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2013-03-20 PACKET 04.S.
ôàùíèèàî àù øà õ ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù èóèð÷ éô÷÷è ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ûèèíêî÷ãùíêêóî÷ ô÷óî÷ øóê÷ùèíê íö ìçúðóù åíêñéð÷é úçêéôè÷î ùíïïçîóèã ø÷æ÷ðíìï÷îè øóê÷ùèíê ùóèã ÷îõóî÷÷êò÷îîóö÷ê ð÷æóèè åûéôóîõèíî ùíçîèã ïî ùóèã ûøïóîóéèêûèíêêãûî éùôêí÷ø÷ê ùóèã íö ùíèèûõ÷ õêíæ÷ ïûì íö èô÷ ùíçîùóð ï÷ïú÷êø÷êêóùñ ð÷ôêñ÷ ùíçîùóð ï÷ïú÷êøûæóø èôó÷ø÷ ùíçîùóð ï÷ïú÷êò÷î ì÷è÷êéíî ùíçîùóð ï÷ïú÷êòçéèóî íðé÷î ïûãíêïãêíî úûóð÷ã éô÷÷èéèôóé é÷è íö ìðûîé ùíîèûóîé öíçîøûèóíî ìðûî ñóîõéèíî ìûêñ éô÷ðè÷ê ÷ð÷ùèêóùûð ñóîõéèíî ìûêñ éèê÷÷è ðóõôèóîõ éóõîóîõ ûîø ìûæ÷ï÷îè ïûêñóîõé éèûîøûêø ø÷èûóðé éèê÷÷è óïìêíæ÷ï÷îèé ù èôóé é÷è íö ìðûîé ùíîèûóîé éèê÷÷è óïìêíæ÷ï÷îèé ù éèíêï é÷å÷ê óïìêíæ÷ï÷îèé éèê÷÷è ðóõôèóîõ éûîóèûêã é÷å÷ê óïìêíæ÷ï÷îèé òíù÷ðãî ûæ÷ éí éóõîóîõ ûîø ìûæ÷ï÷îè ïûêñóîõ ìðûî ÈÔ éÈ ñóîõéèíî ìûêñ ìûêñóîõ ðíè éèûîøûêø ø÷èûóðé ñóîõéèíî ìûêñ èêûóð ìðûî ùêíéé é÷ùèóíîé óîøóûî úíçð÷æûêø ñóîõéèíî ìûêñ ûùù÷éé øêóæ÷ éèê÷÷è óïìêíæ÷ï÷îèé óîøóûî úíçð÷æûêø ÷êíéóíî ùíîèêíð éèíêï é÷å÷ê óïìêíæ÷ï÷îèé éçêöûù÷ åûè÷ê ìíððçèóíî ìê÷æ÷îèóíî ìðûî éåììì ÷êíéóíî ùíîèêíð ìðûî ê÷ïíæûðé òíù÷ðãî ûæ÷ éí èãìóùûð é÷ùèóíîé èãìóùûð é÷ùèóíîé ðíùûèóíî ìðûî ìôûéóîõ ìðûî éèûè÷ï÷îè íö ÷éèóïûè÷ø ëçûîèóèó÷é ûîø èûúçðûèóíîé ÈÔ éÈ ðíùûèóíî ìðûî îíêèô éíçèô ð÷õ÷îø èóèð÷ éô÷÷è èóèð÷ éô÷÷è ø÷éùêóìèóíîéô÷÷è îíø÷éùêóìèóíîéô÷÷è îí úóø éóè÷ ìûæ÷ï÷îè øóéèêóùèé ù ù éô÷÷è óîø÷ä óîøóûî úíçð÷æûêø éûì éô÷÷è óîø÷ä ùóèã ôûðð óîøóûî úíçð÷æûêø éûì ñóîõéèíî ìûêñ óïìêíæ÷ï÷îèé ÈÔ éÈ ñóîõéèíî ìûêñ ìûæ÷ï÷îè ïûîûõ÷ï÷îè øóéèêóùè ù ìêíò÷ùè ûê÷û ìûæ÷ï÷îè ïûîûõ÷ï÷îè øóéèêóùè ù éèê÷÷è ûîø çèóðóèã óïìêíæ÷ï÷îèéøóéèêóùè ù ìêíò÷ùè ûê÷û ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè ÈÔ éÈ øóéèêóùè ù ìêíò÷ùè ûê÷û H:\COTT\N15105420\C3D\105420C001A.dwg 3/15/2013 9:00:35 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c LOCATION PLAN SOUTH MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 2 DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB400 2000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED >> l l l l >>>> 7959 924392279211 91959179 9165914991359119 905591059031 9019 90559105 9005 SHEET 32 7915 7880 7863 7860 924092249208 91969180 9166915091349120 9106 905690329020 7827 7840 >> 7809 7805 7813 92419225 SHEET 36 9207919391779163 91479133 911791039051 90339017 7820 SHEET 36 7800 7801 7801 7796 9132 91047799 7795 7794 7798 7795 7799 9042 9156 7789 7792 7790 77897788 9128 9108 7791 7784 7786 7783 7782 7775 7787 9112 9122 7764 7780 7777 7769 9116 7774 7751 7781 7758 7776 7771 7741 7766 >> 7779 77657752 77687731 7721 7745 7742 7755 77607762 77417711 7753 7754 7760 77307744 773777467747 7720 7758 77257746 7710 7740 l >> l 7729 77487756 7734 7741 7733 7677 77227735 7667 7722 77507754 7657 7752 7723 7714 7710 7717 7707 76507706 7713 7696 77047700 7708 SEE TYPICAL SECTION 3/SHEET 5 |SHEET 29 7692 7705 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT)7702 7703 7632 TYPICAL CONSTRUCTION -METHOD 3 7701 76227684 7691 SEE TYPICAL SECTION 2A & 2B/SHEET 5 76177676 7679 7688 7684 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) 76627680 76127667 TYPICAL CONSTRUCTION -METHOD 2 7607 7652 7653 7636 7637 7602 SEE TYPICAL SECTION 1/SHEET 5 7597 7629 7618 7626 7634 76077604 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 75927642 SHEET 29 TYPICAL CONSTRUCTION -METHOD 1 75877610 7603 7582 7597 7594 7577 7593 7572 7573 7572 7564 7602 7563 75867594 7567 7562 75557550 7532 7533 7557 7526 9067904390219001 9001 7508 7507 SHEET 23 7547 7517 9775 7506 l 7527 WW ll lll ll W WW 7537 W ll ll 7497 7498 7498 9187 7496 910090909080 9193 7485 7486 7486 7484 9140 7473 7474 7474 7476 SHEETS 12 -18 9798 9786 9774* 9870 9872 > 91707466 9870 7461 7462 > 7462 >Kingston Park Kingston ParkKingston Park 9752 7481 7458 7459 7452 7452 LOCATION 7469 7444 TRAILER 7441 7440 7440 7457 PROJECT 7438 WW 7449 7430 7430 7429 7443 9225 9259 9273 9686 9285 7420 9299 92077437 9307 9674 TC: 902.12 TC: 902.80 TC: 902.28 9199 7431 9321 TC: 902.97 7410 9335 9662 7421 9189 9658 9349 9525 9363 9181 93797411 9477 94939461944594319419 7400 7401 9163 9618 TC: 903.67 TC: 903.64 9145 9646 9596 9176 9133 7425 9622 9390 9634746074199156 74189416 9574 9552 95409532 9115 7429 9136 7415 9109 7442 74089414 7409 9392 9118 TC: 918.51 7423 74019105 7390 TC: 919.50 73377405 7422 7398 7339739994129394 9116 73259097 7407 7363 7378 7379 7404 94109108 9055 7381 7378 9396 73419013 7393 7356 H:\COTT\N15105420\C3D\105420C002A.dwg 3/15/2013 9:04:54 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c LOCATION PLAN NORTH MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 3HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB400 2000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 77237752 7714 SEE TYPICAL SECTION 3/SHEET 5 7710 7717 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) 7707 7650 7706 TYPICAL CONSTRUCTION -METHOD 3 7713 7696 77047700 7708 |SHEET 29 7692 7705 7702 SEE TYPICAL SECTION 2A & 2B/SHEET 5 7703 7632 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) 7701 TYPICAL CONSTRUCTION -METHOD 2 76227684 7691 76177676 7679 7688 7684 SEE TYPICAL SECTION 1/SHEET 5 76627680 7612 7667 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 7607 7652 7653 7636 TYPICAL CONSTRUCTION -METHOD 1 7637 7602 7597 7629 7618 7626 76077634 7604 75927642 SHEET 29 7587 7610 7603 7582 7597 7594 7577 7593 7572 7573 7572 7564 7602 756375867594 7567 7562 75557550 7532 7533 7557 7526 9067904390219001 9001 7508 7507 SHEET 23 7547 7517 9775 7506 l WW 7527 ll llll WWWWW 7537 l ll l 7497 7498 7498 9187 7496 9080 91009090 9193 7485 7486 7486 7484 9140 7473 7474 7474 7476 SHEETS 12 -18 9798 9786 * 9774 98729870 > 9170 7466 98707461 7462 > 7462 9752 7481 7458 7459 7452 7452 LOCATION 7469 7444 TRAILER 7441 7440 7440 7457 PROJECT 7438 WW 7449 7430 7430 7429 7443 9225 92739259 9686 9285 7420 9299 9207 7437 9307 9674 91997431 9321 7410 9335 9662 7421 9189 9658 9349 9525 9363 9181 93797411 94939477946194459431 9419 7400 7401 9163 9618 9145 9646 9596 9176 9133 96227425 9156 963474609390 741974189416 9574 9552 95409532 9115 7429 9136 7415 9109 7442 74089414 7409 9392 9118 7423 74019105 7390 73377405 7422 733973997398941293949116 9097 7325 7407 7363 7378 7379 7404 94109108 9055 7381 7378 9396 73419013 7393 7356 7357 7388 9114 9408 7353 9110 73237354 9398 9102 7365 73349112 7385 7366 7319 7333 7355 9056 7317 7335 72587338 73129406 91837375 72467317 72759167 9400 7384 9149 7321 7320 72907337 7281 9135 7232 72539404 73079117 7347 7288 7303 9402 7366 7307 72537304 SHEET 39 7319 7329 7319 7222 7266 7231 7295 7348 7231 7292 7293 927292589244 92309226 92149192 9288 9324 9356 7332 9158 7273 9142 9479 9667 9645 7229 96239561721995079443 95859505 972195599126 96899601 94097316 72617268 9391 SHEET 45 9104 7251 7203 7248 7300 72179373 7219 72257229 72117237 7243 7203 7249 7296 7221 SHEET 48 7228 7255 9524 71917269 7205 71917191 7291 96929634 95987199 9512 97009482 949694687294 9616 9504 96709438 7191 96529576 7208 9392 7187 718871757290 9378 7179 7182 SHEET 48 71909366 7222 72327238 7214 9362 7180 72227222 7250 71837174 7095 949394777280 7256 9441 7183 7159 7073 71637176 7111 7266 9393 717871667206 716193817274 7264 71257168 9375 71307177 71417147 7143 9367 7135 7157 7146 7141 7129 7165 93497260 7117 7138 71097173 70517158 94989486 9494 7181 7160 7146 71079490 7084 7254 71227152 7043 7037 9384 9484 7114 70937246 7065 7033 7042 7050 7102 7004 9480 70487172 9386 9366 9352 9360 70969450 7188 70239460 7086 7242 70239446 7019 7009 7032 7073 70787062 7016 70037005 7144 9394 94749476 7046 7034 70157236 7070 7192 7056 7061 7020 7036 70427126 70079440 7044 9398 7230 7028 7039 70287040 7202 7024 7078 7050 7072 7020 7020 7016 7038 701094369410 70027008 7054 70647024 94329416 700194269420 7100 70347224 703070867210 7030 7013 70127098 7218 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù ìôûéóîõ ìðûî ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ò÷öö÷êã ùè ò÷öö÷êã ùèò÷öö÷êã ùèò÷öö÷êã ùè åíêñóîõ øûãé çèóðóèó÷éïûã ò åíêñóîõ øûãéòçî÷ èô òçðã ô åíêñóîõ øûãéòçî÷ èô ûçõ õ ïûã ö ïûã èô òçî÷ èô÷ åíêñóîõ øûãéòçðã ø åíêñóîõ øûãéòçðã ù ìûæ÷ï÷îè øóéèêóùè úíçîøûêã ù ìûæ÷ï÷îè øóéèêóùè úíçîøûêã ù ìûæ÷ï÷îè øóéèêóùè úíçîøûêã ù åíêñóîõ øûãé îíîå÷ûê åóèôóî òçî÷ èô òçðã ú åíêñóîõ øûãé îíîå÷ûê åóèôóî ïûã èô òçî÷ û ìêíò÷ùè ìôûéóîõ ù ìûæ÷ï÷îè øóéèêóùè úíçîøûêã ù H:\COTT\N15105420\C3D\105420C101A.dwg 3/15/2013 5:33:49 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c TYPICAL SECTIONS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN MRW 2013 PAVEMENT MANAGEMENT PROJECT 5 DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 3/SHEET 5 FOR TYPICAL SECTION.15.SEE PARTIAL DEPTH MILL & OVERLAY (1.5") 3 MAINTENANCE. TYPICAL SECTION SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED JOLIET AVE. SO. (INDIAN BLVD. SO. TO JOCELYN AVE. SO.) 14.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR EXISTING 6" AGGREGATE BASE JENSEN AVE. SO. (#7251 TO 70TH ST. SO.)13.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. 1.5"-2.0" EXISTING BITUMINOUS 12.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. DISTRICT C1: TACK COAT 11.ADJUST STRUCTURES LOCATED IN CURB ONLY WHEN CURB IS REPLACED AROUND STRUCTURE. STREET WIDTH = 46' B-BCOURSE GRADE. ADJUST ALL STRUCTURES WITH HDPE ADJUSTING RINGS. (3,C) SPECIAL [SPWEB340C] ON 46' B-B STREETS ENGINEER, TYP.) 10.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT TO 1/4" TO 3/8" BELOW FINAL WEARING (2,C) SPECIAL [SPWEB240C] ON 30' & 34' B-B STREETS AS DIRECTED BY AS DIRECTED BY ENGINEER. 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE GUTTER (SPOT REPAIR 9.REPAIR JOINTS AND PERFORM FULL DEPTH PATCHING IN REMAINING BITUMINOUS PAVEMENT DESIGN CONCRETE CURB AND HYDROMULCH. JOLIET CIR. EXISTING D412 6" CLASS 5 GRAVEL BASE 8.PLACE TOPSOIL/COMPOST IN DISTURBED BOULEVARD AREAS AND RESTORE WITH SEED & INDIAN BLVD. SO. (#9618 TO #9662) 3" BITUMINOUS SHEET 6 .7.PATCH DRIVEWAYS WHERE CURB IS REPLACED PER DETAIL 3/ JOCELYN PL. EXISTING INDIAN BLVD. CT. 6.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB RAMPS. JOCELYN BAY JEWEL AVE. SO. UNLESS NOTED OTHERWISE. JOCELYN ALC. SO. JENNER LN. SO. 5.REMOVE AND REPLACE CONCRETE SIDEWALK (SPOT REPAIRS) AS DIRECTED BY ENGINEER, JENNER CIR. JANERO AVE. SO. (#7294 TO 71ST ST. SO.) ENGINEER, UNLESS NOTED OTHERWISE (10 DAY NOTICE REQUIRED). JENNER BAY 72ND ST. SO. 4.REMOVE AND REPLACE CONCRETE CURB AND GUTTER (SPOT REPAIRS) AS DIRECTED BY JENNER ALC. 71ST ST. SO. WEARING COURSE. 71ST ST. BAY SO. DISTRICT C2: 3.MILL EXISTING BITUMINOUS PAVEMENT, MIN. 1.5", TO ALLOW FOR PLACEMENT OF 1.5" THICK DISTRICT C2: 2.PERFORM STORM SEWER IMPROVEMENTS. VARIESVARIES STREET WIDTH = 34' B-B CASTINGS AND PLATE STRUCTURES. STREET WIDTH = 30' B-B 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION AND TEMPORARILY SALVAGE VARIESVARIES (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) R/WR/W L C TYPICAL CONSTRUCTION -METHOD 3 MILL & OVERLAY AREA FULL DEPTH PAVEMENT REMOVAL, PAVE 3.5"FULL DEPTH PAVEMENT REMOVAL, PAVE 5" 2B2A TYPICAL SECTION - FULL PAVEMENT REPLACEMENTTYPICAL SECTION - FULL PAVEMENT REPLACEMENT INDIAN BLVD. SO. (#9108 TO #9118) FOR TYPICAL SECTION. 2A & 2B/SHEET 517.SEE JANERO AVE. SO. (INDIAN BLVD. SO. TO #7294) ASSOCIATED MAINTENANCE. EXISTING 6"-8" AGGREGATE BASE 73RD ST. SO. 2.0" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) [SPNWB330B]CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND DISTRICT C2: 16.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. EXISTING 6" AGGREGATE BASETACK COAT 15.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. 2.0" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (2,C) [SPNWB230C]1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB340C] JOCELYN AVE. SO. (72ND ST. SO. TO JOLIET AVE. SO.) 14.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. TACK COATAND GUTTERTACK COAT JENSEN AVE. SO. HYDROMULCH. CONCRETE CURBCURB AND GUTTER 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (2,C) SPECIAL [SPWEB240C]1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL [SPWEB340C] JEFFERY CT. SO. NEW B418NEW B418 CONCRETE13.PLACE TOPSOIL/COMPOST IN DISTURBED BOULEVARD AREAS AND RESTORE WITH SEED & DESIGNDESIGN JEFFERY LN. SO. (NO. OF 75TH ST. SO.) REMOVAL)BASEREMOVAL)BASE WEARING COURSE GRADE. ADJUST ALL STRUCTURES WITH HDPE ADJUSTING RINGS. JASMINE AVE. SO.6" CLASS 5 GRAVEL6-8" CLASS 5 GRAVEL GUTTER (100%GUTTER (100% 12.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT TO 1/4" TO 3/8" BELOW FINAL JANERO CT. SO.3" BITUMINOUS3-4" BITUMINOUS CONCRETE CURB ANDCONCRETE CURB AND 11.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK (46' B-B STREETS ONLY). JANERO AVE. SO. (JEFFERY AVE. TO 79TH ST.)EXISTINGEXISTING EXISTING D412EXISTING D412 10.PAVE BITUMINOUS NON-WEARING COURSE, 2.0" THICK. 79TH ST. SO. 9.GRADE AND TOLERANCE AGGREGATE BASE MATERIAL. 78TH ST CT. SO. 8.SUPPLEMENT EXISTING AGGREGATE BASE WITH CLASS 5 GRAVEL BASE (OFFSITE MATERIAL). 78TH ST. SO. 7.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB RAMPS. LANELANE DISTRICT C1: SHEET 6 .6.CONSTRUCT DRIVEWAYS PER DETAIL 3/ RT TURN THRU 5.INSTALL NEW CONCRETE CURB AND GUTTER. STREET WIDTH = 34' B-B 12'10.33'0.67' 4.REMOVE CONCRETE CURB AND GUTTER (96 HOUR NOTICE REQUIRED). M 17'17' TO DRIVEWAYS. LANE LANE 3.REMOVE EXISTING BITUMINOUS PAVEMENT, FULL DEPTH. MAINTAIN TEMPORARY ACCESS THRUPARKING JOLIET AVE. SO. (70TH ST SO. TO JOCELYN AVE. SO.) 2.PERFORM STORM SEWER IMPROVEMENTS. JENSEN AVE. SO. (INDIAN BLVD. SO. TO #7273) M SALVAGE CASTINGS AND PLATE STRUCTURES. 30'30' 14'8.33'0.67' R/WR/W L DISTRICT C2: C 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION AND TEMPORARILY 23'23' STREET WIDTH = 46' B-B (FULL DEPTH PAVEMENT REMOVAL AND REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 PAVEMENT REPLACEMENT AREA 35'35' R/WR/W L C SUBGRADE EXCAVATION AND STREET CONSTRUCTION 1 TYPICAL SECTION - FULL PAVEMENT REPLACEMENT 1/SHEET 5 FOR TYPICAL SECTION.18.SEE 8" SALVAGED RECLAIMED AGGREGATE BASE MAINTENANCE. 2.0" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) [SPNWB330B] SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND ASSOCIATED TACK COAT 17.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY VEHICLES AT ALL TIMES. CONTRACTOR 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB340C] 16.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. TACK COAT 15.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL [SPWEB340C] AND GUTTER HYDROMULCH. DESIGN CONCRETE CURB 14.PLACE TOPSOIL/COMPOST IN DISTURBED BOULEVARD AREAS AND RESTORE WITH SEED AND 6-8" CLASS 5 GRAVEL BASE NEW B418 COURSE GRADE. ADJUST ALL STRUCTURES WITH HDPE ADJUSTING RINGS. 3-4" BITUMINOUS REMOVAL) EXISTING13.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT TO 1/4" TO 3/8" BELOW FINAL WEARING GUTTER (100% 12.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. CONCRETE CURB AND OTHERWISE NOTED. 11.PAVE BITUMINOUS NON-WEARING COURSE, 2.0" THICK. EXISTING D412 5.ALL DIMENSIONS ARE TO BACK OF CURB UNLESS 10.GRADE AND TOLERANCE RESULTANT RECLAIMED MATERIAL 8" THICK. TC MINUS 1". 9.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB RAMPS. DESIGN B418 TC ELEVATIONS BASED ON EXISTING B618 SHEET 6 .8.CONSTRUCT DRIVEWAYS PER DETAIL 3/ 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT LANE LANE 7.INSTALL NEW CONCRETE CURB AND GUTTER. HIGHER THAN THE EXISTING D412 TC ELEVATIONS. THRURT TURN 6.PLACE SALVAGED RECLAIMED AGGREGATE BASE. (TC) ELEVATIONS FOR THE NEW CURB WILL BE 1" SHOWN ON THE TYPICAL SECTION. 12'10.33'0.67' AND VERTICAL ALIGNMENTS. THE DESIGN TOP OF CURB 5.SALVAGE RECLAIMED AGGREGATE BASE AND PERFORM SUBGRADE EXCAVATION TO THE DEPTHS CONCRETE CURB AND GUTTER FOR BOTH HORIZONTAL M LANELANE 4.RECLAIM EXISTING BITUMINOUS PAVEMENT AND EXISTING AGGREGATE BASE 10" DEEP. GUTTER WILL BE ESTABLISHED BASED ON THE EXISTING PARKING THRUACCESS TO DRIVEWAYS. 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND 3.REMOVE CONCRETE CURB AND GUTTER (96 HOUR NOTICE REQUIRED). MAINTAIN TEMPORARY CONCRETE CURB AND GUTTER. 14'8.33'0.67' 2.PERFORM STORM SEWER IMPROVEMENTS. GUTTER, TO ALLOW FOR STAKING OF THE NEW JEFFERY AVE. SO. (75TH ST. SO. TO 80TH ST. SO.)M CASTINGS AND PLATE STRUCTURES. REMOVAL OF THE EXISTING CONCRETE CURB AND 75TH ST. SO.M 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO CONSTRUCTION AND TEMPORARILY SALVAGE 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO 23'23' DISTRICT C1: GRADES. (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE STREET WIDTH = 46' B-B TYPICAL CONSTRUCTION -METHOD 1 GENERAL NOTES: 35'35' PAVEMENT REPLACEMENT AREA R/WR/W L C H:\COTT\N15105420\C3D\105420C101A.dwg 3/15/2013 6:39:51 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c TYPICAL SECTIONS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN MRW 2013 PAVEMENT MANAGEMENT PROJECT 6 DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED ALTERNATE BID: UTBWC 7 TYPICAL SECTION - INDIAN BOULEVARD NO SCALENO SCALENO SCALE MILL & OVERLAY AREAPAVEMENT REPLACEMENT - 34' B-B STREETSPAVEMENT REPLACEMENT - 46' B-B STREETS 8" AGGREGATE BASE OF 1.0" THICK UTBWC. VARIES: EXISTING OR RECLAIMED BITUMINOUS PAVEMENT, MIN. 1.0", TO ALLOW FOR PLACEMENT 1.SAME CONSTRUCTION AS METHOD 2 EXCEPT MILL EXISTINGEXISTING 6" AGGREGATE BASECOURSE MIXTURE (3,B) [SPNWB330B] MILL & OVERLAY AREA 2.0" TYPE SP 12.5 NON-WEARING EX. 6-8" CLASS 5 GRAVEL BASE MIXTURE (3,B) [SPNWB330B]MIXTURE (3,C) [SPWEB340C] 34' B-B STREETS. 2.5" TYPE SP 12.5 NON-WEARING COURSE2.0" TYPE SP 12.5 WEARING COURSE EX. 2.0-2.5" BITUMINOUS PAVE 2.0" NON-WEARING COURSE AND 1.0" UTBWC ON1.2. AND 1.0" UTBWC ON 46' B-B STREETS. 1.0" UTBWC1.0" UTBWC 1.0" UTBWC PAVE 2.0" NON-WEARING COURSE, 2.0" WEARING COURSE,1.1. 1.SAME CONSTRUCTION AS METHOD 1, EXCEPT: PAVEMENT REPLACEMENT AREA (ULTRA THIN BONDED WEARING COURSE (UTBWC)) TYPICAL CONSTRUCTION -METHOD 3 ALTERNATE BID ALTERNATE BID KINGSTON PARKING LOT - PAVEMENT REPLACEMENTCONCRETE DRIVEWAY PATCHINGBITUMINOUS DRIVEWAY PATCHING 6543 PAVEMENT SECTIONDRIVEWAY PATCHPAVEMENT SECTIONPAVEMENT SECTION DEPTH (4" MINIMUM)(4" MINIMUM) EXISTING AGGREGATE BASE NO SCALE MATCH EXISTING GRAVEL BASEMATCH EXISTING GRAVEL BASE DEPTH MIXTURE (2,C) [SPNWB230C] ISOMETRIC AGGREGATE BASE IF NECESSARY. AGGREGATE BASE IF NECESSARY. 2.0" TYPE SP 12.5 NON-WEARING COURSE SUPPLEMENT EXISTING CLASS 5 SUPPLEMENT EXISTING CLASS 5 TACK COAT THIS POINT (2,C) SPECIAL [SPWEB240C] CONCRETE CURB AT COURSE MIXTURE (SPWEA240B) 6" CONCRETE CURB 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE MATCH BACK OF 2" TYPE SP 9.5 BITUMINOUS WEARING APPROXIMATELY 5'-7' BEHIND PAVEMENT TO PATCH IS ANTICIPATED TO BE WING - SEE NOTE 1 THE ENGINEER. TYPICAL BE MARKED IN THE FIELD BY 4. DRIVEWAY REMOVALS WILL DRIVEWAY SECTION. SPACING THROUGH CURB NOT TO EXCEED 10' 3. CONTROL JOINTS IN CONCRETE SEED & HYDROMULCH. WITH TOPSOIL/COMPOST & 2. RESTORE DISTURBED AREAS & 3/SHEET #. MATERIALS. SEE DETAILS 3 NO SCALE CONDITIONS REQUIRE. SECTION EXISTING DRIVEWAY ONLY IF EXISTING DRIVEWAY PATCH, MATCH 1. CONSTRUCT WING SECTION NOTES: CONCRETE SIDEWALK - SPOT REPLACEMENTBITUMINOUS TRAIL VARIES 21 TYPICAL SECTIONTYPICAL SECTION AND GUTTER 6" CLASS 5 GRAVEL BASE, 100% CRUSHED CONCRETE CURB 100% CRUSHED MIXTURE (2,B) [SPWEA240B] 4" CLASS 5 GRAVEL BASE, 2.5" TYPE SP 9.5 WEARING COURSE 6" CONCRETE (MATCH EXISTING) (MATCH EXISTING) 8' , TYP 6' , TYP ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù ê÷ïíæûðé òíù÷ðãî ûæ÷ ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø éèíêï é÷å÷ê ê÷ïíæûðé ìóì÷ èãì ê÷ïíæ÷ éèíêï é÷å÷ê ê÷ïíæ÷ éèíêï é÷å÷ê ê÷ïíæ÷ éèíêï 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ìêíò÷ùè óîöíêïûèóíî ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éåììì çéõé ðíùûèóíî ïûì éíóðé ïûì ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêå ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ö÷÷èéùûð÷ ôíêâ éíóð èãì÷é éçïïûêã îíè èí éùûð÷ çéõé ëçûø ïûì çéøû éùé éíóð éçêæ÷ã ïûì H:\COTT\N15105420\C3D\105420C301A.dwg 3/15/2013 8:11:48 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK ACCESS DRIVE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 12HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 7+006+005+004+003+002+001+000+00 890890 900900 910910 L=150' L=50'L=150'L=150' L=50' L=50'L=150' L=150' K = 87.15 K = 147.79K = 87.15 L=50' K = 147.79 L=50' K = 147.79K = 87.15L=50' A = 1.72% A = 1.72% A = 0.34%A = 1.72%A = 1.72%A = 1.72%A = 1.72%A = 1.72%A = 1.72%A = 1.72%L=50' 920 K = 20.03 920 A = 0.34% K = 20.03 A = 0.34%A = 0.34%A = 0.34%A = 1.72%A = 1.72%A = 1.72%K = 20.03K = 20.03K = 20.03 A = 0.34%A = 1.72%K = 20.03 EL: 899.06 EL: 899.06EL: 899.06EL: 899.06EL: 899.06EL: 899.06EL: 899.06EL: 899.06EL: 899.06K = 20.03K = 20.03K = 20.03 EL: 899.99 A = -2.50% EL: 899.99 A = -2.50% EL: 899.99EL: 899.06A = -2.50% VPI: 3+67.47 VPI: 3+67.47A = -2.50% VPI: 5+51.64VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47VPI: 3+67.47 EL: 902.41 VPI: 5+51.64 EL: 902.41 VPI: 5+51.64VPI: 3+67.47EL: 902.41 LP EL: 899.33 LP EL: 899.33 LP EL: 899.33EL: 902.41 VPI: 0+93.78 VPI: 0+93.78VPI: 0+93.78VPI: 0+93.78 LP: 3+98.90 LP: 3+98.90 LP: 3+98.90VPI: 0+93.78VPI: 0+93.78 HP EL: 902.25 HP EL: 902.25 HP EL: 902.25 HP: 0+94.32 930930 HP: 0+94.32 HP: 0+94.32HP: 0+94.32HP: 0+94.32 HP: 0+94.32 940940 950950 960960 Kingston Park Access Drive 7517 PER DETAIL STR-45 TRASH RECEPTACLE SS SS S 7527 llllll W 7537 BORDER SS CONC. SS PLAY AREA DETAILS STR-44 & 45 RECEPTACLE PER TC: 910.95 9187 TC: 910.95 BENCH AND TRASH TC: 910.95 TC: 911.32 TC: 911.32 l 9193 OTHERS. 20'X20' SHELTER BY S FOUNDATION PLAN. SS SEE SHEET 58 FOR 9170 SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 3 SEE TYPICAL SECTION 2A & 2B/SHEET 5 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 SEE TYPICAL SECTION 1/SHEET 5 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 S H:\COTT\N15105420\C3D\105420C302A.dwg 3/15/2013 8:08:08 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK TRAIL 1 MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 13HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 15+014+0013+0012+0011+0010+009+008+007+006+005+004+003+002+001+0000 880880 890890 EL: 901.17 EL: 901.17 EL: 901.17EL: 901.17 EL: 901.17EL: 901.17EL: 901.17EL: 901.17 VPI: 2+01.08 VPI: 2+01.08 VPI: 2+01.08 7.45% -7.85% -1.69% -1.69% -1.69%7.45%-7.85% 900900 2.00% 2.00% 2.00% EL: 901.58 EL: 901.58 EL: 901.58 VPI: 1+51.49 VPI: 1+51.49 VPI: 1+51.49 910910 L=100' L=100' L=100' K = 66.99 K = 66.99L=100' 920920 K = 27.12 A = -1.49% A = -1.49% A = -1.49%K = 27.12 A = -3.69% EL: 901.04 EL: 901.04A = -3.69%A = -3.69% EL: 902.98 VPI: 5+80.80 VPI: 5+80.80 VPI: 5+80.80EL: 902.98 VPI: 2+75 HP EL: 900.87 HP EL: 900.87 HP EL: 900.87VPI: 2+75 HP EL: 900.87 HP EL: 902.52 HP: 5+95.69HP EL: 902.52 HP EL: 902.52 HP: 5+95.69 HP: 5+95.69HP EL: 902.52 930 HP: 2+79.25 930 HP: 2+79.25 HP: 2+79.25 940940 950950 Kingston Park Trail C: 910.95 9187 C: 910.95 C: 911.32 C: 911.32 l 9193 PER DETAIL STR-6 PEDESTRIAN CURB RAMP CONSTRUCT CONCRETE BITUMINOUS TRAIL CONSTRUCT 8' AND 2 FES'S 16' - 12" CMP S SS PT: 0+34.19 9170 BITUMINOUS TRAIL REMOVE EXISTING PER DETAIL STR-6 PEDESTRIAN CURB RAMP CONSTRUCT CONCRETE PT: 0+70.37 PC: 0+25.47 BP: 0+00.00 PC: 0+99.98 S SS H:\COTT\N15105420\C3D\105420C303A.dwg 3/15/2013 8:14:27 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK TRAIL 2 MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 14HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 10+009+008+007+006+005+004+003+002+001+000+00 880 880 890 890 900 900 910 910 L=100' L=100' L=100' K = 95.05 K = 95.05L=47.79' K = 95.05L=47.79'L=47.79' 920 920 L=31.26'L=47.79' A = 1.05% L=31.26'K = 12.16 A = 1.05% L=40' L=31.26'L=40'L=40'L=40'A = 1.05%K = 12.16 K = 13.83 L=40'K = 12.16K = 12.16K = 12.16K = 12.16K = 12.16K = 12.16K = 12.16 EL: 901.02 K = 13.83A = -3.93% K = 17.53EL: 901.02 A = -3.93% K = 13.83K = 17.53EL: 901.02A = -3.93% K = 17.53K = 17.53K = 17.53K = 17.53K = 17.53K = 17.53EL: 901.02A = -3.93% A = 2.26%K = 17.53A = -3.93% VPI: 5+44.61 A = 2.26%EL: 903.38 A = -2.28%VPI: 5+44.61 A = 2.26%A = 2.26%A = -2.28%A = -2.28%A = -2.28%A = -2.28%A = -2.28%A = -2.28%A = -2.28%A = -2.28%A = -2.28%VPI: 5+44.61EL: 903.38 EL: 904.68A = -2.28%A = -2.28%EL: 903.38EL: 903.38EL: 903.38EL: 903.38EL: 903.38EL: 903.38EL: 903.38 EL: 904.68VPI: 0+80.38 EL: 905.48 EL: 904.68VPI: 0+80.38VPI: 0+80.38 EL: 905.48EL: 905.48EL: 905.48EL: 905.48EL: 905.48EL: 905.48EL: 905.48 VPI: 9+53.69EL: 905.48VPI: 0+80.38 HP EL: 903.22 VPI: 9+53.69 VPI: 8+85.20HP EL: 903.22 VPI: 9+53.69VPI: 9+53.69VPI: 8+85.20HP EL: 903.22HP EL: 903.22 930 930 LP EL: 904.77 VPI: 8+85.20VPI: 8+85.20VPI: 8+85.20 VPI: 8+85.20 LP EL: 904.77HP: 0+93.21 HP EL: 905.36 HP: 0+93.21 HP EL: 905.36 LP EL: 904.77HP EL: 905.36HP EL: 905.36HP: 0+93.21 LP: 9+54.06 LP: 9+54.06 HP: 8+84.92 HP: 8+84.92 LP: 9+54.06HP: 8+84.92 HP: 8+84.92HP: 8+84.92HP: 8+84.92HP: 8+84.92HP: 8+84.92HP: 8+84.92 940 940 950 950 Kingston Park Trail 0 S SS PT: 0+34.19 9170 PT: 0+70.37 PC: 0+25.47 BP: 0+00.00 PC: 0+99.98 S SS BITUMINOUS TRAIL ll W CONSTRUCT 8' SS PC: 3+62.44 9225 9259 9273 9285 9299 9207 9307 EP: 10+05.61 9199 9321 S SS SS PT: 2+05.79 H:\COTT\N15105420\C3D\105420C304A.dwg 3/15/2013 8:17:36 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK TRAIL 3 MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 15HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 10+009+008+007+006+005+004+003+002+001+000+00 880880 890890 900900 910910 L=50' L=50' 920920 L=50'L=50' L=40' K = 9.02 K = 12.40 K = 9.02 K = 12.40 L=40' K = 12.40L=40'K = 9.02 L=50' L=50' K = 19.01 L=50'L=40' A = 5.54% A = 4.03% A = 5.54% A = 4.03% K = 6.15 A = 4.03%L=50'L=50'K = 19.01A = 5.54% K = 10.20 K = 10.20 A = -2.10% K = 10.20K = 6.15 EL: 904.04EL: 903.50 A = -2.10% EL: 903.50 EL: 904.04 A = -6.51% EL: 904.04A = -2.10%EL: 903.50 A = -4.90% A = -6.51% A = -4.90% A = -4.90%EL: 905.60A = -6.51% VPI: 1+90.81 VPI: 9+63.75 VPI: 1+90.81 VPI: 9+63.75 EL: 907.05 VPI: 9+63.75VPI: 9+63.75EL: 905.60VPI: 1+90.81 EL: 907.22 EL: 907.05 EL: 907.22LP EL: 903.85 VPI: 2+70.42 EL: 907.22EL: 907.05 LP EL: 903.85 930 VPI: 2+70.42 930 EL: 907.22EL: 907.22EL: 907.22VPI: 2+70.42VPI: 2+70.42VPI: 2+70.42LP EL: 903.85LP EL: 903.85LP EL: 903.85VPI: 0+68.87 VPI: 2+70.42LP EL: 903.85 VPI: 8+91.28VPI: 0+68.87 VPI: 8+91.28LP: 1+92.06 VPI: 8+91.28VPI: 0+68.87VPI: 0+68.87 LP: 1+92.06 HP EL: 906.73 LP: 1+92.06 HP EL: 907.10HP EL: 906.73 HP EL: 907.10 HP EL: 907.10HP EL: 906.73 HP: 0+70.99 HP: 8+71.52HP: 0+70.99 HP: 8+71.52 HP: 8+71.52HP: 0+70.99 940940 950950 Kingston Park Trail ll W PC: 3+62.44 S BITUMINOUS TRAIL CONSTRUCT 8' 9285 9299 9307 EP: 10+05.61 9321 S SS PT: 2+05.79 S 9335 SS 9349 9363 9379 94779461 949394459431 9419 SS S SS SS SS SS H:\COTT\N15105420\C3D\105420C305A.dwg 3/15/2013 8:22:01 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK TRAIL 4 MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 16HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 23+0022+0021+0020+0019+0018+0017+0016+0015+0014+0013+0012+0011+0010+00 880880 890890 900900 0.27% 0.27% 0.27% 910910 EL: 906.54 EL: 906.54EL: 906.54EL: 906.54EL: 906.54EL: 906.54EL: 906.54EL: 906.54EL: 906.54 EL: 906.54EL: 906.54 VPI: 12+97.02 VPI: 12+97.02 VPI: 12+97.02 L=50' 920920 L=50' K = 12.40 K = 12.40 K = 12.40 L=40' L=40' L=40' A = 4.03% A = 4.03% A = 4.03% K = 15.68 K = 15.68 K = 15.68 EL: 904.04 EL: 904.04 EL: 904.04 A = 2.55% A = 2.55% A = 2.55% VPI: 9+63.75 VPI: 9+63.75 L=105.43'VPI: 9+63.75VPI: 9+63.75 EL: 907.34 L=105.43' EL: 907.34 L=105.43'EL: 907.34EL: 907.34 930930 K = 22.08 VPI: 13+59.11 K = 22.08 VPI: 13+59.11 K = 22.08VPI: 13+59.11 A = -4.77% A = -4.77% A = -4.77% EL: 913.19 EL: 913.19 EL: 913.19 VPI: 15+05.59 VPI: 15+05.59 VPI: 15+05.59 HP EL: 912.85 HP EL: 912.85 HP EL: 912.85HP EL: 912.85 940940 HP: 15+41.09 HP: 15+41.09 HP: 15+41.09 950950 Kingston Park Trail PC: 12+29.34 BP: 0+00.00 PC: 0+42.12 BITUMINOUS TRAIL CONSTRUCT 8' H:\COTT\N15105420\C3D\105420C306A.dwg 3/15/2013 8:28:09 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARK TRAIL 5 MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 17HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 3+002+001+000+0025+0024+0023+0022+00 880880 890890 900900 EL: 909.56 EL: 909.56 EL: 909.56 VPI: 3+98.92 VPI: 3+98.92 VPI: 3+98.92 910910 920920 L=50' L=50' L=75.60' K = 21.02 L=75.60' L=75.60'K = 21.02 K = 28.78A = -2.38% K = 28.78 K = 28.78A = -2.38% A = 2.63% EL: 905.79 A = 2.63% A = 2.63%EL: 905.79 L=102.23' L=102.23' L=102.23' EL: 908.55 VPI: 24+27.37 930930 EL: 908.55 VPI: 24+27.37 L=102.23'L=102.23'L=102.23'EL: 908.55EL: 908.55EL: 908.55VPI: 24+27.37VPI: 24+27.37VPI: 24+27.37 EL: 908.55VPI: 24+27.37 K = 11.89 K = 11.89 K = 11.89 VPI: 1+58.88 VPI: 1+58.88 VPI: 1+58.88 A = -8.60% A = -8.60% A = -8.60% A = -8.60% EL: 914.21 EL: 914.21 EL: 914.21 VPI: 2+90.45 VPI: 2+90.45 VPI: 2+90.45 VPI: 2+90.45VPI: 2+90.45VPI: 2+90.45VPI: 2+90.45 HP EL: 913.12 HP EL: 913.12 HP EL: 913.12HP EL: 913.12 940940 HP: 2+90.51 HP: 2+90.51 HP: 2+90.51 950950 Kingston Park Trail S PC: 0+42.12 BP: 0+00.00 AREAS WITH SEED AND HYDROMULCH. BY ENGINEER. RESTORE DISTURBED PC: 12+29.34 RELOCATE 8' BIT TRAIL AS STAKED REMOVE APPROX. 40 SY BIT TRAIL.BITUMINOUS TRAIL CONSTRUCT 8' BITUMINOUS TRAIL CONSTRUCT 8' LANDSCAPING EXISTING SIGN PROTECT EXISTING RELOCATE SALVAGE AND 7384 PEDESTRIAN CURB RAMP. AND GUTTER AND INSTALL 20LF CONCRETE CURB REMOVE AND REPLACE APPROX. Elementary School Grey Cloud S H:\COTT\N15105420\C3D\105420C307A.dwg 3/15/2013 7:47:52 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c KINGSTON PARKING LOT MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 18HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB40 200 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED S ENCLOSURE PROTECT EXISTING SS SS ELECTRICAL IMPROVEMENTS lllllllllllllllSEE SHEET 57 FOR 901.28900.68 901.15 901.98 SOLID WHITE PAINT, TYP. 11'13' HANDICAP SYMBOL PAVEMENT MESSAGE 4" SOLID WHITE PAINT, TYP. 902.46 901.20901.57 MATCH EX. TRAIL WIDTH, TYP TRUNCATED DOMES, 6' CONCRETE RAMP WITH 10' ARROW, TYP. MESSAGE PAVEMENT 6' >> 903.18 901.79901.94 ll 902.12 902.00 903.54902.53 SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY ) TYPICAL CONSTRUCTION -METHOD 3 STORM SEWER IMPROVEMENTS SEE TYPICAL SECTION 6/SHEET 6 SEE SHEET 22 FOR (FULL DEPTH PAVEMENT REPLACEMENT - PARKING LOT ) TYPICAL CONSTRUCTION -METHOD 2 éûì ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éûîóèûêã é÷å÷ê óïìêíæ÷ï÷îèé òíù÷ðãî ûæ÷ ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ óîøóûî úíçð÷æûêø çèóðóèã ûîø éèê÷÷è óïìêíæ÷ï÷îèé øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø óîæ ÿ îå óîæ ÿ éå óîæ ÿ îåóîæ ÿ îå óîæ ÿ éå óîæ ÿ 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ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø óÿ î óÿ î óÿ î óÿ î êÿ óÿ é óÿ é êÿ éèû óÿ î óÿ î êÿ ö÷é êÿ ö÷é éèû éèû ïô ïô ïô ïô óÿ å óÿ åóÿ é óÿ é óÿ î óÿ îóÿ ÷ óÿ ÷ êÿ óÿ é êÿ êÿ óÿ é óÿ éêÿ êÿ éèû êÿ éèû éèû êÿ éèû ïô éèû ïô ïô éèû ïô ïô ïô ïô ñÓÎÕÉÈÍÎ ìÛÊÑ éÈÍÊÏ é×Å×Ê ïô ïô þþþþþþþþ ê÷ïíæ÷ ÷äóéèóîõ ùçðæ÷êè ïô ïô ö÷é H:\COTT\N15105420\C3D\105420C601A.dwg 3/15/2013 6:08:11 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - 75th STREET MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 23HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 14+0013+0012+0011+0010+009+008+007+006+005+004+003+002+001+000+00 890890 = 0+00.00 (KINGSTON PARK) = 0+00.00 (KINGSTON PARK)= 0+00.00 (KINGSTON PARK) = 0+00.00 (KINGSTON PARK) 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 900900 = 26+86.89 (JEFFERY AVE-C1) = 26+86.89 (JEFFERY AVE-C1)= 26+86.89 (JEFFERY AVE-C1) = 26+86.89 (JEFFERY AVE-C1) 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 = 0+00.00 (JEFFERY LN-C1) = 0+00.00 (JEFFERY LN-C1)= 0+00.00 (JEFFERY LN-C1) = 20+16.03 (JASMINE AVE-C1) = 20+16.03 (JASMINE AVE-C1)= 20+16.03 (JASMINE AVE-C1) = 20+16.03 (JASMINE AVE-C1)= 0+00.00 (JEFFERY LN-C1) = 20+16.03 (JASMINE AVE-C1) 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 2+07.38 (75TH ST-C1) EL: 914.94 5+31.06 (75TH ST-C1) EL: 913.00 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 910910 L=100' L=100' K = 39.58 920 K = 39.58 920 K = 39.58K = 39.58K = 39.58 K = 39.58 A = 2.53% A = 2.53% A = 2.53% L=100' L=100' EL: 901.64 EL: 901.64 EL: 901.64 K = 33.63 K = 33.63 VPI: 11+87.45 VPI: 11+87.45 VPI: 11+87.45 V A = 2.97% L=100' LP EL: 901.84 A = 2.97%L=100' LP EL: 901.84 LP EL: 901.84L=100' EL: 904.88 K = 22.24 LP: 12+17.66 EL: 904.88K = 22.24K = 22.24K = 22.24K = 22.24K = 22.24K = 22.24 LP: 12+17.66L=50' 930930 LP: 12+17.66LP: 12+17.66LP: 12+17.66K = 22.24K = 22.24K = 22.24L=50' LP: 12+17.66K = 22.24 VPI: 10+27.58 A = -4.50% VPI: 10+27.58 VPI: 10+27.58A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50% K = 93.43L=50' K = 93.43 A = -4.50%K = 93.43L=50' EL: 911.13 EL: 911.13 A = 0.54%K = 30.77 A = 0.54%K = 30.77 EL: 911.13A = 0.54%K = 30.77 VPI: 9+02.58 VPI: 9+02.58 EL: 914.13A = -1.63% EL: 914.13A = -1.63% VPI: 9+02.58EL: 914.13A = -1.63% VPI: 2+87.98EL: 916.13 VPI: 2+87.98EL: 916.13 VPI: 2+87.98EL: 916.13 VPI: 0+87.98 940940 VPI: 0+87.98 VPI: 0+87.98VPI: 0+87.98VPI: 0+87.98 VPI: 0+87.98 HP EL: 916.03 HP EL: 916.03 HP EL: 916.03 HP: 0+82.21 HP: 0+82.21 HP: 0+82.21HP: 0+82.21 950950 960960 75th Street So. 7557 SS 7526 SS S TC: 914.02 TC: 914.02TC: 914.02 TC: 914.02 9067904390219001 9001 TC: 913.78 TC: 913.78 7508 7507 TC: 913.05 7547 TC: 913.05 TC: 913.14 TC: 913.14 7517 TC: 913.14 TC: 912.68 TC: 913.02 7537 7506 S SS >>> SEE TYPICAL SECTION 3/SHEET 5 SSSS 7527 >>>> >> ll llllll (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 3 SS SS TC: 914.93 TC: 914.36 SS SEE TYPICAL SECTION 2A & 2B/SHEET 5 TC: 914.55 TC: 914.52 TC: 914.55 TC: 914.52 TC: 914.55 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 SS 7497 SEE TYPICAL SECTION 1/SHEET 5 7498 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT)TC: 910.95 9187 TC: 910.95 TC: 910.95TC: 911.43 TC: 911.43 TYPICAL CONSTRUCTION -METHOD 1 SS 7496 TC: 911.32 TC: 911.32 TC: 911.24 TC: 911.24 9080 9090 9100 12" GATE VALVE AND BOX ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". REMOVE AND REPLACE 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. 9193 7485 THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB 7486 AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. 7484 WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR SS 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. 9140 7473 7474 NOTES: 7476 S S SS SS 9170 7466 7461 7462 S 7481 H:\COTT\N15105420\C3D\105420C602A.dwg 3/15/2013 6:09:10 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - 75th STREET MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 24HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 16+0015+0014+0013+0012+0011+0010+009+008+007+006+005+004+003+0000 890890 = 14+26.97 (INDIAN BLVD) = 14+26.97 (INDIAN BLVD)= 14+26.97 (INDIAN BLVD) = 14+26.97 (INDIAN BLVD) = 0+00.00 (KINGSTON PARK) = 0+00.00 (KINGSTON PARK)= 0+00.00 (KINGSTON PARK) 16+07.25 (75TH ST-C1) EL: 902.56= 0+00.00 (KINGSTON PARK) 16+07.25 (75TH ST-C1) EL: 902.56 16+07.25 (75TH ST-C1) EL: 902.56 16+07.25 (75TH ST-C1) EL: 902.56 16+07.25 (75TH ST-C1) EL: 902.56 16+07.25 (75TH ST-C1) EL: 902.56= 0+00.00 (KINGSTON PARK) 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 11+97.34 (75TH ST-C1) EL: 901.89 900900 = 26+86.89 (JEFFERY AVE-C1) = 26+86.89 (JEFFERY AVE-C1)= 26+86.89 (JEFFERY AVE-C1) = 26+86.89 (JEFFERY AVE-C1) 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 8+18.92 (75TH ST-C1) EL: 911.55 = 0+00.00 (JEFFERY LN-C1) = 0+00.00 (JEFFERY LN-C1)= 0+00.00 (JEFFERY LN-C1) = 20+16.03 (JASMINE AVE-C1) = 20+16.03 (JASMINE AVE-C1)= 20+16.03 (JASMINE AVE-C1) = 20+16.03 (JASMINE AVE-C1)= 0+00.00 (JEFFERY LN-C1) = 20+16.03 (JASMINE AVE-C1) 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 5+31.06 (75TH ST-C1) EL: 913.00 2+07.38 (75TH ST-C1) EL: 914.94 5+31.06 (75TH ST-C1) EL: 913.00 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 2+07.38 (75TH ST-C1) EL: 914.94 910910 L=100' L=100'L=100' L=100'K = 39.58 920 K = 39.58 920 K = 144.11K = 39.58K = 39.58K = 39.58 K = 39.58 K = 144.11 K = 144.11A = 2.53% A = 2.53% A = -0.69%A = 2.53% L=100' A = -0.69% A = -0.69%L=100' EL: 901.64 EL: 901.64 EL: 902.89EL: 901.64 K = 33.63 EL: 902.89 EL: 902.89K = 33.63K = 33.63 VPI: 11+87.45 VPI: 11+87.45 VPI: 11+87.45 VPI: 14+37.45 A = 2.97% VPI: 14+37.45 L=100' LP EL: 901.84 VPI: 14+37.45A = 2.97%L=100' LP EL: 901.84 HP EL: 902.82 LP EL: 901.84L=100' HP EL: 902.82EL: 904.88 K = 22.24 LP: 12+17.66 HP EL: 902.82EL: 904.88K = 22.24K = 22.24K = 22.24K = 22.24K = 22.24K = 22.24K = 22.24 LP: 12+17.66L=50' 930930 HP: 14+59.51 LP: 12+17.66LP: 12+17.66LP: 12+17.66K = 22.24K = 22.24K = 22.24L=50' LP: 12+17.66K = 22.24 VPI: 10+27.58 HP: 14+59.51 A = -4.50% VPI: 10+27.58 HP: 14+59.51VPI: 10+27.58A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50%A = -4.50% K = 93.43 K = 93.43 A = -4.50%K = 93.43 EL: 911.13 EL: 911.13 A = 0.54% A = 0.54% EL: 911.13A = 0.54% VPI: 9+02.58 VPI: 9+02.58 EL: 914.13 EL: 914.13 VPI: 9+02.58EL: 914.13 VPI: 2+87.98 VPI: 2+87.98 VPI: 2+87.98 940940 950950 960960 75th Street So. 75177550 7593 7642 9299 7526 7563 9193 9285 9187 7533 9273 7506 7564 7507 12111098 111111111010999 111110 1211111111109 llll 121212 lll 111111 llllll 9 ll 121111101088 121211 1212 121212 l 109 l 9259 7532 7586 7496 9140 9170 9232 7508 9225 7594 SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) 9228 TYPICAL CONSTRUCTION -METHOD 39067 923 7484 9100 SEE TYPICAL SECTION 2A & 2B/SHEET 5 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) 7481 TYPICAL CONSTRUCTION -METHOD 2 9207 9224 9043 SEE TYPICAL SECTION 1/SHEET 5 9090 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 922 9200 H:\COTT\N15105420\C3D\105420C603A.dwg 3/15/2013 6:10:08 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JEFFERY LANE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 25HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 1+000+008+007+006+005+004+003+002+001+000+00 890890 900900 = 6+97.55 (JEFFERY LN-C1) = 6+97.55 (JEFFERY LN-C1)= 6+97.55 (JEFFERY LN-C1) = 6+97.55 (JEFFERY LN-C1) = 2+07.38 (75TH ST-C1) = 2+07.38 (75TH ST-C1)= 2+07.38 (75TH ST-C1) = 6+97.55 (JEFFERY LN-C1)= 0+00.00 (JEFFERY LN CDS (NORTH)-C1)= 2+07.38 (75TH ST-C1) = 0+00.00 (JEFFERY LN CDS (NORTH)-C1)= 0+00.00 (JEFFERY LN CDS (NORTH)-C1)= 0+00.00 (JEFFERY LN CDS (NORTH)-C1) 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48= 0+00.00 (JEFFERY LN CDS (NORTH)-C1) 0+00 (JEFFERY LN-C1) EL: 915.00 0+00 (JEFFERY LN-C1) EL: 915.00 0+00 (JEFFERY LN-C1) EL: 915.00 0+00 (JEFFERY LN CDS (NORTH)-C1) EL: 915.48 0+00 (JEFFERY LN-C1) EL: 915.00 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 910910 920920 L=100' L=100' K = 22.22 K = 22.22 A = 4.50% A = 4.50% EL: 907.54 930930 EL: 907.54 L=100' EL: 907.54EL: 907.54EL: 907.54EL: 907.54EL: 907.54 VPI: 3+73.05 VPI: 3+73.05 L=100'VPI: 3+73.05 K = 17.54 VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05 LP EL: 908.10 LP EL: 908.10 K = 17.54LP EL: 908.10 A = -5.70% LP: 3+67.49 A = -5.70%LP: 3+67.49 EL: 916.29 EL: 916.29 VPI: 7+23.05 VPI: 7+23.05 940940 VPI: 7+23.05VPI: 7+23.05VPI: 7+23.05 VPI: 7+23.05 HP EL: 915.59 HP EL: 915.59 HP EL: 915.59 HP: 7+16.91 HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91 HP: 7+16.91 950950 960960 Jeffery Ln. So. 90 9080 7438 7421 7473 9067 7586 7411 7461 ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC 7459 7429 WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. 74857497 7441 THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER 9043 STAKING OF THE NEW CONCRETE CURB AND GUTTER. OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 7594 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. >> >>>>>> NOTES: >>> >>>>>>>>>> >>>>>>>>>>> >>>>>>> 6543210 000000 000 000 0 00 0 00 7401llllll 00 l 9021 7602 7400 74107420 7430744074527462747474867498 9001 SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 3 5SEE TYPICAL SECTION 2A & 2B/SHEET (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 5SEE TYPICAL SECTION 1/SHEET (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 H:\COTT\N15105420\C3D\105420C604A.dwg 3/15/2013 6:10:51 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JEFFERY LANE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 26HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 15+0014+0013+0012+0011+0010+009+008+007+006+005+004+003+002+00 890890 900900 = 0+00.00 (JEFFERY LN CDS (NORTH)-C1) = 0+00.00 (JEFFERY LN CDS (NORTH)-C1)= 0+00.00 (JEFFERY LN CDS (NORTH)-C1)= 0+00.00 (JEFFERY LN CDS (NORTH)-C1) = 0+00.00 (JEFFERY LN CDS (NORTH)-C1) 0 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 6+97.55 (JEFFERY LN-C1) EL: 915.48 910910 920920 L=100' L=100' L=100' K = 19.80 K = 19.80 K = 19.80 L=100' L=100' L=100'L=100'L=100' A = 5.05% A = 5.05% L=100'L=100'A = 5.05% K = 22.22 K = 583.29 K = 583.29 K = 583.29K = 22.22 EL: 904.29 EL: 904.29 K = 583.29K = 583.29K = 583.29K = 583.29K = 583.29EL: 904.29 A = 4.50% A = -0.17% A = -0.17% A = -0.17%A = 4.50% VPI: 10+98.05 VPI: 10+98.05 A = -0.17%VPI: 10+98.05 EL: 907.54 930 EL: 907.41 930 LP EL: 904.88 EL: 907.41EL: 907.41EL: 907.41EL: 907.41EL: 907.54 EL: 907.41 LP EL: 904.88 L=100' EL: 907.41LP EL: 904.88EL: 907.54EL: 907.54EL: 907.54EL: 907.54EL: 907.54 VPI: 3+73.05 VPI: 12+66.59 VPI: 3+73.05 VPI: 12+66.59LP: 11+11.42 VPI: 12+66.59L=100'VPI: 3+73.05 LP: 11+11.42 K = 17.54 VPI: 12+66.59LP: 11+11.42VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05VPI: 3+73.05 LP EL: 908.10 LP EL: 908.10 K = 17.54LP EL: 908.10 A = -5.70% LP: 3+67.49 A = -5.70%LP: 3+67.49 EL: 916.29 EL: 916.29 VPI: 7+23.05 VPI: 7+23.05 940940 VPI: 7+23.05VPI: 7+23.05VPI: 7+23.05 VPI: 7+23.05 HP EL: 915.59 HP EL: 915.59 HP EL: 915.59 HP: 7+16.91 HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91HP: 7+16.91 HP: 7+16.91 950950 960960 Jeffery Ln. So. 7526 7430 7461 ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 9100 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC 7573 WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB 7459 AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 7506 7420 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. 7555 OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 7441 7496 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 7484 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. NOTES: 7476 7410 7466 7458 7444 7 7438 7429 7517 7400 llllllll 111098 9187 7527 9140 7401 7481 7421 7411 7469 753774577449744374377431 9193 7547 9170 > H:\COTT\N15105420\C3D\105420C605A.dwg 3/15/2013 6:17:42 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved STREET IMPROVEMENTS - JASMINE AVE c MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 27HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 100 20100500 CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 14+0013+0012+0011+0010+009+008+007+006+005+004+003+002+001+000+00 870870 = 23+48.29 (JANERO AVE AND 79TH ST-C1) = 23+48.29 (JANERO AVE AND 79TH ST-C1)= 23+48.29 (JANERO AVE AND 79TH ST-C1)= 23+48.29 (JANERO AVE AND 79TH ST-C1) = 23+48.29 (JANERO AVE AND 79TH ST-C1) 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 880880 = 8+17.00 (78TH ST-C1) = 8+17.00 (78TH ST-C1)= 8+17.00 (78TH ST-C1) = 8+17.00 (78TH ST-C1) 0+00 (JASMINE AVE-C1) EL: 897.25 0+00 (JASMINE AVE-C1) EL: 897.25 0+00 (JASMINE AVE-C1) EL: 897.25 0+00 (JASMINE AVE-C1) EL: 897.25 0+00 (JASMINE AVE-C1) EL: 897.25 890890 = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 900900 L=100' L=100' L=100' L=100'L=100' K = 17.37 K = 24.61 K = 24.61 K = 17.37K = 24.61 A = 5.76% A = 4.06% A = 4.06% A = 5.76%A = 4.06% EL: 886.32 EL: 887.24 EL: 887.24 EL: 886.32EL: 887.24 910910 VPI: 8+25L=100' VPI: 7+00 L=100' VPI: 7+00 VPI: 8+25VPI: 7+00L=100' LP EL: 886.64 K = 23.31 LP EL: 886.64 K = 23.31 LP EL: 886.64K = 23.31 LP: 7+87.78 A = -4.29% A = -4.29% LP: 7+87.78A = -4.29% EL: 894.44 L=100'EL: 894.44 L=100' L=100'EL: 894.44EL: 894.44 L=100' VPI: 5+50 K = 35.44VPI: 5+50 K = 35.44K = 35.44VPI: 5+50 920920 K = 35.44K = 35.44K = 35.44K = 35.44 A = -2.82% A = -2.82% A = -2.82%A = -2.82% A = -2.82%A = -2.82% EL: 900.13 EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13 EL: 900.13 VPI: 11+00 VPI: 11+00 VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00 VPI: 11+00VPI: 11+00 930 930 940 940 Jasmine Ave. So. 950 950 7679 ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. 7776 775477607768 774077467780 7701 THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB 7786 SEE TYPICAL SECTION 3/SHEET 5 AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB TYPICAL CONSTRUCTION -METHOD 3 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER 7792 STAKING OF THE NEW CONCRETE CURB AND GUTTER. 7705 SEE TYPICAL SECTION 2A & 2B/SHEET 5 OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL TYPICAL CONSTRUCTION -METHOD 2 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. 7796 NOTES: 7707 5SEE TYPICAL SECTION 1/SHEET (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 7723 7777 774177477753 77357783 7771 77557765 7789 1 7795 >> >>> 7708 >>>> >>>>>> > >> 9876543 9225 7710 7704 77227711 7710 9207 7784 775277587764 7788 7734 EXTEND HYDRANT BARREL 7700 7794 9193 7721 7720 7750 9122 9156 H:\COTT\N15105420\C3D\105420C606A.dwg 3/15/2013 6:33:35 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved STREET IMPROVEMENTS - JASMINE AVE c MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 28HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 100 20100500 CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 20+0019+0018+0017+0016+0015+0014+0013+0012+0011+0010+009+008+007+00 870870 = 23+48.29 (JANERO AVE AND 79TH ST-C1) = 23+48.29 (JANERO AVE AND 79TH ST-C1)= 23+48.29 (JANERO AVE AND 79TH ST-C1)= 23+48.29 (JANERO AVE AND 79TH ST-C1) = 23+48.29 (JANERO AVE AND 79TH ST-C1) = 23+48.29 (JANERO AVE AND 79TH ST-C1) 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 7+69.80 (JASMINE AVE-C1) EL: 886.73 880880 890890 = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) = 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1)= 0+00.00 (JASMINE AVE CDS (SOUTH)-C1) 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 12+96.20 (JASMINE AVE-C1) EL: 904.45 = 5+31.06 (75TH ST-C1) = 5+31.06 (75TH ST-C1)= 5+31.06 (75TH ST-C1) = 5+31.06 (75TH ST-C1) 20+16.03 (JASMINE AVE-C1) EL: 913.00 20+16.03 (JASMINE AVE-C1) EL: 913.00 20+16.03 (JASMINE AVE-C1) EL: 913.00 20+16.03 (JASMINE AVE-C1) EL: 913.00 20+16.03 (JASMINE AVE-C1) EL: 913.00 900900 L=100' L=100' L=100' L=100'L=100' = 0+00.00 (JASMINE AVE CDS (NORTH)-C1) = 0+00.00 (JASMINE AVE CDS (NORTH)-C1)= 0+00.00 (JASMINE AVE CDS (NORTH)-C1)= 0+00.00 (JASMINE AVE CDS (NORTH)-C1) K = 17.37 = 0+00.00 (JASMINE AVE CDS (NORTH)-C1) K = 24.61 K = 24.61 K = 17.37K = 24.61 16+66.20 (JASMINE AVE-C1) EL: 912.59 16+66.20 (JASMINE AVE-C1) EL: 912.59 16+66.20 (JASMINE AVE-C1) EL: 912.59 16+66.20 (JASMINE AVE-C1) EL: 912.59 A = 5.76% 16+66.20 (JASMINE AVE-C1) EL: 912.59 A = 4.06% A = 4.06% A = 5.76%A = 4.06% EL: 886.32 EL: 887.24 EL: 887.24 EL: 886.32EL: 887.24 910910 VPI: 8+25 VPI: 7+00 VPI: 7+00 VPI: 8+25VPI: 7+00 LP EL: 886.64 LP EL: 886.64 LP EL: 886.64 LP: 7+87.78 LP: 7+87.78 L=100' L=100' L=100' L=100' K = 35.44 K = 35.44K = 35.44 920920 K = 35.44K = 35.44K = 35.44K = 35.44 A = -2.82% A = -2.82% A = -2.82%A = -2.82% A = -2.82%A = -2.82% EL: 900.13 EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13EL: 900.13 EL: 900.13 VPI: 11+00 VPI: 11+00 VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00VPI: 11+00 VPI: 11+00 930930 L=100' L=100' L=100' L=100'L=100' K = 20.12 K = 20.12 K = 20.12 A = -4.97% A = -4.97% A = -4.97% EL: 916.63 EL: 916.63 EL: 916.63 EL: 916.63EL: 916.63EL: 916.63EL: 916.63 VPI: 18+50 940940 VPI: 18+50 VPI: 18+50VPI: 18+50VPI: 18+50VPI: 18+50 HP EL: 916.02 HP EL: 916.02 HP EL: 916.02 HP: 18+44.27 HP: 18+44.27 HP: 18+44.27HP: 18+44.27 Jasmine Ave. So. 950950 7714 7706 7702 75267550757275947604763676627684 7506 ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 7741 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 77357711 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. 7496 OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 7723 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. 7707 NOTES: 7507 753375637593 7603762976537679 77017705 7484 7710 9100 >>>>> >> > >>>>>>>>>>> 2019181716151413 202020202013 llllllllll 20 llllllllll 20 7720 7734 DETAIL STR-9 VALLEY GUTTER PER CONSTRUCT CONCRETE 7722 9090 7708 7642 7730 7710 750875327564 76527676 9080 7704 7634 7746 7748 42 9067 7750 7586 7744 7680 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé òûéïóî÷ ûæ÷ ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ÿ ÿ ÿ òûéïóî÷ ûæ÷ù ÿ òûéïóî÷ ûæ÷ù òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð òûéïóî÷ ûæ÷ ùøé éíçèôù ÷ð ÿ òûéïóî÷ ûæ÷ù ÿ òûéïóî÷ ûæ÷ù òûéïóî÷ ûæ÷ ùøé îíêèôù ÷ð òÛÉÏÓÎ× ûÆ× éÍòÛÉÏÓÎ× ûÆ× éÍ ÷ð÷æûèóíîé úûé÷ø íî ÷äóéèóîõ ú èù ïóîçé èù ÷ð÷æûèóíîé éôíåî ûè ÷îø êûøóó ê÷ìê÷é÷îè ø÷éóõî ú èù åóðð ú÷ ôóõô÷ê èôûî èô÷ ÷äóéèóîõ ø èù ÷ð÷æûèóíîé èô÷ ø÷éóõî èíì íö ùçêú èù ÷ð÷æûèóíîé öíê èô÷ î÷å ùçêú ûîø õçèè÷ê öíê úíèô ôíêóâíîèûð ûîø æ÷êèóùûð ûðóõîï÷îèé åóðð ú÷ ÷éèûúðóéô÷ø úûé÷ø íî èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú éèûñóîõ íööé÷èé öíê èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê éèûñóîõ íö èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê íö èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú ûîø õçèè÷ê èí ûððíå öíê ìêíæóø÷ èô÷ ÷îõóî÷÷ê û ôíçê îíèóù÷ ìêóíê èí ê÷ïíæûð éèê÷÷è ìêíöóð÷é ê÷ìê÷é÷îè èô÷ ÷äóéèóîõ ù÷îè÷êðóî÷ õêûø÷é îíè÷é ÐÐÐÐÐÐÐÐ H:\COTT\N15105420\C3D\105420C608A.dwg 3/15/2013 6:43:53 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JEFFERY AVE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 30HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 14+0013+0012+0011+0010+009+008+007+006+005+004+003+002+001+000+00 870870 880880 = 11+52.00 (78TH ST-C1) = 11+52.00 (78TH ST-C1)= 11+52.00 (78TH ST-C1)= 0+00.00 (JANERO AVE AND 79TH ST-C1) = 11+52.00 (78TH ST-C1)= 0+00.00 (JANERO AVE AND 79TH ST-C1)= 0+00.00 (JANERO AVE AND 79TH ST-C1)= 0+00.00 (JANERO AVE AND 79TH ST-C1)= 0+00.00 (JANERO AVE AND 79TH ST-C1) = 0+00.00 (JEFFERY AVE CDS (SOUTH)-C1) = 0+00.00 (JEFFERY AVE CDS (SOUTH)-C1)= 0+00.00 (JEFFERY AVE CDS (SOUTH)-C1)= 0+00.00 (JEFFERY AVE CDS (SOUTH)-C1) 5+47.50 (JEFFERY AVE-C1) EL: 890.47 5+47.50 (JEFFERY AVE-C1) EL: 890.47 5+47.50 (JEFFERY AVE-C1) EL: 890.47 5+47.50 (JEFFERY AVE-C1) EL: 890.47 2+27.50 (JEFFERY AVE-C1) EL: 891.68 = 0+00.00 (JEFFERY AVE CDS (SOUTH)-C1) 5+47.50 (JEFFERY AVE-C1) EL: 890.47 2+27.50 (JEFFERY AVE-C1) EL: 891.68 2+27.50 (JEFFERY AVE-C1) EL: 891.68 2+27.50 (JEFFERY AVE-C1) EL: 891.68 11+48.03 (JEFFERY AVE-C1) EL: 897.03 11+48.03 (JEFFERY AVE-C1) EL: 897.03 11+48.03 (JEFFERY AVE-C1) EL: 897.03 11+48.03 (JEFFERY AVE-C1) EL: 897.03 11+48.03 (JEFFERY AVE-C1) EL: 897.03 890890 900900 L=100' L=100' L=100'L=100' K = 52.67 L=100' K = 52.67 K = 67.14 K = 52.67K = 52.67 K = 67.14 910910 A = 1.90% K = 67.14K = 67.14K = 67.14 A = 1.90%K = 67.14 A = 1.90%A = -1.49% A = -1.49% L=100'EL: 890.28 A = -1.49% L=100'EL: 890.28 L=100'L=100'L=100'EL: 890.28 L=100'EL: 891.90 EL: 891.90 K = 111.11 VPI: 5+62 L=100'L=100'L=100'EL: 891.90 K = 111.11 VPI: 5+62 K = 83.43 K = 83.43 K = 83.43K = 83.43K = 111.11VPI: 5+62VPI: 2+37 VPI: 2+37 LP EL: 890.46 A = -0.90% LP EL: 890.46 LP EL: 890.46VPI: 2+37 A = -0.90% A = -1.20% A = -1.20%HP EL: 891.73 A = -1.20%A = -0.90%LP EL: 890.46 HP EL: 891.73 LP: 5+38.26 EL: 896.23 LP: 5+38.26 A = -1.20%A = -1.20%A = -1.20%A = -1.20%A = -1.20%LP: 5+38.26HP EL: 891.73 EL: 896.23 EL: 897.23 HP: 2+53.54 EL: 897.23 EL: 897.23EL: 896.23LP: 5+38.26LP: 5+38.26 HP: 2+53.54 920920 VPI: 9+87 EL: 897.23EL: 897.23EL: 897.23HP: 2+53.54HP: 2+53.54HP: 2+53.54 HP: 2+53.54 VPI: 9+87 VPI: 11+87 VPI: 11+87 VPI: 11+87VPI: 9+87 HP EL: 897.08 HP EL: 897.08 HP EL: 897.08 HP: 11+78.71 HP: 11+78.71 HP: 11+78.71 930930 940940 Jeffery Ave. So. ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. AND 7791 JEFFERY AVE THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB IN BOULEVARD ALONG 7795 AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. REMOVE BITUMINOUS TRAIL WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 7827786379157959 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. 7813 7791 7795 OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 7787 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. NOTES: 77337737 7741 7781 7779 6543210 655542111 66622 62 622 622 3 7745 924192409243 7657 7796 7792 7729 7786 7780 9227 92259224 7725 7667 7776 7795 7789 9211 92079208 7768 7677 7783 7760 H:\COTT\N15105420\C3D\105420C609A.dwg 3/15/2013 6:47:23 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JEFFERY AVE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 31HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 26+0025+0024+0023+0022+0021+0020+0019+0018+0017+0016+0015+0014+0013+00 870 870 880 880 = 26+73.29 (JANERO AVE AND 79TH ST-C1) = 26+73.29 (JANERO AVE AND 79TH ST-C1)= 26+73.29 (JANERO AVE AND 79TH ST-C1)= 26+73.29 (JANERO AVE AND 79TH ST-C1) = 26+73.29 (JANERO AVE AND 79TH ST-C1) = 26+73.29 (JANERO AVE AND 79TH ST-C1) 15+13.37 (JEFFERY AVE-C1) EL: 894.95 15+13.37 (JEFFERY AVE-C1) EL: 894.95 15+13.37 (JEFFERY AVE-C1) EL: 894.95 15+13.37 (JEFFERY AVE-C1) EL: 894.95 15+13.37 (JEFFERY AVE-C1) EL: 894.95 15+13.37 (JEFFERY AVE-C1) EL: 894.95 890 890 = 8+18.92 (75TH ST-C1) = 8+18.92 (75TH ST-C1) = 8+18.92 (75TH ST-C1) = 8+18.92 (75TH ST-C1) 26+86.89 (JEFFERY AVE-C1) EL: 911.55 26+86.89 (JEFFERY AVE-C1) EL: 911.55 26+86.89 (JEFFERY AVE-C1) EL: 911.55 26+86.89 (JEFFERY AVE-C1) EL: 911.55 26+86.89 (JEFFERY AVE-C1) EL: 911.55 26+86.89 (JEFFERY AVE-C1) EL: 911.55 900 900 = 5+19.36 (JANERO AVE AND 79TH ST-C1) = 5+19.36 (JANERO AVE AND 79TH ST-C1)= 5+19.36 (JANERO AVE AND 79TH ST-C1)= 5+19.36 (JANERO AVE AND 79TH ST-C1) = 5+19.36 (JANERO AVE AND 79TH ST-C1) 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 24+34.95 (JEFFERY AVE-C1) EL: 914.64 910 910 L=100' L=100' L=100' K = 44.32 K = 44.32 K = 44.32 K = 44.32 A = 2.26% A = 2.26% A = 2.26% L=100' EL: 894.61 EL: 894.61 L=100'EL: 894.61 L=100' K = 51.48 K = 51.48VPI: 15+62 VPI: 15+62 K = 51.48K = 51.48VPI: 15+62 920 920 A = 1.94% LP EL: 894.85 A = 1.94% LP EL: 894.85 A = 1.94%LP EL: 894.85 EL: 901.23 LP: 15+42.96 EL: 901.23 LP: 15+42.96 EL: 901.23LP: 15+42.96 VPI: 19+87 VPI: 19+87 VPI: 19+87 930 930 L=100' L=100' K = 21.15 K = 21.15 K = 21.15K = 21.15 A = -4.73% A = -4.73% A = -4.73% EL: 915.23 EL: 915.23 EL: 915.23 VPI: 23+87 VPI: 23+87 VPI: 23+87 940 940 HP EL: 914.78 HP EL: 914.78 HP EL: 914.78 HP: 24+11.04 HP: 24+11.04 HP: 24+11.04 Jeffery Ave. So. 950 7537 7677 7650 7632 7562757275827592760276127622 ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. 7527 WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB7754 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER 9193 7717 STAKING OF THE NEW CONCRETE CURB AND GUTTER. OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 7746 7713 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. NOTES: 75557573759776077637766776917703 7517 9187 7740 >>>>>>>>>>> 7753 >>>>>>>>>>>>>>>>>>>>>>>>>> >>>>>>>>>>>>>>>>>>>>>>>>>> 242322212019 2424242424242323232322212120202020201919191919 242423232120 242424 lll 23 llll 2222 lll 21 ll 202020 ll 19 242424242421202020 2424212020202020 21 23222120 2322222222212119 7722 7747 7714 9140 7706 7702 75267550757275947604763676627684 7506 7741 7735 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé ÈÔ éèê÷÷è ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ÿ èô éèù ÿ èô 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NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JANERO AVE & INDIAN CT MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 38HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 1+000+006+005+004+003+002+001+000+00 890890 900900 = 0+00.00 (73RD ST-C2) = 0+00.00 (73RD ST-C2)= 0+00.00 (73RD ST-C2) = 0+00.00 (73RD ST-C2) 4+15.11 (JANERO AVE-C2) EL: 911.98 4+15.11 (JANERO AVE-C2) EL: 911.98 4+15.11 (JANERO AVE-C2) EL: 911.98 4+15.11 (JANERO AVE-C2) EL: 911.98 4+15.11 (JANERO AVE-C2) EL: 911.98 4+15.11 (JANERO AVE-C2) EL: 911.98 910910 920920 L=100' L=100' L=100' 930930 K = 39.90 K = 39.90 K = 39.90 A = 2.51% A = 2.51% A = 2.51% L=50' L=50' EL: 913.04L=50' EL: 913.04 EL: 913.04 K = 34.15 K = 34.15 VPI: 2+00K = 34.15 VPI: 2+00 VPI: 2+00 A = -1.46% A = -1.46% A = -1.46%A = -1.46% EL: 917.54 940940 EL: 917.54 EL: 917.54EL: 917.54EL: 917.54 EL: 917.54 VPI: 0+50 VPI: 0+50 VPI: 0+50 950950 960960 Indian Ct. So.Janero Ave. So. 9215 5SEE TYPICAL SECTION 3/SHEET ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC TYPICAL CONSTRUCTION -METHOD 3 WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. 9142 THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB 92 9136 SEE TYPICAL SECTION 2A & 2B/SHEET 5 AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. 9013 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT)9117 WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB TYPICAL CONSTRUCTION -METHOD 2 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. SEE TYPICAL SECTION 1/SHEET 5 OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR (RECLAIM & PAVE WITH 100% CURB REPLACEMENT)9126 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL TYPICAL CONSTRUCTION -METHOD 1 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. 7375 7337 NOTES: 9133 9116 9118 7319 9104 9115 9114 7291 2 10 TC: 919.66 9109 9183 7384 9112 9108 7332 7366 7316 7348 7300 9105 91107296 9167 7294 7290 72 9097 9149 9102 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé ÊØ éèê÷÷è ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ÿ ò÷îé÷î ûæ÷ù ÿ ò÷îé÷î ûæ÷ù êø éèù ÷ð êø éèù ÷ð ÿ òûî÷êí ûæ÷ù ÿ òûî÷êí ûæ÷ù ÿ òûî÷êí ûæ÷ù êø éèù êø éèù ÷ð êø éèù ÷ð ðÿ ðÿ ñ ÿ ñ ÿ û ÿ ðÿ ðÿ û ÿ ðÿ ðÿ ÷ð ñ ÿ ñ ÿ æìó û ÿ û ÿ æìó û ÿ ÷ð ÷ð æìó æìó æìó ôì ÷ð ôì ÷ð ôì ôì ÊØ éÈ éÍ ÷ð÷æûèóíîé úûé÷ø íî ÷äóéèóîõ ú èù ïóîçé èù ÷ð÷æûèóíîé éôíåî ûè ÷îø êûøóó ê÷ìê÷é÷îè ø÷éóõî ú èù åóðð ú÷ ôóõô÷ê èôûî èô÷ ÷äóéèóîõ ø èù ÷ð÷æûèóíîé èô÷ ø÷éóõî èíì íö ùçêú èù ÷ð÷æûèóíîé öíê èô÷ î÷å ùçêú ûîø õçèè÷ê öíê úíèô ôíêóâíîèûð ûîø æ÷êèóùûð ûðóõîï÷îèé åóðð ú÷ ÷éèûúðóéô÷ø úûé÷ø íî èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú éèûñóîõ íööé÷èé öíê èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê éèûñóîõ íö èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê íö èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú ûîø õçèè÷ê èí ûððíå öíê ìêíæóø÷ èô÷ ÷îõóî÷÷ê û ôíçê îíèóù÷ ìêóíê èí ê÷ïíæûð éèê÷÷è ìêíöóð÷é ê÷ìê÷é÷îè èô÷ ÷äóéèóîõ ù÷îè÷êðóî÷ õêûø÷é îíè÷é þþþþ þþþþþ ÐÐÐ ø÷èûóð éèê æûðð÷ã õçèè÷ê ì÷ê ùíîéèêçùè ùíîùê÷è÷ é÷÷ èãìóùûð é÷ùèóíî éô÷÷è ìûêèóûð ø÷ìèô ïóðð íæ÷êðûã åóèô éìíè ùçêú ê÷ìðûù÷ï÷îè èãìóùûð ùíîéèêçùèóíî ï÷èôíø ø÷èûóð éèê æûðð÷ã õçèè÷ê ì÷ê é÷÷ èãìóùûð é÷ùèóíî û ú éô÷÷è ùíîéèêçùè ùíîùê÷è÷ öçðð ø÷ìèô ìûæ÷ï÷îè ê÷ìðûù÷ï÷îè åóèô ùçêú ê÷ìðûù÷ï÷îè èãìóùûð ùíîéèêçùèóíî ï÷èôíø é÷÷ èãìóùûð é÷ùèóíî éô÷÷è ê÷ùðûóï ìûæ÷ åóèô ùçêú ê÷ìðûù÷ï÷îè èãìóùûð ùíîéèêçùèóíî ï÷èôíø ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé ò÷îé÷î ûæ÷ ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî æ÷êèôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ÿ êø éèù ÿ êø éèù ÿ êø éèù ÿ êø éèù ò÷îé÷î ûæ÷ù ÷ð ò÷îé÷î ûæ÷ù ÷ð ò÷îé÷î ûæ÷ù ÷ð ò÷îé÷î ûæ÷ù ÷ð ò÷îé÷î ûæ÷ù ÷ð ò÷îé÷î ûæ÷ù ÷ð ðÿ ðÿ ðÿ ðÿ ñ ÿ ñ ÿ ðÿ ñ ÿ ðÿ ñ ÿ ðÿ ñ ÿ û ÿ û ÿ ñ ÿ û ÿ ñ ÿ ñ ÿ û ÿ ÷ð ÷ð ÷ð û ÿ û ÿ ÷ð û ÿ ÷ð æìó ÷ð æìó æìó ÷ð æìó æìó æìó æìó æìó ÷ð æìó ðì ÷ð ðì ÷ð æìó æìó ðì ðì ôì ÷ð ôì ÷ð ôì ÷ð ôì ôì ò×ÎÉ×Î ûÆ× éÍ ÷ð÷æûèóíîé úûé÷ø íî ÷äóéèóîõ ú èù ïóîçé èù ÷ð÷æûèóíîé éôíåî ûè ÷îø êûøóó ê÷ìê÷é÷îè ø÷éóõî ú èù åóðð ú÷ ôóõô÷ê èôûî èô÷ ÷äóéèóîõ ø èù ÷ð÷æûèóíîé èô÷ ø÷éóõî èíì íö ùçêú èù ÷ð÷æûèóíîé öíê èô÷ î÷å ùçêú ûîø õçèè÷ê öíê úíèô ôíêóâíîèûð ûîø æ÷êèóùûð ûðóõîï÷îèé åóðð ú÷ ÷éèûúðóéô÷ø úûé÷ø íî èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú éèûñóîõ íööé÷èé öíê èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê éèûñóîõ íö èô÷ î÷å ùíîùê÷è÷ ùçêú ûîø õçèè÷ê íö èô÷ ÷äóéèóîõ ùíîùê÷è÷ ùçêú ûîø õçèè÷ê èí ûððíå öíê ìêíæóø÷ èô÷ ÷îõóî÷÷ê û ôíçê îíèóù÷ ìêóíê èí ê÷ïíæûð éèê÷÷è ìêíöóð÷é ê÷ìê÷é÷îè èô÷ ÷äóéèóîõ ù÷îè÷êðóî÷ õêûø÷é îíè÷é þþþþþþþþþþþþþþþþþþþ þ þþþþþþþþþþþþþþþþ ÐÐÐÐÐÐÐÐÐÐ ò×ÎÉ×Î ûÆ× éÍ H:\COTT\N15105420\C3D\105420C619A.dwg 3/15/2013 6:56:29 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JOCELYN AVE & JOLIET AVE MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE 2013 PAVEMENT MANAGEMENT PROJECT 41HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 19+0018+0017+0022+0021+0020+0019+0018+0017+0016+0015+0014+0013+0012+0011+0010+00 880 880 890 890 = 22+22.21 (JOCELYN AVE-C2) = 22+22.21 (JOCELYN AVE-C2)= 22+22.21 (JOCELYN AVE-C2)= 22+22.21 (JOCELYN AVE-C2)= 22+22.21 (JOCELYN AVE-C2)= 22+22.21 (JOCELYN AVE-C2)= 22+22.21 (JOCELYN AVE-C2) = 17+38.18 (JOLIET AVE-C2) = 17+38.18 (JOLIET AVE-C2)= 17+38.18 (JOLIET AVE-C2) = 22+22.21 (JOCELYN AVE-C2)= 17+38.18 (JOLIET AVE-C2) 17+38.18 (JOLIET AVE-C2) EL: 909.16= 17+38.18 (JOLIET AVE-C2) 17+38.18 (JOLIET AVE-C2) EL: 909.16 17+38.18 (JOLIET AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 17+38.18 (JOLIET AVE-C2) EL: 909.16 17+38.18 (JOLIET AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 22+22.21 (JOCELYN AVE-C2) EL: 909.16 900 900 910910 920920 L=100' L=100' L=100' L=100' L=100'L=100'L=100' K = 98.88 L=100' K = 98.88 L=100'K = 98.88L=100' K = 98.71 L=100'K = 98.71K = 98.71K = 98.71K = 98.71K = 98.71K = 98.71K = 98.71 K = 100.00A = 1.01% K = 100.00A = 1.01% K = 100.00A = 1.01%K = 98.71 A = -1.01% K = 100.00K = 100.00K = 100.00K = 100.00K = 100.00K = 100.00A = 1.01%A = 1.01%A = 1.01%A = -1.01%A = -1.01%A = -1.01%A = -1.01%A = -1.01%A = -1.01%A = -1.01%A = -1.01% A = 1.00%EL: 907.00 A = 1.00%EL: 907.00 A = 1.00%EL: 907.00A = -1.01%A = -1.01% 930930 EL: 908.50 A = 1.00%A = 1.00%A = 1.00%EL: 907.00EL: 907.00EL: 907.00 EL: 908.50 EL: 909.03VPI: 18+00.55 EL: 909.03VPI: 18+00.55 EL: 909.03VPI: 18+00.55EL: 908.50 VPI: 15+00 VPI: 15+00 LP EL: 907.13 VPI: 17+38.17 LP EL: 907.13 VPI: 17+38.17 VPI: 17+38.17LP EL: 907.13VPI: 15+00 VPI: 15+00 HP EL: 908.37 HP EL: 908.37 VPI: 17+38.17VPI: 17+38.17VPI: 17+38.17VPI: 17+38.17VPI: 17+38.17VPI: 17+38.17VPI: 17+38.17HP EL: 908.37 LP: 17+99.90 LP EL: 909.16 LP: 17+99.90 LP EL: 909.16 LP EL: 909.16LP: 17+99.90 HP: 15+00.73 HP: 15+00.73 HP: 15+00.73HP: 15+00.73 LP: 17+38.17 LP: 17+38.17 LP: 17+38.17HP: 15+00.73HP: 15+00.73HP: 15+00.73HP: 15+00.73HP: 15+00.73HP: 15+00.73HP: 15+00.73 940940 950950 Jocelyn Ave. So. Jocelyn Ave. So.Jocelyn Ave. So.Jocelyn Ave. So. ELEVATIONS BASED ON EXISTING B618 TC MINUS 1". 7015 9598 4.TC ELEVATIONS SHOWN AT END RADII REPRESENT DESIGN B418 TC 7231 9559 WILL BE 1" HIGHER THAN THE EXISTING D412 TC ELEVATIONS. THE DESIGN TOP OF CURB (TC) ELEVATIONS FOR THE NEW CURB AND GUTTER FOR BOTH HORIZONTAL AND VERTICAL ALIGNMENTS. 7051 7051 WILL BE ESTABLISHED BASED ON THE EXISTING CONCRETE CURB 7007 3.STAKING (OFFSETS) FOR THE NEW CONCRETE CURB AND GUTTER STAKING OF THE NEW CONCRETE CURB AND GUTTER. OF THE EXISTING CONCRETE CURB AND GUTTER, TO ALLOW FOR 9576 2.PROVIDE THE ENGINEER A 96-HOUR NOTICE PRIOR TO REMOVAL 7111 7219 7003 1.STREET PROFILES REPRESENT THE EXISTING CENTERLINE GRADES. NOTES: 7203 ENGINEER IN FIELD (TYP.) 7001 CURB TO GARAGE LOCATION DIRECTED BY CONCRETE DRIVEWAY FROM 7043 PLANT 3" CAL. B&B TREE AT REMOVE AND REPLACE 7005 71257191 7179 7009 7163 7037 CURB TO GARAGE (TYP.) BITUMINOUS DRIVEWAY FROM 507 REMOVE AND REPLACE 7019 7002 7141 7023 9524 7033 7008 7188 SEE TYPICAL SECTION 3/SHEET 5 9512 7010 7130 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 3 7016 SEE TYPICAL SECTION 2A & 2B/SHEET 5 7122 7180 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 7020 9504 7024 SEE TYPICAL SECTION 1/SHEET 5 7032 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 7138 7028 TYPICAL CONSTRUCTION -METHOD 1 7174 7114 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé òûî÷êí ûæ÷ ÉÈ éèê÷÷è ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ÉÈ éÈ éÍ òÛÎ×ÊÍ ûÆ× éÍ H:\COTT\N15105420\C3D\105420C621A.dwg 3/15/2013 7:00:24 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - JENNER LANE, CIR, BAY, & ALC MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 43HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED Jenner Alc./Jenner Bay/Jenner Cir. 7254 7246 7050 7093 7004 7172 7048 9366 9352 7188 9360 7242 7062 7073 7016 7144 7046 7236 7192 7070 7056 7020 7061 7042 7126 7230 7202 7040 7039 7078 7038 7024 7100 7224 7210 7086 7034 7030 7098 7218 7013 7012 Jenner Ln. So. 9362 7222 7214 7232 7290 7238 7250 7176 7159 SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) 7256 TYPICAL CONSTRUCTION -METHOD 3 7206 7280 SEE TYPICAL SECTION 2A & 2B/SHEET 5 7266 7168 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 9367 7274 SEE TYPICAL SECTION 1/SHEET 5 7143 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 7264 93497135 7141 7147 7158 7157 7117 7109 7165 7260 7173 7181 7254 7004 7050 9366 9360 9352 7048 7246 7172 7016 7188 ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è óïìêíæ÷ï÷îèé ò÷îé÷î ûæ÷ ò÷å÷ð ûæ÷ ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ 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ø÷öð÷ùèíê ìðûè÷ ìðûî ìêíìíé÷ø ùçêú ùçêú úíä ô÷óõôè íö èô÷íæ÷êöðíå óé ìðûî ÷äóéèóîõ ùçêú ÈÍÌ ÉÐÛÚ ÍÊ ÙÍÎ× É×ÙÈÓÍÎ ïÛÎÔÍÐ× ÉÈÊÇÙÈÇÊ× ÅÓÈÔ ÐÚ úç ù úÐÛÙÑ ú×ÎÙÔ ÅÓÈÔ ÚÛÙÑ å×ÓÕÔÈùÍÐÍÊïÍØ×Ð ø×ÉÙÊÓÌÈÓÍÎ ÉÃÉÈ×Ï ÛÉ ÉÌ×ÙÓÖÓ×Ø ÅÊÛÌÌ×Ø ÛÊÍÇÎØ ÈÔ× ×ÎÈÓÊ× ÖÓÐÈ×Ê ÖÛÚÊÓÙ ÈÔ×Î ÉÔÛÐÐ Ú× ùðûéé ûõõê÷õûè÷ úûé÷ ùêçéô÷ø ÛÌÌÊÍÆ×Ø É×ÛÐÛÎÈ åÍÆ×Î ÙÛÉÈÓÎÕÛÎØ ×ÛÙÔ ÍÈÔ×Ê Úà ÚÍÎØ×Ø ÈÍ ÈÔ× ÉÈÊÇÙÈÇÊ× ùíîùê÷è÷ ïóä îí ã û ïÓÎ ÍÖ ÏÛÄ ÍÖ ôøì÷ ÛØÒÇÉÈÏ×ÎÈ ÊÓÎÕÉ ìì ôÓÕÔ ø×ÎÉÓÈà ìÍÐÃ×ÈÔÃÐ×Î× éèíêï é÷å÷ê ÉÈÛÏÌ×Ø éûîóèûêã é÷å÷ê ÍÊ ÅÓÈÔ ÙÍÎÙ×ÛÐ×Ø ÌÓÙÑ ÔÍÐ×É ÛÎØ ÛÎØ ÙÍÆ×Ê éÔÛÐÐ Ú× ÖÇÊÎÓÉÔ×Ø åÍÆ×Î öÓÐÈ×Ê öÛÚÊÓÙ î××ÎÛÔ ê ú ÏÛÎÔÍÐ× ÖÊÛÏ× ÈÍÌ ÉÐÛÚ ÍÊ Ä ÚÍÄ ùÛÈÙÔ ÚÛÉÓÎ ÉÈÊÇÙÈÇÊ× ÅÓÈÔ ÉÌ×ÙÓÖÓ×Ø ÛÊÍÇÎØ ×ÎÈÓÊ× ÉÃÉÈ×Ï ÛÉ ÖÛÚÊÓÙ ÈÔ×Î ÉÔÛÐÐ Ú× ÅÊÛÌÌ×Ø åûè÷ê ÉÐÛÚ ÛÎØ ÖÓÊÉÈ ÊÓÎÕ åÍÆ×Î ÖÓÐÈ×Ê ÏÓÎ ÏÍÊÈÛÊ Ú×ÈÅ××Î ÈÍÌ ÏÓÎ ÍÖ ÏÛÄ ÍÖ ÅÓÈÔ Û ôøì÷ ÛØÒÇÉÈÏ×ÎÈ ÊÓÎÕÉ ôÓÕÔ ø×ÎÉÓÈà ìÍÐÃ×ÈÔÃÐ×Î× ÏÛÄÓÏÇÏ ÍÌ×ÎÓÎÕ ÛÎØ ØÓÛ ÖÊÍÎÈ ÖÛÙ× ÛÎØ ÖÇÊÎÓÉÔ×Ø ÅÓÈÔ ÙÇÊÚ ÓÎÐ×È ÚÍÄ ÖÊÛÏ× ÛÎØ ÕÊÛÈ× éÔÛÐÐ Ú× î××ÎÛÔ ê æú ÙÛÈÙÔ ÚÛÉÓÎ ôàùíèèàî àù øà ù ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèûîøûêø ø÷èûóðé ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø û ú îí ìûêñóîõ éóõîö÷÷ø ìíóîè ùûúóî÷è H:\COTT\N15105420\C3D\105420C901A.dwg 3/15/2013 7:23:29 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c SIGNING AND PAVEMENT MARKINGS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 52HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB200 1000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED SECTION ON SHEET 5. 1.LANE DIMENSIONS DEPICTED ON THE TYPICAL Dt - DOTTED Y - YELLOW NOTES: D - DOUBLE W - WHITE EXISTING TO REMAIN.4 B - BROKEN C = COLOR EXISTING SIGN TO REMOVE.3 S - SOLID NEW SIGN TO INSTALL.2 B = PATTERN EXISTING SIGN, REMOVE & REPLACE SIGN PANEL.1 ABC EPOXY KEY NOTES: A = WIDTH (INCHES) STRIPING LEGEND: 1 1 2 13 2 2 1 1 3 3 1 2 4SW 1 4SW 1 4 1 1 4SW 2 4SW 1 2 JEFFERY AVE. SO. JEFFERY AVE. SO.JEFFERY AVE. SO.JEFFERY AVE. SO.4DY 4 75TH ST. SO. 75TH ST. SO.75TH ST. SO.75TH ST. SO. 4SW JANERO AVE. SO. / JENSEN AVE. SO. JANERO AVE. SO. / JENSEN AVE. SO.1 3 2 JEFFERY AVE. SO. JEFFERY AVE. SO. 1 4 1 2 4DY 2 1 3 2 2 1 3 1 1 21 4 3 1 13 1 1 2 JEFFERY AVE. SO. 1 JEFFERY AVE. SO. JEFFERY AVE. SO. 79TH ST. SO. 1 1 79TH ST. SO. 80TH ST. SO. JENSEN AVE. SO. JENSEN AVE. SO. 4 JEFFERY AVE. SO. 4 JEFFERY AVE. SO. 1 1 4 11 JASMINE AVE. SO. 4SW JASMINE AVE. SO. 12SW JASMINE AVE. SO. 1 78TH ST. SO. 78TH ST. SO. 3 4 1 1 2 1 4DY 2 4DY 1 3 1 4SW 1 1 3 1 3 1 1 1 3 JANERO AVE. SO. 1 JANERO AVE. SO. JASMINE AVE. SO. JASMINE AVE. SO. 1 4 Jasmine Ave. So. 3 3 1 4SW 78TH ST. SO. 78TH ST. SO. 78TH ST. SO. 1 4 JASMINE AVE. SO. JASMINE AVE. SO. JASMINE AVE. SO. JASMINE AVE. SO. 4DY JASMINE AVE. SO. JASMINE AVE. SO. 4 4 4 4 JANERO AVE. SO. JANERO AVE. SO. JANERO CT. SO. JANERO CT. SO.79TH ST. SO. 1 4 JANERO AVE. SO. 4 4SW 1 2 4DY JANERO AVE. SO. JANERO AVE. SO. 1 1 78TH ST. SO. 1 4SW 4 4 24SW 1 1 JAMAICA AVE. SO. 12SW H:\COTT\N15105420\C3D\105420C902A.dwg 3/15/2013 7:29:52 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c SIGNING AND PAVEMENT MARKINGS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 53HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB200 1000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED SECTION ON SHEET 5. 1.LANE DIMENSIONS DEPICTED ON THE TYPICAL Dt - DOTTED Y - YELLOW NOTES: D - DOUBLE W - WHITE EXISTING TO REMAIN.4 B - BROKEN C = COLOR EXISTING SIGN TO REMOVE.3 S - SOLID NEW SIGN TO INSTALL.2 B = PATTERN EXISTING SIGN, REMOVE & REPLACE SIGN PANEL.1 ABC EPOXY KEY NOTES: A = WIDTH (INCHES) STRIPING LEGEND: H:\COTT\N15105420\C3D\105420C903A.dwg 3/15/2013 7:39:39 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c SIGNING AND PAVEMENT MARKINGS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 54HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB200 1000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED SECTION ON SHEET 5. 1.LANE DIMENSIONS DEPICTED ON THE TYPICAL Dt - DOTTED Y - YELLOW NOTES: D - DOUBLE W - WHITE EXISTING TO REMAIN.4 B - BROKEN C = COLOR EXISTING SIGN TO REMOVE.3 S - SOLID NEW SIGN TO INSTALL.2 B = PATTERN EXISTING SIGN, REMOVE & REPLACE SIGN PANEL.1 ABC EPOXY KEY NOTES: A = WIDTH (INCHES) STRIPING LEGEND: ôàùíèèàî àù øà ÷ ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è ðóõôèóîõ øóéèêóùè ù ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø ùíîî÷ùèóíî öêíï éèê÷÷è ðóõôè èí î÷å åóê÷ ûîø ùíîøçóè óîéèûðð ôûîøôíð÷ ûøòûù÷îè èí ÷ûùô ÷äóéèóîõ ðóõôè ìíð÷ èí ïûñ÷ ú÷ôóîø èô÷ úûùñ íö ùçêú èí ù÷îè÷ê íö öíçîøûèóíî ÷äóéèóîõ ðóõôèóîõ çîóèé èí ê÷ïûóî ðóõôèóîõ çîóèé ûê÷ èãìóùûððã é÷è ûðð ùíîøçùèíêé éôûðð ú÷ ùíìì÷ê õîø çîð÷éé íèô÷êåóé÷ îíè÷ø íî èôóé ìðûî éô÷÷è éôûðð ú÷ îïù éùô÷øçð÷ çîð÷éé íèô÷êåóé÷ îíè÷ø øóê÷ùèúçêã éèê÷÷è ðóõôè åóê÷ åóèô î÷å åóê÷ ûîø ùíîøçóè ûðð ùíîøçóè óî ûê÷ûé íö öçðð ùçêú ê÷ìðûù÷ï÷îè ê÷ïíæ÷ ûîø ê÷ìðûù÷ ÷äóéèóîõ ðóõôèóîõ îíè÷é ò×ÖÖ×Êà ûÆ× éÍ èãì õîø îïù öíê ø÷èûóðé é÷÷ éèûè÷ ûóø ìðûîé ö÷÷ø ìíóîè èãì ê÷ìðûù÷ ö÷÷ø ìíóîè òÛÎ×ÊÍ ûÆ× éÍ èãì èí ê÷ïûóî èãìê÷ìðûù÷ ö÷÷ø ìíóîè ÷äóéèóîõ ðóõôè ôàùíèèàî àù øà ÷ ûØÅÕ ìï øûè÷ðóù îí ïòú úûäè÷ê ïî êíùô÷éè÷ê ïî ûï÷é óû éì÷îù÷ê óû úÍÐÈÍÎ ï×ÎÑ óÎÙ ûÐÐ êÓÕÔÈÉ ê×É×ÊÆ×Ø Ù éèê÷÷è ðóõôèóîõ øóéèêóùè ù ïóùôû÷ð ò úí÷ä åóððïûê ïî ùôûéñû ïî êûïé÷ã ïî ïûìð÷åííø ïî ùô÷ùñ÷ø íö ïûîñûèí ïî öûóêïíîè ïî éð÷÷ìã ÷ã÷ ïî úçêîéæóðð÷ ïî ïêåö÷÷èéùûð÷ ìûæ÷ï÷îè ïûîûõ÷ï÷îè ìêíò÷ùè øêûåî ôíêâ ìêíö÷ééóíîûð ÷îõóî÷÷ê çîø÷ê èô÷ ðûåé íö èô÷ éèûè÷ íö ïóîî÷éíèû ïòú ùóèã íö ùíèèûõ÷ õêíæ÷ ïóîî÷éíèû úã ï÷ íê çîø÷ê ïã øóê÷ùè éçì÷êæóéóíî ûîø èôûè ó ûï û øçðã ðóù÷îé÷ø éô÷÷è øûè÷úãê÷æ ó ô÷ê÷úã ù÷êèóöã èôûè èôóé ìðûî éì÷ùóöóùûèóíî íê ê÷ìíêè åûé ìê÷ìûê÷ø ø÷éóõî÷ø H:\COTT\N15105420\C3D\105420E103A.dwg 3/15/2013 8:08:57 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 58 Bolton & Menk, Inc. 2013, All Rights Reserved c ELECTRICAL - KINGSTON PARK MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW 2013 PAVEMENT MANAGEMENT PROJECT 57HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED íñïîñîðïí íæëèæîç ÐÓ ÍæÄݱ¬¬¿¹» Ù®±ª»Äݱ¬¬¿¹» Ù®±ª» ïíóðïļ©¹ÄÍïò¼©¹ EEL ÞßÈÌÛÎô ÓÒ ÎÑÝØÛÍÌÛÎô ÓÒ ßÓÛÍô ×ß ÍÐÛÒÝÛÎô ×ß ô ß´´ η¹¸¬ λ»®ª»¼îðïí Þ±´¬±² ú Ó»²µô ײ½ò ½ É×ÔÔÓßÎô ÓÒ ÝØßÍÕßô ÓÒ ÎßÓÍÛÇô ÓÒ ÓßÐÔÛÉÑÑÜô ÓÒ ÝØÛÝÕÛÜ ÑÚÓßÒÕßÌÑô ÓÒ Úß×ÎÓÑÒÌô ÓÒ ÍÔÛÛÐÇ ÛÇÛô ÓÒ ÞËÎÒÍÊ×ÔÔÛô ÓÒ JTM 2013 PAVEMENT MANAGEMENT PROJECT ÜÎßÉÒ S1 ÐÎÑÚÛÍÍ×ÑÒßÔ ÛÒÙ×ÒÛÛÎ ËÒÜÛÎ ÌØÛ ÔßÉÍ ÑÚ ÌØÛ ÍÌßÌÛ ÑÚ Ó×ÒÒÛÍÑÌßò EEL CITY OF COTTAGE GROVE, MINNESOTA ÞÇ ÓÛ ÑÎ ËÒÜÛÎ ÓÇ Ü×ÎÛÝÌ ÍËÐÛÎÊ×Í×ÑÒ ßÒÜ ÌØßÌ × ßÓ ß ÜËÔÇ Ô×ÝÛÒÍÛÜ ÍØÛÛÌ ÜßÌÛÞÇÎÛÊò × ØÛÎÛÞÇ ÝÛÎÌ×ÚÇ ÌØßÌ ÌØ×Í ÐÔßÒô ÍÐÛÝ×Ú×ÝßÌ×ÑÒô ÑÎ ÎÛÐÑÎÌ ÉßÍ ÐÎÛÐßÎÛÜ ÜÛÍ×ÙÒÛÜ SLAB CONSTRUCTION JOINT SLAB CONTROL JOINT SCALE THE FOOTINGS. FOUNDATION STRUCTURAL ENGINEER OF RECORD HAS REVIEWED THE GAZEBO LOADS TO CIP CONSTR. JOINT W/ WATERSTOP 6"12"0 S1 DO NOT PLACE FOOTINGS UNTIL GAZEBO DIMENSIONS HAVE BEEN VERIFIED AND THE2. SLAB CONTROL JOINTS ENGINEER LICENSED IN THE STATE OF MINNESOTA. D GENERAL FILL REQUIREMENTS OF THE IBC AND MSBC. GAZEBO PLAN DRAWINGS SHALL BE SIGNED BY AN STRUCTURAL FILL/BACKFILL GAZEBO STRUCTURE SHALL BE A PRE-ENGINEERED STRUCTURE DESIGNED TO MEET ALL1. GAZEBO CONSTRUCTION NOTES CAST-IN-PLACE CONCRETE TOOL AND CAULK CONTROL JOINTS IN ALL SLABS AT 15 FEET MAXIMUM SPACING.3. KEYNOTES PROVIDE 5" THICK CONCRETE SLAB ON GROUND WITH #4 @ 16" O.C., E.W., UNLESS NOTED2. REFER TO GRADING PLANS AND ELEVATIONS.1. ÔÛÙÛÒÜæ SLAB CONSTRUCTION NOTES: VERIFY DIMENSIONS, AND FOUNDATION CONFIGURATION WITH SHELTER MANUFACTURER3. COMPACT SURFACE OF FOUNDATION SOILS PRIOR TO PLACING CONCRETE2. SCALE TOP OF FOOTING SHALL BE 4'-6" BELOW GRADE1. FOUNDATION NOTES: 6"12"0 S1 SCALE BASE PLATE DETAIL PROVIDE STANDARD CONCRETE DETAILS SHOWN ON THE DRAWINGS UNLESS NOTED.E. C BEVEL ALL EXPOSED CORNERS OF CONCRETE 3/4" X 3/4"D. S1 4'2'0 SPECIFICALLY SHOWN ON THE DRAWINGS OF AS APPROVED BY THE ENGINEER PLAN A CONCRETE SHALL BE PLACED WITHOUT CONSTRUCTION JOINTS EXCEPT WHEREC. ALL OTHER CONCRETE 2" CONCRETE CAST AGAINST EARTH 3" REINFORCING BARS SHALL HAVE THE FOLLOWING CONC. COVER UNLESS NOTED.B. 20'-0" IN. OF CONCRETE IS CAST IN THE MEMBER BELO THE SPLICE *TOP BAR LAP SPLICES ARE HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 14 IN70 IN54 IN#7 S1 12 IN48 IN37 IN#6 D 10 IN40 IN31 IN#5 8 IN32 IN25 IN#4 6 IN24 IN19 IN#3 BAR*LAP TOPBAR HOOK BAR SIZE END REINF. SLAB, WALL, COLUMN A. JOINT CONCRETE2. EXPANSION CONSTRUCTION OPERATION TO PROTECT PERSONNEL AND ADJACENT PROPERTY FROM INJURY OR DAMAGE DURING CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL TEMPORARY SHEETING AND NECESSARYA. EXCAVATION1. CONSTRUCTION NOTES: MNDOT 3149 B2 WITH 8% MAX P200SELECT GRANULAR BORROW (MODIFIED)3. ASTM A6515, GRADE 60REINFORCEMENT BARS2. 4,000 PSI AT 28 DAYSCONCRETE1. SCALE MATERIALS: S1 4'2'0 SPREAD FOOTING DETAIL B 40 PCF/FT.SOIL - ACTIVE NASOIL - AT REST (BELOW WATER TABLE) 60 PCF/FT.SOIL - AT REST (ABOVE WATER TABLE) 120 PCFSOIL UNIT WEIGHT, DRY 3.0Kp 0.33Ka 0.5Ko 30 DEGREESBACKFILL FRICTION ANGLE3'-0" NA100-YR. FLOOD ELEVATION NADESIGN WATER TABLE ÔßÌÛÎßÔ ÔÑßÜÍ øÛ÷ NOT APPLICABLE ÚÔË×Ü øÚ÷ S1 NOT APPLICABLE B ÛßÎÌØÏËßÕÛ øÛÏ÷ 2006 IBC, EXPOSURE C, 90 MPHWIND É×ÒÜ ÔÑßÜ øÉ÷ 42 PSF + DRIFTROOF 50 PSFPg ÍÒÑÉ ÔÑßÜÍ øÍ÷ 120 PCFSOIL S1 5" 2'-0"1'-6"17'-0"1'-6"2'-0" 150 PCFCONCRETE C 1'-6" MATERIALS ÜÛßÜ ÔÑßÜÍ øÜ÷ DESIGN LOADS: 24'-0" 5-0010-12. 18A.PS. MA187:27:1320/15/3gwd0G001.42051\3DC\20541015N\TOT\C:H IACER, ENPSN M, RETSEHCOR JBM EETFLEACS 25 dervsees RthigRll A, 2013. cnIk, neM& n olto B c E SHEETITLT AIS,EAMMN ,RETBAXMN ,DOOWELPMAMN ,YSERAMMN ,AASKCH DECKECH ERT.V OF MN,ELLISVRNBUMN ,RALMLIWMN ,EEYYPELESMN ,NTORMAIFMN ,OTAKNMA RWM 20 100 EMENTSTREET IMPROVD SANYTILITUDRAVELUOBNAIDNI 1 RAWND SOTANNEI, MVEGROAGETY OF COTCIT EETFLEACS RWM HEETS TEADBYV.ER Z.ROH EDGNISED 001500 INGDNUF A."ATY DTILE UTICAFRUBSUG SINTSXIEOFNIOTCPID DEANNIOTCOLLEC :ERENGIENDIE ATAST DTE AIOR STAFDOVERPPA ESLACN SLAP ROTEMICTRISTD ETHORS FNEILDEIUGRDDAANTSTLED "TIN, E028-E 3CASS OF CI/NEILDEIUG DATE HETOTORDINGCACINEDRMETDEASWLVEELYTILAQUYTILIUTSIHTC.LVEEL NOINGTASHWNTYCOU YITUALY QITILTS UILANS PHIN TN IIORMATOFY INITILTE UURFACSBSUHET CYPOLI/ESLURDI-ATETASWITHECNAILPOMC NOTIACOT LECJOPR 002.54-051-46 EER:NGIENDIE ATAT STICTRDIS D FORWEEIEVR 166 OR2-1-25, 1-800LLAE CE ONR STATOPHEG DATE FYTION.WALTETAS D BYREIEQUAS RNORUCTITSCONNGICMENMOCOTORRINS PIOOCATT LCXAE VERIFYDLIEL FLHASORTCRATE CONTH.ERNWTY OILHE UTIBY TDDEIVROP VALS:ORID APPAETATS NEEBSAN HLAPSIN THWN OHOTION SMAORINFITY TILUTING SIX: ETEONEETFLEACS Z.ROH 01000050 APMEXNDI 0'.2:ECTJBF OOTHGEIH 5'.3F EYE:OTHGEIH SSDON:EDBAS DVEOAPPR EERNGIY ENTICVEROGGETAOTC: 30 MPHED:N SPEGESID 2NG LANES:ARKIPFR OEBUMN DATE 2ANES:IC LFFARTFR OEBUMN N10 TOADOIGN LESD 03,75:33)20(DTAJ.ROP ERUMBNSEENLIC DATE 02,50:2013)(DTA.SREP 64457312003/20/ 70UE:LAR V OEX. BJELHAMIC 00660,08:1N DRAVELUIAN BOIND 001125--801.P.A.SNIOTAGNISDEN IGSED OTA.ESNNIMFOTETASHETOFSAWLHETERDNU EERNGIENALNOISSEFPROEDSNCEILYLUDI AM A THATDNON AISVIPERUSCTREDIYMERDNU OREMBYEDARREPAS PRT WOPR RE, ONOIATCIFIAN, SPECLPHISTATTHYFIRTCEYEBERI H ES:URATNGSINCYEGLOCAL A 836.+6: 57ATS 0015-120-18..P.ASND E NMY,TNOUCONGTNIHSWA 95+12.0:ATS EGE GROVTACOTOFYCIT 0015-120-18..P.ASIN GEB EHTFOPAM EETSSH25AINSONTS CLANF PT OSEHIST TINGHGIT LTREES25 ESILMFEETTHGENET LN 885753. 09.1 PLANMARKINGTENEMAVPNDNG AIGNIS4223- ESILMFEETTHNGE-LNSOPTIEXCE /AN/AN SETAILDARD DTANS2221- ESILMFEETTHG-LENDGESIBR /AN/AN DRAVELUOBNIANDINS - IOCTS SESOCR0211- ESILMFEETHTGNESS LORG 09.1885753. DAREVULON BIANDI-TSENVEMPROIMTTREES10-8 38.6+675ATS12.95 TO D 0+EVARULBON INDIA EMENTSVORMPER IEWSMTORS7 ANPLLOCONTRONIROSE6 SNIOTECSLAICPTY5 ANION PLLOCAT4 NSIOATULAND TABTIESANTIUD QMATEMENT OF ESTITATES3 91TYUNCOTOEUNEJAMAICA AVROMFARDEVULON BIANDIONEDATOCL ENDLEG2 EETE SHITLT1 TIONRIPCESDO.NHEETS D LIGHTING, ANINATER M, WAEWERM STORSALK, IDEWS NDEXI TECRECONR, TEUT& GRB E CUETCRONCG, INAVPUS NOMITUBI, SEAE BATEGGRAG, NGDIRAGAN FORN PLCTIORUSTCON TAGE GROVEOF COTITYN, CTOHINGWASY OF OUNTHE CT TS"AYOULONEOL ZRONTCRYRAOPEMT 0-125-00118P. A.S. RFOALUAND MLEI"FGNIDUCLN, ICDTUMMETHORM TONFOL CLHAES SCIEVOL DRONTCFFIC RAL TLA SEMENTROVIMPEETTRY AND STILITD UVARULEN BOINDIA .NGOVERLLHAS"NOIRUCTONSTCAYHWGIHORF SNOITACIFICEPSRDDAANTS"ONTITAORPSANTRFOTNEMRTAPDEAOTESNNIMETHFOONTIDIE5002ETH ONPORTATIRANST OF TTA DEPARTMENMINNESO NSATIOFICECIPSG NINREVOG S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420G002.dwg 3/15/2013 5:50:29 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c LEGEND MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 2HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED WETLAND - DELINEATEDSATELLITE DISHELECTRIC PEDESTAL E WETLAND / MARSHSANITARY MANHOLEELECTRIC METER S WATER VALVEPARKING METERELECTRIC MANHOLE E INDEX CONTOURSWATER SPIGOTPOST INDICATOR VALVEDOWN SPOUT INTERMEDIATE CONTOURSCURB & GUTTERWATER METERGAS PUMPDRINKING FOUNTAIN WW W STREET LIGHTCONCRETE EDGEWATER MANHOLEPARK GRILLDITCH TOP W SIGNWELLORDER MICROPHONECURB STOP VALVE BITUMINOUS EDGE VALVEBUSHMONITORING WELLCOMMUNICATION PEDESTAL GRAVEL EDGE HYDRANTROAD RIGHT-OF-WAY LINESTUMPLIFT STATION MANHOLECLEAN OUT L L WATER MAIN SERVICEPROPERTY / LOT LINECONIFEROUS TREEMANHOLECONTROL POINT U lllllll lll WATER MAINDECIDUOUS TREEPOSTCLOTHES LINE POLE CENTERLINE SANITARY MANHOLEFENCE LINEVENT PIPEMETERCATCH BASIN V V SANITARY SEWER SERVICEEASEMENT LINEVACUUMMAILBOXBRACE POLE >>>>>>> >>> SANITARY SEWERSECTION LINEUTILITY POLELIGHT POLEBENCH >>>> STORM SEWERQUARTER LINETRANSMISSION TOWERLIGHT DECORATIVEBIRD FEEDER FLARED END SECTIONTRAFFIC SIGNIRRIGATION CONTROL VALVEBASKETBALL HOOP SIXTEENTH LINE STORM SEWER CATCH BASIN/CATCH BASIN MANHOLEINDEX CONTOURSTRAFFIC ARM BARRIERHYDRANTAPRON STORM SEWER MANHOLEINTERMEDIATE CONTOURSTILE RISERHAND HOLEAIR PUMP EROSION PROTECTION AT INLETTILE INLETHANDICAPPED PARKINGANCHOR SANITARY FORCEMAIN FMFMFM SILT FENCE-MACHINE SLICEDPUBLIC TELEPHONEACCESS GRATEAIR CONDITIONER SANITARY SEWER MSMSMS >>> GRAVEL EDGESTORM SEWERTELEPHONE MANHOLEGAS METERANTENNA T >>>>>> CONCRETE EDGEWATER SYSTEMSTORM MANHOLEGAS VALVEAUTO SPRINKLER llll D BITUMINOUS EDGESPRINKLER HEADGAS REGULATORBENCH MARK OVERHEAD UTILITY LINE OHCOHC CURB & GUTTERUNDERGROUND COMMUNICATIONS LINESIRENGAS MANHOLEPOST SET C-CC-CC-C G CONSTRUCTION LIMITSFIBER OPTIC LINESOIL BORINGFILL PIPESTONE MONUMENT FOUND FO-CFO-C FP TEMPORARY EASEMENTGAS LINESIGNAL POLE - RRFLAG POLECAST IRON MONUMENT FOUND G-CG-CG-C RIGHT-OF-WAY LINEUNDERGROUND ELECTRIC LINESIGNAL BOXEXHAUST VENTMONUMENT FOUND E-CE-CE-C EV ALIGNMENT/CENTERLINESEMAPHORE TRAFFIC LIGHTELECTRIC TRANSFORMERIRON PIPE MONUMENT SET OVERHEAD ELECTRIC LINE OHPOHP PROPOSEDEXISTING S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420G003.dwg 3/15/2013 5:50:46 AM DATELIC. NO. MJB03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STATEMENT OF ESTIMATED QUANTITIES MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 3HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED TOPSOIL / COMPOST MIX6 FOR TEMPORARY STABILIZATION AS DIRECTED BY ENGINEER5 4 FOR PATCHING STREET CRACK REPAIR AREAS BETWEEN CURB AND GUTTER AND PAVEMENT3 POTHOLE EXISTING UTILITY2 SPOT REPAIRS1 SEQ NOTES: -2840-2840TON2360.501TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL3 450450TON2360.501TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)2 18001800TON2356.609ULTRA THIN BONDED WEAR COURSE1 BID ALTERNATE 9595LIN FT2582.50224" SOLID LINE WHITE - POLY PREFORM68 900900LIN FT2582.50212" SOLID LINE WHITE - POLY PREFORM67 1001010010LIN FT2582.5024" SOLID LINE WHITE - EPOXY66 47104710LIN FT2582.5024" DOUBLE SOLID LINE YELLOW - EPOXY65 77EACH2582.501PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM64 481768.67134606.59PI58+24.09 39903990SQ YD2575.604SEEDING, INCL SEED MIX, FERTILIZER, AND HYDRAULIC SOIL STABILIZER63 '34''E°29S89481483.75134609.11PI55+39.16 300300POUND2575.560HYDRAULIC SOIL STABILIZER TYPE 562 480774.85134615.38PT48+30.23 270270M GALLON2575.535WATER FOR TURF ESTABLISHMENT61 PI46+15.20 '35''E°29S89 2020EACH2573.530STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO-4C60 478.45460.0035'37''RADIUS°59 1515EACH2573.530STORM DRAIN INLET PROTECTION PER STANDARD DETAIL ERO-4B59 480380.15134846.06PC43+51.79 100100LIN FT2573.502SILT FENCE, TYPE MACHINE SLICED58 480201.12135157.41PT39+92.63 393393SQ FT2564.531SIGN PANELS, TYPE C57 '58''E°53S29PI37+76.51 0.010.020.971LUMP SUM2563.601TRAFFIC CONTROL56 481.70460.0059'55''RADIUS°59 46604660LIN FT2545.603TWO NO 6 AND NO 10 GROUND IN PLACE IN CONDUIT55 479803.16135388.11PC35+10.93 33EACH2545.602FEED POINT54 '53''E°53S89479607.68135388.46PI33+15.46 1616EACH2545.553HANDHOLE53 479168.83135389.23PI28+76.60 '59''E°53S89 19951995SQ FT2531.618PEDESTRIAN CURB RAMP52 47'17''E°S89479008.77135389.82PI27+16.55 360360SQ FT2531.618TRUNCATED DOMES51 47'17''E°S89478668.78135391.08PI23+76.55 9090SQ YD2531.5077" CONCRETE VALLEY GUTTER50 478604.64135391.31PT23+12.41 9090SQ YD2531.5077" CONCRETE DRIVEWAY PAVEMENT (COMMERCIAL)49 47'17''E°S89PI21+68.96 8080SQ YD2531.5076" CONCRETE DRIVEWAY PAVEMENT (RESIDENTIAL)48 293.56570.0030'28''RADIUS°29 58205820LIN FT2531.501CONCRETE CURB AND GUTTER, DESIGN B41847 478323.62135318.42PC20+18.85 225225SQ FT2521.618CONCRETE HYDRANT ACCESS PAD46 478170.09135232.28PT18+42.81 11EACH2506.602PATCH CATCH BASIN DOGHOUSE45 42'15''E°N60PI15+23.61 11EACH2506.6024' DIA STORM SEWER CBMH, 8' DEEP, INCL R-3290-VB CSTG AND HDPE ADJ RINGS44 769.15591.0034'00''RADIUS°74 22EACH2506.6022'x3' STORM SEWER CB, INCL R-3290-VB CSTG AND HDPE ADJ RINGS43 477461.03135331.77PC10+73.66 2121EACH2506.522ADJUST SANITARY SEWER MANHOLE CASTING42 477037.31135759.51PT4+71.58 66EACH2506.522ADJUST STORM SEWER MANHOLE CASTING41 '45''E°43S44PI3+63.21 11EACH2104.602ADJUST STORM SEWER CATCH BASIN CASTING, INCL NEW R-3290-VB CSTG AND NEW HDPE ADJ RINGS40 RADIUS 228.46300.00'38'00''°43 1515EACH2506.522ADJUST STORM SEWER CATCH BASIN CASTING39 476832.75135848.26PC2+43.11 11LIN FT2504.603HYDRANT RISER38 476822.74135848.55PT2+33.10 66LIN FT2504.603VALVE BOX EXTENSION37 '45''E°21S88PI1+49.91 44EACH2504.602REPLACE VALVE BOX TOP SECTION36 168.37450.0026'17''RADIUS°21 1717EACH2504.602ADJUST VALVE BOX35 476659.22135884.37PC0+64.72 22EACH2504.602IRRIGATION SYSTEM REPAIR34 '28''E°55S66476599.68135909.74BP0+00.00 11EACH2503.6024' CIPP, 18" RCP33 DIRECTIONRADIUSLENGTHNORTHINGEASTINGDELTASTATIONPOINT 11EACH2503.602CONNECT TO EXISTING STORM SEWER PIPE32 INDIAN BOULEVARD ALIGNMENT TABULATION 22EACH2503.602CORE DRILL CONNECT TO EXISTING STORM SEWER STRUCTURE31 4545LIN FT2503.54112" RCP STORM SEWER CLASS 530 835835SQ YD2360.604PATCH BITUMINOUS DRIVEWAY OR TRAIL29 18751875SQ YD2360.503TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B) FOR PATCHING428 2'x3'R-3290-VBSTO-5CB4B 18101810TON2360.502TYPE SP 12.5 NON WEARING COURSE MIXTURE (3,B)27 4'R-3290-VBSTO-4CBMH4A 13601360TON2360.501TYPE SP 12.5 WEARING COURSE MIXTURE (3,C)26 2'x3'R-3290-VBSTO-5CB3A 28402840TON2360.501TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL25 2'x3'R-3290-VBSTO-5CB1C 29702970SQ YD2357.502BITUMINOUS MATERIAL FOR TACK COAT24 STRUCTURETYPESTD. DETAILCASTINGDIAMETER SPECIAL COMMENTS 750750CU YD2331.607HAUL BITUMINOUS PAVEMENT RECLAMATION (LV)23 1337013370SQ YD2331.604FULL DEPTH RECLAMATION22 STORM SEWER SCHEDULE 1149511495LIN FT2331.603JOINT ADHESIVE321 40504050LIN FT2232.603MILL BITUMINOUS PAVEMENT FOR CRACK REPAIR20 1490514905SQ YD2232.501MILL BITUMINOUS PAVEMENT (1.5")19 STANDARD BARRICADES8000I 5050TON2211.501AGGREGATE BASE CLASS 518 CONCRETE CURB AND GUTTER (DESIGN B)7100H 5050M GALLON2130.501WATER FOR DUST CONTROL17 DETECTABLE WARNING SURFACE TRUNCATED DOMES7038A 3030HOUR2123.610STREET SWEEPER (WITH PICKUP BROOM)16 CONCRETE WALK AND CURB RETURNS AT ENTRANCES7035N 3030HOUR2123.610SKID LOADER15 1367013670SQ YD2112.604SUBGRADE PREPARATION14 MANHOLE OR CATCH BASIN COVER - 3' X 2' OPENING4022A 1010EACH2105.602EXCAVATION SPECIAL213 MANHOLE OR CATCH BASIN4020J 860860CU YD2105.525TOPSOIL BORROW (LV) MODIFIED612 CONCRETE PIPE OR PRECAST BOX CULVERT TIES3145G 3535CU YD2105.501COMMON EXCAVATION (EV) - STREET11 GASKET JOINT FOR RC PIPES (2 SHEETS)3006G 55655565SQ FT2104.618REMOVE AND REPLACE CONCRETE SIDEWALK OR PEDESTRIAN RAMP10 REINFORCED CONCRETE PIPE (5 SHEETS)3000L 15101510LIN FT2104.603REMOVE AND REPLACE CONCRETE CURB AND GUTTER19 STANDARD PLATEPLATE NO. 10301030LIN FT2104.513SAWING BITUMINOUS PAVEMENT (FULL DEPTH)8 ADMINISTRATION, SHALL APPLY ON THIS PROJECT. 265265LIN FT2104.511SAWING CONCRETE PAVEMENT (FULL DEPTH)7 THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY2121EACH2104.509REMOVE SIGN6 22EACH2104.509REMOVE MANHOLE OR CATCH BASIN5 STANDARD PLATES 835835SQ YD2104.505REMOVE BITUMINOUS PAVEMENT4 21002100SQ YD2104.505REMOVE CONCRETE PAVEMENT3 58205820LIN FT2104.501REMOVE CONCRETE CURB AND GUTTER2 0.010.020.971LUMP SUM2021.501MOBILIZATION1 110 LBS/SY*INAGGREGATE BASE, CLASS 5 0.07 GAL/SYBITUMINOUS TACK COAT STORM SEWERROADWAYFINALESTIMATE 115 LBS/SY*INBITUMINOUS MATERIAL PARTICIPATING (S.A.P. 180-125-001) UNITITEM DESCRIPTIONNO.NOTEMAT. NO. 2100 LBS/ACREHYDRAULIC SOIL STABILIZER TYPE 5 QUANTITIES NON- INDIAN BOULEVARD BASIS FOR QUANTITIES TOTAL PARTICIPATING STATEMENT OF ESTIMATED QUANTITIES S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C001.dwg 3/15/2013 5:51:32 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c LOCATION PLAN MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 4HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB400 2000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED | SEE TYPICAL SECTION 3/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 3 SEE TYPICAL SECTION 2A & 2B/SHEET 5 (FULL DEPTH PAVEMENT REPLACEMENT WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 2 SEE TYPICAL SECTION 1/SHEET 5 (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 l WW l l ll WW WW l l > >> WW S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C101.dwg 3/15/2013 5:51:49 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c TYPICAL SETCIONS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 5 DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED ALTERNATE BID: UTBWC 3 TYPICAL SECTION - INDIAN BOULEVARD NO SCALENO SCALE MILL & OVERLAY AREAPAVEMENT REPLACEMENT AREA CONCRETE DRIVEWAY PATCHING BITUMINOUS DRIVEWAY PATCHING 7 6 PAVEMENT SECTION VARIES: 8"-13" RECLAIMED AGGREGATE BASE EX. 4" CLASS 4 GRAVEL BASE PAVEMENT SECTION DEPTH (4" MINIMUM) EX. 8" CLASS 5 GRAVEL BASE OF 1.0" THICK UTBWC. (4" MINIMUM) 2.0" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) [SPNWB330B] MATCH EXISTING GRAVEL BASE BITUMINOUS PAVEMENT, MIN. 1.0", TO ALLOW FOR PLACEMENT MATCH EXISTING GRAVEL BASE DEPTH 2.0" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB340C] AGGREGATE BASE IF NECESSARY. EX. 2.5" BITUMINOUS 1.SAME CONSTRUCTION AS METHOD 2 EXCEPT MILL EXISTING AGGREGATE BASE IF NECESSARY. SUPPLEMENT EXISTING CLASS 5 MILL & OVERLAY AREA SUPPLEMENT EXISTING CLASS 5 1.0" UTBWC 1.0" UTBWC 6" CONCRETE NON-WEARING COURSE, 2.0" WEARING COURSE, AND 1.0" UTBWC. COURSE MIXTURE (SPWEA240B) 1.SAME CONSTRUCTION AS METHOD 1, EXCEPT PAVE 2.0" 2" TYPE SP 9.5 BITUMINOUS WEARING PAVEMENT REPLACEMENT AREA (ULTRA THIN BONDED WEARING COURSE (UTBWC)) TYPICAL CONSTRUCTION -METHOD 3 ALTERNATE BID ALTERNATE BID 2/SHEET 5 FOR TYPICAL SECTION.15.SEE ASSOCIATED MAINTENANCE. CONCRETE SIDEWALK - SPOT REPLACEMENT BITUMINOUS TRAIL 4 FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND 5 TYPICAL SECTION VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE TYPICAL SECTION 14.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY PARTIAL DEPTH MILL & OVERLAY: STA 28+76.60 - 57+66.83 2 13.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. TYPICAL SECTION - INDIAN BOULEVARD 12.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. 100% CRUSHED REPLACED AROUND STRUCTURE. TACK COAT 4" CLASS 5 GRAVEL BASE, 6" CLASS 5 GRAVEL BASE, 100% CRUSHED 11.ADJUST STRUCTURES LOCATED IN CURB ONLY WHEN CURB IS 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL [SPWEB340C] 6" CONCRETE 2.5" TYPE SP 9.5 WEARING COURSE MIXTURE (2,B) [SPWEA240B] STRUCTURES WITH HDPE ADJUSTING RINGS. DESIGN TO 3/8" BELOW FINAL WEARING COURSE GRADE. ADJUST ALL 10.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT TO 1/4" 4" CLASS 4 GRAVEL BASE ENGINEER. DIRECTED BY ENGINEER, TYP.) 8" CLASS 5 GRAVEL BASE REMAINING BITUMINOUS PAVEMENT AS DIRECTED BY AND GUTTER (SPOT REPAIR AS 3.5" BITUMINOUS 9.REPAIR JOINTS AND PERFORM FULL DEPTH PATCHING IN EXISTING D412 CONCRETE CURB EXISTING AND RESTORE WITH SEED & HYDROMULCH. 8.PLACE TOPSOIL/COMPOST IN DISTURBED BOULEVARD AREAS (MATCH EXISTING) (MATCH EXISTING) SHEET 5 .3/ 6' , TYP 8' , TYP 7.PATCH DRIVEWAYS WHERE CURB IS REPLACED PER DETAIL 6.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB RAMPS. DIRECTED BY ENGINEER, UNLESS NOTED OTHERWISE. LANE LANE 5.REMOVE AND REPLACE CONCRETE SIDEWALK (SPOT REPAIRS) AS RT TURN THRU OTHERWISE (10 DAY NOTICE REQUIRED). REPAIRS) AS DIRECTED BY ENGINEER, UNLESS NOTED 12'10'1.0' 4.REMOVE AND REPLACE CONCRETE CURB AND GUTTER (SPOT LANE FOR PLACEMENT OF 1.5" THICK WEARING COURSE.LANE PARKING 3.MILL EXISTING BITUMINOUS PAVEMENT, MIN. 1.5", TO ALLOWTHRU 2.PERFORM STORM SEWER IMPROVEMENTS. 14'8'1.0' PLATE STRUCTURES. CONSTRUCTION AND TEMPORARILY SALVAGE CASTINGS AND 23'23' 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO 3 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) DRIVEWAY PATCH TYPICAL CONSTRUCTION -METHOD 2 35'35' MILL & OVERLAY AREA R/WR/W L C RECLAIM 10"-12", PAVE 5": STA 0+12.95 - 28+76.60 NO SCALE 1 ISOMETRIC 1/SHEET 5 FOR TYPICAL SECTION.18.SEE TYPICAL SECTION - INDIAN BOULEVARD ASSOCIATED MAINTENANCE. VARIES: 8"-13" RECLAIMED AGGREGATE BASE FOR ALL TRAFFIC CONTROL, SIGNAGE, FLAGGING, AND THIS POINT 2.0" TYPE SP 12.5 NON-WEARING COURSE MIXTURE (3,B) [SPNWB330B] VEHICLES AT ALL TIMES. CONTRACTOR SHALL BE RESPONSIBLE CONCRETE CURB AT CURB TACK COAT MATCH BACK OF17.MAINTAIN ACCESS FOR LOCAL TRAFFIC AND EMERGENCY APPROXIMATELY 5'-7' BEHIND 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) [SPWEB340C] 16.PLACE PAVEMENT MARKINGS AND TRAFFIC SIGNS. PAVEMENT TO PATCH IS ANTICIPATED TO BE TACK COAT 15.PAVE BITUMINOUS WEARING COURSE, 1.5" THICK. THE ENGINEER. TYPICAL WING - SEE NOTE 1 1.5" TYPE SP 12.5 WEARING COURSE MIXTURE (3,C) SPECIAL [SPWEB340C] AND RESTORE WITH SEED & HYDROMULCH. BE MARKED IN THE FIELD BY DESIGN 4. DRIVEWAY REMOVALS WILL14.PLACE TOPSOIL/COMPOST IN DISTURBED BOULEVARD AREAS STRUCTURES WITH HDPE ADJUSTING RINGS. DRIVEWAY SECTION. TO 3/8" BELOW FINAL WEARING COURSE GRADE. ADJUST ALL 6" CLASS 5 GRAVEL BASE CURB AND GUTTER SPACING THROUGH 13.ADJUST STRUCTURES AND VALVE BOXES IN PAVEMENT TO 1/4" 3.5" BITUMINOUS NEW B418 CONCRETE CURB NOT TO EXCEED 10' 12.PAVE 1.5" WEARING COURSE.REMOVAL) EXISTING 3. CONTROL JOINTS IN CONCRETE 11.PAVE 2.0" NON-WEARING COURSE. GUTTER (100% 10.GRADE AND TOLERANCE RESULTANT RECLAIMED MATERIAL. CONCRETE CURB AND SEED & HYDROMULCH. 9.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB RAMPS. EXISTING D412 WITH TOPSOIL/COMPOST & SHEET 5 .8.CONSTRUCT DRIVEWAYS PER DETAIL 3/ 2. RESTORE DISTURBED AREAS 7.INSTALL NEW CONCRETE CURB AND GUTTER. ENTIRE AREA. & 7/SHEET 5. LANE LANE CONDITIONS REQUIRE. 6.HAUL OFF EXCESS RECLAIM MATERIAL, AVERAGE 2" OVER MATERIALS. SEE DETAILS 6 NO SCALE THRURT TURN ONLY IF EXISTING SECTION GRADE AND CROSS SLOPE. EXISTING DRIVEWAY 1. CONSTRUCT WING SECTION 5.GRADE AND PLACE EXCESS RECLAIM MATERIAL TO MEET DESIGN 12'10.33'0.67' DRIVEWAY PATCH, MATCH NOTES: AGGREGATE BASE 10"-12" DEEP. LANELANE 4.RECLAIM EXISTING BITUMINOUS PAVEMENT AND EXISTING PARKING TEMPORARY ACCESS TO DRIVEWAYS.THRU 3.REMOVE CONCRETE CURB AND GUTTER. MAINTAIN 14'8.33'0.67' 2.PERFORM STORM SEWER IMPROVEMENTS. PLATE STRUCTURES. 23'23' CONSTRUCTION AND TEMPORARILY SALVAGE CASTINGS AND 1.INSTALL TEMPORARY TRAFFIC CONTROL PRIOR TO AND GUTTER VARIES CONCRETE CURB (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 35'35' TYPICAL CONSTRUCTION -METHOD 1 R/WR/W L C PAVEMENT REPLACEMENT AREA S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C201.dwg 3/15/2013 5:52:44 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c EROSION CONTROL - INDIAN BOULEVARD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 6HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB200 1000 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED S S S CLEANED BY THE CONTRACTOR THROUGHOUT THE PROJECT. 6.ALL EROSION CONTROL PRACTICES INSTALLED SHALL BE MAINTAINED, REPAIRED AND/OR BMP'S TO MEET ANY APPLICABLE REQUIREMENTS. SOIL STABILIZER ADDITIONAL BMP'S MAY BE REQUIRED AS SITE CONDITIONS CHANGE AND SHALL PROVIDE THOSE 9798 SEED AND HYDRAULIC 9786 SITE CONDITIONS. AS CONSTRUCTION PROGRESSES, THE CONTRACTOR SHALL ANTICIPATE THAT 9774 9870 9872 5.THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED >>> SSSSSS SILT FENCE MS SHOWN OR AS DIRECTED BY ENGINEER. 4.CONTRACTOR TO PLACE SEED AND HYDRAULIC SOIL STABILIZER IN ALL DISTURBED AREAS AS 9752 (SEE DETAIL) S STRUCTURE DURING THE COURSE OF THE PROJECT. INLET PROTECTION 3.QUANTITY FOR INLET PROTECTION IS BASED ON INLET PROTECTION NEEDED FOR EACH 2.APPLY HYDROMULCH FOR ANY TEMPORARY RESTORATION AS NEEDED. LEGEND: HAVE INLET PROTECTION INSTALLED PRIOR TO DISTURBANCE AND AFTER CONSTRUCTION. 1.ALL CATCH BASINS, INLETS, AND FLARED END SECTIONS, BOTH EXISTING AND PROPOSED SHALL SS EROSION CONTROL NOTES: S SS 9686 9674 9662 9658 9525 Elementary School 9477 94939461944594319419 Grey Cloud 9618 S S S SS SS 9646 9596 9622 INDIAN BOULEVARD 9285927392597420 SS 9299 9207 7437 9307 SS SS 9199 7431 9321 S 7410 SS SS SS S 9335 7421 9189 SS 9349 SS SS 9363 9181 9379 7411 9493947794619445 94319419 7400 7401 9163 SS S SS SS 9145 SS SS SS SS SS 9176 9133 7425 74693909156 7419 74189416 SS 9115 SS 9136 SS 7415 9109 744 74089414 7409 9392 9118 SS 9105 7405 SS 742 73989412 739993949116 9097 7379 740 SS 9410 9108 SS 9055 SS 7381 7378 9396 9013 SS SS SS 7357 7388 9114 9408 7353 9110 7354 9398 SS 9102 SS SS 9112 7366 7333 SS 9056 7335 7258 7338 9406 7375 SS 9183 7317 7246 9167 9400 7384 9149 7321 7320 SS 7337 9135 7232 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C501.dwg 3/15/2013 5:54:09 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STORM SEWER IMPROVEMENTS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 7HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 0+000+000+00 870870 880880 890890 900900 I=898.45 12" E I=898.45 12" E I=891.63 30" N I=898.45 12" E I=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=891.63 30" NI=898.45 12" E I=897.69 12" EI=896.86 18" N R=902.29 I=897.69 12" E I=896.86 18" N R=902.29 I=897.69 12" EI=891.63 30" NR=902.29I=896.86 18" N R=902.08 R=902.08 R=902.20R=901.87 R=902.08R=902.29R=902.29R=902.29R=902.29R=902.29R=902.29 STA 0+61R=901.87 I=897.84 18" S STA 0+61 R=902.20R=902.08R=902.08R=902.08R=902.08STA 0+61R=901.87 I=897.84 18" S STA 0+00 STA 0+51STA 0+00 STA 0+00STA 0+61STA 0+61STA 0+61I=897.84 18" SSTA 0+00I=897.84 18" S I=898.34 12" WSTA 0+00 1C I=898.34 12" W 1C STA 0+51STA 0+00STA 0+00STA 0+00STA 0+001CI=898.34 12" WSTA 0+00 EX-2 I=904.13 12" E3AEX-2 EX-1 EX-21CR=902.28I=898.34 12" W I=903.68 12" NW I=904.13 12" EI=904.13 12" E 910910 I=903.68 12" NWR=902.28 I=903.68 12" NWI=903.68 12" NWI=903.68 12" NWI=904.13 12" E3AEX-2EX-2EX-2R=902.28R=902.28R=902.28EX-1 I=903.68 12" NWI=904.13 12" EI=904.13 12" EEX-2R=902.28 R=907.57 R=907.22 R=907.57 I=891.86 30" SSTA 0+49 R=907.22 STA 0+49 I=891.86 30" S R=907.22I=891.86 30" SSTA 0+49 STA 0+63 STA 0+00I=891.89 24" N STA 0+63EX-1A STA 0+00I=891.89 24" N EX-1A STA 0+00I=891.89 24" NEX-1A 4B EX-4I=897.65 12" W 4B EX-4 I=897.65 12" W EX-4I=897.65 12" W I=898.39 12" E R=902.19 I=898.39 12" E I=898.39 12" E R=902.19R=902.19R=902.19R=902.19R=902.19R=902.19R=902.19 R=902.19I=898.39 12" WI=898.39 12" EI=898.39 12" EI=898.39 12" EI=898.39 12" EI=898.39 12" E I=903.86 12" SE I=898.39 12" W I=903.86 12" SE STA 0+45 I=903.86 12" SEI=898.39 12" W STA 0+45 920920 R=902.29 I=903.96 12" W STA 0+45STA 0+45STA 0+45 STA 0+45 R=902.29 I=903.96 12" W EX-3 I=903.96 12" WR=902.29 R=907.53 STA 0+55 EX-3EX-3 STA 0+55 R=907.53STA 0+55 STA 0+30 EX-1B EX-1B STA 0+30EX-1B 4A 4A 930930 INDIAN BOULEVARD UNLESS NOTED OTHERWISE. 1.ALL STORM SEWER IS RCP, CLASS 5 NOTES: SS 9225 9259 9273 928 9477 9493461 9207 9774 EX-1 EX-2 S EX-2EX-2 9752 SS SS SS SS SS EX-4 EX-4 EX-4EX-4 EX-4 EX-1A EX-1A EX-1A EX-1A1C EX-1A 1C 1C 1C1C 1C1C 3A EX-3 EX-1B 4A 4A 4A4A 4A 4B 4B 4B SS 9228 9232 9260 TO EXISTING STRUCTURE TO EXISTING STRUCTURETO EXISTING STRUCTURETO EXISTING STRUCTURETO EXISTING STRUCTURETO EXISTING STRUCTURE TO EXISTING STRUCTURE 7419 SS CORE DRILL CONNECTION CORE DRILL CONNECTIONCORE DRILL CONNECTIONCORE DRILL CONNECTION CORE DRILL CONNECTIONCORE DRILL CONNECTION TO EXISTING STRUCTURE 9200 CORE DRILL CONNECTION 9196 STORM SEWER PIPE. STORM SEWER PIPE. CONNECT TO EXISTING 9224 CONNECT TO EXISTING 9256 9236 EXISTING STRUCTURE. REMOVE AND REPLACE 7409 9204 9192 SS 9240 92529240 9220 92 176 7399 9208 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C601.dwg 3/15/2013 5:55:18 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 8HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 15+0014+0013+0012+0011+0010+009+008+007+006+005+004+003+002+001+000+00 880 880 890 890 900 900 910910 L=100' L=100' L=250' L=100'L=100' L=250' 920920 L=250'L=250'L=250' K = 81.30L=250' K = 81.30 K = 87.21 K = 81.30K = 81.30 K = 87.21 K = 87.21 A = 1.23% A = 1.23% A = 2.87% A = 1.23%A = 1.23% A = 2.87% A = 2.87% EL: 902.72 EL: 902.72 EL: 904.28 EL: 902.72EL: 902.72 EL: 904.28 EL: 904.28 VPI: 14+50 VPI: 14+50 VPI: 11+90 VPI: 14+50VPI: 14+50VPI: 14+50 VPI: 11+90 LP EL: 902.87 VPI: 11+90VPI: 11+90 LP EL: 902.87 LP EL: 902.87LP EL: 902.87 930930 LP: 14+48.78 LP: 14+48.78 LP: 14+48.78LP: 14+48.78 L=260' L=260' L=260' K = 63.93 K = 63.93 K = 63.93 940940 A = -4.07% A = -4.07% A = -4.07%A = -4.07% EL: 921.44 EL: 921.44 EL: 921.44 VPI: 6+95 VPI: 6+95 VPI: 6+95 HP EL: 920.77 HP EL: 920.77 HP EL: 920.77 HP: 6+03.36 HP: 6+03.36 HP: 6+03.36 950950 INDIAN BOULEVARD CONSTRUCTED BY COUNTY IN COUNTY ROW. SEE TYPICAL SECTION 2/SHEET 5 9207 922511.REMOVE PEDESTRIAN RAMP. NEW RAMPS 9199 9189(PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) 9181 TYPICAL CONSTRUCTION -METHOD 2 PER DETAIL STR-7.5.4' CIPP REPAIR. 9259 916310.CONSTRUCT COMMERCIAL CONCRETE DRIVEWAY APRON SEE TYPICAL SECTION 1/SHEET 5 RAMP PER DETAIL STR-6. (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) 4.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB 9.EXPOSE BURIED GATE VALVE. 9145 TYPICAL CONSTRUCTION -METHOD 1 8.REPLACE TOP SECTION OF GATE VALVE BOX.3.SEE SHEET 8 FOR STORM SEWER IMPROVEMENTS. SHOWN ON PLAN ARE APPROXIMATE.BOULEVARD AS A RESULT OF REALIGNED ROADWAY. DIRECTED BY ENGINEER. LOCATIONS AND QUNATITIES2.REPAIR IRRIGATION SYSTEM FOR 9013 & 9055 INDIAN 9133 9115 7.REMOVE AND REPLACE DAMAGED SIDEWALK PANELS AS 1.INSTALL CONC HYDRANT ACCESS PAD PER DETAIL STR-27. 9109 DETAIL STR-9. 1 6.REMOVE AND REPLACE CONCRETE VALLEY GUTTER PERKEY NOTES: 9196 3 9105 9200 4 9228 9097 9013 9176 9055 1 9232 46' B/B 91929156 9204 9136 9224 2 9118 9236 1 9188 9208 4 9220 9108 7384 9256 9240 92129184 THIS LOCATION 9216APPROX. 3.5' IN 9116 9 9252CURB TO MOVE 9244 7375 9102 9056 7366 9272 9110 9248 7337 9276 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C602.dwg 3/15/2013 5:56:36 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRWFEETSCALE INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 9HORZ. VERT. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 20100500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 29+0028+0027+0026+0025+0024+0023+0022+0021+0020+0019+0018+0017+0016+0015+00 880880 890890 EL: 902.97 EL: 902.97 EL: 902.97EL: 902.97EL: 902.97EL: 902.97EL: 902.97EL: 902.97 EL: 902.97 VPI: 29+20.00 VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00VPI: 29+20.00 VPI: 29+20.00 900900 910910 L=150' L=90' L=150' 920920 L=150' L=90'L=150'L=150'L=150'L=150'L=150'L=150' L=150'L=150' L=100'K = 137.67 L=150' K = 108.05 K = 137.67 L=100' K = 121.95 K = 108.05L=100'K = 137.67K = 121.95K = 121.95K = 121.95K = 121.95K = 121.95K = 121.95K = 121.95K = 121.95 A = 1.09% K = 101.05 K = 121.95 K = 121.95 A = -0.83%A = 1.09% K = 101.05 A = -0.83%A = -1.23% A = -0.83%K = 101.05A = 1.09%A = -1.23%A = -1.23%A = -1.23%A = -1.23%A = -1.23%A = -1.23%A = -1.23%A = -1.23% EL: 903.28 A = -0.99% A = -1.23% EL: 903.63 EL: 903.28 A = -0.99% EL: 904.54 EL: 903.63A = -0.99%A = -0.99%EL: 903.28EL: 904.54 VPI: 19+50 EL: 905.73 EL: 904.54 VPI: 28+70 EL: 905.73VPI: 19+50 VPI: 28+70VPI: 17+40 VPI: 28+70EL: 905.73VPI: 19+50VPI: 19+50 VPI: 17+40 LP EL: 903.49 VPI: 24+50 LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49LP EL: 903.49VPI: 17+40 VPI: 24+50HP EL: 904.31 930930 HP EL: 904.31 VPI: 24+50VPI: 24+50VPI: 24+50LP EL: 903.49LP EL: 903.49LP EL: 903.49HP EL: 904.31HP EL: 904.31HP EL: 904.31 VPI: 24+50LP EL: 903.49HP EL: 904.31 HP EL: 905.61LP: 19+57.60 LP: 19+57.60HP EL: 904.31HP EL: 904.31HP EL: 904.31HP EL: 904.31HP EL: 904.31HP EL: 904.31 HP EL: 905.61 HP: 17+41.83 HP: 17+41.83 HP EL: 905.61LP: 19+57.60HP: 17+41.83HP: 17+41.83 HP: 24+49.47 HP: 17+41.83HP: 17+41.83HP: 17+41.83HP: 17+41.83HP: 17+41.83HP: 17+41.83 HP: 24+49.47 HP: 24+49.47 940940 950950 INDIAN BOULEVARD CONSTRUCTED BY COUNTY IN COUNTY ROW. 9259 9273 11.REMOVE PEDESTRIAN RAMP. NEW RAMPS 9285 SEE TYPICAL SECTION 2/SHEET 5 (PARTIAL DEPTH MILL & OVERLAY WITH SPOT CURB REPLACEMENT) PER DETAIL STR-7.5.4' CIPP REPAIR. 9299 TYPICAL CONSTRUCTION -METHOD 2 10.CONSTRUCT COMMERCIAL CONCRETE DRIVEWAY APRON RAMP PER DETAIL STR-6. 9307 SEE TYPICAL SECTION 1/SHEET 5 9.EXPOSE BURIED GATE VALVE.4.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB (RECLAIM & PAVE WITH 100% CURB REPLACEMENT) TYPICAL CONSTRUCTION -METHOD 1 8.REPLACE TOP SECTION OF GATE VALVE BOX.3.SEE SHEET 8 FOR STORM SEWER IMPROVEMENTS. 9321 S SHOWN ON PLAN ARE APPROXIMATE.BOULEVARD AS A RESULT OF REALIGNED ROADWAY. SS DIRECTED BY ENGINEER. LOCATIONS AND QUNATITIES2.REPAIR IRRIGATION SYSTEM FOR 9013 & 9055 INDIAN 7.REMOVE AND REPLACE DAMAGED SIDEWALK PANELS AS S 1.INSTALL CONC HYDRANT ACCESS PAD PER DETAIL STR-27. 9335 DETAIL STR-9. 6.REMOVE AND REPLACE CONCRETE VALLEY GUTTER PERKEY NOTES: 1 SS 9349 9232 9260 9363 9264 18" RCP STORM 9379 Park 94779461 94939445 Park 94319419 5 Kingston 9292 Kingston 8' WIDE BITUMINOUS TRAIL 1 DEPRESS CURB FOR FUTURE 9256 9236 10 9296 9268 SS S 9324 9 9240 9288 9240 9252 SS 7410 SS SS 7410 SS SS 9272 9300 3 1 9244 92849244 46' B/B 9320 216 7425 9248 9304 7400 9276 66 9390 7419 74189416 SS 9280 9316 SS 7390 7390 9308 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C603.dwg 3/15/2013 5:57:45 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET IMPROVEMENTS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 10HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 600 SF 300 SF 40 SF 40 SF 40 SF 4 77 EX. 8' CONC SIDEWALK 7 7 117 4 11 EX. 5' CONC SIDEWALK 46' B/B 1 250 SF 1 4 4 7 AND CONTROLLER 25 SF POINT CABINET 7 REPLACE FEED 9798 9786 9774 98729870 >>>>>> SSSSSS 4 8 9752 S SS SS SEE ABOVE SEE BELOW INDIAN BOULEVARD 9752 4 CONSTRUCTED BY COUNTY IN COUNTY ROW. 11.REMOVE PEDESTRIAN RAMP. NEW RAMPS 4 3 80 SF 5.4' CIPP REPAIR. PER DETAIL STR-7. 250 SF 7 10.CONSTRUCT COMMERCIAL CONCRETE DRIVEWAY APRON 4 RAMP PER DETAIL STR-6. 7 9.EXPOSE BURIED GATE VALVE.4.REMOVE AND REPLACE CONCRETE PEDESTRIAN CURB 1 Elementary School 8.REPLACE TOP SECTION OF GATE VALVE BOX.3.SEE SHEET 8 FOR STORM SEWER IMPROVEMENTS. 9525 Grey Cloud BOULEVARD AS A RESULT OF REALIGNED ROADWAY. SHOWN ON PLAN ARE APPROXIMATE. 2.REPAIR IRRIGATION SYSTEM FOR 9013 & 9055 INDIAN DIRECTED BY ENGINEER. LOCATIONS AND QUNATITIES 7.REMOVE AND REPLACE DAMAGED SIDEWALK PANELS AS 1.INSTALL CONC HYDRANT ACCESS PAD PER DETAIL STR-27. 3 DETAIL STR-9. 6.REMOVE AND REPLACE CONCRETE VALLEY GUTTER PERKEY NOTES: 4 9686 CSTG AND NEW HDPE ADJ RINGS ADJUST CASTING INCL NEW R-3290-VB 40 SF 967446' B/B 7 7460 EX. 8' CONC SIDEWALK 8 9662 4 4 7442 9532 9658 1 EX. 5' CONC SIDEWALK 9540 9618 4 9552 9596 7422 PATCH DOGHOUSE 9574 7423 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:58:39 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 11HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 912912912912 914914914914 916916916916 918918918918 920920920920 35-35 922922922922 R/WR/W 35-35 924924924924 R/WR/W 3+000+50 3+000+50 926926926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 912912912912 914914914914 916916916916 918918918918 920920920920 922922922922 35-35 R/WR/W 35-35 924924924924 R/WR/W 3+081+00 3+081+00 926926926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914912912 916916914914 918918916916 920920918918 922922920920 35-35 924924922922 35-35 R/WR/W R/WR/W 926926924924 3+50 3+50 928928926926 1+50 1+50 928928 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914912912 916916914914 918918916916 920920918918 922922920920 924924922922 35-35 35-35 R/WR/W R/WR/W 926926924924 4+002+00 4+002+00 928928926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914912912 916916914914 918918916916 920920918918 922922920920 924924922922 35-35 R/WR/W 35-35 926926924R/WR/W924 4+252+50 4+252+50 928928926926 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:58:52 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 12HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914914914 916916916916 918918918918 920920920920 922922922922 924924924924 35-35 35-35 R/WR/W R/WR/W 926926926926 5+504+40 5+504+40 928928928928 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914914914 916916916916 918918918918 920920920920 922922922922 924924924924 35-35 35-35 R/WR/W R/WR/W 926926926926 5+854+50 5+854+50 928928928928 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914914914 916916916916 918918918918 920920920920 922922922922 924924924924 35-35 35-35 R/WR/W 926R/WR/W926926926 6+005+00 6+005+00 928928928928 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914914914 916916916916 918918918918 920920920920 922922922922 924924924924 35-35 35-35 R/WR/W R/WR/W 926926926926 6+505+15 6+505+15 928928928928 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 914914914914 916916916916 918918918918 920920920920 922922922922 924924924924 35-35 35-35 R/WR/W R/WR/W 926926926926 7+005+25 7+005+25 928928928928 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:59:02 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 13HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 908908912912 910910914914 912912916916 914914918918 916916920920 918918922922 35-35 35-35 R/WR/W 920920924924 R/WR/W 8+907+50 8+907+50 922922926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 908908912912 910910914914 912912916916 914914918918 916916920920 918918922922 35-35 35-35 R/WR/W 920920924924 R/WR/W 9+007+60 9+007+60 922922926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 908908912912 910910914914 912912916916 914914918918 916916920920 918918922922 35-35 35-35 R/WR/W R/WR/W 920920924924 9+108+00 9+108+00 922922926926 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 906906910910 908908912912 910910914914 912912916916 914914918918 916916920920 35-35 35-35 R/WR/W 918918922922 R/WR/W 9+508+15 9+508+15 920920924924 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 906906910910 908908912912 910910914914 912912916916 914914918918 916916920920 35-3535-35 R/WR/WR/WR/W 918918922922 9+658+50 9+658+50 920920924924 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:59:17 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 14HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900906906 902902908908 904904910910 906906912912 908908914914 910910916916 35-35 R/WR/W 35-35 912912918918 R/WR/W 11+159+70 11+159+70 914914920920 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900904904 902902906906 904904908908 906906910910 908908912912 910910914914 35-35 R/WR/W35-35 912912916916 R/WR/W 11+5010+00 11+5010+00 914914918918 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898904904 900900906906 902902908908 904904910910 906906912912 35-35 908908914914 R/WR/W 35-35 910910916916 R/WR/W 11+9010+40 11+9010+40 912912918918 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898902902 900900904904 902902906906 904904908908 906906910910 908908912912 35-35 35-35 910910914914 R/WR/W R/WR/W 12+0010+50 12+0010+50 912912916916 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898902902 900900904904 902902906906 904904908908 906906910910 35-35 908908912912 35-35 R/WR/W R/WR/W 910910914914 12+5011+00 12+5011+00 912912916916 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:59:32 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 15HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 896896898898 898898900900 900900902902 902902904904 904904906906 906906908908 35-35 R/WR/W 35-35 908908910910 R/WR/W 14+0012+60 14+0012+60 910910912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 896896898898 898898900900 900900902902 902902904904 904904906906 35-35 906906908908 R/WR/W 35-35 908908910910 R/WR/W 14+5013+00 14+5013+00 910910912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 896896898898 898898900900 900900902902 902902904904 904904906906 35-35 906906908908 R/WR/W 35-35 908908910910 R/WR/W 15+0013+25 15+0013+25 910910912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 896896898898 898898900900 900900902902 902902904904 904904906906 35-35 906906908908 R/WR/W 35-35 908908910910 R/WR/W 15+2513+50 15+2513+50 910910912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898896896 900900898898 902902900900 904904902902 906906904904 35-35 908908906906 R/WR/W 35-35 910910908908 R/WR/W 15+5013+75 15+5013+75 912912910910 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 5:59:47 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 16HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 90890890835-35908 35-35 R/WR/W R/WR/W 910910910910 17+2515+90 17+2515+90 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 90890890835-35908 35-35 R/WR/W R/WR/W 910910910910 17+5016+00 17+5016+00 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 R/WR/W R/WR/W 910910910910 17+7516+50 17+7516+50 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 R/WR/W R/WR/W 910910910910 18+0016+55 18+0016+55 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 R/WR/W R/WR/W 910910910910 18+4517+00 18+4517+00 912912912912 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 6:00:02 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 17HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 90835-35908908908 35-35 R/WR/W R/WR/W 910910910910 20+2518+50 20+2518+50 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 90890890835-35908 35-35 R/WR/W R/WR/W 910910910910 20+5019+00 20+5019+00 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 35-35 908908908908 35-35 R/WR/W R/WR/W 910910910910 21+0019+35 21+0019+35 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 35-35 908908908908 35-35 R/WR/W R/WR/W 910910910910 21+1019+50 21+1019+50 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 35-35 908908908908 35-35 R/WR/W R/WR/W 910910910910 21+5020+00 21+5020+00 912912912912 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 6:00:12 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 18HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35R/WR/W 910910910910 R/WR/W 21+95 21+95 912912912912 23+70 23+70 914914 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900898898 902902900900 904904902902 906906904904 908908906906 35-35 910910908908 R/WR/W 35-35 R/WR/W 912912910910 24+0022+00 24+0022+00 914914912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900898898 902902900900 904904902902 906906904904 908908906906 91035-35910908908 R/WR/W 35-35 R/WR/W 912912910910 24+5022+50 24+5022+50 914914912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900898898 902902900900 904904902902 906906904904 908908906906 35-35 910910908908 R/WR/W 35-35 912912910910 R/WR/W 24+7023+00 24+7023+00 914914912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 910910910910 R/WR/W R/WR/W 23+50 23+50 912912912912 25+00 25+00 914914 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 6:00:21 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 19HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 R/WR/W 910910910910 R/WR/W 26+75 26+75 912912912912 25+25 25+25 914914 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898900900 900900902902 902902904904 904904906906 906906908908 35-35 908908910910 R/WR/W 35-35 25+50 25+50 R/WR/W 910910912912 27+00 27+00 912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 35-35 R/WR/W 910910910910 R/WR/W 27+5026+00 27+5026+00 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 R/WR/W 35-35 910910910910 R/WR/W 28+0026+25 28+0026+25 912912912912 +50+40+30+20+10-10-20-30-40-50+50+40+30+20+10-10-20-30-40-50 898898898898 900900900900 902902902902 904904904904 906906906906 908908908908 35-35 R/WR/W 35-35 R/WR/W 910910910910 28+2526+50 28+2526+50 912912912912 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C701.dwg 3/15/2013 6:00:31 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c CROSS SECTIONS - INDIAN BLVD MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 20HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED +50+40+30+20+10-10-20-30-40-50 898898 900900 902902 904904 906906 908908 35-35 R/WR/W 910910 28+50 28+50 912912 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C801.dwg 3/15/2013 6:00:48 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STANDARD DETAILS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 21 DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED SECTION A-A Concrete curb & gutter 4" Aggregate Base 6" Concrete Sidewalk Concrete or Max 50:1 Pathway Bituminous Grade Design Street 4'-0"Varies8" SECTION B-B &.08 ft/ft slope &.08 ft/ft slope Variable 4'-2" (4" curb)4'-2" (4" curb) 6'-3" (6" curb) 6'-3" (6" curb) Width * * Match Existing Variable Top of Curb intersections PLAN Round all sloped A Curb Face of 1 24" MIN. 3'-4" (4" curb) *5'-4" (6" curb) 7036F dome per Mn/DOT std. plate A ADA required truncated 1 Variable 2" 8"4" S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C801.dwg 3/15/2013 6:01:01 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STANDARD DETAILS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 22HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED A FEED POINT CABINET CATCHBASIN HIGH-FLOW FABRIC IN PLACE BACKFILL 10" AT LOW POINT AGGREGATE 6" ON-GRADE DIAMETER, PLATE FILTER ASSEMBLY STEEL BASE AGGREGATE CURB GRAVEL FILTER 1 1/2" WASHED 8-12" MINIMUM DEPTH FILTER ASSEMBLY OVERFLOW AT TOP OF = DIRECTION OF SURFACE FLOW CURB BOX HEIGHT 2 OF THEOVERFLOW IS 1 DEFLECTOR PLATE PLAN PROPOSED CURB CURB BOX HEIGHT 2 OF THEOVERFLOW IS 1 PLAN EXISTING CURB top slab or cone section. Manhole structure with system as specified. wrapped around the entire filter fabric then shall be approved sealant. Woven casting,and each other by bonded to the structure, Min. of 2", max. of 12", (HDPE) adjustment rings. High Density Polyethylene "STORM SEWER". stamped "SANITARY SEWER" or with 2 concealed pick holes and and cover. Shall be furnished Woven Filter Fabric Neenah R1642B manhole frame top slab or 2' x 3' box. Catch basin structure with specified. around entire system as fabric then shall be wrapped WATER slab and first ring. Woven filter min. 3/8" mortar between top min. of 2", max. of 12" with a (HDPE) adjustment rings. High Density Polyethylene 4" maximum opening. and 3" dia. front face and furnished with curb inlet box frame and grate. Shall be Neenah R3290-VB catch basin S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C901.dwg 3/15/2013 6:02:16 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c SIGNING AND PAVEMENT MARKINGS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 23HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 1 3 1 1 4SW 1 O. S SS SS SS S 1 SS 2 4DY 3 2 1 1 3 1 3 1 1 1 1 4DY 4SW SS S 1 1 SS SS 3 SS SS SS SS JENSEN AVE. SO. INDIAN BLVD. SO. 4SW 4 4SW 4SW INDIAN BLVD. COURT SO.1 31 SS INDIAN BLVD. SO. 1 1 1 1 1 SS 4 1 JEWEL AVE. SO. 1 4 INDIAN BLVD. SO. SS SECTION ON SHEET 5. 1.LANE DIMENSIONS DEPICTED ON THE TYPICAL NOTES: Dt - DOTTED 1 Y - YELLOW D - DOUBLE 4.EXISTING TO REMAIN. W - WHITE B - BROKEN C = COLOR 12SW S - SOLID 3.EXISTING SIGN TO REMOVE. B = PATTERN 2.NEW SIGN TO INSTALL. ABC EPOXY 24SW A = WIDTH (INCHES) 1.EXISTING SIGN, REMOVE & REPLACE SIGN PANEL. STRIPING LEGEND: 4DY KEY NOTES: 1 4SW 3 1 1 1 31 1 1 3 4SW 1 2 1 4DY4DY 1 4 1098765 4 7 1 4SW4SW 1 1 1 1 1 3 1 43 1 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420C901.dwg 3/15/2013 6:02:27 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c SIGNING AND PAVEMENT MARKINGS MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 24HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 2 2 4SW 4SW 12 2 12SW 1 4DY 1 1 11 1 24SW 2 3 1 3 4SW JORGENSON AVE. SO. 4DY4SW INDIAN BLVD. SO. 12SW 4DY 4SW 4 21 KEATS AVE. SO 11 11 12SW INDIAN BLVD. S 4DY 4 1 1 1 SSSSSS 2 1 1 12SW 4SW 1 S 3 3 1 2 1 3 SS JORDAN AVE. SO. INDIAN BLVD. SO. 4 1 4SW 2 3 1 1 12SW 1 SECTION ON SHEET 5. 1.LANE DIMENSIONS DEPICTED ON THE TYPICAL NOTES: 4SW 4DY 2 Dt - DOTTED Y - YELLOW 4.EXISTING TO REMAIN. D - DOUBLE TOTAL:392.56 1 W - WHITE 2 B - BROKEN 3.5621.7816 X 16BUS STOP C = COLOR 3.EXISTING SIGN TO REMOVE. S - SOLID 2.0012.0024 X 12W16-9PAHEAD PLAQUE B = PATTERN 1 2.NEW SIGN TO INSTALL. PLAQUE ABC EPOXY 8.00424 X 122.00W16-7P 4SW DIAGONAL ARROW 1 A = WIDTH (INCHES) 1.EXISTING SIGN, REMOVE & REPLACE SIGN PANEL. 8.0061.3324 X 8S4-3PSCHOOL PLAQUE PLAQUE KEY NOTES: STRIPING LEGEND: 1 10.00624 X 101.67S4-2PARE PRESENT WHEN CHILDREN (SCHOOL USE) 30.00624 X 305.00R2-1 SPEED LIMIT 24SW 1 4DY 54.00636 X 369.00S1-1SCHOOL 12.50230 X 306.25W3-1STOP AHEAD 1 ALIGNMENT 12.50230 X 306.25W1-4 4SW HORIZONTAL 3 12SW 11 72.0048R7-2 (CUSTOM)12 X 181.50NO PARKING 1 CROSSING 4 5.00130 X 245.00R6-3 2 DIVIDED HIGHWAY INDIAN BLVD. SO. INDIAN BLVD. SO. TURN RIGHT 37.50630 X 306.25R3-7 RIGHT LANE MUST 4SW 15.00324 X 305.00R2-1SPEED LIMIT 1 3.7550.7518 X 6R1-3PALL WAY PLAQUE S 118.751930 X 306.25R1-1STOP S S 4SW 2 (SF)(EA)(SF)(IN X IN)DESIGNATIONSIGN OR PLAQUE TOTAL AREAQTYAREASIZESIGN SIGNAGE TABULATION 1 24SW 1 31 4SW 4 4 1 1 2 JOLIET AVE. SO.JOCELYN AVE. S. 3 1 3 INDIAN BLVD. SO.1 INDIAN BLVD. SO. 1 1 S.A.P. 180-125-001 H:\COTT\N15105420\C3D\105420E101.dwg 3/15/2013 6:04:02 AM DATELIC. NO. MJB 03/20/201344576 BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 25 Bolton & Menk, Inc. 2013, All Rights Reserved c STREET LIGHTING MICHAEL J. BOEX WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN CHECKED OF MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN FEETSCALE MRW INDIAN BOULEVARD UTILITY AND STREET IMPROVEMENTS 25HORZ. DRAWN PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. CITY OF COTTAGE GROVE, MINNESOTA MJB100 500 BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED SHEET DATEBYREV. I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED DESIGNED 9259 9273 FEED POINT AT STATION 51+00 TO BE REPLACED (SEE SHEET 10). 9285 4.REPLACE FEED POINT CABINETS AND CONTROLLERS AS NOTED. ADDITIONAL CONNECTION FROM STREET LIGHT TO NEW WIRE AND CONDUIT.9299 3.INSTALL HANDHOLE ADJACENT TO EACH EXISTING LIGHT POLE TO MAKE BEHIND THE BACK OF CURB TO CENTER OF FOUNDATION. 9307 2.EXISTING LIGHTING UNITS TO REMAIN. LIGHTING UNITS ARE TYPICALLY SET 36" UNLESS OTHERWISE NOTED. OTHERWISE NOTED. ALL CONDUCTORS SHALL BE COPPER, (2)#6 & #10 GND CONDUIT ON THIS PLAN SHEET SHALL BE 1.5" NMC SCHEDULE 80 UNLESS 9321 SS DIRECT-BURY STREET LIGHT WIRE WITH NEW WIRE AND CONDUIT. ALL SSSS 1.IN AREAS OF FULL CURB REPLACEMENT, REMOVE AND REPLACE EXISTING SSSS LIGHTING NOTES: SSSS SS 9335 SSSS 9349 9228 9232 POINT (TYP.) 9260 REPLACE FEED 9363 9264 9379 9477 94939461 944594319419 9292 (TYP.) (SEE SHEET 10) (2)#6 & #10 GND AT STATION 51+00 9224 9256 9236 1.5" NMC MILL & OVERLAY AREA 9296 REPLACE FEED POINT IN 9268 SSSS SS 204 9324 SSSS 9240 9288 9252 7410 9220 SSSS 7410 SSSS SSSS 7410 SSSS SSSS 9272 9300 9208 9244 9284 9320 9216 7425 9248 9304 7400 9276 9212 9390 7419 7418 9416 SSSS WIRE WIRE 184 DIRECT-BURY SSSS DIRECT-BURY EXISTING EXISTING 9280 9316 7390 SSSS 7390 7390 9308 9013 9189 9181 9163914591339115910991059097 9199 9055 9207 (TYP.) 7384 9225 (2)#6 & #10 GND (2)#6 & #10 GND(2)#6 & #10 GND TO REMAIN, TYP. TO REMAIN, TYP. 1.5" NMC 1.5" NMC1.5" NMC EXISTING LIGHT POINT (TYP.)EXISTING LIGHT POINT (TYP.) REPLACE FEED REPLACE FEED 7366 1098765 7 7375 9108 7348 9196 9136 9118 9176 9156 9200 9056 9102 7337 9192 92287332 9110 9204 9116 9188