N I /+uu J+�u I b+uu b+�)U UU �)+�)U /U+UU U+ �)U 1 00 1+50 .22+00 2+50 23+00 3+50 24+00 4+50 25+00 14 Vt. 17 STORMWATER CONVEYANCE CHANNELS ALBEMARLE. COUNTY ENGINEERING GENERAL Froys Rid e �rossing OTTI t9 Five Oaks Court co SCC W D LINING Sto (on ing Stationing 1 0 2. 0' VDOT EC -2 Blanket/Matting 10+00 to 20+00, 124 CONSTRUCTION NOTES FOR PUBLIC ROADS. Blonket/Matting 2 0 1. 5' VDOT E C 11+00 to 16+00 ......... . .. it. Prior to any construction within any existing public right-of-woy, including connection to Z 3 0 15 VDOT EC -2 BlIanket/Matting 18+50 to 22+00 any exiting road, a permit shall be obtained from the Virginia Department of Transportatio e ements 4 0 2, 0' VDOT EC -2 Blanket/Matting 24+00 to 33+00 10+00 to 13+00 n (VDOT). This plan as drawn may not accurately refi ct the requir Lot 41 Lot 32 Lot 40 of the permit. Where any, discrepancies occur the requirements of the permit shall govern. 2. Construction inspection of all proposed roads within the development will be made by the 5A 0 1. 5' VDOT EC-3Type.A Blanket./Matting 23+00 to, 25+00 C partment of En -5861) 48 hours. 1,395 Acs 3.514 ks County. The contractor must notify the De' gineering (20 2 2. 784 A S 1, 5' VDOT EC -2 Blanket/Matting 25+00 to 28+00. .58 0 in advance of the start of construction. 3. All materials and construction methods shall conform to current specifications and 6 0 1. 5' VDOT EC 2 Blanket/Matting to 39+00 .... ... ...... standards of VDOT.- All excavation for underground pipe installation must comply with ... . . .. ....... CQ OSHA standards for the Construction Industry (29 CIFR Part 1926). 0 1. 5' VDOT EC�2 Blanket/Matting 34+00 to 39+00 10+00 to 13+00 W _ 0 . . ......... .. . .... ... 4i Erosion and siltation control measures shall be provided in accordance with the approved I � . . . I - 4 1 W4 7B 0 1. 5' 13+00 to 16+00 erosion control plan and,must be installed prior to any clearing, grading or other Gross �D construction. 0 8 0 1, 3' VDOT EC -2 Blanket/Matting 42+00 to 48+00. C 5. Upon ompletion of fine grading and preparation of the roadbed upgrade, the contractor ............ ..... shall have CBR tests performed on the subgrade soil. Three (3) copies of the test results. 9 0 1. 5' VDOT EC -2 Blonk6t/Mattin 42+00, to 47+00. In rainage Ease 'ent 3o' Drainage Easement shall be submitted to the County. If a subgrade soil CBR of 10 or greater i not H0RlzbNTAL CURVE 2 10 0 2. 0' VDOT EC- 2 Blanket/Matting obtainable, a revised pavement design shall be made by the design engineer and 50+50 to 54+50 DB 3488-59A ...... ... ...... .. D 20*19'08" 7�9 submitted with the test results for approval. 11A 0 2. 0' VDOT EC -2 Blanket/Maitting 58+00 to, 60+50 T 35.84 6. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximurn R 200.00 allowable slope is 2:1 (horizontal: vertical). Where reasonable obtainable, lesser slopes of ill B 0 2. 0' G54+.50 to .58+00 4:1 or better are to be achieved. 10+00 �TH o L 70.93 12A 0 VDOT EC -2 Blanket/Matting to 11+00 1, 5' 7. Surface drainage and pipe discharge must be retained within the public right-of-way or ............. ..... .... . ..... C 70.55 within easements prior to acceptance by the County. All drainage outfall easements are., 54+50 to 55+50 12B 1.3, CD S 62'18'53" W One Way.Sign to be extended to a boundary line or 0 natural watercourse. ------- . .. .... PI Sto 24+39-16 8. Guordrall locations are approximate. Exact length, location and appropriate end treatments 13A 0 2, 6' VDOT EC -2 Blonk6t/Matting 59+00 to 60+00 TWO ILLER 20' Drainage Easement will be field determined at the time of construction. Additional guardrail may be required No. -791 O'R at locations not shown when, in the opinion of the Director of Engineering, or the Directors 13B 0 1.3, 60+00 to 69+00 CER D8 3381 Gross ... ........ 30542 0 2. 0' VDOT EC"3T e A Blanket/Matting 10+00 to 12+00 designee, it is deemed necessary. When guardrail is required, it shall be installed four (4) 14 yp feet offset from the edge of pavement to the face of guardrail and roadway shoulder widths . ...... . ........ 15 0. 15 Gross 70+00 to 75+50 shall be inc eased to seven (7) feet. ON A L, 9. Where urban cross sections are installed, all residential driveway entrances shall conform 16A 0 1.3' Gross 71+00 to 73+00 -9(A. 8 or C). to VDOT CG 0 1. 3' VDOT EC 2.. Blanket/Matting 73+00 to 75+00 Revi ions: 16B 10. Where rural cross sections are inst�alled, all residential driveway . ..... . ...... NO. DESCRIPTION DATE entrances shall conform to VDOT istandard PE -1. .17 0 1. 5' VDOT EC -2 Blanket/Matting 79+50 to 85+00 11. Paved, rip -rap or stabilization mat lined ditch may be required to stabilize a TS 2.8.05 -2 Blanket/Matting TY (NE2_11.1 drainog6 channel when, in the opinilon of the Director of Engineering, or the 0 1, 5' VDOT.EC 76+.00 to 86+OC IvnnT (.MNI� .25 _I QL Director's designee, it is deemed necessary. 041 0 1. 5' VDOT EC -2 Blonket/M.atting 68+00 to .70+00 ZVI 12. A minimum clear zone of eight (8) feet from the edge of pavement shall be . ....... ....... . ..... CENTER ISLAND LANDSCAPING TO HORIZONTAL CURVE 3 maintained on all residential subdivision streets. 35B 0 1. 5' Gross 64+00 to 68+00 co BE GRASS WITH 10' CLEAR ZONE 13. Compliance with the minimum pavement width, shoulder width and ditch sections, as D 34*47'03" ' shown on the typical pavement 'sec;tion detail, shall be strictly adhered to. Exception$ T 93.97 Lot 42 will not be allowed. R 300.00. . 14. Upon completion of the roadway cwstruction, street name signs shall be installed STORMWATER CONVEYANCE CHANNELS STORMWATER CONVEYANCE CHANNELS .2.784 ACS by the developer at all street 6tensections. Signs and their installation shall 7ourT Redbank Court C = 179,35 conform to "Albemarle County Street Name Sign Requirements". The developer shall SCC W D LINING ScC. W D LINING Stationin2 CD S 55'04'55" w be responsible for aintenance of signs until roads have been accepted. 119A 0 1.3, VDOT EC -2 Blonket/Miatting 14+00 to 17+00 0 1. 5 Gross 15+00 to 17+00 15. Road plan approval is subject to final subdivision p'cl -validation.. should the final PI Sta 27+08.68 plot for this project expire prior to signing and recordation, then approval of these 28B 0 VDOT EC -2 Blankef/Motting 19B 0 1. 3' Gross 12+00 to 14+00 1. 3' 11+00 to 15+00 plan shall be null and void. E .... ...... ... ... .... 20 0 1. 3' Gross 14+00 to 17+00 16. Traffic control or other regulatory signs or barricades shall be installed by the 29 Grass 17+00 to 18+00 AL Lot 43 developer when, in the opinion of 0e Director of Emiaieering, or the Director's 21 0 1.3, .17+0.0 to .19+00 30 0 1.5' VDOT EC. -2 Blanket/Matting 19+00 to 24+00 designee, they are deemed necessary in order to provide safe and convenient access. 2 1 .1139 ACS All signs or other regulatory devices shall conform with Zhe Virginia Manual for 22 0 1. 5 VDOT EC -2 Blanket/Matting 19+00 to 23+00 C>0 Uniform Traffic Control DeVices. 17,, Use VDOT Standard CD -1 or CD2 underdrains under the subbase STORMWATER CONVEYANCE CHANNELS SCC W D LINING Riverlawn Court material at all cut and fill transitions and grade sag points. 18. The speed limit is to be posted 5 mph below the design speed. SCC W D LINING Woodlown Court 31 0 1.3, Gross 10+50 to 13+00 to 19, Video camera inspection is required for all storm sewertt and culverts that are L deemed inaccessible to VDOT inspections and are to accepted into VDOT's 23 0 1.3, VDOT EC -2 Blanket/Matting 10+00 to 13+00 32 0 1,51 VDOT EC -2 81anket/Matting 10+00 to 20+00. maintenance program and ownershilp. The video inspection shall be conducted in 24 0 10+00 14+00 VDOT EC -2 Blanket/Matting 22+00 to 2 TAI 19 40 1. 5' EC 2 Blanket/Watting 5+00 accordance with VIDOT's video camera inspection and with a VDOT and/or ..... . 34 0 .1.31 VDOT EC -2 Blanket/Matting 21+00 to 25+00 Russell W & Ruth M Boy E 50 0 50 100, county inspector present. In additio)n, if high"density plyethylene (HDPE) pipe or STORMWATER. CONVEYANCE CHANNELS DB 393-26 27 Plat pipe system is installed, the contractor and a repre,-�entotive from the pipe Redbank Way SCALE: 1 50' manufacturer should holde a preconstruction meeting tor Installation training. The SCC. W, D LINING Ltationing pipe manufacturer should spend a minimum of two �ours.on the job site during the -- --- -- 2. 0' VDOT EC -2 Blanke.t/Mlatting 11+50 to 14+OC initial pipe installation. . 1�5' VOOT EC -2 Blanket/N4atting 17+00, to 23+51) Channel ............. W. IT 26B �O 14+00 to 17+00 1.5' Gross .... ..... ... .... . ..... - --------- .19+50 to 23+50 1. 5' VDOT EC -2 Blanket/Watting SCALES. 27 0 1" 50' HOR . . ......... 1" 10' VIER 111-.11-1-1-11. i - ' 670 -t/motting shall be Model S150 as manufactured by North American Green, or approved equal. ..... .. ... .......... EC -2 blank,-, --- ------ ------------- 670 ------ ------ 25' 25' Stor'mwater C�nveyance Channel Schedule ---------- k1W R/W . ......... Not, To Scale 4 41 -------- cc 4� 4' 660 MIN 10' 10' N . .... .... MI 660 '1, � 1.1111.1-111.1 � I 1 -1 -1. (n __ . . I I I - - - - -- SEE NOTE 2 eURVE 5 Surface Material 25+55;00 .. ...... 1,5" -SM -9.5A. FL__ 637;7,2-,--------- . ....... .. ........... . LEN-— _A00i00_____ - - - -------- ......... . 2% SLOPE 2, SLOPE uardrail: Refer to Note 1&3 ..... ... .. . ..... ...... . ......... . ...... .. UJ 650 650 ....... ............. ...... . ...... --------- ............. INTERMEDIATE MATERIAL . ........... . - -------- 4"-BM-25,0 EXIST GRADE ------ - -- ---- ------ 640 R A E!7 BASE MATERIAL 6"- VDOT #21A ............ 640 95% COMPACTED NOTE: 1. LOCATION OF GUARDRAILS SHOWN ON PLAN. ........ ...... . ...... ----- -- . ......... . 0 ..... ... . ... AW 0 0. FRAYS RIDGE CROSS SECTION DETAIL. LOCATION, t ... ... ........ 2� 7' SHOULDER WIDTH IS REQUIRED AT EACH ... ........... ....... .. . .... ..... ........ . ..... . 3. WOOD GUARDRAIL MUST BE STEEL BACKED, 0 .............. A 7) 630 ND THE GUARDRAIL AND END SECTIONS ... ... .. ...... .... --- ------ -- - ----- MUSTMEET NCHRP350 TEST LEV,'EL.3 630 L GRTUE NO iY RAY MIL LER FIN A AS�BUILT -ROAD - - i REQUIREMENTS, ------ ------------ .... . ... ... Lie. No. 2065 -------- - - # . . .. ....... E, 0 ... ....... 0 -------------- ---------- W .......... ...... ........ .. 620 Z*0 sup 4 620 _' ' ' ' [_ ' . ........ .... . 25' 25' .... .... ..... R/W R/W .. ........ .... ........ . ....... ... ... . ....... ------ 4 41 -BUILT DRAWING ------- AS __- - ------ - ------ ... . ...... . . ..... . ... ....... 1. 610 41 4' MIN ........... . . ............ . MIN 9' .610 . . . . . ....... K SEE NOTE 2 SEE NOTE 2 PrIPARED B"Y'r ... ....... --- - - -------- - --- Surface Material . ........ Prime and Seal Coat ...... ...... 2" -SM -9.5A DOMINION DEVELOPMENT 2% SLOPE 2% SLOPE uordrail: Refer to Note 1 & 3 600 b3 . . ..... -G RESO"URCES .. . .. . ....... ....... . . ......... .......... . ....... ... - ------ --- 600 . . . ........ .. ----- -------- 172 SOUTH PANTOPS DRIVE ---------- . ..... . ........ . CHARLOTTESVILLE, VA 2291 t f-0 _C0_ .. ....... .. .......... . ..... ... . ........ - - ------- DATE 6-7-06 CD t --- ----- 590 ADE E MATERIAL BAS ------- --- 590 0 6" VDOT #21 A Sheet N . .. ..... L N 8-21-ut 95% COMPACTED NOTE: 1. LOCATION OF. GUARDRAI RE, .. ........ 2. 7' SHOULDER WIDTH IS REQUIRED AT EACH ..... . .... LOCATION. -07 AIL FOR REVINING ROADS REV 9 4 OSS SECTION DET --- --- 3. WOOD GUARDRAIL MUST BE STEEL BACKED, AND THE GUARDRAIL AND END SECTIONS b REV 12 1107 ----------- . .............. .. ...... P MUST MEET NCHRP 350 TEST LE.'VEL 3 R 17 of 17 9+50 REQUIREMENTS. 24+00 4+50 5 + 0 0 5+50 26+00 6+50 27+00 7+50 28+00 8+50 29+00