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HomeMy WebLinkAbout20200941 Ver 1_Roadway Plan & Profiles 7.20.20_202007211 2 3 4 5 U c n 11 T r WOODHURST LN I r1 I � s -OI \ I z Nbow �I \ / l A'j-1 \ � I 10 10 o �) <1 \ � I SHEET PP-9 I � I ---------------- I I Sr, x \\ FUTURE ROAD z \\ \ \ \ w \� - I l � i / / QQ/ to THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF OOO CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 2 3 w 5 0 ii 2" SCALE V =300' x 2 LT LBEMARLE NORTH CAROLINA 411 c : A, zaew Dpportar/t�. 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DETAIL ±STA 10+69 1-FH ASSEMBLY PROPOSED 12" MASTER \ \ ��- _ L=632.21, R=800.00 \ \ �- I D=45.28 PROPOSED 12" PVC ` REQ SR, REF. DETAIL FOR \ \\ \\ \\ \ \ \ \ \ \ 1 L \\ \� �� _ I' _ _ / C900 DR18 WATERLINE I I \ PROPOSED 12" PRESSURE \ \ \ \ f215 LF OF 12" PC350 DIP— / / I \\ REDUCING STATION, REF. \ \ RJ WATERLINE. EXTEND 40 LF DETAIL FOR REQ'S �- AFTER LAST 22.5° BEND. / / / / / \ I ±STA 0+58 \ 2-22.5° BEND I� I I� �- , PROPOSED DOUBLE YELLOW I I I 1-12" PLUG sss \, s �� I i / �� I I I I I I I I I I I I / I 1-FH ASSEMBLY \ \ \ 0- 0 S6A ,, '? '\ I I / / / / / / / / / / / ////� - IIII I I I I I I I / / / / / / / / //// - I I I I I I I I CENTER LINES, REF. DETAIL tsTA 5+67 III IIII \ I 1-FH ASSEMBLY 1 I \ I I / PROPOSED WHITE EDGE \\ \ \ 1 1 I I LINE, REF. DETAIL 11 2„ SC LE 1 40 HOR . 1 4 VERT . 1 x�ic� UU —U 5U U+UU U+SU 1+UU 1+5U 1+UU 1+5U S+UU 5+5U 4+UU 4+5U S+UU 5+5U b+UU b+SU /+UU /+5U b uU b bu y+UU y+SU 1U+UU 1U 5U 11+UI 56-5 0 o 0 PVI STA: 0491.40 PVI STA: 4+83.85 PVI STA: 8+8 .55 PVI STA: 1 +81.48 + PVI ELEV: 555.69 PVI ELEV: 538.97 PVI ELEV: 567.06 PVI ELEV: 71.93 O K: 25.8 K: 23.48 K: 24.41 K: 19.80 II LVC: 124.26 LVC: 324.09 LVC: 110.0 LVC: 18 .79 5-75 LOW PT. STA: 4+81.68 rn � N M rn o HIGH PT. STA: 10+36.80 00 rn O o N 6) oo U 00 o LOW PT ELEV: 544.56 op � o N n � o � Ln O r- HIGH PT ELE 17 : 570.21 r7 � Y N (6 n N 00 0) ui <(D +U) +� +Ln + / +U) +Lo +Lo +U) W 0 O n c0 00 CT) W m Li.l II v> U U LL / Li.l Lil Lil 6i> w 0> > m U> > W U> > m U > o> > m o> > W U> > m U W Q W m W \ m W m W m W � J / c� w 57 JJJ 55 5�5 57 550 \ / EXISTING GRADE w PROPOSED GRADE \ / o U / / \ \ \ Z / 54 .�.. 56 545 �6 8�9 EXISTING GRADE PROPOSED GRADE \ w U PROPOSED GRADE I a EXISTING GRADE w / O f215 LF 12" PC350 IPVC J� 6 DIP RJ WATERLINE PROPOSED 12" 0 / C900 DR18 WATERLINE z PROPOSED 12" PVC 53^� C A C900 DR18 WATERLINE PROPOSED STORM, REF. GRADING SHEETS GI NEG, PA RETAICOPYRIGHTNING THERETo.�NG OR PART. UNLESS OTHERWISE PROVIDED SHALL NOT LiSTATUTORY AND. REPROQJU�E 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+01 FOR IN WRITING. THIS5&QM IS CHAMLiE RIGHTS COPIED IN WHOLE © COPYRIGHT 2019 3 4 ti 585 w 575 570 565 IT- 555 550 545 ) ,l Al ►am I 20F LBEMARLE NORTH CAROLINA wqt A, zaew Dpportar/t�. Lu Q 0 z O 1= a of U Ln Lu 0 Y < 00 Q) O N rM I Lu M 0 I z LIJ O U o w � a c� EE Lii 0 U U Ln Z W 0 3 a 0 w w Ir co Lu 0 0 ED o O 0 I.- Z �_ N H Z3 U z � 00 O 3 0 I O OU 1 0- NN Li O W O N 0 p L11 Z 0D �c, U m } ool 0 N z I LLI 0 m J J m 0 L.L Lu W H Q Ld m U) z 0 UD) z o LL cn 0' n a 00 Q U) Z. p Q � r -,- IL �. w LL Z m wc- = o� •� E o J O rn w Un 00 a 0 C w Z z •m C U W Q W J 0 LL G! 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DETAIL I 1 \ I I I 1 1 1 1 / p `� 8 / tSTA 20+66- �11 1 1 1 \ 1 I I 1-FH ASSEMBLY / _ \ PROPOSED WHITE EDGE s / / �� h� 0� �' / i / 1-FH ASSEMBLY / I I / 1 I I I I ICI I \`o 1\\ s� Imo\ I� 1 1 ,/ / \ \ h h� �`�^� I 7 I \ 1 \ I I I I �' I I I R\ I�' I I� I I I 11 \\ \ \\ s LINE, REF. DETAIL �/ / I of I I I s 11 I I 111 0 / \ \ s s6, // i' h�(o� 13+00 4+ 00 15+ 00 M- 0 6 17+00 19+00 \ \ I \ I L I I \ I I �II1 ° I I 11 1 s ss I I I I �JII I I I 1 I I I I I R \ �/".0I / s I I Co �'I II I I I+ \/ I I I I I I I I 1 11,E I I s \\\ \ // // I I o l / // l Lo I I� I / /— \ III I � I � / / / / / / / / / / //•/ I 1 /// \ �, /I II III I IIII IIIIIII 1 — 00I d) � � \ Do DD �w \/ PROPOSED 12" GRAVITY SEWER, REF. UTILITY DWG'S FOR REVS SCALE 1 "=40' (HOR.) 1 "=4' (VERT. ) \. \ \.\ 00 10+5U 11 +00 11 +5U 12+00 12+5U 15+00 15+5U 14+00 14+50 15+00 15+50 lb ou 1 b+50 1 /+00 1 /+5U 570 1 d+00 1 50 19 00 19 50 20 00 20 50 21 00 21 5U 22 0 PVI STA: 10+ 1.48 PVI STA: 1 +94.89 PVI STA: 16+06.05 PVI STA: 1 +44.67 PVI ELEV: 57 .93 PVI ELEV: 50.00 PVI E V: 564.75 PVI ELEV: 54.66 K: 19.80 K: 15.81 K: 16.18 K: 18.56 LVC: 187. LVC: 221.05 LVC 181.44 LVC: 20 .57 o HIGH PT. STA: 1 +36.80 LOW PT. STA: 13+94.98 HIGH PT. TA: 16+28.35 LOW PT. STA: 18+18.81 (o rn Do (o (o M NN 00 rn O w � r- (o a) HIGH PT ELEV: 70.21 n I? Lri Lfi n � � � LOW PT ELE : 553.86 rIo Li �� 00 HIGH PT � ELEV: 562.36 (o 000 • a; a; LOW PT ELE 557.42 � a) O N w 00 (o � (O 00 � 0 �� � +0+� O) M Ln (o +� 0) +� +0 N .. + +� � .. +Lo � w w W WLa .. pi ry, C) > fii > cii > 6 > Gi cii > cii > m m W � U m > U m m U U m U W w W m I? m i? z \ OD°jo J 1• I U \ / / Q EXISTING GRADE / \ 57 5S0 EXISTING GRADE PROPOSED GRADE PROPOSED GRADE \ 0 O / U EXISTING GRADE PROPOSED GRADE \ '� / PROPOSED 12" PVC \ C900 DR18 WATERLINE / \ \ 565 56 550 55 zzm± _ I \ / \ a_ � w U / w Z �/ ±215 LF 12" PC350 = �) 0�9 \ w DIP RJ WATERLINE V) w ° z J PROPOSED 12" PVC U a C900 DR18 WATERLINE \ N Q / Q PROPOSED C900 DR18 12" PVC WATERLINE \ \ C"!' z 55 •�Tv N ±215 LF 12" PC350 PROPOSED STORM, / DIP RJ WATERLINE REF. GRADING SHEETS / PROPOSED 12" GRAVITY SEWER, REF. UTILITY \ / DWG'S FOR REQ'S. / 1 PROPOSED STORM, REF. GRADING SHEETS EN INEERING, PA RETAINING ALL COMMD LAW, STATUTORY AND OTHER RESE -SREROgF D pp +QFEOPIGH^THRETO.�INHLNOBE 00 50 00 00 50 00 50 0 Tms5w4fim Is CHAMBERS RIGHTS Ip COPIED IN © COPYRIGHT 2019 :e )75 )70 )65 .e )55 )50 �45 al C h LBEMARLE NORTH CAROLINA Watrr: A, zaew Dpportar/t�. w Q 0 z O a U W w 0 Y 00 O O N rM I Lu M QI z W O U o 1= a W Of 0 U U U Z w 0 3 a 0 W V) W Ir Y Of N I`7 Ln Cfl O w z oz o o 0 U z (I ~ < w � U z 00 O 3 0 I O OU 1 d N L� O 0_ W O N 0 p LLI Z 0D U m } 0 1 0_ N z I Lu 0 J _ Lu m 0 LL Lu w Q o c7 m � o 0 Lu .N z 0 � .N z o w 0 a d Q cn a �o IL W LL Z rn L/�u/ DW c— a o� •A, v o A=, Q WC w U) 00 a Q N 0 W Z z •m O = U W Q W J i LL d Q OF-w £ O m It U s V It Q ZFA v OFESS/G :4z S ' 6 = GINE�.•;�. � L/IIi JI sN`\\�\`• H W H z z ~ z— J 0o LL,Do z o+ N Q �N00 G Lu �o =H0 NW ofN �04 m Oz O I H Wo d W W 0 J _j LU a� Qa 0�0 Wo m a 0 w IY w 0S .j�Q z aw Q J SHEET NUMBER PP-2 2 5 .o .e IN 10 591 58 581 57 571 2 3 4 5 \ I I I �—-- — — — — — — \ _ \ I \\ 1 I I I I IIII 0 50 0+00 0+50 1 +00 59 95 \ \ I 00 \ o\ ��/� / `� 0 II I E >OPROPOSED PROPOSED GRAD �� 80' ROW 9� PROPOSED 5' CONC. 59 � 90 SIDEWALK �� n h N/� / \ \ \ \ 27+00 / /// // - / / / / // / / / / ///// _— 58 85 +p0 0 / — — �O _1000p0 L% 96 \ `�h`j _ — — ±48 LF 12" PC350 — — — DIP RJ WATERLINE 5 ±STA 25+50 - i / \ \ / o I / \ 8 0+50 0+00 0+50 1 +00 80 1-FH ASSEMBLY / \ PROPOSED DOUBLE YELLOW / a — — • . _ — — \ WATERLINE PROFILE INSET / CENTER LINES, REF. DETAIL PROPOSED 2'-0$$ \ CONC. RIBBON CURB, REF. DETAIL \ PROPOSED WHITE EDGE \ Sg> LINE, REF. DETAIL PROPOSED 12" PVC \ 4-45' BEND I C900 DR18 WATERLINE O S s o �� \---,5g \ \ 8g 861 0,00aD DOCIO \ \ \ \ \ \\ • ±530 LF OF 12" PC350 DIP \ \ �\ \ \ \ L) � � RJ WATERLINE. BEGIN 40 LF � \ 37 BEFORE FIRST 45• BEND / X00 \ I \ 'n 4-45• BEND / I \• I 2x00 • I I — — 7 ±STA 30+68 \ \\ \\ \\ \\ \, \� • I 1-FH ASSEMBLY 1-12"x12" TEE 2-12" GV ' /// o \ .: 33 00 REF . INSET ON THIS SHEET FOR PROFILE \ \ \ 1-FH ASSEMBLY 1-12" PLUG SCALE 1"=40'(HOR.) 1"=4'(VERT.) :1 �$.,N UU 21 5U 22 UU 22 5U ZS UU ZS 5U 24 UU 24 5U 25 UU 25 5U 2b UU 2b 5U 2 / UU 2 / 5U 26 UU 26 5U 29 UU 29 5U 6u UU 6U 5U 151 +UU 151 +5U 51 UU 51 5U SS U PVI STA: 24+77.8 PVI STA: 27+56.67 PVI STA: 31 42.47 PVI ELEV: 598.99 PVI ELEV: 588.40 PVI ELEV: 92.16 N I K: 13.89 K 25.12 K: 22. 4 I LVC: 150.00 LV : 119.93 LVC: 109 98 H GH PT. STA: 25+0 .05 TA: 27+92.15 31+08.97 a � LOW PT. � 0 00 � HIGH PT. STA: c IGkLPPT ELEV: 597.14 (6 (6 LOW PT ELEV: 588.86 (6 06 HIGH PT ELEV 591.72 F W Ij +� +� �� + L (= _ CV � Li.l O Lil L LIJ I.,..i W /\ U> cn w cn m L z \ I? U LJ W - J \ m PROPOSED GRADE L�L.I m / \ F \ EXISTING GRADE / \3 80LLI \ 9, � 0 \ O U — \ � — — 0. % \ o 02g / \ � w U \ Z / PROPOSED 12" PVC a C900 DR18 WATERLINE \ w / PROPOSED STORM (BEYOND), `sJ� REF. GRADING SHEETS z ±530 LF 12" PC350 PROPOSED STORM (BEYOND), DIP RJ WATERLINE � N O�0 REF. GRADING SHEETS PROPOSED STORM, REF. GRADING SHEETS GIISgI�AN INSTRUME OF SERVICE AN �SHLAgy THIS CHAMBE RIGHTS COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 LSTATUTORY AND L >05 I i85 .:o i75 i70 i65 al Al 2 MR �±� ff C� r.s ALBEMARLE NORTH CAROLINA lv2trr A, zaew Dpportur/t�. w Q 0 z 0 a U co w 0 Y < oo O O N M w Q 0 z O a U U) w 0 Y N I`7 Ln Cfl 0 0Lu o o 0 U z N H bi U z L O � 3 o f O OU I aN O cr pow a Z 0° �, <a n U N d N z I w } m J 0 w ED 0 L.L z w H Q 0 Lj c� m 0 'cn z 0 W 'cn z o w 0 a d Q cn Q � N p r � IL W LL Z rn Lu = o `m •� E n J O rn N a 0 QC) C WZz .� O = U W Q W J i LL rn d Q OF-w £ O m U s v Q ZFA .. .. ` O oFESS/0 i 6 = GINE�.•;�. � H W H Z z ~ Z — J 0 O W O z + N� UO w M ao LL ZZ �o 1: — N W N , 0 M Oz 0 0 0 H IL W Owz ��+ W � a Lu a H w 111 LLI m 0 .Q z aw Q J SHEET NUMBER PP-3 w 5 im 110 1 2 3 4 5 565 \ w�b\ \ \\ � �`A �`� NDo Do/ n•o rn1 II II \ I I �J / / / /// /// / / / / / / // _' � \ \ � ��/ /// / I I I 1 I I j / / / l / /// /l/ / 1 l 1 // / // l/l/ l // // l jli✓/ii/ %/ // /// i / // / /// / // // // / / 567=— Ln 6 I I I I / / // / / /^ __—� \ — \ I • 1 I / / l lll/ // / / // - `y�i 569 570 I \ \ /w// // l// // //�--------- __-572— - / 2 JS�o \ I l / / / l 1 /l1 // // — 5 / 3Xo / /�� ' / I / / / \\ \\ \ \ \ I l 1 1 / / // / /// ll/ l ii/ // /////// _ '51 s \ /i D o / � / / / ( \ \ � \ / I / / / / / / // // / / / / —_— ------ 576 •'� / ------------- 57 8 i u' Do Ln 00rn I �i �\ \ \ \ 1 \ I I /// / / / // / 580 PROPOSED ///-- /-------582— 80' ROW �/\ \ \ • \ \ \ 1 I / / / / / / / // / // / / //� // // // // / / // / // / / // ��----583 �-PROPOSED 5' CONC. \ \\\ -586--- SIDEWALK \ / I/// /////// / //• �585 —/L \ 00 11 59° 59( 58° 58( 57` 57( 56° THI CHAMBE RIGHTS COPIED IN © COPYRIGHT 2019 PROPOSED 2'-0" CONC. RIBBON CURB, REF. DETAIL PROPOSED 12" PVC C900 DR18 WATERLINE \ ±STA 35+38 1-FH ASSEMBLY -087 _-- t / 1 0 6, \ \ 1 ` •I 1 I I I I //// ///1/— j/ i�/ / , / l / 1 I ► o,�I - 1 °c`�' ,� \-589 \ \ \ �--� - \ \ 3SX e / I v' `�� 1 I \ I 1 1 I I III l ///(// / � / / � l 1 ���r \ °° `� � 00 �� I I III I Ill 1111� II/ I / // ���/ / ��' i / 1 \ 3 II \ Lo °�11 I// / // / j� S90 \ 575 ,,f \� /�.576 > I '37+JI 00 ( PROPOSED DOUBLE YELLOW I CENTER LINES, REF. DETAIL 1 PROPOSED WHITE EDGE 1 LINE, REF. DETAIL i I 1 1 I I / 40 Lo 00 Go I I I I� \ � I I I I I \ 1\ 1 1 \\ 39+00 0 vo Boom_ I ±STA 40+58 1-FH ASSEMBLY co ±180 LF OF 12" PC350 DIP RJ WATERLINE. BEGIN 40 LF BEFORE \ FIRST 45• BEND & EXTEND 40 LF AFTER LAST 45• BEND 4-45• BEND I / I Ln \ l \ Z UU SZ 5U SS UU SS 5U 64 UU 64 5U 6b UU 6b 5U 6b UU 6b 5U 61 UU 61 5U 66 UU 66 5U 69 UU 69 5U 4U UU 4U 5U 41+UU 41+5U 42 UU 42 5U 4S UU 46 5U 44 U PVI STA: 33+00.00 PVI STA: 35+8 .92 VI STA: 38+21.71 PVI STA: 1+98.00 PVI ELE 585.83 PVI ELEV: 59032 VI ELEV: 573.78 PVI ELEV: 590.92 K: 82 K: 21.12 K: 18.60 K: 2 .87 LVC: 50.00 LVC: 180.8 LVC: 214.64 LVC: 2152.75 c LOW PT. ST 33+32.70 HIGH PT. STA: 35 27.81 LOWPT. STA: 38+44.3 HIGH PT. SST 41+71.25 0 � 0 0 0 o n o r� rn IY) N r- 00 L) c 0 00 0 00 LOW PT EL V: 586.68 O Ln Cn HIGH PT ELEV: 5 9.16 N L W PT ELEV: 576.74 O Li Co (D Lri HIGH PT EL V: 587.44 0 4 N N 00 I� 00 � � tb Ln Il 00 Lr + N r- Ln r- + OD Lo N 00 + Ln L L M Lyj M LIJ n �j K) L.J I" LLj M LIJ LLJ LIJ (ii > (ii cii > Gi w N > (ii > N > (%i > L Um L>LI U Um C> Um U W Um C> W > > > > > > > > m w EXISTING GRADE m w m w m w > C F O o — 1.5B% \ \ . \69 PROPOSED GRADE 9 / w PROPOSED 12" PVC w C900 DR18 WL / ` > w \ wl= z w ro / z J_ I / U Q • L LJ 0 ±180 LF 12" PC350 DIP RJ WATERLINE (BEYOND), PROPOSED STORM REF. GRADING SHEETS N IS AN INSTRUME OF SERVICE AND SHALL REMAIN TH PROPERTY OF I�EfRINc, PA RETAINING ALL Cd��1 E COPYRIGHT THERETO. Jb1I WHOLE OR PART. UNLESS OTHERWISE PROVIDED STATUTORY AND OTHERE ING SHALL NOT BE REP FOR IN WRITING. 33150 34100 34150 35100 35150 36100 36150 37100 37150 38 00 38150 39100 39 50 40 00 40 50 41+00 41+50 42 00 42 50 43 00 43 50 44 0 2 3 w 5 i00 15 C .•if i85 i75 i70 i65 i60 ) C h 2 a E LBEMARLE NORTH CAROLINA wqt A, zaew Dpportar/t�. Lu Q 0 z O o_ U U Lu 0 Y < w O O N rM w Q 0 z 0 o_ U W Lu 0 Y O w z z o m o z o 0 U z I H H U z L 00 O 3 QO O 0 0- Li 0 0_ p o0 z Lil 0° �, <a n U m } 0_ N z I Lu 0 J _ w ED 0 L.L Lu w Q o c� m � o 0 Lu .N z 0 � .N z o L u 0 a d Q cn Q � r CL w LL Z rn LI..I Lu D�•� = 0 N E V J O rn N a Q 0 0 C WZz .� O = U W Q W J W LL d Q OF-w £ O -i U s V It Q ZFA v \\\\�N CAA?o 'ZA ` O oFEssio• 6 = �GINE� •;�. � ` ;.LI J. X N Lu H Z z ~ Z — J 0 o W?0 z+ to U o � � ao zz �o =10 NIY ON 0� and z0 W oo W W 0 L J + LLI a; Q d 0 . (n W m a 0 w IY w 0S .j�Q z aw SHEET NUMBER PP-4 Im 1 2 3 do \ \ \ \ /�— _— /— -- — \ / _ — \ \ — \ \ \ I PROPOSED WHITE EDGE — \ \ LINE, REF. DETAIL R PROPOSED DOUBLE YELLOW I �T PROPOSED \ \ \ \ CENTER LINES, REF. DETAIL / 80' ROW \ \ 154 � PROPOSED GUARDRAIL, AIL, PROPOSED 5' CONC. -- SIDEWALK \\S SQ Sgs 352 \ 4B o 64) o SEE SHEET PP-9 / / / FOR REVS I 'v / i 0 52+c)D —bb tk \ \ \ \ \ \ \ 00 �s>\s69;ss \S6>.\ s\ _-- / / / // -_ 4/+p0 77 0 \ _ - - C \\ \ \ \ s\S\ss ss\ss cS� Ss ss`S� �° Oj 0`,� -�`� Scol Q rn \ \ \ \ \ 1-12"x12" TEE 2-12" GV \ \ \ PROPOSED 2'-0" \ \ \ \ \ \ C. RIBBON CURB, / \ ±600 LF 12" PC350 CON \ \ \ \ \ \ \ \ \ \ \ \ \ \ DIP RJ WATERLINE 50+00 \ L=4 a REF. DETAIL \ \ \ � \PROPOSED 12" PVC C900 DR18 WATERLINE \ \ \ s06 ±STA 45+71 \ \ s o' \ \ \ \ \ `1-FH ASSEMBLY s s6, Q L9 \ \ \ \ \ \ \ \ \ \'-Z ° \\ \ass \s85\ �199 \ L 59( 58° 58( 57° 57( 56; 56( 55° ��/'■ \\\ \ \ \ \ \ \� \\ \ \ \ \ \ \ \ \\ \ 570- I ±STA 54+58 1-FH ASSEMBLY 5 I I I / I I I I / I, \ SCALE \1 "=40' 1�iWr S ER$ N6 UU 4S 5U 44 UU 44 5U 45 UU 45 5U 4b UU 4b 5U 4/ UU 4/ 5U 46 UU 46 5U 4y UU 4y 5U 5U UU 5U 5U 51+UU 51+5U 51 UU 51 5U 5S UU 5S 5U 54 UU 54 5U 55 U PVI STA: 48+76.78 PVI ST : 52+06.17 PVI ELEV: 543.40 PVI E EV: 566.19 I K: 32.07 K: 18.36 LVC: 446.38 LV : 95.41 c LOW PT. STA: 48+78 12 N rn o c 0 O) LOW PT ELEV: 551.17 rn Q) OD 00 Ln m Do CV r F bi W LL( + LLo 0 L - o \ Cn LIJ U) L LIJ U C U U U Ld L Z_ m U w U m \ J Ld 0] \ I I- I- PROPOSED GRADE EXISTING GRADE EXISTING GRADE /69� 72% PROPOSED GRADE J / J JVV \ EXISTING GRADE / \ \ PROPOSED GRADE 0 of 56 JJJ \ / U \ z PROPOSED 12" PVC \ / C900 DR18 WATERLINE PROPOSED 12" PVC C900 DR18 WATERLINE \ \ / w / o U PROPOSED 12" PVC 55 JTJ z C900 DR18 WATERLINE \ / \/ n ±600 LF 12" PC350 DIP RJ WATERLINE PROPOSED STORM (BEYOND), REF. GRADING SHEETS NG IS ANN�� INSFRUME OF SERVICE H�AnnLy��t(L,, REMAIN TH PROPERN OF - WHOLE �ANUDp I MG-CO�ICHTT"THERETO.COgy�S OR PART. UNLESS OTHERWISE PROVIDED R9y1NGTSHALLRNOT"BE REPRO FOR IN WRITING. 44 50 45 00 45 50 46 00 46 50 47 00 47 50 48 00 48 50 49 00 49550 50 50 00 50 50 51 +00 51 +50 52 00 52 50 53+00 53+50 54+00 54+50 55+0 THIS!�� CHAMB LT RIGHTS I COPIED IN © COPYRIGHT 2019 2 3 ti i85 i75 i70 i65 i55 i50 i45 I] C h et ALBEMARLE NORTH CAROLINA lfl &t {A,. Lard Dpp�t�rlc�. w Q 0 z 0 o_ U w 0 Y < 00 O O N r2 w Q 0 z 0 o_ U 0 w 0 Y Q' co � 0 0ui o o 0 U z N bi U H z o � 3 o f o OU I aN 0 ly w O N O p LL Z 0 z U N } o 0 N I W J m 0 _ LL J w H Q U �w Z Ucf) m H U( O U) >Z m z w n 0 N 0 a U N 0- Q Z5 Q Q � r CL W LL Z rn r = m v o o� •� Q L�//l`W w U) 00 a Q N C 2Zz �m LLJ O = U W Q W J i LL U) d O=Q }Xw £ tz O -1 U s V Q ZFA r H W IH Z Z� z (n0 v� J T-0, Z O OLo 0 U � Lo O LL ZZ �o =H0 N W O N Z O � O ~ W m O Ld z J W Lu a H Q W W W W .� m Q 06 (n z Q N Q J W SHEET NUMBER PP-5 1 2 /IN— ' — — 40 \ r PROPOSED 80' ROW 00 / / PROPOSED 5' CONC. �•\ \ / SIDEWALK —570- \ PROPOSED TEMPORARY / CONSTRUCTION EASEMENT 71-�— J S6X00 \ \ \ PROPOSED 2'-0" \ \ \ \ CONC. RIBBON CURB, <� \ \ REF. DETAIL PROPOSED 12" PVC �� \ C900 DR18 WATERLINE \ \ \ \ \ \ \ PROPOSED DOUBLE YELLOW \ \ \\ \ \ CENTER LINES, REF. DETAIL C \ \ - , PROPOSED WHITE EDGE \ \ \ \ \ \ \ \ \ \ \ LINE, REF. DETAIL STA 59+70 1 - FH ASSEMBLY 1 - 12"x12" TEE a\ \\ 1 - 12" GV N \ \ \ \ \ \ W \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 - 12" PLUG TAPPED 2" CID 1 - 2" BLOWOFF ASSEMBLY Lb Q n�Z 4 Low \ \ \ \\ \ \ \ co 1 Mo. 10 L 59; 59, M. 58, 57; 57, M. 56, 3 0 5 / / / -Aoo6ua0 q�� �Z a6 ad-Aoo�q\oN NO \ \ \ EXISTING 6" \ \ WATERLINE tl\ M NHS p � 6 \ \ \ \ \ \ S,Oa6Pa6�jk° \ s• \ /M Ls V7, I \)9,09 AA \ / /L — 6qk° rn/ m Mr D 'CL- \ \ / 63X— � OLLJ _ l0 59+Oo MI dN° N• 1 ffy.�� O — — /erg' ;'1(; $4t%t:`:i4 � ��° ��✓ i -H /�PC350 DIP RJ t 50 LF 24" `•' °� " •��P' S7° 1 _ / 't STEEL CASING PIPE GROVES AVENUE, REF. SHEET PP-8 FOR REQ'S EXISTING GRAVEL DRIVEWAY \� cs TO BE REMOVED AND REPLACED TO RIGHT OF WAY \ &NO ----568----- e— Lr N N 6L / / 0 1" 2" SCALE V=40'(HOR.) V=4'(VERT.) 4 UU 54 5U 55 UU 55 5U 5b UU 5b 5U 5/ UU 5/ 5U 5t5 UU bb 5U 5y UU 5y 5U bU UU bU 5U bl+UU bl+5U b1 UU 61 5U bs UU bs 5U 64 UU 64 5U b5 UU b5 5U bb U Lo I a_ a_ Ld W V / PVI STA: 58+8 .13 w z PVI ELEV: 577 87 J K: 109.24 = LVC: 374.0 I2 LO HIGH PT. STA: 58 86.08 M 00 rn HIGH PT ELEV: 576.27 N + + Ln O Lo LflLi w cii cii > w > > m LLI m N n EXISTING GRADE M PROPOSED GRADE - � cn 0 / > O \ Y w� --- / m m z / ' o II LLJ 1.7 2% t 60 LF 12" / / PC350 DIP RJ I \ t 50 LF 24" STEEL CASING PIPE _ PROPOSED 12" PVC C900 DR18 WL EN INEERING, PA RET NING ALL COMMD LAW, STATUTORY AND OTHER RESE �1E COPYRIGHT THERETO.AMAla�1G'SHALL NOT BE REPRO�I D pp0 55+50 56+00 56+50 57+00 57+50 58+00 58+50 59+00 59+50 60+00 60+50 61 +00 61 +50 62+00 62+50 63+00 63+50 64+00 64+50 65+00 65+50 66+0 THIS CHAMBERS RIGHTS INGIdI COPIED I H © COPYRIGHT 2019 i95 I•e, i75 i70 I i55 ) Al ►am I 2 a E LBEMARLE NORTH CAROLINA Watrr: A, zaew Dpportar/t�. w Q 0 z O H d U Ln Lu 0 Y < O O N rM w Q 0 z 0 H a Q' U Ln w 0 Y N I`7 u Qo O w z z O m 0 z D o of I- z H H U z L 000 3 o f o OU I of LL 0 cr LLI o N d p bi z 0° �- <a cn U m } OJ of d N z I W m J J m 0 L.L LU W H Q q Li z c7 m U) � O z � � .N z O Lu d Q cn Q � N p r � a �� w LL z rn w� = o� •r. r. E a o J O rn N a QC) 0 C W Z z .m O = U W QLUJ 0 LL_ G! Q O�w £ O m It U s V Q ZFA v O oFESS/o• i S = 6 = GINE�••;�. � Li JI SM\\\`�� H W H Z z ~ M W JO z 04 N Q o O� ao w a U z � LL_ Z Z ~ � 2 < 0 N W 0 - (n and z0 w I W ow JIY �O �� oe W W 0- aLo G Q LLI m W _j °� (n .�Q z aw Q J SHEET NUMBER PP-6 2 1 2 3 / / / 2LZ 96Dd `Z52l �008 Pago ID ja )iooagloH sluua0 D co \ � I MATCH EXISTING (� \ ROAD WIDTH EXISTING \ \ 60' ROW \ 61 0—-- c�— 63+00 it — i EXISTING DRIVEWAY-, TO BE REMOVED AND REPLACED W/ ASPHALT clod �pl�n TO RIGHT OF WAY ' PROPOSED DOUBLE YELLOW CENTER LINES, REF. DETAIL PROPOSED WHITE EDGE LINE, REF. DETAIL C � Q j LID N (Do C L \-o �\ \ =fin Q _ co oco c 0 r„ Q o ID ua o rt CD � W n 1: 10 E 58' 58( 57; 57( 56; 56( 55; 55( a OHO It-50.00 o EXISTING DRIVEWAY TO BE REMOVED AND o REPLACED W/ ASPHALT TO RIGHT OF WAY 5 QN CD r w I I � I II \ I \ II� \ III / I 1 _ s II ZEDo G edH0 T Q -- — ZDO / f ZN _ I M/8� °0 1 m < mj / zN < �� �� MILL EXISTING ASPHALT / / — — q 3 u n i �H q12 ° al°d } —M7� — ° i M I M�� AND PROVIDE 2" i \ — — — �� - io f v 0 a/ _ =_ I �AcnM ZA£ \ NOSN3H ASPHALT OVERLAY`s�>q ?`b'� 3® �§O v M/ /� a M ��J J, n Ii I<I�� j I� 1S M 7—a — — ` — 0+93 ('0 Arno M \ M \ M M_ M N T M/ d /d M� �� < < «cn — t — ci uawanod �o a6pa 70+00 � — �ro o N nNo M M +—M8 M/2i — — —M/d — — — — t F 69+00 o --- --- n ICI / -------------- ---- 68+00 (nv,i �LnK �� SS — _ uawanD9 }UawaADd ;o abp - 66+ M/a c0" -m -� — — — — — — - 64+00 _ \ a65+0 I+ dH S NQSN /' — —`0 aul�_ob_ _ _ — — d M/d \ I \ I L, c0 ti9'99 _ INIa / 1 _ — M/v a6pa Vi guoW �aNeS — — — — —� — — — — _ M/d M/'d 1 I ` u ; I crn _ — — n al°u _ d M /L z oN I ,Ln I %M/�{�� M/�. O O c l I <Z F nu; Arno Uv� procb M/ M/21 / ti� V 1 L r o N c I c°a 10 — FH ASSEMBLY 1 t 20 LF 12" PC350 DIP. VERIFY VERTICAL CLEARANCE IN FIELD 0 / y Ln M/21 M/d M/d - M/d — \\ \ co �\ \ o/ \ \ 1 — FH ASSEMBLY PROPOSED 12" PVC C900 DR18 WATERLINE LLZ a6Dd `06Z1 "008 Pago 0-1-1 'paasuaaa0 f 60 LF 12" PC350 DIP RJ 2 — 12" 45' BEND 12"x12" TS&V, COORDINATE W/ CITY OF ALBEMARLE PUBLIC UTILITIES DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION, 704-984-9605 1 I o \ n m '1 I� M� I I Q O I 0 oQI fi \ c II N O O �r \ \ m I \\ \ \1 II \\ 1 \I I \ 1 II 1 1 1 2" \ I SCALE V=40'(HOR.) V=4'(VERT.) U 5U Fit UU b1 bU bZ UU bL bU bJ UU bJ bU b4 UU b4 bU b5 UU b5 bU Fib UU Fib bU b / UU Fi / 5U bb UU bb 5U by UU by 5U /U UU /U 5U /1 UU /1 5U /1 UU /1 b u) II a ID_ W W I co W IZ J_ IU Q IPROPOSED GRADE EXISTING GRADE I L w � za t 20 LF 12" PC350 DIP. � VERIFY VERTICAL o0 I CLEARANCE IN FIELD LLd J — APPROX. LOCATION OF EXISTING I SEWER LATERAL, VERIFY PROPOSED 12" PVC 0 VERTICAL CLEARANCE IN FIELD I 0 C900 DR18 WL II CONNECT TO EXISTING 12" WATERLINE, COORDINATE W/ CITY OF ALBEMARLE I PUBLIC UTILITIES DEPARTMENT 48 HOURS PRIOR TO CONSTRUCTION, 704-984-9605 t 60 LF 12" II II I I I I PC350 DIP RJ ENGI EERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESE D COPYRIGHT THERETO. SHALL NOT BE REPRODI5gD} o 62 00 62 50 63 00 63 50 64 00 6450 65 00 65 50 66 00 66 50 67 00 67+50 68+00 68+50 69+00 69+50 70 00 70 50 71 +00 71 +50 72100 72 5 THIS CHAMBERS RIGHTS INQd10D RFIE COPIED IN O `61� PART, UNLESS OTHERWIS FOR IN © COPYRIGHT 2019 585 575 570 565 555 550 545 ) a1 Al 2 MR �±� ff C� �., ALBEMARLE NORTH CAROLINA lv2trr A, zaew Dpportur/t�. W Q 0 z O a U U) w 0 Y 0) I Lu M QI Z w O U 0 a Lii 0 U U U) Z W 0 Q 0 W V) w of Y N I`7 Ln co O w z Z o ED O Z 0 of � z ~ w z O 3 QO I o OU 1 0- NN LZ O li.i o �p N D L11 Z DO � c, Um } 0 dN z I u10 J _ w ED 0 L.L LU W H Q Ld z m U) F 0 .N Lu 0 0- < cn Q � r IL W LL Z rn N •� E V J C) rn N a QC) 0 C W Z z .m O = co U W Q W J W u_ d Q OF-w £ O m U s V Q ZFA v OARp�''�� � � OFESS/G• 6 = GINE�.•;�. � //1111111110 H 1% N LXLJ Z ZZ z �O W JO Z W too of Q- z oo G LL ZZ �o =0U0 N W O- I w ti W IL z Lu Lu -jW WO LL(n� Q W a E Z �a w 0-0 mW m °6Z �a aw Q= J SHEET NUMBER PP-7 5 1 [� THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERTY OF CHAMBERS ENGINEERING, PA RETAINING ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THERETO. THIS DRAWING SHALL NOT BE REPRODUCED OR COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 2 I II f I 1 I I I I I I ' I 1 I I I f I I I I I I I I I I I I I � � I 1 1 2 I\ 1 \ I \ I \ \ I 1 \v \ \ \ \ l 58° 58( 57` 57( 56` 56( 55` 3 1 0 �`�g00 �e�5 \ �oe �eea 1 \ \ v 1.JY+`r \ ,y.A o /� ti +. � ter• .� /� 1 1 \ s, \\� \ ° uwWaT.i \tee ok EXISTING 60' ROW \ e MATCH GRADE TO R/w EXISTING GRAVEL ROAD ��o R/v✓ .`o 0 R/W \ \ \ \ n — — — R/W \ \ PROPOSED DOUBLE YELLOW \ \ \ R/W CENTER LINES, REF. DETAIL \ \ \ \ R�y/�� ''` • :•¢: - ` \ \ PROPOSED WHITE EDGE — \ \ R/w �� .. LINE, REF. DETAIL 1 1---574- I 1 0+50 1+00 1+50 2+00 2+50 3+00 90 0o PVI STA: 0+ PVI ELEV: 5 0.82 74.00 VI STA: 1+71.38 VI ELEV: 565.00 0 + K: 16.5 LVC: 37. 7 K: 15.17 LVC: 65.30 0 II H LLI ofi m w r 00 CV 4 CO N W �> m m II 1:r o') N> > W N L d LLI> rN CO po U> m r r,0 W m LLI C)> > L L I W 0 J m' 0 W I \ �6 0 m 0 'd . V` u \ J W EXISTING GRADE 9q, PROPOSED GRADE 55 —1 00 —VTJV VTVV VTJV ITVV ITJV 3 LTVV LTJV INK i75 i70 i65 i55 50 3+00 5 0 V, SCALE V=40'(HOR.) V=4'(VERT.) C am now. ALBEMARLE NORTH CAROLINA wqt A, zaew Dpportar/t�. W Q 0 z O a U LLI 0 Y < O O N M W Q 0 z O a U W 0 Y N I`7 Ln Qo O w z oz 0 o 0 U z cI ~ W I z 00 O 3 o l O OU 1 of a� O bi p o a z LLI 0° �, <a cn U m } OJ f d No z I W 0 m J J m 0 L.L Lu W H Q n Li z m U) � 0 Z5 .N z 0 U .N z oNJ w Fn 0 a d Q cn Q � Z. p r N W LL Z rn W r- = o m •� E v o J C) rn N a QCn 0 C w Z z .� O = U W Q W J W LL � � d O�Q 2 £ Lu pmIt U s V Q ZFA v �Illlllii��� p oFEssio 6 = GINE�• �. � N I--Z z W J_ LLI o LL t�1 �o Ow N� C) aZLL 1 LL WH =°r° TWO W W- 04 NZ<00 m L O0 a W W W Wj -i� }0_ JW WEO QO(n �p wa 0CD LLI LLIm m O jI- a aw SHEET NUMBER PP-8 I us 190 1: 110 -1 00 -0 50 57 56 561 55 551 54 541 53! 2 3 4 5 0002 STA 6+50 1-FH ASSEMBLY±300 LF 12" PC350 /' / DIP RJ WATERLINE Zo C900 DR118PROPOSEWATERLINE /D 12" PVC/ \�> \ PROPOSED GUARDRAIL, REF. DETAIL40 j \ ±230 LF OF 12" PC350 DIP / 4E RJ WATERLINE. EXTEND 40 LF PROPOSED WHITE EDGE I I I I _ _ / — �' S ^, 5 AFTER LAST 22.5` BEND. LINE, REF. DETAIL / \ \ _ , L=799.58, R=500.00 �� / / / / / �0 / / / / / �p tSTA 1+50 / Q ` — PROPOSED DOUBLE YELLOW 62 — — — — — 1-FH ASSEMBLY I I \ \ . 6�p0 CENTER LINES, REF. DETAIL / - r pr 4+0 / ti // PROPOSED 5' CONC. S2 `S�j cS s / / y; x00 1+00 /:• .i/../ SIDEWALK+00 3+00 L=197.72, R= ..:� / , // / �. o D=18.88 cp:./ / / / PROPOSED �o 80' ROW ...,. PROPOSED GUARDRAIL, — �\':.';.n p-. !.\' \ \\ _� ''� I \ I / / / / / REF. DETAIL ugh / / / \ 00 CONIC. RPROPOSIBBON CURB, \\ SRO/ S / \ \ r /' / / //// // // //� �5�� °� / \ REF. DETAILv42� 548--__ °4�, 548— / \ v' --534 -- s \ \ \ \ \ _-------� \ \ —`-`\ \\\ \ \ \ \ \ I / / / \ //� / j / / // //// ///// /�. 535 --537 1"540 // 2„ SCALE 1 "=40' (HOR.) 1 "=4' (VERT. ) /\ I nn /\ I r-n 'I 1 nn 'I 1 r-n n 1 nn n 1 r-n 2 1 nn 2 1 r-n A I nn A I r-n G I nn G I r-n G I nn G I r-n -7. nn -7 1 G/\ O 1 n\ O 1 G/\ e, I n d e, I G/\ -I n I n\ -I n. G/\ 11 +00 50 O PVI STA: 5+06.28 PVI STA: 9+97.70 I PVI E EV: 533.06 PVI ELEV: 526.53 I 0o K: 38.83 K: 45.32 I j 0 5S5 LV : 150.00 LVC: 375.36 bi 54 + 000 D° L° N N LOW PT. STA: 8+70.21 (= rn C6 0 N N o 0 w LOW PT ELEV: 528.62 0) II CIJ _ 0 Wco to P`) +0 +0 + Z +0 Q d? � 0 DO J (n N M LIJ bi U Y� + _ U� �p U> W U> m U 0 Ld W UJ U) II m W m 1? m a 54 ccn .�.. — w 0 > a I c� w w w > o m \ w II \ Z Q L>LI \ 0w 2.0o ' 53 , �-2. o0q \ PROPOSED GRADE I EXISTING GRADE L, z Q � w PROPOSED GRADE C) U z_ EXISTING GRADE z 53 55^ JJV PROPOSED STORM, \ - REF. GRADING SHEETS \ / \ 9 0 52 JTJ \ PROPOSED 12" PVC \ \ z C900 DR18 WATERLINE O / \ � U Z / ±230 LF OF 12" PC350 DIP RJ WATERLINE PROPOSED 12" PVC ±300 LF 12" PC350 C900 DR18 WATERLINE DIP RJ WATERLINE PROPOSED STORM, REF. GRADING SHEETS — — ENG NEERING, PA RET ING ALL COMMON LAW, STATUTORY D OTHER RISE D THIS CHAM RIGHTS INCLLiDI COPYRIGHT THERETO. THI SHALL NOT BE COPIED IN W PART, UNLESS OTHERWISE FOR IN WRITING. © COPYRIGHT 2019 i45 i40 i35 i30 i25 i20 i15 �V ■ ALBEMARLE NORTH CAROLINA lf"&' A, zaew Dpportur/t�. w Q 0 z O a U U) w 0 Y < O O N M w Q 0 z O a U co W 0 Y ui 0 oz o o 0 U z N H bi � U z 00 O 3 0 I OU OU 1 CD d NN LL cr li.i o N d p bi Z 0° ,, <a O N U m } d N z I Lu 0 m J J m 0 L.L LLI W H Q Ld z c7 m � O z ED U) z o Lii d Q cn Q � r W LL z rn W � = o •� E a o J O rn N a 0 QC) C WZz .� O = U W Q W J W LL d Q O�w £ O m U s V Q ZFA H X W HZ z i Lu J Q 00 Q O Q N N° �7 N z ZZ=o IL Lu NW d OC-4 O J(n— an Z � O W O W DIY �O [ � aW �a O< m a W W Lu m Q a °.° a 06 aw Q J SHEET NUMBER VTVV VTJV ITVV ITJV LTVV LTJV JTVV JTJV `tTVV 'tTJV ..JTVV ..JT JV VTVV VTJV /TVV /T..JV VTVV UT..JV JTVV JT..JV I VTVV 3 4 5 I VTJV PP-9 1 us 1 2 PROPOSED 12" PVC C900 DR18 WATERLINE \\ ±STA 11+50 1—FH ASSEMBLY i \CP \ S` �,, PROPOSED DOUBLE YELLOW — \ \ \ yyo/) sc� ' \ �' / \ \r' CENTER LINES, REF. DETAIL / \\ \\ \N �A \\ �� PROPOSED WHITE EDGE s � \ \` \ / p \ � \ \\ \ \LINE, REF. DETAIL Co j 11 / L' I 11 1 j 1 1 1 1 1 / \ I / o 3 4 \ \ \ \ \ \ \ w I \ \ o I cP���oo " 110" ±180 LF OF 12" PC350 DIP RJ 'o - WATERLINE. BEGIN 40 LF BEFORE 2°% FIRST 45° BEND & EXTEND 40 LF rld0 � -- ( / 540 AFTER LAST 45' BEND _ / N,\ ±STA 16+50�'54G \ _ \ `\ \ \ cn 1—FH ASSEMBLY 545 / ♦CO \ > \m 14+00 1 561 55' I B 551 110 54; 541 53; 531 52! THIS CHAM RIGHTS IN COPIED IN © COPYRIGHT 2019 17+0 19+00 20+00 4 . 4' q -` -- -- -- -- - PROPOSED 2'-0" CONC. RIBBON CURB, REF. DETAIL 1 � 1 1 \ 1 -r lu.w anD ;o a pa Wla }alul doap 2 8 Q° o Q aull aa}Dnn m m CD m l 0 o g g <�,� 66'9bS = ul nul - WI \� oc•oss .a UISD M/21 CD - }uaWaso3 Al CIL CD o / ��� `D PROPOSED 5 CONC. `O SIDEWALK SS \ \ \ \ \\ �. ` / / / L0 \\ `rso / 3CD y \ \ \ moo°' �p I PROPOSED / 80' ROW I \\ \\ \ \ \ / / z--- —\ a< \ \ \ \ \ I 2 / I \1 I I I I / \ \ I \ _ \ \ \\ \ \ \\ -0Qo o / / / // \ \ \`� \ \\ m� 7;m N� ` \ \ \` ` \� \ -Or+ 0 1" 2" SCALE V=40'(HOR.) V=4'(VERT.) 21+50 22 00 70 U UU 1 U 5U 11 +UU 11 +5U 12 UU 12 5U 115 UU 115 5U 14+UU 14+5U 15+UU 15+5U 1 b+UU 1 b+SU 1 /+UU 1 /+5U 1 b+UU 1 b+SU 19+UU 1 y+SU 2U UU 2U 5U 21 +UU I a_ PVI STA: 13 40.33 PVI ELEV: 510.36 K: 18.7 PVI STA: 16+8 .71 w PVI ELEV: 546 72 HIGH PT. STA: 13+95.59 M LVC: 150.0 w I 0 0 HIGH PT ELEV: 549.67 a; LOW PT. STA: 16+90.11 � z + � o LOW PT ELEV: 547.09 0 �+ _ U U + U Um W �0 U U I� m w U m U> W °' > > I\ o+ '� � N EXISTING GRADE II W oM PROPOSED GRADE Y � Q � W 0_ JTJ m II W 55 00000000000r 0> a J C� W PROPOSED GRADE w I > > EXISTING GRADE O U U _ 55 CAn JTV Z z — —1.05% PROPOSED 12" PVC C900 DR18 WATERLINE w > O — 54 U — J // PROPOSED 12" PVC C900 DR18 WATERLINE / PROPOSED STORM (BEYOND), REF. GRADING SHEETS I f 180 LF 12" PC350 DIP RJ WATERLINE 535 EN Ir.EERING, PA RET NING ALL COMMD LAW, sTA-rumw D OTHER RESE D 4gD1 MH3LE�D B1MAE COPYRIGHT THERETD. IM PART. UNLESS ERETO. 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