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HomeMy WebLinkAbout20200941 Ver 2_5_Roadway Plan & Profiles 9.28.20-compressed_202101201us / 565 y ^r v I I I I r� • I- 1 0 110 58( 57° 57( 56` 56( 55,' 55( 54` 1 2 3 4 5 z^ 564, s63`��� \ \ Sg / / /// /// / / / / I / // /� / / / / / / / // / j/ �� �� i� /� 560 -562- — — — — \\ \ S6 \ �\ �- // / / / /// - - rr /// / / // // C) r � 564--- w`�� PROPOSED STOP SIGN / / / l / // / / /% / / / j / I \ / / / /_ / / / / MUTCD R1-1, REF. DETAIL ///� / k0 / m O / co S WHITE STOP BAR, � �' G REF. DETAIL I -- - \ PROPOSED LEFT/RIGHT TURN / // / // // �// / / / / // j j� / // / // / / / j /j / / / / / / j / - - / ARROW (TYP), REF. DETAIL - / // // / // / // / / /// // / / / / / / / / / / / / j / / / - -�- / / / / / PROPOSED V-6" CONC. PROPOSED CURB & GUTTER, PROPOSED YELLOW DIAGONAL / // /�/ / /// / / // / / /// .'' /j//j// / 80' ROW \ REF. DETAIL / LINES, REF. DETAIL / / / / / // // /I / / // // // /// /// //%/ /// PROPOSED 5' CONC. // / �/ / // O ' PROPOSED 2'-0" / / / / / / / / // / / / / / / / / / 0 \ \ \ \ CONC. RIBBON CURB,// / / / / / / / / SIDEWALK \ \ _ REF. DETAIL o— � - `� �• �� - / / / / / I l I I / I I I PROPOSED GUARDRAIL, 00 �-=� .� / / 1 1 I REF. DETAIL o4+09k _r j-q —� o — / 1-FHSASSEMBTA LY PROPOSED 12" MASTER I \ - _ y �- 7+00 800.00 L=632.21, R= � METER, REF. DETAIL FOR \ 1 1 \ \ \ \ \ �- -� _I _ - D=45.28 - - _ / PROPOSED 12" PVC ` r REVS \\ \ \\ 1 I I I \ I I 1 \ ------ / C900 DR18 WATERLINE PROPOSED 12" PRESSURE \ \� \ ±215 LF OF 12" PC350 DIP REDUCING STATION, REF. \ \ RJ WATERLINE. EXTEND 40 LF DETAIL FOR REVS AFTER LAST 22.5° BEND.- ±STA 0+58 S6 \ 2-22.5• BEND 1-12" PLUG \ 6 \ 6 � Sg S � � / / / / / / / / / � / // / _ � � I I I I I I I I I I I I I I I / / / PROPOSED DOUBLE YELLOW 1-FH ASSEMBLY \ S 6Q �' \ I I I I / / / / / / / / / / / / / // /h - I I III I I I ( I I I r / // CENTER LINES, REF. DETAIL ±STA 5+67 I 1-FH ASSEMBLY I \ 2" SC LE 1 "=40' (HOR.) 1 "=4' (VERT. ) I iNc4 UU —U 5U U+UU U+SU I+UU I+SU Z+UU Z+SU .S+UU .S+SU 4+UU 4+5U S+UU 5+5U b UU ti+SU /+UU /+5U ti+UU b+lbu y+UU 9 ou 1U UU lU 5U 11+Uu O O 0 PVI STA: 0 91.40 PVI STA: 4+83.85 P I STA: 10+18.36 + PVI ELEV: 555.69 PVI ELEV: 538.97 VI ELEV: 576.35 O K: 25.8 K: 23.48 K: 25.62 II LVC: 124.26 LVC: 324.09 LVC: 358.41 w LOW PT. STA: 4+81.68 HIGH PT. STA: 10+18.2cq o N 0 o O (6 N o LOW PT ELEV: 544.56 � of re) HIG PT ELEV: 570.08 Y a� N +U) Ln +LLn + / +L`°n +`n W of 0 1") LD 00 m i; II v > v U> / w U> &i U w 0> U> m m w m m U w m m o w W 0_ J / v W 57 C C C JJJ v 93%2.00 0 550- 57 550 EXISTING GRADE ., \ \ / I PROPOSED GRADE o0 \ \ 54 �vv ,.�� 56 54:, 8/9 56 540 EXISTING GRADE I PROPOSED GRADE \ z PROPOSED GRADE I z / „ EXISTING GRADE Q 9g�� ±215 LF 12 PC350 DIP RJ WATERLINE PROPOSED 12" PVC / C900 DR18 WATERLINE z � 55 N PROPOSED 12" PVC C900 DR18 WATERLINE 53 �^ .lT 55 l PROPOSED STORM, REF. GRADING SHEETS GLd$ITNe bOPYRICEHTT"THERETO. OR PART. UNLESS OTHERWISE PROVIDED }< NG SHALL NOT"BDU E RE�o` 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+0C FOR IN WRITING. THIS)AQW IS CHAMBER RIGHTS COPIED IN WHOLE © COPYRIGHT 2019 1 3 2 ti ci•� 75 70 55 Mo 55 45 Al PIX MINE ALBEMARLE fNffORTpi IIC_A��f��LydLi M1IA Ao Lu Q 0 z O o_ U U) Lu 0 Y < co ol O N r2 rn I LU � oI U) z w O U o o_ c� w of U U co Z W 0 3 Q 0 w Ln w Of Y of N I`') In Cs7 Lu 0 0 ED N O U z CD01 < U I U H o � 00 (31 3 oa o I ao -R O 0 o_ N m 0N <g o o_ z U rn 0 1 0- N I Lu m — J m 0 L.L W Q c� �Zz n _`HU)z 0-0 ~ omU)� lLu)Il'o as a � r a co w LL z rn w� w ofo c o 0 `m r J CDQ) Q �a QC) N 0 c wz z O c ca W a JN '^^w' v/ Of W Q O� 2 £ gyml 0 vIttQ s L V / Lu Lu 0 IH Z z ~ LuJ O C± � o + w Q C/) 00 LL W H = 00 Lu 0 NW �oN _C/)� m ILO z w O W O W J O LL, � > a� 0 . o Lua aH m W m 06 (n .Q z aw Q J SHEET NUMBER 1K 1901 I: 11"T 1 2 3 4 \ TT— \\ \\\ \\ \ \\\\ \ \ / �� /// / / / --__—\ � \_VI 1 1 \ LlI 540 \ \ \ \ \ I \ --- ---- _ _ 535 /// // i�/'�-_ ----- — �-� PROPOSED \\��� \\ \\\\ \\��\ \\\\\�I\\ cs\v \/ / /ii_------- ��\ \\�� - ---- I °a°��a 80' Row \ \\ \\\ \ \\ \\ ��\ \ t \ / / o — _ _ _ _ _ S45 — — — — — Lo / / // PROPOSED BLOCK �R\\\\o\ \ \ \ /\ �I /// j o/ // —550 ---- \\�� \� - - - 545 5 = RETAINING WALL _ - _- _ _ PROPOSED 5' CONC. - - _ 550 f- SIDEWALK 58! 581 57! 571 56! 561 55 551 Q `�6 —0j o \ \ \ \ \\ \\ \ / / / / // /� PROPOSED GUARDRAIL, — — — — ` \ _ — — — — _ _ _ ��= g1'66�- S� \\ \ \ \\\ \\ \ \\\\ \ \\ l // // j j/ // REF. DETAIL -- �� ��--__------ ---___ i m 13+ RG 15+00 16+00 17+00 ITT I \ \ \ \ \ \\ \ \\ 0)PROPOSED 2'_0" PROPOSED 12" PVC 0) CONC. RIBBON CURBC900 DR18 WATERLINE tSTA 15+67REF. DETA 1-FH ASSEMBLY \\\ \ \\ I I I I I I i i �' I II II11 \\ 111111�11 1 111 I I 0I s I l� ' o � I I I I I I I \ I IIII II I I116 I l o l I I Lo CLs L s PROPOSED 12" GRAVITY SEWER, REF. UTILITY DWG'S FOR REQ'S. _ \ \ \ I \ \ \ \ \ \ \ \ \ \ l A// \ \\ \ \ PROPOSED DOUBLE YELLOW �&/' /— \ CENTER LINES, REF. DETAIL p \ \ \ \ \ f STA 20+66 \ \ \ \ vS °� `S\ ✓ / ' / '� �� `°�^ Gv '� / 1-FH ASSEMBLY I- I \ \\ \\ \\ \\ \ \\_�\ter/ // // /� ^ N IM i I I I \\ \\ \ \//// � ^ oo rn o Do Lo \ co Lp / / 1 00 0 1„ 2" SCALE 1 "=40' (HOR.) 1 "=4' (VERT. ) U UU 1 U 5U 11 +UU 11 +5U 1 Z UU 1 Z 5U 115 UU 1,5 5U 14 UU 14 5U 15 UU 15 5U 16 UU 16 5U 1 / UU 1 / 5U 1 t3 UU 1 5U 19 UU 19 5U 2U UU 20 5U 21 UU 21 5U 22 UI PVI STA: 0+18.36 PVI STA: 1 +94.89 PVI STA: 16+06.05 PVI STA: 1 +44.67 PVI ELEV: 576.35 PVI ELEV: 550.00 PVI ELEV: 564.75 PVI ELEV: 54.66 K: 2 .62 K: 15.81 K 16.18 K: 20. 0 LVC: 58.41 LVC: 221.05 LVC: 181.44 LVC: 224.61 I N HIGH PT. ST : 10+18.29 LOW PT. STA: 13+94.98 HIGH PT. TA: 16+28.35 LOW PT. STA: 18+16.95 "> NN M rn L ai HIGH PT EL V: 570.08 LOW PT ELE : 553.86 0 �6 Do HIGH PT ELEV: 562.36 Ni LOW PT ELEV: 557.62 N r7 �p + m 0 U 0� � L�� 0 + M + L H Ld m� N� -11 .. r — UJ W (n U U (%1 > = (n U > (n > p>p m > j m > t�1 > m CD) \ > m > w L L I w m m w m w z / U \ H / EXISTING GRADE EXISTING GRADE \ 57 5�0 PROPOSED GRADE PROPOSED GRADE \ \ LLJ > 0 U / EXISTING GRADE 57 PROPOSED GRADE I� / PROPOSED 12" PVC \ C900 DR18 WATERLINE / 55 JVJ 56 JJV _ I \ w W Z/ ±215 LF 12" PC350 w \ Q DIP RJ WATERLINE w z 54 JVV \ Z 560 J � U PROPOSED 12" PVC _ as C900 DR18 WATERLINE \ N / Q PROPOSED PVC \ \ w v / C900 DR18 TE WATERLINE / N" \ I \ \ z 55 C '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. 550 535 1 PROPOSED STORM, REF. GRADING SHEETS EN INEERING, PA RET NING ALL COMMO QHE COPYRIGHT THERETO. JW R PART IINI FCC nTl-1 R 1 LAW, STATUTORY AND OTHER RES NG SHALL NOT BE REPROgUF MR IN WRITINr D 6® 11+50 12 -00 12 -50 13 -00 13 -50 14 -00 14 -50 15 -00 15 -50 16 -00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20150 21+00 21+50 22 -01 THIS CHAMBERS RIGHTS Ili COPIED Ili © COPYRIGHT 2019 1 ti 75 10 ,65 ,60 55 [.. 45 01 �I h w m m ALBEMARLE NC•RTH CAROLINA A? zow LlJ Q 0 z 0 EL it U U Lu Df M Q1 O N r7 rn I w M QI F- z w 0 U 3 0 CL F- d Ci w 0 U U U z w 0 Q 0 w w Y Er N M 1.C) c0 Lu 0 0 ED N Q U O rn < U I U H 0 � Q p O 1 a o 0 � a o N m I 0 1 d z v, U rn } CL N I LLI 0 J _ J m LL Lu Lu Q U Lw z U m �_ o 0 U z m z p a s LLB N in Q cc/) a �o d in W LL Z rn W Of o =LLJ o `m r •L z E J O U)N Na Qof = z •_ W O z 00 U LLJ W LL U) � G! Q O�w £ UO-i Q s L V Itt ��t}44I�JJft�f� CA1�0 f O 5 - i 4'GI KS 4 ff��rilllLiiS4�� H Lu W H z Z ~ z- J (n0 00 z + T-, ON Ni Q (n N 00 N U z ZZ �o =HLL 0 N W � N I N N �IL zz0 SOH d W W 0 L J O W O 2 a J Lu WE 0 W d Q GLu WH Wm W m C-6 .� Q z as Q J SHEET NUMBER PP-2 1K 1901 .s I u m 59( 58! 58( 57! 57( 2 3 4 5 -0 50 0+00 0+50 1+00 5995 \ \ ,� 00 \ \ \ I I I o oo '\ O o \ \ s I s\ / --�\ /I I II PROPOSEDPROPOSED E O's GRAD ROW 46 9 Z > PROPOSED 5' CONC. / ( I I I / I I I I \ v / h / \ \ \ SIDEWALK / I I I I / I I I 1 / \ \ `, \ �$p / / / / / / / / \ / / / / / // / 59 I� 90 �41 —0)\ / / / /� /— J/ / / / / // � � D 26 \—� - 0 27+00 ` / / / / / / / / / /// /58 85 — \ 28 ±48 LF 12" PC350 DIP RJ WATERLINE 2g."00 \I I I / r� -- — �\ 58 80 S/ I If; 585 1-FHASSEMBLY -0+50 0+00 0+50 1+00 \ PROPOSED DOUBLE YELLOW _ WATERLINE PROFILE INSET I PROPOSED 2'-0" CENTER LINES, REF. DETAIL � _ CONC. RIBBON CURB, -iS9"\ o \ 0 s - -,� /�' — / //' / / I REF. DETAIL 3.. 0�00 I / 1 PROPOSED 12" PVC C900 DR18 WATERLINE / 8 S9 \o'.00 I \ v 4-45' BEND \ \ \ \ rn cAs C ^ I c0 \ \ \ s `\ \ co ��o I ' • I 1 \ \ sd'� \ \ \ \ \ \ \ \ _ ±530 LF OF 12" PC350 DIP \ ` \ \ \ \ 1 `n 'o fin I \ 1 ss \ \ \ \ \ \ \ RJ WATERLINE. BEGIN 40 LF BEFORE FIRST 45° BEND 3/X / 00 \ \\ \ \ �► \ sss \\ \\ \ \ \ \ \ \ \ \\ \\ \\ \ �' ,-�\ `�::.,.. I Irl I ( 1 /(/ ,t Ci 1 I 1 ITI I I o V \ \ \ \ \ \ \ Lo 4-45° BEND l \ ��\ / ✓ — — \ \. \ \ \ • • _ - ±STA 30+68 — ` � \\ \\ \ I 1-FH ASSEMBLY E — / 1-12"x12" TEE �p \ C ,,// 2-12" GV // / oo \ 3`3lOn y i 1 ► \ I / , ' /�/ /� sss ✓ � • \ l\ / / mob' // // // 586—�� REF. INSET ON THIS SHEET FOR PROFILE \ \ / / / 1-FH ASSEMBLY \1 •\ • / // 1-12" PLUG 4c 11 +UU 21 +5U 22 UU 22 5U 1.5 UU 115 5U 24 UU 24 5U 15 UU 15 5U 15 UU 15 5U 2 / UU 2 / 5U 28 UU 28 5U 29 UU 19 5U .5U UU SU 5U ,51 UU 151 5U S' 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: 25.00 K 25.12 K: 22. 4 ` a_ LVC: 270.00 LVC: 119.93 LVC: 109.98 c HIGH PT. STA: 25+1 .84 LOW PT. TA: 27+92.15 HIGH PT. STA: 31+08.97 Lo Do 00 CO I� OD Go N �i GkLPPT ELEV: 595.66 �i 6 LOW PT ELEV: 588.86 . cfl HIGH PT ELEV 591.72 F W + + + uo + m + In L N LLI in N L J N'' OD Llj O LI L _ G LLJ cii > > cii Gi > Ui > bi L Z > m \ > w > U w U m U s - J m LJ m W m W / \ PROPOSED GRADE F \ EXISTING GRADELLJ I \ I.809 00 / z _ O• / / Of \ O 29, o � � w U \ Z / PROPOSED 12" PVC a � C900 DR18 WATERLINE \ a LLI / PROPOSED STORM (BEYOND), REF. GRADING SHEETS z ±530 LF 12" PC350 PROPOSED STORM (BEYOND), DIP RJ WATERLINE N REF. GRADING SHEETS PROPOSED STORM, REF. GRADING SHEETS IN IS AN INSTRUME OF SERVICE AN RING, PA RETAINING ALLM SHALL REMAIN PROPERTY OF ,STATUTORY AND OREPR 22+50 23+00 23+50 24+00 24+50 25 00 25 50 26 00 26 50 27 00 27 50 28 00 28 50 29 00 29 50 30 00 30 50 31400 31 +50 32+00 32 50 33+OI THIS�5 Wk RIGHTSCHAMBEk00L INCL7fHE COPYRIGHT THERETO. all 6RWWIW SHALL NOT BE COPIED IN WHOLE OR PART, UNLESS OTHERWISE PROVIDED FOR IN WRITING. © COPYRIGHT 2019 2 5 >75 >70 >65 tam LBEMARLE N!QRTI••l CAROLINA ��All zoo, w Q 0 z 0 a Df U U U-I 0 Y Df w Q 0 z 0 a- a Df U w 0 d O w z oz ED N O U CD ~ Ir w I LL]U QI O O o I a N ILL: O � d O 04 EO < W 0� d v, U rn } dN z I w� ED J _ J EO 0 LL w Q U �w Z U m �_ U 0 O U) N z 0 -0 m z 0 d Q L.0 N Q O co co co Q � r F- LU Yn C) LL Z ro rn LLI = •L E o J � NQ 00 Ir U)N a0 = wZZ O = U LLJ W LL U) G! 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DETAIL PROPOSED 12" PVC C900 DR18 WATERLINE \ ±STA 35+38 1-FH ASSEMBLY \I ( / / �5 p _ _ / / / ---5�8�/� �\� 5-75 580/— PROPOSED // 80' ROW 580 ,•---. _ PROPOSED 5' CONC. \ \ \ \ \ \ \ \ \ I I I I / / / / // / // / / / /// / / / / / / / / / / / / / / / - - 584 XO - - - - SIDEWALK \ \ \ \ \ \ ` \ I / I / / / / / // I / / //// / // / / / / /• / / ,/ 585 ,� �` / 585 \ \ \ \� \ \ I \ 1 / / / / / / / // / / / I 1 / / ///// / / /// / / / / / / •/ / /� / / / / \> — ___ --586 ��h`�`� 00 rr00 /! \ I I I // / // — / / / / / I I I I -�0 I I � � / \ ` -589 \ \ \ 3s I I \ III / // '—/ / �/ / // / �°°, I I , l 1 / IN, \� / 1 I...: / \ X°° // 1 1� —/ / / �r� \ III I / 1 II / / / / /— I \ I I I _ \ �`` � 00 1 1 1 / / // / / I // / / / / / / / `� \ I I I 1 / / // 1 �, / / / ^p//// /i 575 -576=�_/ +00 / ` 45.92, 39+00 0 xi .23 0 - _ f STA 40+58 I PROPOSED DOUBLE YELLOW / // / / - �/� - - - \ / / I / J/ 1-FH ASSEMBLY I CENTER LINES, REF. DETAIL / / / I / _ _ ,\ \ �r I I - ) / /Go c�� D 0 o-, s I ±180 LF OF 12" PC350 DIP RJ `n � � 00 � \ \ \ �_ WATERLINE. BEGIN 40 LF BEFORE \ I I I I N \ \ FIRST 45• BEND & EXTEND 40 LF to Lo AFTER LAST 45• BEND \`SSi3 0 1" 2" 4-45l�BEND \ \ \ \ \ SCALE V=40'(HOR.) V=4'(VERT. Z UU 52 5U SS UU SS 5U 64 UU 64 5U 6b UU 55 5U 56 UU 56 5U .S / UU 5 / 5U 15b UU 5b 5U Sy UU Sy 5U 4U UU 4U 5U 41 UU 41 5U 4Z UU 42 5U 4S UU 43 5U 44 UI 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: 590.32 VI ELEV: 573.78 PVI ELEV: 590.92 K: 82 K: 21.12 K: 18.60 K: 2 .87 LVC: 50.00 LVC: 180.83 LVC: 214.64 LVC: 2 2.75 c LOW PT. ST 33+32.70 HIGH PT. STA: 35 27.81 LO PT. STA: 38+44.3 HIGH PT. ST : 41+71.25 0 0 0 00 o Mao N ^ r- W c O 00 LOW PT EL V: 586.68 O 0 r Ln HIGH PT ELEV: 539.16 f7 n N L W PT ELEV: 576.74 O LO CO Lri HIGH PT EL V: 587.44 "? o nj IF Go 00 I, + 00 0 O) 00 In r- + 0 00 + 0 N r- Ln � 00 + � CV 00 + Lo L L M �j n L M Lyj M Lyj M W fM W Laj 't Lij L (%j > 6i L>LJ 6i > (jj L>LJ (n > &i > !n > (n > L Um U Um O Um U LLI Um U W m m W EXISTING GRADE 0- m w m w w L'j F O i 1.58% \ \ / PROPOSED GRADEbi w PROPOSED 12" PVC w C900 DR18 WL / w \ W Z_ cn I= \ � / w J_ U Q \ \ � I o- LLI 0 M V ±180 LF 12" PC350 DIP RJ WATERLINE (BEYOND), PROPOSED STORM REF. GRADING SHEETS IN IS AN INSTRUME OF SERVICE AND IpLEERHINc, PA RETAINING ALL "Mo IAYI��IUIHE COPYRIGHT THE SHALL REMAIN TH PROPERTY OF STATUTORY AND OTHER $E$ NG SHALL NOT BE REPRQDI�® 0 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40 50 41+00 41+50 42+00 42 50 43+00 43 50 44+OI 1 2 5 ) J :15 J 1v i80 i75 i70 Vv C h w m ALBEMARLE NQRTH CAROLINA Cen, All zs+w LL, Q 0 z 0 0_ Df U U Lu 0 Df M M O N I� Lu Q 0 z 0 a- Df U LL, 0 Df N M fl Lu 0 Oz ED N Q U O rn of U I U H � 000 of ao 0 � o CV m ��5g o a z U rn } 0_ N I Lu ED J _ J m LL W Lu Q U �w Z U m �_ U 0 U o z o -`o m n z 0 0- a w N a czn cN—n Q � r W LL Z rn W fr =Lu o `m •C z E o r J O U)N Na QIr = z ._ w O z U W LL U) � 4) Q Ofrw £ ULZ Om s Q V L Itt ��t}(4I�JJft�f� O i •. -1 i 4z 5 - r ti { ' cIKS ff EL riII1L14Sk�� X N W H Z Z ~ Z- J (no W Z O v� T_'o O4 N o U 7 Z LL LL, �o =H0 N W C-4 , 0 0 � 0 H d W W 0 L J O W JIY WO �M(n a W Lu a W H Wm W m C-6 .j� Q z aN W SHEET NUMBER PP-4 1 2 3 I PROPOSED 1 \ \ \~ \ \ PROPOSED NDOUBLE REF. YELLOWCENTEi DETAIL 80' ROW PROPOSED GUARDRAIL, PROPOSED 5' CONC. \\ ---> -544- \ REF. DETAIL— �\ SIDEWALK\\ --- ;S 6 _ _' Z49+ \ \ o' )tea-L�� Ln ----- A \ S S68 S6 66_� 6s — �� — / '' y .... _ 47+C)o 1 on 1"T 50+00 SEE SHEET PP-9 / 4 / FOR REVS rt �.10 In \ or�\ 52+00 `� \ 5 / I I sl �X 00 77 �� �� �c� �C' 1-12"x12" TEE \ \ \ \ \ \ \ \ \ \ 00 _ _ \ 2-12" GV \ \ \ \ \\ \ \ PROPOSED 2'-0" \ \ f600 LF 12" PC350 CONC. RIBBON CURB, DIP RJ WATERLINE \ \ \ \ \ \ \ \ \ \ \ \ \ \ 44 DO REF. DETAIL �570- 1-FHSASSEMBLY \ PROPOSED 12" PVC \ \ \ iS cS \ \ \ 1 «':'• \ \ \ \ \ \ \ \ \ \ \ C900 DR18 WATERLINE \ \ \\ LS Lp 0'. s� \ \\ \\ \ \ \ ■� , . ,'• • // / i \ \ \\\\ \\\\ \\ \ \ so \ \ \ \ \ \ \\ \ \ ••�■ , •• •:: i I \ \ \ \ \\\\ \\\\ \\ \\ \\ \\ \ \±STA 45+71 \\ ssrns6�' \ \ \ \ \\ \ \ \ ( :;~.;�;,�•%;. \ \ \ \\\ \ \�\ \ \ \ \ \ \ \ -FH ASSEMBLY iS cS6, Q \\ \ \ \ \ \ \ \ \ \ \ '•'•;�:%:�•�: \ \ \ \ \ \ \ \ \� \\ \\ \ \ \ LQ \` \s�� �s8� sus s�s�\\ \\ '\ \\ \—�� \ \ � � I I � / I I I 1 \\ \ \ \ \ \ \\ \\\ \\ � //—/ � •`• �'''-'`� ;. \ \\1 \� \\�\ \�\\ > S \ \ \ / I I \ \ •� 1 I � \ \ \ \ \ �69 \ \ \ \ \ \ \\\ \ N, —\ \ 59( 58! 58( 57! 57( 56! 56( 55! THISI%5 CHAMBER RIGHTS I COPIED IN WHOLE OR PART, UNLESS O © COPYRIGHT 2019 \ \ SCALE \1`I =40 I (y OR' L, S $ 00 4S 50 44 00 44 50 45 00 45 50 46 00 46 5U 4/ 00 4/ 5U 48 00 48 5U 49100 49 5U 50 UU 50 5U 51 00 51 5U 52 00 52 50 5S 00 53 SU 54 UU 54 SU 55 OL PVI STA: 48+76.78 PVI STA: 52+06.17 PVI ELEV: 543.40 PVI ELEV: 566.19 K: 32.07 K 21.00 CC LVC: 446.38 L : 109.11 a o L W PT. STA: 48+7 12 N rn ``� a bi n a; LOW PT ELEV: 551.17 a; OD 04 o LJ..I LJ Lo U-) rn Ln v) co � 58 '^ (] to + Lo585 L L O J / V IN \ w w U 0 v m U W LL \ Z m U w > L J W W \ U C < a L L 5I JVJ v PROPOSED GRADE \ EXISTING GRADE EXISTING GRADE 1.72% PROPOSED GRADE 6g��o 56 c^ JVV V \ EXISTING GRADE PROPOSED GRADE \ OO9 \ 570 w 56 J55 55 \ M PROPOSED 12" PVC \ / C900 DR18 WATERLINE — 56 `^ JJV PROPOSED 12" PVC ~- C900 DR18 WATERLINE / Q / w \ O U PROPOSED 12" PVC 55 54J v Z C900 DR18 WATERLINE � � \ / f600 LF 12" PC350 DIP RJ WATERLINE 54 555 55 J4V PROPOSED STORM (BEYOND), REF. GRADING SHEETS NC IS AN INSTRUME OF SERVICE H�AALy�(L, REMNN TH PROPERN OF E yA1N�D I IE°COPYRIG�IiaT"TREK O.00aH1C6° STATUTORY AND 0 .ER MG SHALL NOT BE REPROR 44+50 45+00 45+50 46+00 46 50 47 00 47 50 48 00 48 50 49 00 49150 50 00 50 50 51+00 51+50 52 00 52+50 53+00 53 50 54+00 54 50 55 OC 61 N 75 70 55 55 311 45 al Al al ram ■ 2 LBEMARLE NQRTH CAROLINA A? zow Q z 0 a- Df U U w 0 < I2 w Q 0 z 0 a- a U U w 0 Y 0 0ui N Q U z O rn < U I U H � 000 of ao 0 � a o N ED 0 0 1 Q d Y rn U to DO d N Z p LLI m J J EO LL W Lu Q U Lw z U m LZ U � U) o'm z 0-`o mcf) z p as LLB N inQ cznv Q � r dco LJJ LL Z rn LU Q = •L oE o J� NQ Ir aU)N 0 = z ._ w O z 00 U W LL G! 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DETAIL - - _ \ —_ — / . •= Aa-; ••i-:r+ � *: is tr• / ! � � p i 510 1 K• 5 Ln i /i / ::;,i is •: 571i d 60 LF 12" \ \ \ \ \ \ \ \ \ \ \ \ —�51 -H N PC350 DIP RJ •::,.�: .,;c.t^ts'�� 1 \ \ \ \\ \ \ \ \ \ \ \ \ \ \ t STA 59+70 f 50 LF 24" 10 \ \ \ \ \ \ \ \ \ 1 - FH ASSEMBLY I STEEL CASING PIPE 1 - 12"x12" TEE — GROVES AVENUE, REF. / _ SHEET PP-8 FOR REQ'S 69- r �� \ \ \ \ \ \ \ \ GV 1 - 12" PLUG TAPPED 2" EXISTING GRAVEL DRIVEWAY a�Od ' L �°o \ \ \ \ \ \ \ \ �\ \ \ 1 2" BLOWOFF ASSEMBLY <s TO BE REMOVED AND \ j� REPLACED TO RIGHT OF WAY \ —568----- rn 0\` \\\t-3 CD do - 59 591 58 581 57 571 56 561 \\ \ 74, \ S6X00 da0 all 3 \ L \ O Lrc� �S 1 Ot9 ALL COMMO LAW THIS CHAMBERS RIGHTS INCIdI (1 COPIED I H L�' © COPYRIGHT 2019 i95 P•S i85 mil i75 i70 65 i55 Al al ram ■ MINE ALBEMARLE fIAA• NORTF'[ ICA��LydLi M1IA ff iYR�. . €Aid_ cr` w Q 0 z O H a U Ur) Lu 0 Y X Cr O N ro '�d- w Q 0 z O [l U Ur) W 0 Y Q' to <.c rl- O w z 0 N O U z O� ~ of I U 0 W I 3 Qp O w c)O 1 a o -o O Of (_ N ED �N �g o 0 1 a z U rn d N I ul o IDJ 0 J m 0 L.L W H Q z (7 m U) � 0 U) O z 0 ED ~ z O W N -`O U N d Q (n Q a � r N p � a W LL z rn w� I.L.Id' _ o 0 J CDQ) Q 00 �a QC) N c z .c w O z ca W aw J U) cf) Of LL 4) Q OOf w £ � � m UOQ c L V LC AI r t r f w Q�.•`�.�SSl� ti f EL J t� ffr�r�IllLiiS4�� H W H Z z ~ coLo W z N N Q o OC/)ao N U z C-0 LL_ Z Z ~ � 1: < 0 N W fy-0 - (n and z0 w I W ow JIY WO � � W a aLo G W Q LLI m W co°� (n .�Q z aw Q J SHEET NUMBER PP-6 1 5 1� 1 PROPOSED TEMPORARY CONSTRUCTION EASEMENT PROPOSED ROW MATCH EXISTING ROAD WIDTH EXISTING \ \ 60' ROW Ty i9 �J•=�'f' ••�. f 570� r,7n- - EXISTING DRIVEWAY TO BE REMOVED AND dH4 REPLACED W/ ASPHALT TO RIGHT OF WAY ' PROPOSED DOUBLE YELLOW CENTER LINES, REF. DETAIL PROPOSED WHITE EDGE LINE, REF. DETAIL \ Q cQ \ pm \ fD o �\ aL3 cn 0 =fin m 0 c a � m to O (D -(a -I 6. W (n C) E 58 581 57 571 56 56, 55 55, dHp 63+00 2lZ a6Dd `Z02l >1008 P990 / ID }a �100agIOH sluua0/ / I 2� o EXISTING DRIVEWAY TO BE REMOVED AND o REPLACED W/ ASPHALT TO RIGHT OF WAY �I 1 I _go 0 �^0 1 <� , _ s Z,—;: dHp MILL EXISTING ASPHALT / \ \ i / = — — >> ,"? F3 u 0 3 CD qpd f, � AND PROVIDE 1.5" i i ti� s f � �Hp /d 14 7W7�f- MASPHALT OVERLAY / �oo o3 p M/21 M/a / d F — _ _ ---- I+ M _ _ \ — 70+00 to ..i., M M �M/_�M 2!� --- = `�f f z�rn ��lpQg M/2i M/21 8 i _ _ _ _ _ ` _ — «� «F 69+00 _ o ^ M------- ---- — — ---- a °i n u� --- __ 67+00 rn�o y�0 -0— 66+ HENSON 64+00 65+09�� -dHp (SR 178 O `ui� sob_ _ 2! M/ - �_ �_ _ ` = - — aul� a M/d M�21 , M/d T� \� � M/2i �M/21M/21 M/ M/21 0 / �\ Ln 1 - FH ASSEMBLY Cl () -H I °'� m I \ \ I F nil Arno 1 - FH ASSEMBLY t 20 LF 12" PC350 DIP. VERIFY VERTICAL CLEARANCE IN FIELD PROPOSED 12" PVC C900 DR18 WATERLINE l lZ a60d '06Z l )t008 PaaO 01� 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 5 ul I�� � N CD r 01, w \ I j� \ I� / III n� rt I1, < < <°0 c dHO <N , ° - M/a to MCAVA p. M/'d M I M � 1 zzln �I 11 w 0 — 1 0+93 moo N�o pNa O,uS / I S / two_4w1� NNm _ SS -> 1 w / - 6yA I \Ul / I I No 1 1 oD N \ - � -i I r z / I t 14 I 0 — \ 0 `L Imm rt m fi a m I II 0179. 0 � 11 l rn m N (0 r 00 \ 1 \ II � I I \ll 1 I b 1" 2" 1 SCALE V=40'(HOR.) V=4'(VERT.) U 5u 61 Ou 61 5u 62 u0 62 5U 6.5 UU 6S 5U 64 UU 64 5U 65 0U 65 5U 66 UU 66 5u 6 / UU 6 / 5u 68 UU 68 5u 69 uu 69 5U /0 Vu /U 50 /1 0U /1 5U /2 0U /Z 5 � II � I W W I U) W z J U Q PROPOSED GRADE EXISTING GRADE I � I\ w � za t 20 LF 12" PC350 DIP. � VERIFY VERTICAL °0 w ICLEARANCE IN FIELD 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 It 60 LF 12" II I I I I PC350 DIP RJ ENGI EERING, PA RETAINING ALL COMMON LAW, STATUTORY D OTNER RES COPYRIGHT THERETO. T�� SHALL NOT BE REPROD45"50 D 62 00 62 50 63 00 63 50 64 00 64 50 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 72 00 72+5 THIS CHAMBERS RIGHTS IN6GbD GTNE COPIED IN O `61Y PARE, © COPYRIGHT 2019 ) i85 i75 i70 i65 i55 i50 i45 ) L�] 1 1 slam ALBEMARLE fNffOH-rpi IC_A4;�cyO41MA w < 0 z O a U U) w 0 Y � O N M I Lu � oI C4 V) z w O U 3 0 a_ a c� w U U U Z W 0 ¢ 0 w V) > w Of Y N I`') to Cs7 < O w Z Z O m I O Z U O � Q H Cr bi ¢ I U W I m o1 3 oa o o 1 ao O bi o af a N ED �N �g o a z m U rn } 0 1 d N I W O^ J _ w m 0 u- W H < � Z C7 m U) 0 O (n Z m ~ Z O W w N 0-< (n < Q � r CL w Yn U ro LL Z rn w� LLI d' _ o o `m r 0 J O Q) Q C) N a Q C z .0 w O z ca W aw J U) �C� Q O� w E � � m U O Q s L V / �CIAi r r� f A t'I � 4'GI KS 4 ff��r)�I)�ttitik�� H 1% N W Z ZZ z �O W Z W N Q o O� z ao N� UILL ZZ �o 1:c) viW �N 1 W an d z 0 W LU W W_ jLu T-O O(n QW �a IYZ �a w 0-0 mW m 06Z rr a av� Q= J SHEET NUMBER PP-7 1 5 1 us I If / I i C B A T 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 - 1 2 . 60 � 2 / / f I I I I I I \ PROPOSED STOP SIGN, I MUTCD R1-1, REF. DETAIL I I I WHITE STOP BAR, \ I ' REF. DETAIL � \ WHITE 2'-6" MINI SKIP \ ' I LINE REF. DETAIL 1 1 t 591 58! 581 57! 571 56' 561 55: 55( 3 k R/W PROPOSED DOUBLE YELLOW CENTER LINES, REF. DETAIL PROPOSED WHITE EDGE LINE, REF. DETAIL /571- - 572 - 57 In 0 EXISTING DRIVEWAY OoCXr PIPE TO BE REMOVED 013\1 EXISTING 60' ROW e R/W MATCH GRADE TO EXISTING GRAVEL ROAD ` R/W \ \ R/W \ \ \ \ `GROVES q \\ \ \ \ VE R Y' n'+• _ \ .\ \-fll1w \ a •,�K. I I I III I I I \ \ 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 UU —U 5U U+UU U+SU 1+UU 1+5U 1+UU 1+5U S+U( 00 PVI STA: 0 42.86 PVI STA: 1+71.38 PVI ELEV: 574.25 PVI ELEV: 565.00 o O K: 16. 7 K: 15.16 + LVC: 36.27 LVC: 69.91 0 c� 0 N (O r` r` 0) II r`- mm r0 1-- �i I- N r- (O r` T7 (O 0 (D (n ( 0 +0 0 Y 0+0 (6 W O+ LI.J N Li LL.I w Lo N> &5 0 &5 j &i> m j m j LLJ j Cn j LLJ II Cn LLJ m LLJ w 0> a of J U' W 2. 00% •0� 0 CD 0 N \ II \ cn N N o Y 09 a (0 V` m \ w II 0 \ OfJ 0 W EXISTING GRADE 2' 9q PROPOSED GRADE 1 00 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+OC I i85 Im i75 i70 65 I.e i55 i50 5 D AN al ram ■ MINE ALBEMARLE fNffOH-r F'[ IC_�A4;�cyO41MA iYR�. IAA•. €Aid_ tr` W Q 0 z 0 a U U) W 0 Y 00 O N r2 W Q 0 z 0 CL U U) W 0 Y O w z o N Q U O rn of I U H O ui 3 Qp O I a o _0 0 bi o a N m C)N �g �rn 0� a z U rn } 0 N I LuO^ m J Lu m 0 LL Lu Lu H Q 0 Z c� m U) o 0 in o n z o `o m ~ z ocn Iii U a s a Q � r W LL Z rn ww of o `m r J CD•Q) Q Cn N a Q C Z •C w O z ca Ld Luaw J LL co Of G! O�Q £ W m UOQ c L V . . w Q�.•`�..SSl� ti 'GI KS 4 EL 1�0 1 N H Z z Lu J_ w 1 o ,� t�� �o Ow N o U 00 a Z 1 LL W= H °° r�w0 NW W-04 Z<00 and O0 aWLU OLu >W J Lu WE O Q O� � p Lu p C� m W coO .jI—a aw SHEET NUMBER PP-8 us 1 1 1/ I / / / I / pi I � I `l i / I / - 55 I 557'�/� +- — .558, / / —559— � I 560 / 5ro i � f 565 / 57f 56: 56f 55: 55f 54: 54f 53: 0002AD lot 2 2-12" 22.5° BEND PROPOSED GUARDRAIL, / / l Sq5 REF. DETAIL / i J t230 LF OF 12" PC350 DIP / RJ WATERLINE. EXTEND 40 LF AFTER LAST 22.5' BEND. tSTA 1+50 1-FH ASSEMBLY �\ I 1 I 1 I / i PROPOSED DOUBLE YELLOW CENTER LINES, REF. DETAIL / 4 5 / t300 LF 12" PC350 �^�p / / / / / i D DIP RJ WATERLINE // o ��` /Q' 1+00 - ' ' i G ' PROPOSED 5' CONC. iS �, O� - j :. j I / / SIDEWALK `� \ \ `Jrnl ` I 3+00 R-6 0.00 % / , `.i � � � PROPOSED • - i_ �= / / I 80' ROW PR GUARDRAIL, •=• \ \ \ \ \ � \ • , ' , .: a... \ -. �\ — . — — \ / / / / / REF. DETAIL \ I I o co PROPOSED 2' -0" CONC. RIBBON CURB, �s�c5 REF. DETAIL J 42 I ( ` \ \ I / / / / / / / / / c� , USES, 3z \ 548- — _ _ `04� v�b' —532— / o — 548= — I I I I I I I C I / / / / t STA 6+50 1-FH ASSEMBLY / PROPOSED 12" PVC C900 DR18 WATERLINE h r\ � I o Po I Lo ,S, I I I \ -n I \ / i 7+00 L=799.58. ,R=500.00 8+00 \ 535 - [ / Ls�, \ L. 0 V, 2" SCALE V=40'(HOR.) V=4'(VERT.) 1 UU —U 5U UtUU U+SU 1+UU 1+5U 1+UU 1+5U .5tUU 15t5U 4tUU 4+5U S+UU 5+5U b UU b bu /+UU /+5U ti+UU b bu y+UU y+SU lU UU I 5U 11+V O PVI ST : 5+06.28 PVI STA: 9+97.70 I PVI ELEV: 533.06 PVI ELEV: 526.53 o K: 38.83 K: 45.32 w O LVC 150.00 LVC: 375.36 w 54 5S5 + rn OD o 0 o LOW PT. STA: 8+70.21 � M co O Oo LOW PT ELEV: 528.62 U; II N o a; ,ri biIn + � + u% + L0 Z + In H � � m J V) N LI.J LI.J LIJ = U ` • Y > m > LIJ j m ~ U W LLJ � m LLJ mOf W m — I w m> a _ I J 0 w > PVI STA: 1+31. 3 O PVI ELEV: 552.49 \ U K: 70.76 \ z LVC: 225.84 Lo Lo O) M 2. rn r- n � Lo o 53 — — o + of PROPOSED GRADE \ Lil � _\ -� LLI 0i � 0 O EXISTING GRADE U >m U >w z / m w _ g ` PROPOSED GRADE \ -1.3 q, EXISTING GRADE 53 55^ VVV PROPOSED STORM (BEYOND), REF. GRADING SHEETS \ / O w > 52 Aa 5-V \ ' \ U PROPOSED 12" PVC \ \ z C900 DR18 WATERLINE > 0 U ±230 LF OF 12" PC350 DIP RJ WATERLINE PROPOSED 12" PVC t300 LF 12" PC350 C900 DR18 WATERLINE DIP RJ WATERLINE PROPOSED STORM (BEYOND), 5 REF. GRADING SHEETS — — ENG NEERING, PA RET NING ALL COMMON LAW, STAMORY D OTHER RES D THIS I cHAM RIGHTS INCLMDI COPYRIGHT THERETO. THIP SHALL NOT BE REPRODIe*oo COPIED IN W PART, UNLESS OTHERWISE PR FOR IN WRITING. © COPYRIGHT 2019 VTJV ITVV ITJV LT VV LT JV JT VV JTJV 'tTVV 'tTJV JTVV JTJV VTVV VTJV /TVV /TVV VTVV VTJV ATVV .7TJV 1VTVV 3 4 ti I VTJV I 60 i45 140 135 00 125 i20 10 11 +00 �V ■ ALBEMARLE NOH-rp[ CA�[d41MA Lu Q 0 z O a of U U) Lu 0 Y 00 � O N M w Q 0 z O a U U u1 0 Y 0 0Lu N Q U ~ O rn < U � I U H O Lu I 3 Qp O I a o -o O bi o Of a N m �N �g �rn 000 a z U rn d N I Lu m J J m 0 LL Lu H Q 0 bi Z 0 m U) o 0 U) o n z o-`o m ~ Z o lii �a U as ar a W LL Z rn w� _ o 0 J O Q) Q C) N a Q C Z •C W z O ca W aw J U) LL 4) a O� w E H R Ib UOa c L t� H X N Lu Lu 0 Z a Lu Z J Q O w a� c) QN z ZZ CO ,� Lu N W O N J� and Wp ZO J� �O LU wOLu cc> a0 �0� H mG W W wa m 0 0- � j a 06 aw Q J SHEET NUMBER PP-9 us PROPOSED 12" PVC C900 DR18 WATERLINE i _ f 14+00 ±STA 11+50 �\ 1—FH ASSEMBLY \\ > \ i 13+00 \ \ \ `A o PROPOSED DOUBLE YELLOW \ CENTER LINES, REF. DETAIL (51 NcS \ \ \ 1 \ \ \ \ \ co1-3 I C // / \ a. \ \\ \ \ ` �\ \ \ L0Do i' N L0 C i \ LO 10 // // 1 I/ I 1 1 56( 55` JB 55( V 54° 54( 53` 53( 52; 7 5 THIS I f CHAM RIGHTS IN¢ COPIED IN 00 x 1p y It Lo o I I\ \\ \\ \\ \ \\\\ \\ \\ \ 3 4 \ ±180 LF OF 12" PC350 DIP RJ WATERLINE. BEGIN 40 LF BEFORE FIRST 45° BEND & EXTEND 40 LF AFTER LAST 415 BEND ±STA 16+50 \ 1—FH ASSEMBLY � S4g -H �� \ \ \ \ \ IN 11 11 \ \\ \ \ \\ \\ \\\ % co, s\�� \\ <�1 \------ -s SR�ioaa Dios R PROPOSED TEMPORARY ) ° Q Q� CONSTRUCTION EASEMENT — — tiL / \\ \ \ \ D co J \ -- � _$,Z �•, .; ..ice —� -- �� -- -- -- --�-- -- -- — — — QL m 17+00 19+00 `O L-4— �� \ \ PROPOSED 2'-0" \ \\s `ssz3� err In . ) CONC. RIBBON CURB, \ \ 3Q �6' REF. DETAIL \SR 5"9\ I ,\ / h I \ \\ \\ \ PROPOSED 5' CONC. SS 19\ \ N \ Do \ \ \ SIDEWALK 4;�p ' PROPOSED \ \ \\ \ 20+00 I Lo 5 � CD ;cam 1 -6 I�z? D 1 � 1 \ 1 MA 1 gjn0 j3Dq cZ 9bS — Aul uDWOAD 0 0 a 3 b P £5'oS6 = Wlb lalul doad —* M 8 Q o 0 o awl Jojom i (b i � I Q o S —< 98'9ti9 = In0 nul 66'949 = w Aul ' = WI oc•oss .a AMA M/21 ` e V 0 / 9 ' rt rn° CD 80' ROW — \ \ \ \ PROPOSED TEMPORARY z— \ \ \ \ CONSTRUCTION EASEMENT a° I I � / _— N, \ \ I \ \ \ \\ \ \ m N' 0 IIgO 00 10 5U 11 +UU 11 +5U 1 L 00 1 L 5U 1 S 00 1 S 5U 14 00 14 5U 15 00 15 5U 16 UU 16 5U 1 / UU 1 / 5U 1 t3 UU i d 5U 19 00 19 5U 20 00 20 5U 21 UU 21 5U 22 0 0) PVI STA: 13+40.33 PVI STA: 16+8 .71 PVI ELEV: 550.36 PVI ELEV: 546.72 K: 18.73 K: 75.37 w LVC: 150.00 LVC: 150.0 — w n' HIGH PT. STA: 13+95.59 � ,n LOW PT. STA: 16 90.11 � cn HIGH PT ELEV: 549.67 of o LOW PT ELEV: 547.09 0 Li I N � � = U Gi U > 0i > Gi U > LI Gi > Um U LLI >m > W Q m W m W r- r; — 0 N EXISTING GRADE II V Y PROPOSED GRADE Qo Lo w �� JTJ ^` m w II 55 00000000000� o> a w 0w PROPOSED GRADE Li I Li > > EXISTING GRADE C) 0 U U _ 55 CAn JTV Z _ Z � :2 :2 —1.05% --� / PROPOSED 12" PVC \ C900 DR18 WATERLINE w � — 54 .,�� z PROP2" SED 1WATERLINE PVC C9000DR18 An / JJV PROPOSED STORM (BEYOND), REF. GRADING SHEETS t 180 LF 12" PC350 :P'9'PRQPgFg* OF DIP RJ WATERLINE EN NH NEERING, PA RET NING ALL COMMO B17hIE ART.COP"'C UN THERETO. TWS LE�DR PARE, UNLESS OTHERWISEWR LAW, STAMORY D OTHER RESE F�(WING SHALL NOT BE REPROD�IqE�M 11+50 jI FOR IN WRITING. 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20 00 20+50 21+00 21 50 22 0 i65 i 55 i 50 i45 i40 i 35 i 30 C man ALBIEMARL "', NORTH CAROLINA Ica 4.. t'4z Op . w Q 0 z 0 a U 0 w 0 Y O N M W Q 0 z 0 a U co W 0 Y ui 0 0 o O z CD 01 H U < U I U H 0 Lu 00 (31 3 00 0 I ao -o 0 o cr a N m Lug 0 0 z cn U m} 1 d N Lu 0 J ED m— 0 LL w z W � Q c� m � o 0 z 0-0 z w O N � rn 0- Q cn Q Q � r r W LL Z rn W — = `m o w IY 0 r J CD Q� Q 00 �a N Q0 C Z LU Z = co �U)cl� d Q O�w £ UOm s v Q �'/ H X LU ~?z >rn LU �j O 00 o +o N N � Q C) Q N z 04 LL W H Z Z = 00 ~ N W O 0 - J H N cn and z0 -i I LL.I O LLI JO= JIYWE 0 LL O � QW �a O� H W °.° m a� 0- �zs� aw z Q J SHEET NUMBER PP-10 ©COPYRIGHT 2019 3 ti