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TH 101 - TH 169 TH 10 Interchange <br />EQUATION: <br />STA 116+24.83 BK <br />OTS GO - /- STA 116+5D.01 AH= SN to <br />E`ZpYgY <br />POP. 13,571 /'/ ` O PpS <br />SGiS JCO JNj� off` o Zeoo <br />Wi "gJR� TH 10 EB <br />i �SNEP O6�f TH ID WB STA ]1T+09.83 <br />BEGIN SP 7102-142 <br />i <br />TH 101 NB STA 284+04.57 NOTE: SQ' <br />BEGIN SP 8608-34 mr a TH IDI SB n D94) STA 4o0+OO.Doo = TH 1� <br />TH 169 SB (1 D50) STA 400+OO.D00 O <br />\ pE TH 101 SB / oti ,� �'• ��, oQ <br />62,0a°j /• TH 10 SW RAMP <br />_8�5o° ADr ti�/� (L TH 10 SW CONNECTOR <br />BI TRAFFIC CONTROL 2y <br />SIGNAL SYSTEM "A" <br />TH 101 - ��`� h TH / / STAAl333xBJ 83 <br />po2 ow ti Q 7 �/ <br />e o 0O <br />CL TH 101 NB ego ; S��ION uE�nBDR� ni <br />A O PARK <br />iy Ip7 BRIDGENNO 86005 ;. END SP 6606-34,j <br />e SECTION . 900, ".� BEGIN <br />H 6 169 NB STA 311 -977 <br />T14.99 <br />DD <br />_ ExiSTING yo ° TH 169 SECTION 03 _ _ ,�� TH 169 SECTION 04 <br />ti <br />/ BRIDGE NO.86006 / D umH o,�� omm <br />BEGIN EXCEPTION/' <br />TH 101 NB STA 295+16.87 �� I EXISTIN PE TH 10 — — --'� <br />BRIDGE NW RAMP <br />N0. 71001 TH 169 SB <br />i <br />ITRAFF I_C <br />CL TH 10 <br />Q, i ? SE RAMP p <br />o <br />i <br />S J� END EXCEPTION a REMOVE p5E <br />Z o SIGNAL 145 / �� NB TRAFFIC PpOP <br />S O TH 169 NB STA 3D2+35.57 EXISTING BRIDGE NO. 71020 (// ' 47500 ADT [2018) <br />QQ� PROPOSED BRIDGE N0. 71020 PE TH 10 SYSTEM "B" /-- <br />SS T / — —66600 -�- i <br />NDTE: , j NE LOOP ADT f H I <br />5 TH 10 NE RAMP EXISTING BRIDGE rE TH 169 NB <br />S TH 101 NB 11044) STA 300+00. 000 = <br />�S TH 169 NB I1000) STA 300+00.000 N0. 9480 <br />/ ti ti� Y9 jI <br />Ct TH 10 NW CONNECTOR / <br />.� END SP 7102-142 <br />b �YpS BEGIN SP 7101-67 <br />j TH 10 WB STA 14 H73.45 <br />EQUATION: \ ^Z y <br />STA 153+29.5H BK <br />/ O / <br />STA 153 41 .62 AMlej ^ r <br />o END SP 7101-67 <br />TH 10 WB STA 156+96.43 <br />O <br />n <br />O <br />9 ELK <br />RIVER <br />\ <br />POP. 22,974 <br />0 <br />1 <br />ii <br />SCALE IN FEET <br />0 200 400 <br />LEGEND <br />SECTION <br />■ 1O 0 0 O9 ■ 17 ]B 19 20 <br />PLAN SHEET INDEX PER SECTION <br />INPLACE TOPOGRAPHY <br />& UTILITY PLAN <br />1 <br />46 <br />47 <br />48 <br />49 <br />62 <br />63 <br />64 <br />65 <br />REMOVAL PLANS <br />244 <br />245 <br />246 <br />247 <br />260 <br />261 <br />262 <br />263 <br />CONSTRUCTION PLAN <br />270 <br />271 <br />272 <br />273 <br />286 <br />287 <br />288 <br />289 <br />SUPERELEVATION PLAN <br />418 <br />419 <br />420 <br />421 <br />434 <br />435 <br />436 <br />137 <br />DRAwN ev: '2K 1 Hcecev ccenry THAT THIS SHEET was PaePAeeO A.v7i' MINNESOTA DEPARTMENT OF TRANSPORTATION RTATIDN GENERAL LAYOUT STATE PROJECT NO. 7106-87 (TH 169) <br />ZBY ME OR UNDER MY DIRECT SUPER ON AND THAT SIGNATURE: !A-'E=G- """ <br />D ESICNEO av: 7C TH 169 ELK RIVER REDEFINE <br />M A THE LAWS <br />WS OF T STATE OVAL ENGINEER PONTEO NAME: oaew PLOWMAN, WS m i TH 1e9 STA 284,00 Ne To STA 334,00 Ne Sheet No. 2 of 1385 Sheets <br />i <br />cHECHEO BY: AJP UNDER THE LAws oT THE STATE oP MINNESOT A. oaT E: �zio7izoz� uc. No. CITY OF ELK RIVER, MIN NES OTA <br />