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21 <br />D <br />0 <br />oI <br />-'I 8509 <br />STORM SEWER SHEET PILING (49 SF) <br />n CONCRETE END SECTION <br />BITUMINOUS DRIVE (32 SY) <br />u, 1 ROW BIOLOG SEE DETAIL STO-10 SHEET 05. <br />o SAWCUT FULL -DEPTH (30 LF) 1 ROW SILT FENCE <br />1 <br />B618 CURB & GUTTER (99 LF) <br />/(PER <br />ABANDONED GAS MAIN <br />CENTERPOINT AS-BUILTS) <br />FES 101 <br />5 24.4L <br />K <br />100) <br />P-o o o P o <br />a P H P a -a. Z 1 �, - - o <br />-'- GTG- --cam c <br />\NV. S (FES 874.70 <br />G-G-G-6- <br />•G-G-G-66-G-G-G-Ge-G-6ti+c[-6-G-6-,-6-G_G-, <br />a - ,- <br />_ <br />• <br />I. <br />= <br />...-�-� <br />��������=�� <br />@� <br />I�IIIII! <br />1III <br />'I1I1I'IIIIIII <br />_ <br />6+00 47+0 48+00 ry 49+00 <br />50+00 <br />��■ <br />51+00 <br />���■�� <br />52+00 <br />��� <br />a <br />53+00 <br />54+00 <br />55+0 <br />- - - -- - m <br />�a■� <br />- <br />=ill■ <br />e� <br />■■■ee■x■ <br />^I_- <br />SEC CORNER <br />■■■=■=MIME=■■■■■■■_ <br />111--�1 <br />m <br />III <br />I <br />I■I <br />IIIIIIII <br />I <br />■ <br />■■lum <br />�, <br />Yk <br />C : <br />, <br />•-•-•-•-. - . • - r -- e a <br />E 100 <br />B618 CURB & GUTTER (99 LF) <br />506 <br />STA 52+64.15 23.4R <br />I <br />1 ROW BIOLOG STORM SEWER SHEET PILING (49 SF) INV. N (FES 101) 874.70 o <br />1 ROW SILT FENCE CONCRETE END SECTION I <br />SEE DETAIL STO-10 SHEET 05. ¢ <br />GRAVEL DRIVE (32 SY) GEOGRID PLACE AT BOTTOM OF AGGREGATE BASE (4800 SY) <br />ti <br />CULVERT NOTE: IL <br />1. TIE ALL PIPE 0 <br />2. LENGTH OF PIPE DOES NOT INCLUDE SAFETY APRONS. 8500 I i <br />2. PLACE GEOTEXTILE FABRIC TYPE 5 AND BACKFILL AT 20:1 SLOPE ON TOP OF POOR SOILS I 02 I <br />I <br />LEGEND PR. RESTORATION -- DRAINAGE & UTILITY EASEMENT LINE GENERAL NOTES: <br />OH OVERHEAD POWER LINE <br />2" MILL & OVERLAY 1. TYPICAL SECTIONS SEE SHEETS 03 - 04. <br />��//// PR. DRIVE - BITUMINOUS RIGHT OF WAY LINE <br />2. REMOVALS WILL BE MARKED IN THE FIELD BY CITY STAFF. ALL REMOVALS MUS BE SAWCUT. 0 30 60 <br />90 <br />FULL SECTION PAVEMENT N\\\y PR. DRIVE -GRAVEL SECTION LINE P - BUR BURIED POWER LINE <br />3. PROTECT ALL EXISTING PAVEMENT NOT CALLED OUT FOR REMOVAL. <br />H PR. GEOGRID -- PR. STORM SEWER PIPE -' WETLAND BOUNDARY G GAS LINE 4. RESTORE ALL DISTURBED BLVD WITH 4" TOPSOIL, ERO. CONTROL BLANKET AND SEED (MNDOT WET SCALE (FEET) <br />PR. B618 CURB PR. SILT FENCE PR. SAWCUT C COMMUNICATION LINE DITCH MIX) UNLESS OTHERWISE NOTED. <br />PROFILE PR. 173RD AVE CL <br />3 <br />45+75 46+00 47+00 48+CPVl STA: 0 5.13 49+00 50+00 51+00 52+00 PVI STA:: 002. 0 PVI STA:: 884. 6 <br />PVI ELEV:885.13 PVI ELEV:882.90 53+00 54+00 PVI ELEV:884.06 55+00 55+30 <br />1 1 1 <br />K: 76.31 K: 142 51 K: 647 91 <br />LVC: 305.00 LVC: 165.00 LVC: 165.00 <br />1 <br />895 a� <br />4 S0 o m <br />890- GRADE BREAK STA = 46+00.00 <br />ELEV = 895.129 <br />885-- <br />LOW PT. STA: 49+74.79 <br />LOW PT ELEV: 884.36 r- <br />a� <br />cz' <br />�„ <br />���_ <br />v <br />m <br />LOW PT. STA: 52+53.93 m <br />LOW PT ELEV: 883.13 0 <br />a <br />�� <br />�„ <br />4. m <br />m m <br />m <br />^� <br />m <br />HIGH PT. STA: 55+24.93 <br />HIGH PT ELEV: 884.39 v <br />�„ <br />v <br />U--895 <br />--890 <br />- <br />885 <br />880-- <br />i <br />875-- <br />872 <br />48' - 36" RCP <br />0.65% <br />--880 <br />GEOTEXTILE FABRIC TYPE 5. <br />20:1 BACKFILL OF CULVERT OVER POOR SOILS WITH <br />GRANULAR MATERIAL AS DIRECTED. <br />@ 0.00% 1 <br />-81 iI 75 <br />872 <br />45+75 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 55+30 <br />mm 00 CO CO ID I> 000 001 001 WO �O WIC .-,m .-,W OlD N.-, Nm ID 00 m01 NO W;II il1N m.-, O.-, W� oom tit0 0LJO V� ;I1 �" .-,N .-I� M, N.-I Col .-1 VI 00 I,OI Ol00 OIID <br />30 00 CO CO I�I� ;D;II N' Wok OI;D NIA v1W Om v1W .-, vt Irm L.,,L.,,m01 NW .-, o� ptl� o�l� I�I� tpn LLD m;fl Nm .-,O .-IW N01 m0 lD� �' I�I� 010 O.-, .-,N Nm mm <br />;fl �rl �� NN 00 0101 WI`- I�;D milli lD� lD� ;Ilm ;Ilm �m �m �N �N �3N mN mN mN reins'mN mN mN mN m.-, m m': m".. lD <br />M -' mN mm �m �m �m 4m <br />co WW co co co co co co co co co co <br />ax OlN OI OI OI OI OI OI OI 01 co co WQW co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co co <br />co co co co co co co co co co co co WXI co co co co co co co co co co co co co co co co co co WW co co co co co co co co co co co co co co co co co co co co .. cocococoWW co co co co co co co co Woo <br />DATE <br />REVISION <br />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under mydirect supervision and that Iamaduly Ltensed <br />Professional Engineer n erthe law otthe Sta fMinnesota <br />DESIGNED BY: <br />1 1 F <br />CITY OF RAMSEY <br />CONSTRUCTION PLAN <br />S.A.P. 199-128-001 <br />2026 MSA PAVEMENT OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 26-02 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />12 <br />°E <br />31 <br />SHEETS <br />7550 SUNWOOD DRIVE <br />City 0I <br />77�� qq7�� �T RAMSEY, MN 55303 <br />itCLLV1SE 1 (763) 427-1410 FAX (763) 433-9898 <br />DRAWN BY: <br />1 1 F <br />rv,TE <br />5/29/26 <br />CHECKED BY: <br />JJF <br />r,�E <br />26-02 <br />10E FE'krA46'6( <br />Date 2/26 L,c No 57095 <br />N. ,....,�emv,..e... <br />