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Home My WebLink AboutSUB201900158 Plan - Other (not approved) 2020-06-29T� co rq + O SCOTT R. LLINS � Q PVI STA: 10+74.50 PVI ELEV: 6og.26 0 Lic. No. 035791 ,� z K:5.27 ° 05/05/20� wLVC: z 50.000�� '� I�NAL E� 615 O Uz o m Ln ao �o O (.o Ln N rn0 615 �o w ow U °w V I of m vi w \ �I — m w 610 ° 610 PROPOSED VDOT STD. CD-1 w w 605 PVI STA:13+85.00 605 PVI ELEV: 57 .78 0 0 \ K:5.45 L C: 20.30 w F- 0 w 0 0 in \' O l00 O � Z U Q � > � aS > 62S boo 600 o o Mw�,, ~ m ��z U > U O >� O �n V vi m; w 0 cr=i J V W U W \ \ m w N z O ¢ � a a Of Q 595 PVI STA: 13+36.38 595 > Ln z w Lu w w w w '—' w m �.� PVI ELEV: 577 W � �--� > J > a J ¢ K:15.68 LVC:57.5 owc c ct w 0� w ° o \ M 00 M 't N ri t W (_n W (n 590 � i Ln un co °, °� M 590 > > .m �W W 0 Ln 585 Ln 585 M Q z} 58o � 580CD \ Mom,' Q CD N CO O } ,\� N O 575 '� 575 0 ° Lu FILL (TYP.) z ti PROPOSED GRADE CM57® M Cn N co 565 565 Q CC) N 56® EXISTING GRADE ��° ° 560 N w o PVI STA: 6+48.00 PVI ELEV: 542.22 Q > O K:15.13 LVC: 11o.00 LL NOTE: ALL ROADWAY EMBANKMENT MATERIAL o o N J SHALL CONSIST OF SOIL AND BE PLACED IN 555 1' 00 "' O1 555 J Q SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8 + � + w � ) INCHES IN THICKNESS BEFORE COMPACTION OVER rl V Z W THE ENTIRE ROADBED AREA IN ACCORDANCE WITH > > w VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04 \ m w w z L9 �— LL. < O 55 S50 NOTE: CLASS I BACKFILL MATERIAL SHALL BE CRUSHER RUN �� ' N UJ AGGREGATE SIZE NO. 25 OR 26, AGGREGATE BASE MATERIAL � / � w Q SIZE 21A OR 21B, FLOWABLE FILL, OR CRUSHED GLASS CONFORMING TO THE SIZE REQUIREMENTS FOR CRUSHER � U RUN AGGREGATE SIZE 25 AND 26, PER VDOT ROAD AND Q BRIDGE SPECIFICATIONS, SECTION 302.03G. 545 z w 0� 545 O W LLJ z NOTES: 0n �z 1. ALL FILL TO BE PLACED AT 95% COMPACTION. Z Q a J 2. MINIMUM 3.5' OF COVER MUST BE MAINTAINED OVER W/L. 540 540 ^ 3. MINIMUM OF 1' OF VERTICAL SEPARATION FROM STORM�— SEWER & W/L AND 1.5' OF SEPARATION BETWEEN W/L & ° LU SANITARY SEWER MUST BE PROVIDED. Lu 535 ,, 535 cn z 5 8A Lj VERTICAL GRAPHIC SCALE J 530 530 5 0 2.5 5 10 20 C� m r O N O N N O _ O m ^ 00 cy)O 00 m 00 m 00 O O Nm lO0 nm IN FEET �ci m O l6 O 00 � O O 00 m 0D 00 1 O� ' uLx) r I Ln m Ln � m `n 06 rVl0 ^ 0 N o un Ln in i . 1 inch = 5 ft. 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+oo 16+5o 17+00 17+50 H V R I Z O N T A L GRAPHIC SCALE ° J° °° 200 PRIVATE ALLEY PROFILE Lu Lu w PRIVATE TPAVELWAY - DESIGN SPEED =15 MPH c _ n. cn ( IN FEET JOB NO. 1 inch = 50 ft. 182157 SCALE 111 = 5p1 SHEET NO. 17 NOTE: SLOPES GREATER THAN 2:1 SHALL NOT BE PERMITTED WITHIN THE RIGHT-OF-WAY. GRAPHIC SCALE 10 0 5 10 20 IN FEET 1 inch - 10 ft. 40 535 RT 20 - STA. 19+oo CROSS-SECTION 535 530 528.83 TC 530 28.5o E GROPEN ENTRANCE 528.23 - 2.0%SLOPE — — 525 LU, — \ 525 z I Aty 520 ° .W W 0 w w 520 01 � O rn O rn . Ln t. � G n, 1� 00 00 rq 06 00 Nn 06 00 06 00 00 r" Ln LNn Ln LLf1 LNf) Ln V) V) ul Ill IU-) 4^; -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. i9+So CROSS-SECTION 535 530 527.21 530 — GROPEN ENTRAN 525 2.0%SLOPE — — — — _ 525 O N T.- _ A 520 wc� — 520 O lD Ln 00 Cal 00 ri Lf-; O 01 00 N Lf'1 r_� N Ln n N Ln N �d Ln 4'1 � N N Ln Lf i N NN Lr)Lf1 l I.11 Ln N L(1 N N Lf'1 -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 20+00 CROSS-SECTION 530 _ 526.72 TC — - 526.39 EP 525 j — -- — -- — — — 525 2.o°r OPE 520 0 V N CK ° w� w — — 520 Gl N O0 U1 n Ql � Ln � Olt l0 00 O 00 O Ln O N Lr)N ^ N6 V`) lN0 Lr Ln lND NU) N N L -, lN0 6 N Ln lN0 Lr) N Lr) N Ln Ln Ln V)Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 20+50 CROSS-SECTION 535 530 530 52�92 TC 525 525.59�p ' — --- — — CLOPE — � 525 v 2 eoi — — — 520 0 W W — — — 520 p M M 00 Cr l.o . 00 ri 0 I� 00 H M LnLn o6 Ql N N Ln lD 1p N N Ln Ln Ln 't N N Ln Ln Ln 1p N N Ln Ln Ln N N Ln Ln N Ln m N Ln rl N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 535 RT 20 - STA. 21+00 CROSS-SECTION 0+30 0+40 535 530 — — _ 530 525 ~ 5i24 7z 525 _ 2.0%SLOPE — — 520 520 515 uf o W 515 O:/ lD M m It m rn ri N Hf+l rl M Le'1 ^ 0) 1y N Ln Ln m N N Ln Ln V) N N Ln Ln Ln N N Ln Ln N N Ln Ln N Ln M N Ln ri N Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 21+50 CROSS-SECTION 535 530 _ 530 525 u — Sec 0 523.82 \ 2. %SLOPE 520 W — — — 520 J 515 � O= Ln a W a LU 515 01 N l� Ln ci � Ln rl N l O O l0 m e-i m Ln 06 Ol N N Ln (ti"1 n N N Ln r;, N N Ln M N N Ln � � N N Ln � N V) N N V) ri N Ln Lf1 L(1 Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+00 CROSS-SECTION 535 530 '— 530 525 525 0 523 — 520 d tD b 515 �^ W w 515 <D ^ rn 00 Ln O N t 't 9) 00 �D ri00 M o) N N Lr)Lf) M LD N �� Ln Ln N N N N Ln M N N LPl L(1 fn N N N N Lf1 N N Lf1 ri N Ln O N Lr) -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 535 RT 20 - STA. 22+50 CROSS-SECTION 535 I 530 530 \ \ 525 525 V 22.45 520 — — — 520 515 o w w 515 Ql N Ol . co � m � � N O p m &, ^ N Ln Ln N N LnLn A N N N N N N N " Ln N N N N Ln Ln N N L(1 N OLn Ln Ql HN V) -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 23+oo CROSS-SECTION 530 525 J 525 H \ 521.73 520 520 — _ D — O — 515 Ln LU tL-L, 515 Cq 00c L^f, m � o ^0) O M 0) lD M Ci ri N'i N O C C6 Lf , � Lr1 N Ln Lr) L!l N Lfl N V) Ln Lr) I.II Ln Ln Lfl Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 530 RT 20 - STA. 23+50 CROSS-SECTION 530 525 \ — _ �i LU 525 o 0 520 529$-- --- 520 515 W w — -- — — 515 00 Ln N Ln Ol � ri 00 00 0 N N O Ol m O m N O ri O Ql ,6 NNN �j N N N ri r1 HLn Ln Ln N Ln Ln In Ln Ln V) Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 525 RT 20 - STA. 24+00 CROSS-SECTION 525 F 520 — _ _ 0 520.24 - -- — — 520 uj 515 — — — — 515 0 WIL W 510 510 M O 0 N 00 Ln O O N M N N N O N N O O O H lH Ln L(1 rq Ln Ln U) Ln V) Ln V) Ln Ln lfl lIl -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 525 RT 20 - STA. 24+50 CROSS-SECTION 525 520 0 520 519_35 — — — — — ,-- — — — — 515 W — 515 O 510 Ln W w 510 N Oo p No N 1� � rn a)Ol O ri N 00 ri Cif ri Ql ri 0) ri 06 r1 06 r1 Ln ri Ln ri Ln Ln Ln � Ln Ln Ln � Ln Ln Ln Ln -0+40 -0+30 -0+20 -0+10 0+00 0+10 0+20 0+30 0+40 07, SCOTT R. LLINS', Lic. No. 035791 112:1 1�0 05/05/20 ti ��'S1ONAL Y�C � F z F- LU W z Z ro o a 0 m a a Ln 1■■1 Q a LU (�1) J C)� Cr L w w ` 1■■1 0 a a V) Z Z o 0 LU LU L C W LU'--' ww '--' L � LU o w a Ln JOB NO. 182157 SCALE 111 = 101 SHEET NO. 24 70 57 565 56o 555 550 545 540 535 565 D. i5 1 6 1 +O 35 1 530 _ — - - - 530 PROPOSED GRADE i 525 � _ � � �— ---�� 525 HT. OF --------- OBJ=3.5'- 520 520 ,i- O O n M M n 00 O H O Ln O Q1 O M N 00 lD ^ 00 Ln N r_ 00 cI Ln 00 Ln 00 0) M 00 M H t\ O r" O Ln M O O O O M O 00 Ln 00 Ln O i M �? Ln Ln M 00 00 C11 H N N N N M r� lD lD 00 00 06 M m 00 O 0) 4 O c-I M ^ Ln 1� O (n 00 N Q N N w1'1. � lD U;, 1p N N N N N N N N N N N N N M M M M M It Ln Ln Ln In Ln Ln N N N N N N N M M M M � .t Ln Ln Ln Ln Ln 4^i Ln ul) ul Ln Ln Ln Ln L!1 Ln Ln Ln Ln Ln Ln Ln Ln � L!1 y� Ln Ln Ln Ln Lf1 Ln Ln V) Ln V) V) L Ln Ln L!1 L Ln Ln Ln � L!1 Ln Ln � L!1 Lf) Lf1 0+00 0+50 1+00 1+5o 2+00 2+So 3+00 3+So 4+00 4+50 5+00 5+50 6+oo 6+50 7+00 7+So 8+oo 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 SCOTTSVILLE ROAD (RT20)- INTERSECTION SIGHT DISTANCE PROFILE NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 2 0 ( I N FEET t im ti - 5 fl. HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) I inch = 50 ft 65o 650 645 I ' HT. OF 645 OBJ=3.5' N� 50i SIGN O`er 640 _ 640 635 635 / HT. OF — LINE OF SIGHT / / EYE=3.5' / 630 / / _ — — — PROPOSED GRADE EXISTING GRADE 630 / 62 5 o�S�' 625 s�G`��/ / 620 / / 620 615 , ' 615 HT. OF OBJ=3.5' 610 610 It O N rf) 00 Lf) � 0 �I O� Lfl 0 O 0 00 00 r, Ol ' rl 00 fY1 ID mot' rl l✓ ci �O 1 ci lD 61 H l0 N N lD N �O N � rp n N � D O N M 'D ri � N rr) ?.D m M � � Ln Ln M ko lD M � � 00 ^ M Lo Ol kD O Q0 N M lD tD lD lD 0+00 0+50 1+00 1+50 2+00 2+5o 3+00 3+50 4+00 4+50 5+00 S+So 6+oo 6+50 7+00 7+So AVON STREET EXT - INTERSECTION SIGHT DISTANCE PROFILE 8+oo 8+50 9+00 9+50 10+00 �qSCOTT R. LLINS , �_) Lic. No. 035791 ,1, 1�0 05/05/20S�O ti ��'NAL ��C � F z z � w w z Z 0E-r00� U m a a ` H Lu 0 (�1) J Q CC a Cr L w Lu O CL CL � z Lu Lu L C W Lu'--' LuLu '--' L Lu I � oN oN CD rl O rn Z� M `'M) 0) N M z Q N J wC) N 0 W Q Q > O lfi ZLLj � W J J J_ J > Q ILL O Lu LL w z � 0 i W v z� W z _ ( Q W U Q ~ � J � W H>� ulU) zW W = - � z JW O� CL J U) Q 0 0 Lu o Lu Lu Of d JOB NO. 182157 SCALE V: 1" = 5' H: 1" = o' SHEET NO. 25 600 600 HT. OF OBJ=3.5' 595 590 585 575 61.5 PROPOSED GRADE EXISTING GRAD N Q 00 m fY1 Ln 00 L!1 L!1 Ln INE OF SIGHT HT. OF EYE=3.5' M 61 n:.1 IT Ll1 r, L!1 L!1 Ln L!1 1+00 1+50 2+00 2- .EY- INTERSECTIONSI NOTE: SIGHT DISTANCES WILL BE VERIFIED IN THE AS -BUILT CONDITION. 595 590 585 we VERTICAL GRAPHIC SCALE 5 0 2.5 5 10 ( IN FEET ) 1 inch 5 11'. 20 HORIZONTAL GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft. 620 �q"SMTTLLINS Z 0 Lic. No. 035791 ,1, 1�0 16/20��C 1 ��llslsl,1011VAL � z z W W z Z O O 0 U coM M ~ Lu O U) J Q a z a , w o_ zo_ � � H W W > Lu Ln Lf) W Lu CO \ L0 Q cV CD O .-1 CD ,--1 .�-1 _1 N Lnlk0 .-1 O LO Lu z w w z Lu w ul z J J 0 u VJ M M N 4 N 0) N N Q W J_ (n w O J a 2 U W D Cn W U) w Q 0 0 N M �i" �- lfl 01 M ci M 01 I� M U O 00 N M M Ol N L!1 O O 00 00 O Ln I� N LO 00 O u1 N N r, O 00 0) O I� W Lu 00 N ^ C -I 00 p r N N 1 ^ O u1 Ol 00 M Ln O M l0 01 O M 00 c I ^ W O 0 O1 00 00 I� l0 ' t7 L, IT �i- M �T 00 N 1, ci Q1 1`� M I� O L0 �0 O Lfl O Lf ^ Ln L(1 ^ Ln � ul Ln L(1 lfl O u1 J J I� 00 00 O m O O OC = l0 �0 L!1 Ln Ln Ln L(1 L(1 Lf1 Ln Ln IT L) L!1 lO L0 I� ^ 00 M 01 O Ln Ln L!1 Ln Le) Ln Ln Ln Lri Ln Lr_, L u1 Ln ul � 111 � Lo Ln l0 IL.0 ko 'D JOB NO. 182157 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 0+00 0+ 0 1+00 1+ 0 2+00 2+ o +00 + o +00 + o +00 + o 5 5 5 3 3 5 4 4 5 5 5 5 SCALE LOYOLA WAY (SOUTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE V 1II =5 LOYOLA WAY (NORTH) & DAUPHIN DRIVE - INTERSECTION SIGHT DISTANCE PROFILE HEFT °' SHEET NO. 26