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SEI/4 SWI/4 SEC.34,TWP.29 N.,RGE.4 E.,W.M. w <br /> 175 .......................................................................................................................................................................................................................................................................................................... <br /> w <br /> HIGH PT STA: 22+79.73 <br /> 170 ...................................................................................................................................HIGH,PT,ELEV:'157.97.................................................................................................................................................... <br /> PA STA:22+67.08 EXISTING CIL GRADE PVI STA-.25+02.12 <br /> V4-P ELE)&I 58A-6 <br /> PVI STA:21+23.52 PVI ELEV:155.81 <br /> PVI ELEV:153.78 K:12.35 K:16.49 <br /> 50.00' VC 75.00' VCK:8.64 . <br /> 165 ............................................................I-VC........................................................... .................. ...........�. .......... <br /> .................................. .................................... ...... <br /> "i <br /> N m �O <br /> . o Oi n�) <br /> + <br /> OWN ou) N w <br /> Li <br /> + +:__% . 0 <br /> o.. /_.-- 6� PROP CIL GRADE <br /> .................. ..... ................. ...... ............. ....... <br /> w ?.. ....... ..... <br /> 0............ ........... ..................................... z 160 ................................................ ........../5� ....:.......... ..... <br /> 6i 0 <br /> L) <br /> O <br /> 1.00% <br /> 0 Zi <br /> 3.05% <br /> Lu <br /> 155 ........................... <br /> ........... ...iI ................................. <br /> 5. <br /> WIB39LF_12- PVC w <br /> A/B76LF 12" PVC o+ A 0. <br /> + <br /> 150 E�.�mm 0 ...A111,52 <br /> + 1.0 x LF' 12'P. <br /> .... ...... ......... ......................................................................................................................................................................... t.................... .............. . .... <br /> .................. <br /> w 0 .. ......... Lp <br /> CB �, TYPE 1 :3, 1. 1 + <br /> .89Z <br /> .24+31.54 STA:-24 1 31.24, 4 3.65' LT rril <br /> 157.07 IRIM-w 157.19 :13.21 N <br /> a- 152.961E=153.591 (12" N) <br /> 152.961E=153.59- (12" E) <br /> ................................................... <br /> (7.%... ................................................................................................... . .............................................CB 6.'TYPE 1 W : ........... ............. .......... <br /> 145 -/-. . *0 (1) <br /> 2 G. 4, TYPE 1 25+100.14 <br /> 3+99.93STA: 2 4 6 98.1319 B.GE) <br /> CB 8. TYPE 1 156.73RIM-156.8a 0.04 LT STA: 2 E <br /> EIEI_.a G'VrLT 2 5 g <br /> 2405.81 STA: 21 1 85.�-8 O.G9'0.08 LT 153.t61E=153.918 (12' W) 155633RIM=.455.45 CB 4A, TYPE 1 W/ 0 1 <br /> 151.65RIM=16i.92 :E=153.71 (47 S) 1526131E=1$2.38 (12" OUT N) SOLID LID:25+51.60 0 <br /> 149.131E-148.92 (12" W) E=153.17(4'NE) 152.131E-4 52.27 (12" S) STA: + <br /> 25 5 1 t�II LT <br /> E�15i33(r'W).... ... <br /> 140 ........................... . .................... 152:90 RIM=!53.97 Lu-6 <br /> 0�. V t5.1. <br /> IE=152.13(6*E) 1506b7 E=158.0 :(12"*+N)OUT L) <br /> 150;12IE=15E).07:(12" IN S) 2 <br /> 135 <br /> Aax <br /> 130 Andr C Reave <br /> u) <br /> 'Us t -t <br /> o <br /> o q o0 7 oI N 1�oI 31257 <br /> oQ IR IR <br /> ui 4 �2 un 16 of r_� w u) 'i 'i u) vi o uri r_� <br /> C' N) LID I, I, I, I, I, 1, .16 �'6 v) <br /> ;t �2�2 �2 �2 �2�2 <br /> 20+00 21+00 22+00 23+00 24+00 25+00 <br /> .................................................HIGH':PT'STA:626-07:30 170 PRIVATE LOOP RD PROFILE <br /> HIGH:PT ELEV: 153.39 <br /> PVI STA:26+70.20 L) co <br /> PVI ELEV:153.16 _j - <br /> LU oo <br /> LOW PT. STA:25+95.25 60.00' VC <br /> ..........LOW-PT:-ELEV:151-.'69.................. 165 C <br /> PVI STA:25+87.40 In 00 <br /> z -0) <br /> PVI:ELEV:151.07 o N o r.i Lu <br /> K:6.82 '�2 <br /> + + w <br /> 60.00' VC w'. I, LU <br /> LliCC <br /> ............................ ......... ....... LU> 160 0 <br /> GO <br /> I,c4 lr�c4 <br /> LU <br /> o U.1 N + <br /> NPROP CL GRADE w an > <br /> <c� <br /> Lu <br /> II Q o <br /> cNj Lu .......... Cl) U) <br /> ..................... ...........EXISTING6 CL6 GRADE'6 6 6 6 6 6 6 6 6 6 6 6 6 55 a) <br /> GO <br /> 0 32.5% 2.00% <br /> -------- ------- <br /> Lu ............... .................. .........6.6.............666666,66666666666 6 0 6 6 6 6 6 6 6 6 6 6 6 6 6 150 <br /> Lu <br /> w <br /> w w FL <br /> A/131 /LI­ 12 PVC S=­B--�V 0 <br /> 0.77% <br /> 61 Ln IL <br /> iS__'d5LF : <br /> + ...... ............... ..............6666666666666666666666666. 145 w U.1 <br /> L0 I-6� �'-i-�ot i i 0 <br /> N 25+95.76STA: 25195.21, CB 8, TYPE 1 < <br /> 151.73RIM=151.69 WRT z <br /> 147.82IE-147.86 (12" W) 0 <br /> 147.821E=147.86 (12" E) <br /> ................... <br /> STRUCTURE 3....IE-148:03-(5!-SE)................ 140 <br /> od <br /> 35 MODULAR WETLAND <br /> S A/B <br /> -16LF 12" PVC 0 <br /> S=-4&.Q-2-7' Ix <br /> . ....15.32%.:.......................................... RECORD DRAWING <br /> 135 <br /> THISRECORD DRAWING HAS BEEN PREPARED.IN PART.BASED <br /> ON AS-BUILT INFORMATION PROIADED BY OTHERS.WHILE THIS <br /> INFORMATION IS BEUEVED TO BE RIEUABLE,NO ASSUMPTION 0 2.5 5 10 <br /> SHOULD BE MADE REGARDING THE ACCURACY OF THIS RECORD VERT. VERIFY SCALE <br /> DRAWING.OR ERRORS OR OMISSIONS. <br /> Scale In Feet BAR IS ONE INCH ON ORIGINAL DRAWING. <br /> 12/12/23 0 10 20 40 IF NOT ONE IN ON THIS SHEET, <br /> 4;EX;ITI;N. CL j.-.E <br /> 130 HORIZ. <br /> SIGNED BY DATE SCALES ACCORDINGLY. <br /> C' 11) m m Scale In Feet SCALE: DATE: <br /> Andrew Reaves,PE,Senior Principal As SHOWN 1 12/11/23 <br /> c� .6 c� c� c� <br /> �2 L,2 �2 Lo �2�2 �2�2 PRINT NAME&TITLE DESIGNED BY:I CHECKED BY: <br /> KDS/TB ACR/SS <br /> PACE PROJECT NO. 21586 <br /> 26+00 27+00 27+71.63 CALL BEFORE <br /> pf. YOU DIG 811 C4.1 <br /> PRIVATE LOOP RD PROFILE UNDERGROUND SERVICE(U�) REV1122-001 SHEET <br />