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ITEM 4.1 2018 Street Renewal Project 18-022018 OTSEGO STREET RENEWAL PROJECT 96TH STREET, OHLAND AVENUE, AND MISSISSIPPI SHORES 1ST -8TH ADDITION CONSTRUCTION PLANS FOR STREET IMPROVEMENTS CITY PROJECT N0. 18-02 GOVERNING SPECIFICATIONS THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. ALL REQUIREMENTS OF THE PROJECT MANUAL FOR THE 2018 STREET RENEWAL PROJECT, 96TH STREET, OHLAND AVENUE, AND MISSISSIPPI SHORES 1ST -8TH ADDITION (CITY PROJECT NO. 18-02). ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, INCLUDING THE LATEST EDITION FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. SHEET INDEX THIS PLAN CONTAINS 35 SHEETS (INCLUDING CROSS SECTIONS) �I SHEET NO. DESCRIPTION Q PROJECT 1 TITLE SHEET 2 MISSISSIPPI RIVER QUANTITIES AND NOTES I w 3 TYPICAL SECTIONS I 4 CULVERT SCHEDULE & DETAILS -- ---- --- ----- �RE�--- __-- , __-- w ----------- LOCATION 5-28 PLAN SHEETS S > 29-31 STRIPING PLAN X1—X4 CROSS SECTIONS TI l% 1000 0 I 500 1000 SCALE IN FEET Hakanson Anderson - 1 - W. -w WRIGHT COUNTY, MINNESOTA to Ogeffo TY OF t MINNESOTA I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. 26052 DATE 3/7/18 RONALD J. WAGNER, P.E. APPROVED: CITY OF OTSEGO ENGINEER DATE I REVISION 1 SHEET 1 OF 31 SHEETS OT392-2018 4) R T ITEM NO. Mn/DOT SPEC. NO. ITEM DESCRIPTION ESTIMATED QUANTITY UNIT 1 2021.501 MOBILIZATION 1 LS 2 2104.501 REMOVE METAL CULVERT 1514 LF 3 2104.505 REMOVE BITUMINOUS PAVEMENT (DRIVEWAYS) 333 SY 4 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) 4186 LF 5 2112.501 SUBGRADE PREPARATION 54 RDST 6 2211.501 CL 5 AGGREGATE (DRIVEWAYS) 74 TON 7 2211.506 SALVAGE AGGREGATE RECLAIM TO STOCKPILE 9297 CY 8 2215.501 FULL DEPTH RECLAMATION (P) 79868 SY 9 2232.501 MILL BITUMINOUS SURFACE (1.5") 196 SY 10 2357.502 BITUMINOUS MATERIAL FOR TACK COAT 4330 GAL 11 2360.501 TYPE SP 9.5 WEARING COURSE MIXTURE (2,C) 7306 TON 12 2360.502 TYPE SP 12.5 NON WEAR COURSE MIXTURE (2,C) 9741 TON 13 2540.602 RELOCATE MAIL BOX SUPPORT 25 EA 14 2563.601 TRAFFIC CONTROL 1 LS 15 2573.530 CULVERT INLET PROTECTION 26 EA 16 2574.525 PULVERIZED TOPSOIL BORROW (LV) 556 CY 17 2575.555 TURF ESTABLISHMENT (Hydro Seed) 4 ACRE 18 2582.502 4" DOUBLE SOLID LINE YELLOW - PAINT 6481 LF 19 2582.502 24" STOP LINE WHITE - PAINT 221 LF 20 2501.511 12" RC PIPE CULVERT CL V 49 LF 21 2501.511 15" RC PIPE CULVERT CL V 198 LF 22 2501.511 18" RC PIPE CULVERT CL V 272 LF 23 2501.511 21" RC PIPE CULVERT CL III 82 LF 24 2501.511 24" RC PIPE CULVERT CL 111 593 LF 25 2501.515 12" RC PIPE APRON 2 EA 26 2501.515 15" RC PIPE APRON 8 EA 27 2501.515 18" RC PIPE APRON 14 EA 28 2501.515 21" RC PIPE APRON 4 EA 29 2501.515 24" RC PIPE APRON 24 EA 30 2501.602 TRASH GUARD FOR 24" PIPE APRON 24 EA REFERENCE NOTES: 1� SEE SHEET 2 TYPICAL SECTIONS FOR DETAILS AND THICKNESSES. © RECLAIM MATERIAL SHALL HAVE 100% PASSING THE 2 INCH SIEVE. ALL CULVERT PIPE SHALL BE TIED, INCLUDING APRONS. PIPE PAY LENGTHS DO NOT INCLUDE FLARED END SECTIONS. ® SAW CUT LINES ACROSS DRIVEWAYS SHALL BE STRAIGHT, THE MILLED EDGE IS NOT AN ACCEPTABLE EDGE. 0 METAL CULVERTS TO BECOME PROPERTY OF & DISPOSED OF BY THE CONTRACTOR. © TACK COAT ESTIMATED AT 0.05 GAL/SY RATE OVER THE NON WEAR COURSE. NOTIFY ENGINEER IF THE RATE NEEDS TO BE ADJUSTED. 0 TRASH GUARDS ARE REQUIRED ON ALL APRONS 24" AND LARGER. ® SEEDING AREA ASSUMES RESTORATION OF A 20'x20' AREA AT EACH END OF CULVERT CROSSINGS. EXCESS RECLAIM MATERIAL SHALL BE SALVAGED & HAULED OFF SITE TO A LOCATION DETERMINED BY THE CITY. THIS LOCATION WILL BE LESS THAN 1 MILE FROM THE INTERSECTION OF C.S.A.H. 39 AND C.S.A.H. 42 OR BEHIND OTSEGO PUBLIC WORKS LOCATED AT 13400 90TH STREET. CONSTRUCTION AND SOILS NOTES A. THE ROAD MAY NOT BE CLOSED TO THROUGH TRAFFIC EXCEPT FOR CULVERT REPLACEMENTS. EACH CULVERT REPLACEMENT MUST BE COMPLETED IN ONE DAY. ONCE CONSTRUCTION HAS STARTED WORK SHALL CONTINUE UNTIL ALL WORK IS COMPLETE INCLUDING PAVING, SHOULDERING, FINAL GRADING AND TURF ESTABLISHMENT SO AS TO MINIMIZE THE DURATION OF THE ROAD CONSTRUCTION. B. WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE ASPHALT DRIVEWAY PAVEMENT CUT VERTICALLY TO THE BOTTOM OF INPLACE SURFACING OR TOP OF GRADING SUBGRADE WHICHEVER IS DEEPER AT A 1(V):2(H) TO THE BOTTOM OF EXCAVATION. C. PROVIDE A SAW CUT WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE STREET PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. MILL ALONG JOINTS, MINIMUM 18" WIDE, TO STAGGER JOINTS PRIOR TO PLACING WEAR COURSE. D. CONCRETE ITEMS REMOVED OR DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED IN ACCORDANCE WITH Mn/DOT SPEC. 2104.3. E. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES AND BETWEEN BITUMINOUS AND CONCRETE SURFACES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.05 GAL/SY BETWEEN BITUMINOUS LAYERS. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS (AS SUPPLIED FROM THE REFINERY) OR MC AND RC LIQUID ASPHALTS. THE ASPHALT EMULSION MAY BE FURTHER DILUTED IN THE FIELD IN ACCORDANCE WITH SPEC. 2357. F. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. G. ALL COMPACTION SHALL BE BY THE SPECIFIED DENSITY METHOD. NUCLEAR DENSITY TEST SHALL BE ALLOWED EXCEPT WHEN TESTING THE RECLAIM AGGREGATE BASE. THE RECLAIM AGGREGATE BASE SHALL BE TESTING USING THE DPC METHOD. H. EROSION CONTROL SHALL CONFORM TO THE Mn/DOT EROSION CONTROL HANDBOOK. EROSION CONTROL PROPOSED BIOROLL PROPOSED EROSION CONTROL BLANKET PROPOSED MACHINE SLICED SILT FENCE 0 PROPOSED INLET PROTECTION PROPOSED STABILIZED CONSTRUCTION EXIT PROPOSED ARTICULATED BLOCK TEMPORARY EASEMENT PERMANENT EASEMENT GRADING soo EXISTING INDEX CONTOUR 19a EXISTING CONTOUR —.0—PROPOSED INDEX CONTOUR —798— PROPOSED CONTOUR 877.0~X PROPOSED SPOT ELEVATION sat.00 PROPOSED CENTERLINE SPOT ELEVATION 1.2% PROPOSED DRAINAGE FLOW E.O.F. EMERGENCY OVERFLOW 930.0 ==:> PROPOSED DRAINAGE ARROW STREETS — o o ❑ RIGHT–OF–WAY ROAD/DRAINAGE & UTILITY EASEMENT UNDERGROUND ELECTRIC OVERHEAD ELECTRIC GAS MAIN TELEPHONE DELINEATED WETLAND UTILITY PEDESTALS TREE LINE DECIDUOUS AND CONIFEROUS TREES UTILITY POLE GUY WIRE FENCE SIGN EXISTING STORM SEWER FdL EXISTING CATCH BASIN EXISTING BITUMINOUS CURB SOIL BORING/PAVEMENT CORE LOCATION BASIS OF ESTIMATED QUANTITIES AGGREGATE BASE CLASS 5 MOD 135 Jibs/ft3 NON WEARING BITUMINOUS COURSE MIXTURE 150 Ibs/W WEARING COURSE BITUMINOUS MIXTURE 150 Ibs/ft3 BITUMINOUS MATERIAL FOR TACK COAT 0.1 Gal/yd2 SEED MIXTURE 25-151 (residential) 120 Ibs/acre UAIL KLVIJIUN I hereby certlty that this plan, specnication, or report wa NESIGN❑AY: xi prepared by me or undery direct supervision and that was Hakansan Anderson TY OF QUANTITIES AND NOTES a duly Licensed Profe/ss'�al Engineer under the laws BML Ot§effo or me stateaoAnwNaY: Civil Engineers and Land Surveyors3601 Thurston Ave., Anoka, Minnesota 55303 2018 STREET RENEWAL PROJECT[�bp N¢cHEoaY 763-427-5860 FAX 763-427-0520CITY OF OTSEGO MINNESOTA Date 3/7/18 Lic. No. 26052 RJW www.hakanson–anderson.com MINNESOTA 66' Q2 w 12' 12' w z z J J > r ♦— H D: a' a 1 S 1 a �' i Of REFERENCE NOTE: a a 11) EXISTING SLOPE VARIES FROM 1.5%-3.5%. 4:1 4:1 Q2 80' ROW WIDTH ALONG OHLAND AVENUE. 3 1/2" EXISTING BITUMINOUS 4" EXISTING GRAVEL BASE EXISTING SUBGRADE EXISTING TYPICAL SECTION (11.88 G.E.) NO SCALE 66' Q2 w 12' 12' w Z z Lj J J r r a: a O A \ VI S 1 0 X X V� \�\\yX ` `---_A\\\\\\\ of (L \--FULL DEPTH RECLAIM (8" THICK). SALVAGE 4" OF RECLAMATION (SALVAGE DEPTH VARIES BETWEEN 4.75" AT EDGE AND 3.25" AT CL. PAID AS PLANNED QUANTITY) REMOVAL TYPICAL SECTION EXISTING SUBGRADE NO SCALE 66'(2) ILLI 12' 12' z J r H o TOPSOIL & SEED IL SHOULDER 3.00y� O' IL ,iLXX`<Xk ;LXX' `yY�'�k IL TOPSOIL & SEED SHOULDER 1 1/2" TYPE SP 9.5 WEARING COURSE MIXTURE (SPWEA240C) 2" TYPE SP 12.5 NON WEAR COURSE MIXTURE (SPNWB230C) 5 RECLAIM MATERIAL (DEPTH VARIES BETWEEN 4.5" AT EDGE AND 6" AT CL) EXISTING SUBGRADE PROPOSED TYPICAL SECTION (12.38 G.E.) NO SCALE DATE REVISION I hereby certify that this plan, specification, or report wasDESIGNED BY: SHEET prepared by me or ander my direct supervision and that l BML TY OF TYPICAL SECTIONS a duly Licensed Professio a1 Engineer under the laws Hakansan Anderson - 3 or me stattate�es. GU DRAWN BY Civil Engineers and Land Surveyors ", Ot§eao OF CPS 3601 Thurston Ave., Anoka, Minnesota 55303 2018 STREET RENEWAL PROJECT CHECKED BY 763-427-5860 FAX 763-427-0520 y=°� 31 Date 3/� Lic. No. 26052 RJW www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA SHEETS Y OTAa9-9018 PROPOSED CENTERLINE CULVERT SUMMARY STRUCTURE NO. FROM TO INVERT %SLOPE STRUCTURE LOCATION 12" RCP 15" RCP 18" RCP 21" RCP 24" RCP 12" RCP FES 15" RCP FES 18" RCP FES 21" RCP FES 24" RCP FES STREET STATION OFFSET LF LF LF LF LF EA EA EA EA EA 1 2 868.81 0.432 42+63 19.7' 96TH STREET 42+51 21.6' 44 2 2 DITCH 868.62 3 4871.23 0.077 96TH STREET 22+43 22.3' 22+46 23.6' 52 2 4 DITCH 871.19 5 6 866.16 1'029 12+41 41.2' 96TH STREET 12+27 30.6' 68 2 6 DITCH 865.46 7 8 877.53 0.583 OHLAND 13+41 1 21.5' AVENUE 13+33 40.9' 60 2 8 DITCH 877.18 11 12 878.01 0.886 92ND STREET 0+48 20.9' (WEST) 0+47 23.0' 44 2 12 DITCH 877.62 13 14 872.24 0.400 PACKARD 0+39 26.6' AVENUE 0+42 26.8' 60 2 14 DITCH 872.00 15 16 872.30 2.885 PADGETT 0+27 24.8' AVENUE 0+28 24.0' 52 2 16 DITCH 870.80 17 18 872.56 1.117 93RD CIRCLE 0+31 28.4' (WEST)0+31 30.2' 60 2 18 DITCH 871,89 19 20 867.64 0' 633 92ND STREET 14+12 28.6' (WEST) 14+29 27.9' 60 2 20 DITCH 867.26 21 22 870.23 0.442 5+51 24.4' PAGE AVENUE 5+51 26.7' 52 2 22 DITCH 870.00 23 24 872.89 0.567 PAGE AVENUE 0+42 25.4' 0+41 31.7' 60 2 24 DITCH 872.55 25 1 26 871.55 1.117 92ND STREET 0+29 32.6' EAS 0+38 27.7' 60 2 26 DITCH 870.88 27 28 872.31 0.288 92ND STREET 16+54 26.0' 92ND 16+52 24.4' 52 2 28 DITCH 872.16 29 30 871.66 0.591 0+34 18.6' PAGE AVENUE a,33 241, 44 2 30 DITCH g71,g0 31 32 874.40 0.900 16+19 21.8' 93RD STREET 16+19 24.6' 60 2 32 DITCH 873.86 33 34 871.78 0.942 0+34 25.4' PARK AVENUE 0+25 244, 52 2 34 DITCH 871,28 35 36 871.42 0.212 0+41 22.7 95TH STREET 0+44 23.8' 52 2 36 DITCH 871.31 37 38 864.65 1.420 17+57 14.9' 94TH STREET 17+61 83.0' 100 2 38 DITCH 863.24 39 40 867.67 0.333 23+90 34.2' 94TH STREET 23+89 31 9' 60 2 40 DITCH 867.47 41 42 865.04 0.455 93RD CIRCLE 4+84 21.7' EAS 4+85 24.7' 44 2 42 DITCH 864.84 43 44 868.18 0.7-35 93RD CIRCLE 0+36 35.0' (EAST) 0+35 33.5' 68 2 44 DITCH 867.68 45 46 1 865.43 1000 PARKINGTON 0+25 19.0' CIRCLE 0+37 31.6' 52 2 46 DITCH 864.91 47 48 874.06 1038 PARELL 0+43 25.5' CIRCLE 0+42 24.0' 52 2 48 DITCH 873.52 51 52 870.05 0.955 PADGETT 9+91 20.4' AVENUE 9+92 1 21.0' 44 2 52 DITCH 869.63 53 54 865.93 0.309 14+45 32.6' 95TH STREET 14+48 35.5' 68 2 54 DITCH 865.72 55 56 876.59 0.827 OHLAND 20+97 21.3' AVENUE 21+26 22.1' 52 2 56 DITCH 876.16 LU15 J IKttI Kt:NtWAL IU IALb TA 2 1 R 3 BITUMINOUS APRON ALONG a GRAVEL DRIVEWAY PLAN Lt NU IN bU Z4U :S4b IU4 yZU PAY LENGTH 48 192 264 80 576 ROW E BITUMINOUS BACK TO CONCRETE DRIVEWAY OR ROW, WHICHEVER IS CLOSEST TO EDGE OF ROADWAY. BITUMINOUS APRONI Z b l4 4 Z4 REFERENCE NOTES: 10 MATCH EXISTING TYPE & THICKNESS, MINIMUM 4" THICK. 20 GRAVEL DRIVEWAY SHALL BE BACK -DRAGGED PRIOR TO PAVING. ONCE PAVING HAS OCCURRED, BACK -DRAGGED DRIVEWAY GRAVEL SHALL BE REPLACED AND ANY NEEDED EXTRA DRIVEWAY GRAVEL SHALL BE INSTALLED. `-t- SAW CUT BITUMINOUS CONCRETE DRIVEWAY ITUMINOUS DRIVEWAIY DRIVEWAY VARIES VARIES ROW ROW ROW ROW 4 BITUMINOUS APRON ALONG 5 BITUMINOUS APRON ALONG a CONCRETE DRIVEWAY a BITUMINOUS DRIVEWAY I hereby certify that this plan specification, or report wasDESIGNED BY: prepared by me or under my direct supervision and that l ngineer BML Hakanson Anderson ofa duly Licensed Professsio�al Eunder the laws the State aGU DRAWN BY. Civil Engineers and Land Surveyors CPS 3601 Thurston Ave., Anoka, Minnesota 55303 GN CHECKED ED 763-427-5860 FAX 763-427-0520 Date? Lic. No. 26052 RJW www.hakanson-anderson.com EME ON FILTER FABRIC BETWEEN LAYERS 1 CULVERT INLET PROTECTOR 4 2"0 0000000000 00000000000 �y 00000000000 V t2 3 0 00000000000 DRIVEWAY VARIES A� 2 FT. BITUMINOUS ❑M APRON 10 FT. 8 FT. 8 FT. 10 FT. 2 FT. TOPSOIL NUMBER 6" TO 12" MIN. 24" v MIN. 36" CLEARANCE DESIGN ROADWAY WIDTH 2' PAVED PULLOUT TOPSOIL SECTION A -A PAVEMENT WIDENING @ GRAVEL DRIVEWAYS 4 AND MAILBOXES NO SCALE Ot§ego°F DETAILS SHEET 4 OF 2018 STREET RENEWAL PROJECT 31 CITY OF OTSEGO, MINNESOTA SHEETS 0TAA9-9018 0) p FULL DEPTH RECLAIM M �Y J � �Y Y 1 � yn V! 2 to Cf�. W 14 SY MILL 81 LF SAW CUT / m 12 SY MILL TRAIL 0 Op 7+00 8+00 - - 9+00 6+00 5+00 OHLAND AVEN E 4+00 +00 3+00 2+00 1. vN __________ —«_ _ 16 LF SAW CUT N o m BITUMINOUS � N CONCRETE z m 484AW CUT CP CULVERT TO REMAIN IN m PLACE c SHAWN P & LORI R KRIEGSHAUSER z RICK E & JANICE L OSTROM c 30 0 30 60 9124-30 9166-30 (^ i SCALE REFERENCE NOTES: 1Q SEE SHEET 3 FOR TYPICAL SECTION ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT o DRIVEWAYS AND MAILBOXES. SY MILL „tet 2 ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE z LOCATION OF EACH CULVERT APRON. y O m 15+00 N Z 1g+00 v 12 SY MILL 0 xe�0°°z p4 0 m 84 LF SAW CUT x0 0 TRAIL 3kp0 •{/��, � — — � 9+00 — 10+00 11+00 12+00 64 LF R MOVE METAL CULVERT 80 LF SAW CUT � x 17 LF SAW CUT m 30 0 30 40 �c CULVERT TO REMAIN 22 LF SAW CUT SCALE IN FT. ITUMINOUS IN PLACE BITUMINOUS 23 LF S W CUT BITUMINOUS a DAVID THIELEN c JON R & KATIE E RAIVALA GERAD MOLSTAD JOHN B & DAWN M ASPINWALL 14953-30 G 9250-30 9284-30 9318-30 DATE REVISION I hereby certify that this plan, specification, or report was DEADNED BY: SHEET prepared by me or under my direct supervision and that I BML Hakanson Anderson TY OF OHLAND AVENUE of a duly Licensed Professional Engineer under the laws Ot§ego �J of the State of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 4:9.AL J. WAGNER, P.E. cNEaEDar: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date3 7 20 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA s EETs OT392-2018 REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. ROBERT J & LYNETTE E SKURKA ® EDGE OF FINISHED ROADWAY TO RECEIVE 14956-30 TOPSOIL TAPERING TO EXISTING GROUND. PHILLIP & THERESA WHITEFORD Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT 15008-30 DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF 29 LF SAW CUT ROADWAY EDGE AND A 20'X20' AREA AT THE BITUMINOUS BITUMINOUS LOCATION OF EACH CULVERT APRON. 23 LF SAW CUT \Rp\\ 19+00 20+00 0 FFs ss 18x0 --- / 21,00 BITUMINOUS REMOVE METAL 0 OCRFti M/H��S CULVER FFsss ��, 1+3 0 �26 LF SAW CUT cF o� BITUMINOUS 26 LF SAW CUT �x LYLE R JORGENSEN TRUST 14979-30 30 0 30 60 SCALE IN FT. 00 / DFULL DEPTH RECLAIM LOREN J & PAULINE K STASSEN 15016-30 GREGORY A DALEIDEN 15052-30 CONCRETE ass, ;aRA VF( 1 x 0018'a CMP2 G/ \ 2+00 BITUMINOUS GREGORY A THOMAS 15019-30 GRA�F� 3+0(1 UAIL NLVISIUN I hereby cernty that this pian, specmcanon, or report was DESIGNED BY: - OHLAN� AVENUE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF oat a duly Licensed Professional Engineer under the laws Ot§ego 6 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601763uston A 60 Anoka, M14nesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.NoE. . 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA s 3Ers Date Lic. OT392-2018 LOREN J & PAULINE K STASSEN PAUL W PEARSON REV TRUST & JANET V 15016-30 5016-30 PEARSON REV TRUST PI'S SB 15108-30 CONCR TE HENNICK FAMILY REV TRUST kpo 11 9 27+00 GREGORY A DALEIDEN 15084-30 ° °° 15052-30 eSss ' 1+3 CONCRETE - 8k GRq f GR f 7."00-� ,a• SMP C q V"4 IE -as az GRq PfC BITUMINOUS 2+00 25 LF SAW CUT 19 LF SAW CUT 6+00 3+00 BITUMINOUS 4+00 5+00 GRgV fC GREGORY A THOMAS 15019-30 »"+x_ M CYRIL 1 MONSE GRq P fC GRq i fC HEATHER LTOWNSEND ---- 15 145-30 CONCRETE 15053-30 DANIEL E& MARRLENE M RUNYON / TODD L& NICOLE A KALEVIK 1 5 1 0/ — 3 0 30 0 30 60 15083-30 SCALE IN FT. CHRISTINA D CUNNINGHAM o MICHAEL S & VICKI L DANIELSON ARON L & ZONJA A MATUSHENKO S 15198-30 15216-30 15174-30 0 CURTIS A& JULIE L PALM EDWARD H STIEG o 15156-30 1 10 SY MILL BITUMINOUS GRAVEL 15240-30 cis s � a E,e�^ane s e„- BITUMIN&S 14+00 JAN DE 15+00 1 51 3 -3 , 3+p� GRAVEL CONCR bxoo DE IS & DEBRA J MCCOY 12+p0 260-30 SST LONG +00 60 LF SAW CUT FULL DEPTH RECLAIM � CONCR r f OGS -- 10+0 REFERENCE NOTES: °° 10 SEE SHEET 3 FOR TYPICAL SECTION. - - 9+00D StR t 0 96tH EE 73 LF REMOVE METAL ® EDGE OF FINISHED ROADWAY TO RECEIVE s o F00 CULVERT TOPSOIL TAPERING TO EXISTING GROUND. Ra © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO (^ MATCH PERVIOUS BUMPOUT LOCATIONS AT V I 2. DRIVEWAYS AND MAILBOXES. as 96 m \. ® SEEDING AREA INCLUDES TOPSOILING OF coa ST 00 ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. o + Z a� ,a O C 30 0 30 60 N O SCALE IN X DATE REVISION I hereby certify that this plan, specification, or report was DEMO 96TH STREET s"EEr prepared by me or under my direct supervision and thaf I BML Hakanson Anderson TY OF om a duly Licensed Professional Engineer under the laws Ot§ego 7 of the stole of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cEEacEBY: 3601763-427-5860 FAXrston Ave., k763-427-0520ota 5303 MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 260--�U 0 TF. BST ©-SEE SHEET 3 FOR TYPICAL SECTION. MAX C & MONICA E FARRAND - - - 114,,Y OGS � FULL DEPTH RECLAIM 15364-30 15382-30 © EDGE OF FINISHED ROADWAY TO RECEIVE z 19 LF SAW CUT >X OLSON TOPSOIL TAPERING TO EXISTING GROUND. 00 PETER A HANSEN &HEATHER PETER 00 19 LF SAW CUT o , \ Vv 15352-30 SAW CUT BITUMINOUS __--- --— - GARY & MARICELA ANDERSON 27+ 26+0 a 7T -)WARD C & DEBRA A SHELLUM 15302-30 as 9sr 'a X00 IJV 15332-30 N 0 DRIVEWAYS AND DRIVEWAYS. FFT BITUMINOUS GRAVEL n \/ R ® SEEDING AREA INCLUDES TOPSOILING OF BITUMINOUS VSs �\ 23 LF SAW CUT 9x00 30 BITUMINOUS V~ 23+0 o � 22 LF SAW CUT 0 %,A 961 0 20 22+00 IN FT. 21 LF SAW CUT REFERENCE NOTES: O Q0 0 21+00 ©-SEE SHEET 3 FOR TYPICAL SECTION. c% y © EDGE OF FINISHED ROADWAY TO RECEIVE z 19 LF SAW CUT PS Q TOPSOIL TAPERING TO EXISTING GROUND. , \ Vv a BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT IJV M r N 0 DRIVEWAYS AND DRIVEWAYS. 46 LF REMOVE METAL —c Ar n \/ R ® SEEDING AREA INCLUDES TOPSOILING OF CULVERT RFs �\ ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. 30 0 30 so V~ o 0 SCALE IN FT. } NEAL A & KARLA M THOMPSON WILLIAM D CARLSON BY KILBY ROBERTJ 15454-30 JOHN A P TERSON JOHN T &PAMELA A BONHAM & BILLIE E EVENSON 15428 - 3 0 1548 30 155 6-30 15406-30 15534-30 22 LF SAW CUT CONCRETE BITUMINOUS CONCRETE BITUMINOUS BITUMINOUS 21 LF SAW CUT ---- - -- BITUMINOUS 29+00 30+00 31+00 -- 23 LF SAW CUT 29 LF SAW CUT S 28+00 32+00 --- - 33+00 34+00 27+00 35+00 21 LF SAW CUT 23 LF SAW CUT o BITUMINOUS 20 LF SAW CUT ,\ o BITUMINOUS GRPVE� s ANGEL G RAMIREZ EVIN KEMNA & DEBORAH 2 TIMOTHY D & MARY C BOERGER MUNSON 15445- o �q Y z 30 15515-30 ON s 15479-30 D 30 0 30 60 O t SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was )MED BY: 96TH STREET SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF am a duly Licensed Professional Engineer under the laws Ot§ego of the stole of Minnesota. SPAWN BY: CMI Engineers and Land Surveyors of cNEaESFBM 3601Thurston A 60 Anoka, Minnesota 05303 MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 GREGORY HEIN 15562-30 GRAVEL 0 36+oo 0 0 96TH STREET 37+00 z Ld a - z 1 W CUT BITUMINOUS z of of a 0 o MARK J & AMY L LUCHT 1 5571-30 DAN VALERIUS & STEPHANIE BAUER 15650-30 GRP�E� 42+00 0 5 h� k� HAWKINSON JAMES R & BETH M 15596-30 GRAVEL 38+00 CAROL WEBBER "AE N ERI & SHANE CORROVV 15622-30 QER 1565- 15656_55 5C)-30 FES 2 GRAVEL BITUMINOUS 42+00 43+00 - - ----------- -- -- - BITUMINOUS 4400 41+00 20 LF SAW CUT 40+00 =P-53 39+00 FES t 44 LF REMOVE METAL RA EL 5683-55 GRAVEL CULVERT BITUMINOUS BODOFSTEINKE 15/ �STEVE MOELLER & KATHRYN MCMANUS 14 LF SAW CUT RICHARD MOREHOUSE GREGO, 1560 - 15643-30 � SHANE L CORROW 15686-30 32 LF SAW CUT BITUMINOUS FES 2 44+00 43+00 Ton Plye=e70.53 cuP GRAVEL z FES 11 57 / 3-30 > L a 114 LF SAW CUT 15683-30 N GREGORY S & ARLENE OLSEN it a a BODO F STEINKE 30 0 30 60 SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DEMO 96TH STREET S"EEr prepared by ce or under my direct supervision and that BML Hakanson Anderson TY OF of a duly Licensed Professional Engineer under the laws Ot§ego 9 of the stole of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of cEEaEaFBM 3601763-427-5860 FAXrston Ave., k763-427-0520ota 5303 MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHE ETs Date Lic. No. OT392-2018 REFERENCE NOTES: ARY M & BARBARA A CLAUSON FULL DEPTH RECLAIM 0 SEE SHEET 3 FOR TYPICAL SECTION. N ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT 15722-30 DRIVEWAYS AND MAILBOXES. Q ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE 18 LF SAW CUT BITUMINOUS LOCATION OF EACH CULVERT APRON. / n° V 1 TOP PIPE 134 b 0 11 2090 45+00 46+00 N '19 SY MILL 4E+89 x a W 18 LF SAW CUT BITUMINOUS GRAVEL z FES 11 57 / 3-30 > L a 114 LF SAW CUT 15683-30 N GREGORY S & ARLENE OLSEN it a a BODO F STEINKE 30 0 30 60 SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DEMO 96TH STREET S"EEr prepared by ce or under my direct supervision and that BML Hakanson Anderson TY OF of a duly Licensed Professional Engineer under the laws Ot§ego 9 of the stole of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of cEEaEaFBM 3601763-427-5860 FAXrston Ave., k763-427-0520ota 5303 MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHE ETs Date Lic. No. OT392-2018 DFULL DEPTH RECLAIM CHARLES J & JENNIFER S DALEIDEN RONALD J & MARY E SURDYNSKI CHARLES &MELISSA BURKE LEE A ALLENSON co 14976-30 150 1 6-30 15046-30 1 5 0 7 4_ 0 JAMES G SUSAN SVARDAHL 151 4-30 FES 12 BITUMINOUS BITUMINOUS 26 LF S W CUT CONCRETE BITUMINOUS 44 LF REMOVE MET ONCRETE CULVERT 28 LF SAW CUT -----------_ 0 29 LF SAW CUT cur T�+•43t a�,WP2 0 + 92ND STREET - - - - - - - w 92ND STREET a' >1556 Q QIP T p 6]6.. BJ5.54 15 CNP TOP xu n Za J FES 11 BITUMINOUS RAVEL = w 19 LF SAW CUT a CONCRETE REFERENCE NOTES: JAMES R 1 & DARLAJ 1Q SEE SHEET 3 FOR TYPICAL SECTION. RODNEY P & GINA M ELVINE MOURNIN ® EDGE OF FINISHED ROADWAY TO RECEIVE o 3-30 Z — 3 0 TOPSOIL TAPERING TO EXISTING GROUND. + 1,5073-30 5 0 7 3 3 0 1 J + MARK 1 & LAURA L ORWOLL 01 © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO LO MATCH PERVIOUS BUMPOUT LOCATIONS AT 14963-30 DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF 30 0 30 0 ROADWAY EDGE AND A 20'X20' AREA AT THE N LOCATION OF EACH CULVERT APRON. _ Q SCALE IN 2 Q / Oa I ROY A WILLERT & HOLLY R O'NEIL Ll V 0 DOUGLAS B & BARBARA J RODEN 0) JAMES G & SUSAN SVARDAHL 15132-30 +O 9228-30 FES 19 59 LF REMOVE METAL CULVERT Off' 1 5 4 — 3 0 30 0 30 60 I Z SCALE IN FT. BITUMINOUS -- - BITUMINOUS o 21 LF SAW CUT FES 30 21 LF SAW CUT FES 15a FES 16 88283 GMP I,yp 1aP 91` > x' cu 9?pyo < T`b STREET 92ND STREET 0 0 ,per 0 aZ ,rJ /0 0+ 0 cwP mP -ft� B�t.i FES 20 741 x aPTOP �e 15229-30 CONCRETE ss B, COP �, � 29 LF SAW CUT 9C RAVELF t 6 LF saw CUT BITUMINOUS JERRID MULLIGAN & MICHELLA MEYER yG BITUMINOUS Fy JAMES R JP & DARLA J DONAVAN G & BECK] M TUTTLE 1 MOURNIN KENNETH M MARTINI 151 3-30 15144-30 15189-30 DATE REVISION I hereby certify that this plan, specification, or report was DESICNEO BY: SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF 92ND STREET (WEST) om a duly Licensed Professional Engineer under the laws Ot§ego 10 of the stole of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. cNEacDBr: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date -3/2 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 STEPHAN V GOOD p 16 SY ILL 9051-30 Y 10 LF SAW CUT GAY / m m 54 LF REMOVE METAL CULVERT Of 0 CONCRETE 7+00 4 2+00 m rn ToP W b as TOP Ruin G7 A D G JASON E & ABIGAIL L EBNER 9046-30 AARON HANSEN & DANNAH HANSON 9085-30 BITUMINOUS 19 LF SAW CUT 0 4+00 0 3+00 AVENUE PACKARD �i n A rn 0 DORENE K KLINE SHIRLEY A FICKLING 9117-30 9145-30 5+00 CONCRETE 7+00 ANDREW HOFFMAN & LINDSAY VANDERPLAATS 9179-30 BITUMINOUS 18 LF SAW CUT 8+00 9+00 PACKARD A O 0 0 Ip Z D 30 0 30 60 CA m SCALE IN FT. O r rn m FULL DEPTH RECLAIM REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. LIAIL RLVIJIUN I nereby certity Mat this Pian, specs, station, or report wasDESIGNED BY: PACKARD AVENUE XSIFITI prepared by me or under my direct supervision and that l BML - Hakanson Anderson OF a duly Licensed Professional Engineer under the laws tkgo 01 the state of Minnesota. DRAWN BY: Civil Engineers and Land SurveyorsSFBM 3601 Thurston Ave., Anoka, Minnesota 55303AL J. WAGNER, P.E.CNECNEDBY 763-427-5860 FAX 763-427-0520 100 MISSISSIPPI SHORES RECLAMATIONDate 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA OT392-2018 w z IY Y W w Cr O 0 ALLEN R & JUDITH A BEDNAREK 15092-30 21 LF SAW CUT BITUMINOUS 21 1+00 I 915 CIRCLE GEOFFREY REED & SARA CARTER 15128-30 3+00 GRAVEL — 18 LF SAW CUT BITUMINOUS LOR & HOUA THAO YANG 4 15152-30 IL 0 Ln � a GRAVEL Z a Ln z W 18 LF SAW CUT w Q 0 m 0- 1: BITUMINOUS o� z DENNUS W & SUZANNE LENTZ y ` 66 15101-30 ANTHONY R TAPLIN & JESSICA A THEEL Z W O 30 0 30 0 -3015131 Ar ALLEN R & JUDITH A BEDNAREK 15092-30 21 LF SAW CUT BITUMINOUS 21 1+00 I 915 CIRCLE GEOFFREY REED & SARA CARTER 15128-30 3+00 GRAVEL — 18 LF SAW CUT BITUMINOUS LOR & HOUA THAO YANG 4 15152-30 UAIL KLVISIUN I hereby cernty that this pian, specmcanon, or report was DESIGNED BY: - 91 ST CIRCLE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF oat a duly Licensed Professional Engineer under the laws Ot§ego '12 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 IL Ln � a GRAVEL Z z 0 Ln z e Y r a 18 LF SAW CUT Q 0 m 0- 1: BITUMINOUS N z DENNUS W & SUZANNE LENTZ y ` 66 15101-30 ANTHONY R TAPLIN & JESSICA A THEEL Z W 30 0 30 CD -3015131 SCALE N ® FULL DEPTH RECLAIM REFERENCE NOTES: 11. SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL KLVISIUN I hereby cernty that this pian, specmcanon, or report was DESIGNED BY: - 91 ST CIRCLE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF oat a duly Licensed Professional Engineer under the laws Ot§ego '12 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 GRAVEL JOHN L & SUSAN SCHOOLMEESTERS 15028-30 1. 7 30 0 SCALE IN KEVIN R & RHONDA M TOMLINSON NIKOLAS J BODIN 15050-30 15080-30 GRAVEL GRAVEL 77 7+00 6+00 5+00 GRAVEL GRAVEL LYNN M TILLESKJOR & TERRY HOWG JAMES G & SUSAN J TOWLEY 15049-30 15083-30 DAVID W & MARY S MUNSON 15110-30 GRAVEL x�-7`-� L4ERT UN W/iLl SEE SHEET 3 FOR TYPICAL SECTION. 4+00 I EDGE OF FINISHED ROADWAY TO RECEIVE GRAVEL MICHAEL A & DOROTHY BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO K FOSTER 15117-30 MATCH PERVIOUS BUMPOUT LOCATIONS AT TERESA M GADACH 15140-30 GRAVEL 59 LF REMOVEMETAL CULVERT ES 1a 3+00 2+00 93 1+00 RD C/ Ctf BITUMINOUS 0 i 19 LF SAW CUT JA Q FES 17 h C� O MICHAEL R VORDERBRUGGEN 4� / 15183-30 O O x h ® FULL DEPTH RECLAIM REFERENCE NOTES: 10. SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL RLVIJIUN I nereby certify Mat this Pian, specs, station, or report wasDESIGNED BY 93RD CIRCLE WEST SHEET prepared by me or under my direcf supervision and that l BML Hakanson Anderson OF (WEST) a duly Licensed Professional Engineer under the laws tkgo '13 01 the State of Minnesota. DRAWN BY Civil Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHECKED 763-427-5860 FAX 763-427-0520 0 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 0 9+00 -� 49 LF REMOVE METAL CULVERT CONCRETE -------- — CONCRETE CONC ETE O T O N G GRP 99 COREY N CARLSON Cg 03 RICHARD M & VICTORIA L WRIGHT y 9272-30 g3g4—gg MICHAEL P JORGENSEN REV TRUS O �O 9334— -Z �1 ELLY B HINRICHS Z J lJ 30 0 30 -)366-30 SCALE IN FT. \ CHARLES R & SHARON GRUHL 6 6� o 9397-30 JOSH C SWISHER & KATHERINE A HICKS c7 9441-30 9X00 00 Oda Ty y 16x \ XO O GRAVEL y0 � '`Op GRAVEL �5k00 GRAVEL 27 LF SAW CUT O ti 12+00 13+00 BITUMINOUS GRAVEL GRAVEL 41 LF REMOVE METAL CULVERT BITUMINOUS 24 LF SAW CUT TERRY H & TERESA COLEMAN 9488-30 GREGORY C & GISELE N SCHENDEL LARRY D & CYNTHIA E BEDNAREK BRUCE E & DEBORAH L ALT 9400-30 g436-30 8466-30 30 0 30 60 / SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DMID BY: PADGETT AVENUE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF am a duly Licensed Professional Engineer under the laws Ot§ego 14 of the State of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. LIMED BY: 763-427-5860 FAX 763-427-0520 MISSISSIPPI10 SHORES RECLAMATION 31 Date 3 7 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 N� y REFERENCE NOTES: 010 SEE SHEET 3 FOR TYPICAL SECTION. \ rL i \ �v 5 ® EDGE OF FINISHED ROADWAY TO RECEIVE 0 O O TOPSOIL TAPERING TO EXISTING GROUND. + 2 ® FULL DEPTH RECLAIM m © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO f 'o ERIC M THOLE & KELLY R r MATCH PERVIOUS BUMPOUT LOCATIONS AT OHLAND DRIVEWAYS AND MAILBOXES. 9347-30N ® SEEDING AREA INCLUDES TOPSOILING OF 0 N ROADWAY EDGE AND A 20'X20' AREA AT THE 7' m +c, t° T LOCATION OF EACH CULVERT APRON. O N a a• — — — ----------------- 2+00 3+00 -______ GRAVEL 1+00 5+00 PADGETT AVENUE « GESj AVENUE rm0 pA0 -- --- --- 7+00 00 v ---------- 0 8+00 0 9+00 -� 49 LF REMOVE METAL CULVERT CONCRETE -------- — CONCRETE CONC ETE O T O N G GRP 99 COREY N CARLSON Cg 03 RICHARD M & VICTORIA L WRIGHT y 9272-30 g3g4—gg MICHAEL P JORGENSEN REV TRUS O �O 9334— -Z �1 ELLY B HINRICHS Z J lJ 30 0 30 -)366-30 SCALE IN FT. \ CHARLES R & SHARON GRUHL 6 6� o 9397-30 JOSH C SWISHER & KATHERINE A HICKS c7 9441-30 9X00 00 Oda Ty y 16x \ XO O GRAVEL y0 � '`Op GRAVEL �5k00 GRAVEL 27 LF SAW CUT O ti 12+00 13+00 BITUMINOUS GRAVEL GRAVEL 41 LF REMOVE METAL CULVERT BITUMINOUS 24 LF SAW CUT TERRY H & TERESA COLEMAN 9488-30 GREGORY C & GISELE N SCHENDEL LARRY D & CYNTHIA E BEDNAREK BRUCE E & DEBORAH L ALT 9400-30 g436-30 8466-30 30 0 30 60 / SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DMID BY: PADGETT AVENUE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF am a duly Licensed Professional Engineer under the laws Ot§ego 14 of the State of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. LIMED BY: 763-427-5860 FAX 763-427-0520 MISSISSIPPI10 SHORES RECLAMATION 31 Date 3 7 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 PATRICK & KELLY JO LAUNDERVILLE 51 LF REMOVE METAL CULVERT LAWRENCE R &DANETTA EINBERGER RAYMOND B& MARY K PFREMMER Ln RICK M & JENNIFER L JOHNSON 0 — 3 9093-30 _ JASON A & KATHRYN A WAREHIME 15230-30 GRAVE N 91 9149-30 • CONCRETE L BITUMINOUS 13 LF SAW CUT 10r -1 C' W 57 LF REMOVE METAL ___ __ 4+00 5+00 A CULVERT CONCRETE - w 3+00-3n 3AV 3D6+00 Vd o CONCRETE m 0 n _ 2+00 7+0 u --- 0 1+00 v CONCRETE x -- 8+00 g+00 N 2 CHRISTINE A DIEDERICHN o m VJ N GRAVEL 9094-30 T A SCOTT P & DEANNA L BARNETT ® 2 89 LF SAW CUT FULL DEPTH RECLAIM 9032-30 s 15 SY MILL 7� 30 0 m60 SCALE IN FT. '�o REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. tib EDGE OF FINISHED ROADWAY TO RECEIVE x TOPSOIL TAPERING TO EXISTING GROUND. 0 BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT CO Z DRIVEWAYS AND MAILBOXES. SEEDING AREA INCLUDES TOPSOILING OF �~ oROADWAY EDGE AND A 20'X20' AREA AT THE ro LOCATION OF EACH CULVERT APRON. o„ y5 00 rn w 0 CO —21 � 66 OqL n Ox /QO ry �O v N m gfoo +00 oz 3(1C13nd 3`Oda 00 'P�`1•T \\.� x 0 CD 10 / N 90 C) N cl�q _ — 17 r— m n �O O,Q M �Fp Ln BITUMINOUS h `� oo IP/1 16 LF SAW CUT oel F N-096�F J_381S d S3dOlO(]'S V ANO-_ 30 Oo 30 /60 "'A _SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: PAGE AVENUE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson OF am a duly Licensed Professional Engineer under the laws tkgo �rJ of the store of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. C10111 BY: 763-427-5860 FAX 763-427-0520 0 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 REFERENCE NOTES: / MISSY C HOPP & JOSEPH LAU LEON H & KAREN L POTRATZ1Q SEE SHEET 3 FOR TYPICAL SECTION. MICHAEL R BOSTIC EDGE 9303-30 15304-30 ® TOPSOIILF TAIP RI1NG TO ED AEDXIS TINGWAY GROUNDTO MICHAEL J KISCH JR& LAURIE LEMANCZIK 9277-30 © 9247-30 BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO to MATCH PERVIOUS BUMPOUT LOCATIONS AT ^j DAVID D R9221-30 E'SSTORFF & AMANDA L CORDER DRIVEWAYS AND MAILBOXES. o m J 2 2 1 — 3 0 GRAVEL ""5' P GRAVEL ® SEEDING AREA INCLUDES TOPSOILING OF z o ROADWAY EDGE AND A 20'X20' AREA AT THE „1 BITUMINOUS LOCATION OF EACH CULVERT APRON. -mi 19 LF SAW CUT mr BITUMINOUS 19 FULL DEPTH RECLAIM BITUMINOUS 5+00 21 LF SAW CUT PAGE AVENUE DOUGLAS H BUYSTEDT 4+00 a 20 LF SAW CUT 1 5330-30 1+00 2+0o xo I BITUMINOUS PAGE o E 21 LF SAW CUT BITUMINOUS 19 LF SAW CUT 20 LF SAW CU 23 LF SAW CUT 42 CULVERT TAL P P" "'^ BITUMINOUS T ?'o N BITUMINOUS t VIA 22 LF SAW CUT 3 0 30 60 CLINTJ WICKHAM SCALE IN Fr. RICHARD AMBERG & EDWARD P MYHR JAMIE A KIENITZ 9246-30 � 9274-30 ko `J 2 /� 6 — _7 0 BITUMINOUS o 9216-30 t + 0 N AMES W & CINDY ASHMORE LLTJ ENTERPRISES LLC APRIL D HINES REV TRUST JOHN W IBELING 15356-30 1538x`- - - 30 1541430 1544630 DENNIS & DONNA GERTGEN C��J 15476-30 28 LF SAW CUT o BITUMINOUS BITUMINOUS BITUMINOUS BITUMINOUS BITUMINO S 26 LF SAW CUT BITUMINOUS FES 31 �+ 0 19 LF SAW CUT";;' M 19 LF SAW CUT 24 LF SAW CUT 22 LF SAW CUT rcuv 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 1E 45 :T 93RD STREET .4 111111111mmill re-e>as 12- nvc iE�an,o 21 LF SAW CUT — r av c=e>a.aa 33 LF SAW CUT 24 LF SAW CUT "P I eros s a"' y 27 LF SAW CUTT s cue z J� GRAVEL BITUMINOUS GRAVEL BITUMINOUS BITUMINOUS BITUMINOUS FES 32 > � m o z 2 47 LF REMOVE METAL c CULVERT r' �+ m hJ N )UANE A & GLORIA J M LLESS 9306--7 O �T DAVID HILLER MAX W JR & JOLENE V HOPKINS 1� ROGER N PEARSON TRUST TERRY J & JACLYN A HOEL TRUST 15377-30 15407-30 15439-30 15477-30 30 0 30 60 SCALE IN Fr. DATE REVISION I hereby certify that this plan, specification, or report was DEMO BY: PAGE AVENUE -93RD STREET SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF of a duly Licensed Professional Engineer under the laws Ot§ego '16 of the State of Minnesota. DPAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHOUIDBY: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA s EErs OT392-2018 ELI FULL DEPTH RECLAIM REFERENCE NOTES: 0 SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE FES 26 MICHAEL & ASHLEY VAN EPS TOPSOIL TAPERING TO EXISTING GROUND. O © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO 15290-30 MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE 61 LF REMOVE METAL LOCATION OF EACH CULVERT APRON. 92� LVERT TERRY L & RUTH BRUNBERG S rRFFr ,x oo BITUMINOUS 15358-30 FES 26 A 20 LF SAW CUT FES 21 29 LF SAW CUT 2x 00 GRAVEL CONCRETE EUGENE E & KATHLEEN BETTINGER 15373-30 / 21 LF SAW CUT h� � FOUNo 5koo 2 .3 00 oo BITUMINOUS 4+ / NICHOLAS P MAUS I 15361-30 Io cry TY ER & GRACE BONNSTETTER 30 0 30 60 15315-30 TROY L BALL BITUMINOUS 15343-3 O SCAL IN Fr. GREGORY J & SUSAN K MAROTTECK DANIEL D WILLARD & WITNEY A SWENSON \ 1539 8— 3 0 1 5 4 2 2— 3 0 MATTHEW S& TIFFANY SUTHERLAND LYLE D & KAREN K BOESHART _ 30 1537 6-30 CONCRETE 15452 ARB_ 21 LF SAW CUT 11+00 B/TUMI�OUS JOSHUA P & CHARISSE CRAVEN Z a ,oxoo 12) 00 15486-30 p o � CONCRETE eITUMINOUS + c < O «„ > 28 LF SAW CUT m 13,00 2 Q Q 20 LF SAW C Y ��a 6/ 21 LF SAW CUT x m /� TUMlyOUs 29 LF SAW CUT �4ap0Ln lHO(ys ESz> i } - 15+00 16 79 Q 16+00 0 i 0 �CONCRETE 92ND STRE + JOHN M & DENISE IN N o HARRY R III &TRACI M STEVENSON 51 LF REMOVE METAL o 15395— �r CULVERT lb 1549-30 S2, Y SRA f( �� ERIC HACKENMUELLER z — 30 o 30 60 1,5475-30 SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DESIGNED BY: SHEET prepared by me or under my direct supervision and }net BML Hakanson Anderson TY OF 92ND STREET (EAST) of a duly Licensed Professional Engineer under the laws Ot§ego 17 of the stole of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CUIDBY: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 0 rAi 1 MARK J & JOYCE A MILLESS 9027-30 m 50 LF REMOVE METAL CULVOT � c J Z O C N aim « Y^$ 22 LF SAW CUT m 84 LF SAW CUT 14 SY MILL m � -1 C Z O C W ARTHUR A BREKKE TRUST 9032-30 JAMES H & ROBYN SEITZER 9067-30 24 LF SAW CUT LF SAW CUT 21 LF SAW CUT c 0/ Z CZ 0 N STEVEN J & KATHERINE A CARTY 9064-30 RONALD E & TONI M KARPE m 9099-30 z O c 23 LF SAW CUT\ d � C Z O c rn �rRnnnF n R nlAnlF I< I'AU 9090-30 EU FULL DEPTH RECLAIM Z O c 15 LF SAW CUT MANUAL H & FLORENCE HIRDLER 9104-30 — Z \ 30 0 30 60 �\ SCALE IN FT. REFERENCE NOTES: 1� SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL KLVIJIUN I nereby certity Mat this Pian, sP—T kation, or report wasDESIGNED BY: PARELL CIRCLE SHEET prepared by me or under my direcf supervision and that l BML Hakanson Anderson OF a duly Licensed Professional Engineer under the laws tkgo 'I8 01 the state of Minnesota. DRAWN BY Civil Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHECKEDP 763-427-5860 FAX 763-427-0520 00 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 1 Lic. No. 26052 RJW1111 www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA sHEErs OT392-2018 �oo 'lie 4�~ KEVIN RUSSEL ie 9556-30 5 51 LF REMOVE METAL CULVERT o0 �^x pqR k glrFH�f 1'`00 BITUMINOUS MARK A & MARY JEAN NY 9565-30 CHRISTOPHER & LYNN KNUTSON 9458-30 22 LF BITUMINOUS 22 LF SAW z+00 3+00 GRAVEL MICHAEL A HANSON 9535-30 RICHARD M & KATHLEEN HENSON TR 9446-30 BITUMINOUS 21 LF SAW CUT CHRISTINE A SANDUSKY REV TR GRP LARRY SHERBROOKE & MARY MCGOVERN 9474-30 TERENCE L BLANCHETTE 9492 4 � � 7 O 9518-30 J gX�� 23 LF CUT BITUMINOUS ' 24 LF SAW CUT CONCRETE keo BITUMINOUS RYAN M STMAN -__ 6+p0 9455 3 0 4+00 5+00 BITUMINOUS 19 LF CUT CONCRETE LAURA BIHRLE CONCRETE DAVID I& BRITTANY R WELCH 9469-30 � 9 4 6 9- 3 0 JASON T& SONDRA K DICKMAN 9487-30 30 0 30 60 1! 6iiiiiiii 9509-30 SCALE IN FT. SHERYLATTHEUNINCK} 9 4 2 8- 3 lJ BRUCE J& MARY A BECK TRU T MARTIN T STEELE SR m 9438-30 9416-3 z z oz 27 LF AW CUT BITUMINOUS �I r BITUMINOUS Q0 M 23 LF SAW CUT N O z BITUMIN15+00 OUS 22 LF SAW CUT 16,,00 T z rn 14+00 0 n 13+00 GRAVEL 12+00 17 LF SAW CUT xp BITUMINOUS p 1 1 +00 ies eas ------------ 9+00 0+00 _ BITUMINOUS 20 LF SAW CUT 18 LF SAW CUT �e MARK J SANDERS � 59 --- ", 25 LF SAW CUT 19 LF SAW CUT BITUMINOUS 9413-30 REFERENCE NOTES: 1Q SEE SHEET 3 FOR TYPICAL SECTION. ANDREW J & JESSICA K HEATH �RY �S GRAVEL TOPSOIL FTAPERING TOAEXIS EXISTING GROUNDS 11/ RANDY H & LINDA C MOHSEDGE FINISHED N o 9425-30 NM COLLEEN M COATES 9433-30 \ © FULL DEPTH RECLAIM © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO \ 9 �s STM�N PERVIOUS SPOLOCATIONS AT (� 4 I 1 — 3O DRIVEWAYS ANDMAI BES \ 9J `–{- 30 0 30 60 \ 30 ® SEEDING AREA INCLUDES TOPSOILING OF SCALE IN FT. ROADWAY EDGE AND A 20X20' AREA AT THE LOCATION OF EACH CULVERT APRON. DATE REVISION I hereby certify that this plan, specification, or report was M1110 BY: PARK AVENUE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson OF of a duly Licensed Professional Engineer under the laws tkgo l 9 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. cEacoar: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 100 Date 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA sHEETs OT392-2018 VER N L & LEONA M FRIE RICHARD J & DEBORAH NADEAU ANDREW VETSCH & AMANDA CRAMER SCOTT & SHEILA FARKAS 392-30 9356-30 9324-30 9298-30 298-30 KEVIN A JONES &BETTY PATENAUDE-JONES J� ' 9264-30 � 6 /I _ � 6 DANIAL M GRAEBER 23 LF SAW CUT J BITUMINOUS 9224-30 --- BITUMIN � GRAVEL CONCRETE 20 LF SAW CUT s 18+0 ---------- _ GRAVEL - 1 ------------ 9+00 -- 9' --------- - - -- Um 26+00 - 20+00 - ---------- v _ 22+00 25+ PARK AVENUE N IE=874.2 41 W LL N O W + W + Ld O W W � LL V1 O Z N K Lu O > Z O o) O F z vv) 7 L^� z:) Q \ J Q I O] I ~ CD U z 0 o ZI it ( 9 30 0 30 60 0 S SCALE IN FT. o3 } V7 n 66 — � `v REFERENCE NOTES: p 0 SEE SHEET 3 FOR TYPICAL SECTION. FULL DEPTH RECLAIM Z alj ® EDGE OF FINISHED ROADWAY TO RECEIVE m00% DONALDQ& KAREN WOLLIN TOPSOIL TAPERING TO EXISTING GROUND. y 9 1 V — 3 0 © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO bh k0� x00 MATCH PERVIOUS BUMPOUT LOCATIONS AT F�5 h6 DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF o ROGER F & JOYCE L ARENDS ROADWAY EDGE AND A 20'X20' AREA AT THE o n LOCATION OF EACH CULVERT APRON. 2jX00 o CONCRETE 9150-30 �5k RSC Pv�NU� �J4 P AVENUE 2g+00 P �c � R O 29+0p o q CONCRETE 3Akp0 �QR- cl eo,A OT _ TaP Plpa=eJ0.18 MP Q / 3p�'00 33+00 = X24 IE=ss7.12 scMP GRAVEL 31+00 32+00 GRAVEL IE= mp 15 OMP CMP L` � IE=86&65 � l � STEVEN R HYMAN 20 LF SAW CUT BITUMINOUS GRAVEL STEVEN W LAHN 9191-30 GEOFFERY R DREIS9121-30 eke O� 30 0 30 60 9141-30 J (� CALE IN FT. \ DATE REVISION I hereby certify that this plan, specification, or report was DEMO BY: PARK AVENUE SHEET prepared by me or under my direct supervision and that I BML Hakanson Anderson TY OF of a duly Licensed Professional Engineer under the laws Ot§ego 20 of the State of Minnesota. DRAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CUIDBY: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA SHEETS OT392-2018 1x00 IE -86].24 CMP cp LAVERNE J & WANDA L SELIX 9109-30 3 O` FES 45 i JPROPE;TIES NORTHE15 FES 46 36+00 z O m z 1� W W J Y �^ o-6 ` v W T Q u) U u 10 DR DAVID A GILGENBACH 15670-30 37+00 I" CMP GRAVEL 4-3 f MILL 24 LF SAW gITUMIN0U5 34 LF SAW CUT 806 4th ST LLC 9100-30 DFULL DEPTH RECLAIM \\ A I � II � 30 0 30 SCALE IN FT. , REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. LAIL KLVIJIUN I nereby certity Mat this Pian, specs, icauon, or report wasDESIGNED BY: PARK AVENUE XSIFITI prepared by me or under my direcf supervision and that l BML Hakanson Anderson OF ofa duly Licensed Professional Engineer under the laws tkgo he state of Minnesota. DRAWN BY Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHECBEDP 763-427-5860 FAX 763-427-0520 0 MISSISSIPPI SHORES RECLAMATION Date 3 7 1 Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA OT392-2018 ROBERT T SR & DEBRA A SODMAN 9201-30 CONCRETE KATHERINE DEVRIES 9169-30 CONCRETE yx�0 — q+00 3+00 BITUMINOUS X 3 LF SAW CUT v GRAVEL JAMF` " 'ULIE HOFFMAN FREDERICK S ROCQUE 9154-30 DFULL DEPTH RECLAIM BITUMINOUS — 13 LF SAW CUT RICHARD J & PATRICIA PEARSON 9210-30 -x REFERENCE NOTES: © SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL RLVIJIUN I hereby cenny that this pian, specnmanon, or report was DESIGNED BY: - PARKINGTON CIRCLE SHEET prepared by me or under my direct supervision and that I BML Hakanson Anderson TY OF am a duly Licensed Professional Engineer under the laws Ot§ego 22 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 z 0 m � z a� � o r 0 a i O r o c ALAN R & DEBRA YAUK c� m to 9127-30 a A r D 52 LF REMOVE METAL n m p 00 CULVERT CONCRETE PARk/NGrO N C/ Rp4f/x00 i + 7,77 D M p 2+00 ------------- D CD r z D 20 LF SAW CUT O _ MICHAEL & KATHLEEN S BROWN BITUMINOUS D 9 9124-30 m10 r - ROBERT T SR & DEBRA A SODMAN 9201-30 CONCRETE KATHERINE DEVRIES 9169-30 CONCRETE yx�0 — q+00 3+00 BITUMINOUS X 3 LF SAW CUT v GRAVEL JAMF` " 'ULIE HOFFMAN FREDERICK S ROCQUE 9154-30 DFULL DEPTH RECLAIM BITUMINOUS — 13 LF SAW CUT RICHARD J & PATRICIA PEARSON 9210-30 -x REFERENCE NOTES: © SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL RLVIJIUN I hereby cenny that this pian, specnmanon, or report was DESIGNED BY: - PARKINGTON CIRCLE SHEET prepared by me or under my direct supervision and that I BML Hakanson Anderson TY OF am a duly Licensed Professional Engineer under the laws Ot§ego 22 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 DUSTIN & NATALIE TICHY 15495-30 CONCRETE q 35 JOSEPH & JENNINE HNIDA CONCRETE 15499-30 DOUGLAS A &HONDA M PETERSON 15 20-30 CONCRETE 3+00 GRAVEL MICHAEL 0 STENBERG 15523-30 2+00 DARIN C RONKEN 15548-30 CONCRETE 00 I 1+00 95TH CIRCLE N -o SAW CUT BITUMINOUS n m + c Lo JEFFREY A & KATHLEEN L SHARPE JOHNSON 15551-30 DFULL DEPTH RECLAIM REFERENCE NOTES: © SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL RLVISIUN I hereby cernty that this pian, specmcanon, or report was DESIGNED BY: - 95TH CIRCLE SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF oat a duly Licensed Professional Engineer under the laws Ot§ego 23 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 J� ANDY W VORLICEK o � j 1 5374-30 HUGO & DIANE MAUNU THOMAS & PATRICIA ABELN DENNIS & JOYCE KONGSJORD 15398-30 15418-30 15446-30 W W y k�v^) O + rn 47 LF REMOVE METAL = � + CULVERT O Q) 9+p0 0 00 BITUMINOUS GAP a 1+00 8+00 95TH STREET 2+00 24 LF SAW CUT 3+00 5+00 6+00 a� 21 LF SAW CUT 0 BITUMINOUS j + c.,� 16 LF SAW CUT 9 a„ s` F SAW C T Com � BITUMINOUS BITUMINOUS J a ROBERT & SHARON HACKENMUELLER 15365-30 PATRICK K &CHRISTI A ROBERTSON SEAN C 1AYSON & HEATHER J SOUFAL CAITLIN E O'ROURKE 1,5389-30 LAWRENCE &MARGARET WOLD 1,5413-3015471-30 a 30 15441 -- SCALE IN F 0 / REFERENCE NOTES: SEE SHEET 3 FOR TYPICAL SECTION. G p CH JR FULL DEPTH ECLAIM Z v, NEVIN F HEN ® EDGE OF FINISHED ROADWAY TO RECEIVE OG30 S O Z 1 5 TOPSOIL TAPERING TO EXISTING GROUND. \ m © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO't` MATCH PERVIOUS BUMPOUT LOCATIONS AT M GDRIVEWAYS AND MAILBOXES. BRYAN COPE p'h Gp BRENT W DAVIS ® SEEDING AREA INCLUDES TOPSOILING OF G s ROADWAY EDGE AND A 20X20' AREA AT THE —30 LOCATION OF EACH CULVERT APRON. 1 551 � 1 5560� FES 53 8+0p REMOVE METAL BITUMINOUS CULVERT GRAVEL 16+00 16 45 9+00 20 LF SAW CUT 15+00 95TH STREET o Yp� 10+00 14+00 + F S r°11+00 as 13+00 G) ° 1 1 +00 12+00 � z0sai hba> � �L e» s BITUMINOUS —0 r 19 LF SAW CUT BITUMI 100 Z 12 LF SAW CUT FES 541 ; Y SHIRLLY i< ISAACSON GR�� BITUN IN �� G� Z God Go"G�F Z O m 1 5 3 0 CHRISTOPHER J& LYNNE KASPER N STACY M HAAPALA JASON J LAWINGER 9497-30 15521 30 15549-30+ 30 0 30 60 SCALE IN FT. DATE REVISION I hereby certify that this plan, specification, or report was DEMO 95TH STREET s EEr prepared by me or under my direct supervision and that BML Hakanson Anderson OF am a duly Licensed Professional Engineer under the laws tkgo 24 of the State of Minnesota. DPAWN BY: CMI Engineers and Land Surveyors of SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. cEEacDar: 763-427-5860 FAX 763-427-0520 MISSISSIPPI SHORES RECLAMATION 31 Date 3 7 t Lic. No. 26052 RJW www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA sNEETsIII OT392-2018 + M 1+00 NINSMyd RUSSELL W & MARIAN BORDEN 9586-30 w c� 2+00 GRAVEL KEVIN KEMNA & DEBORAH MUNSON 1 551 5-30 ® FULL DEPTH RECLAIM DOWNRIGHT PROPERTIES LLC 9694-30 BITUMINOUS 3+00 4+00 I 21 LF SAW CUT O JAM ES M & JILL M MULCARE 9 5 6 0- 3 0 KENNETH A& KRISTINE K FERRINGTON BITUMINOUS 9530-30 14 LF SAW CUT BITUMINOUS 18 LF SAW CUT 11+00 12+00 13+00 27 LF SAW CUT BITUMINOUS THAD E & SHARILYN M GILMAN 9654-30 BITUMINOUS 18 LF SAW CUT 6+00 5+00 0 PARKINGTON AVUE EN J Z REFERENCE NOTES: 0 SEE SHEET 3 FOR TYPICAL SECTION. K ® EDGE OF FINISHED ROADWAY TO RECEIVE U TOPSOIL TAPERING TO EXISTING GROUND. W Q BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO ti = MATCH PERVIOUS BUMPOUT LOCATIONS AT o 0 DRIVEWAYS AND MAILBOXES. M ® SEEDING AREA INCLUDES TOPSOILING OF W a ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. 1+00 NINSMyd RUSSELL W & MARIAN BORDEN 9586-30 w c� 2+00 GRAVEL KEVIN KEMNA & DEBORAH MUNSON 1 551 5-30 ® FULL DEPTH RECLAIM DOWNRIGHT PROPERTIES LLC 9694-30 BITUMINOUS 3+00 4+00 I 21 LF SAW CUT O JAM ES M & JILL M MULCARE 9 5 6 0- 3 0 KENNETH A& KRISTINE K FERRINGTON BITUMINOUS 9530-30 14 LF SAW CUT BITUMINOUS 18 LF SAW CUT 11+00 12+00 13+00 27 LF SAW CUT BITUMINOUS THAD E & SHARILYN M GILMAN 9654-30 BITUMINOUS 18 LF SAW CUT 6+00 5+00 0 PARKINGTON AVUE EN J Z U 0 K U Z = 2 a W a 0 0 2 O V1 v7 Z W 7+00 JOHN & NELL M GRANDIA TRUST 9616-30 9Ar� BITUMINOUS Hi TUMINOUS 18 LF SA CUT n� VII L KADEN 95g 7 30 30 0 30 60 ai �- I d CHRISTOPHER P FL KT L O 9502- 0 30 0 30 60 GRAVEL U SCALE IN FT. Q0 06 I 4 4 14+00 ti PARKI y v NGTON AVENUE 15+00 o rn 0 ro �kp0 0 --16+00 21 LF SAW CUT 17+ SITUMINO S 00 PARKINGTON AVENUE / 4 0 21 LF SAW CUT JERRY & SANDRA CHARLES oma' 0 9539- g TUMINOUS 30 2 / LU J J Q Q U0) CID CSO Q � MICHAEL D KADEN o Z Q O J 9587 30 i DATE REVISION I hereby certify that this plan, specification, or report was DEMO BY: PARKINGTON AVENUE -94TH STREET SHEET prepared by me or under my direct supervision and thaf I BML Hakanson Anderson TY OF of a duly Licensed Professional Engineer under the laws Ot§ego 25 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 MISSISSIPPI SHORES RECLAMATION 3 7 1 " I AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. mul FULL DEPTH RECLAIM CHARLEY W & KATHY S SMITH ® RONALD G &PAMELA BLACK � TOPSOIL TAPERING TO EXISTING GROUND. CLYDE & CHERLYNN FRIEZ ST BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. 9467-30 A 1565 0 BRENT HUBER & MACKENZIE FLAHERTY LOCATION OF EACH CULVERT APRON. 1 5728-30 N z + 15690-30 GRAVEL �� m Z FES 37 FES 39 C: BITUMINOUS GRAVEL BITUMINOUS 66 LF REMOVE METAL Q 25 LF SAW CUT 19 LF SAW CUT CULVERT 24+0 24 28 21+00 22+00 23+00 ( l `J GRAVEL 18+00 19+00 20+00 N a 94TH STREET — 21 LF SAW CUT x 19 SY MIL 7---20 16 LF SAW CUT N LF SAW CUT BITUMINOUS BITUMINOUS FES 40 ,j 114 LF SA CUT WILLIAM A RUIKKA BITUMINOUS 22 LF SAW CUT Z 943 — FES 38 J 13 BITUMINOUS LF SAW CUT a x BITUMINO S MICHAEL E SR & SANDRA J BLOOD JOHN J & PEGGY L PURDES DARLA BEYER TAMMY GIBBENS o: d 98 LF REMGVCILETAL VERT 15645-30 15673-30 15701-30 1 5728 30 LAURA R ROTHI 1-5619-30 3 0 30 REFERENCE NOTES: 10 SEE SHEET 3 FOR TYPICAL SECTION. mul FULL DEPTH RECLAIM ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL KILVIJIUN I nereby aertity tear this Plan, P—,—T—, or report wasDESIGNED BY: PARKINGTON AVENUE -94TH STREET XSILITI prepared by me or under my direcf supervision and that l BML Hakanson Anderson OF 01 a duly Licensed Professional Engineer under the laws tkgo the state of Minnesota. DRAWN BY Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHECKED 763-427-5860 FAX 763-427-05200 MISSISSIPPI SHORES RECLAMATION Date 3 7 1 Lic. No. 26052 RJW1111 www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA OT392-2018 TROY H & JULIE A MOST' JOHN M & CATHERINE L SECHSER DONALD & ROSE REIMAN KEVIN P & TERESA L THAEMERT 15620-3 15646-30 15674-30 15702-30 BITUMINOUS 24 L SAW CUT 46 LF REMOVE METAL CULVERT CONCRETE CONCRETE GRAVELJFES 42 :;,, BRADLEY R ROTHWELL 7 0 7+00 6+00 5+00 4+00 15607-30 - 3+°° CONCRETE 22 LF SAW CUT BITUMINOUS 26 LF SAW CUT BITUMINOUS 23 LF SAW CUT FES 41 BITUMINOUS 2nn X s -os CULMT UM W GRAVEL LIZA M JENSEN 15619-30 MARK E & LORI J WINGERT 15645-30 PHILIP R & DIANE L BRYANS 15673-30 LANCE E & PAULA CASAR 15701-30 MICHAEL G & KATE YOAKAM 157,30-30 19 SY MIL — 114 LF SAW CUT 27 LF SAW CUT BITUMINOUS FES 44 \ T—r 00 1+00 CMP TCP RE 21688 8-5 867.76 2181 CMP TCP REALLL 19 LF SAW CUT BITUMINOUS FES 43 70 LF REMOVE METAL CULVERT EUGENE L & DENISE C HIVELY 15729-30 30 0 REFERENCE NOTES: © N FULL DEPTH RECLAIM ® 0 00 y TOPSOIL TAPERING TO EXISTING GROUND. ® = Q MATCH PERVIOUS BUMPOUT LOCATIONS AT a DRIVEWAYS AND MAILBOXES. ® U w (v J ) ROADWAY EDGE AND A 20'X20' AREA AT THE . u Q _ �T a REFERENCE NOTES: © SEE SHEET 3 FOR TYPICAL SECTION. FULL DEPTH RECLAIM ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. ® BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIL RLVIJIUN I hereby cernty that this pian, specmcanon, or report was DESIGNED BY: - SHEET prepared by me or under my direct supervision and that BML Hakanson Anderson TY OF 93RD CIRCLE oat a duly Licensed Professional Engineer under the laws Ot§ego 27 of the state of Minnesota. DRAWN BY: -- Civil Engineers and Land Surveyors of cNEaE BFBM 3601Thurston A 60 Anoka, Minnesota 05303 is MISSISSIPPI SHORES RECLAMATION 3 7 1 AL J. WAGNER, P.E. 26052 RJW www.hakanson-anderson.com CITY OF OTSEGO, MINNESOTA SHEETS Date Lic. No. OT392-2018 TIMOTHY K LOBITZ 15652-30 CONCRETE JASON & LAURA ANTHONY 15640-30 RAVEL 5+00 CONCRETE JOHN & MAXINE HOUSE 15649-30 JACOB BAKER & ALISON HERWERS 15686-30 CONCRETE 4+00 3+00 BITUMINOUS 18 LF SAW CUT GREGORY N LOEFFLER 15683-30 MARY C GOLB 15726-30 _ CONCRETE,_— 16 LF SAW CUT 2+0p 5 LF SAW CUT BITUMINOUS MAVIS J SCHWENINGER 15725-30 1+00 DFULL DEPTH RECLAIM d- s Q U — 14 SY MIL 0 00 v x 'f14 LF AW CUT w W Q X Q a Ac JO)3 60 SCALE IN FT. REFERENCE NOTES: 1� SEE SHEET 3 FOR TYPICAL SECTION. ® EDGE OF FINISHED ROADWAY TO RECEIVE TOPSOIL TAPERING TO EXISTING GROUND. © BITUMINOUS BUMPOUTS SHALL BE INSTALLED TO MATCH PERVIOUS BUMPOUT LOCATIONS AT DRIVEWAYS AND MAILBOXES. ® SEEDING AREA INCLUDES TOPSOILING OF ROADWAY EDGE AND A 20'X20' AREA AT THE LOCATION OF EACH CULVERT APRON. UAIt I KLVIJIUN I nereby certity Mat this Pian, specs, station, or report wasDESIGNED BY 96TH CIRCLE XSILITI prepared by me or under my direcf supervision and that l BML Hakanson Anderson OF 01 a duly Licensed Professional Engineer under the laws tkgo the state of Minnesota. DRAWN BY Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 AL J. WAGNER, P.E. CHECKED 763-427-5860 FAX 763-427-05200 MISSISSIPPI SHORES RECLAMATION Date 3 7 1 Lic. No. 26052 RJW1111 www.hakanson—anderson.com CITY OF OTSEGO, MINNESOTA OT392-2018 OHLAND AVENUE W J F U W � W U w N D Z F N N rn 1 N 7 1 Z SO 0 y m m y 96ZN STREET O4" DOUBLE SOLID YELLOW © 24" SOLID YELLOW O4" SOLID YELLOW O 24" SOLID WHITE O4" SOLID WHITE ® CROSSWALK MARKING (3'X6') ® 4" BROKEN WHITE O PAVEMENT DIRECTION ARROWS O12" SOLID WHITE <@> 4" BROKEN YELLOW 96TH STREET P- 50 0 50 100 SCALE IN FEET 50 0 50 100 SCALE IN FEET UAIL KtVIJION i hereby certify tnaT this pian, specification, or report was DESIGNED BY: STRIPING PLAN L prepared by me or under my direct supervision and that BLM Hakanson Anderson OF of a duly Licensed Profession Engineer under ,he laws 9 y Otkoo OHLAND AVENUE & 96TH STREETof the state of esot � DaawN Br: Civil En ineers and Land Surve ors CPS 3601 Thurston Ave., Anoka, Minnesota 55303 MISSISSIPPI SHORES RECLAMATION bgp NEcxEb BY: 763-427-5860 FAX 763-427-0520Date?�7�18 LL. No. 26052 BY: www.hakanson—anderson.com MINNE8OTA CITY OF OTSEGO, MINNESOTA Y OTA99-9018 96TH STREET © 24" SOLID YELLOW O24" SOLID WHITE ® CROSSWALK MARKING (3'X6') OPAVEMENT DIRECTION ARROWS 4" BROKEN YELLOW 96TH STREET U 50 0 50 100 SCALE IN FEET aQ x / x 50 0 50 100 SCALE IN FEET UAIL HLVIJION i nereby certify tnat rms pian, specification, or report was DESIGNED BY: STRIPING PLAN SHEET prepared by me or under my direct supervision and that BLM Hakanson Anderson0 OF am a duly Licensed Profession Engineer under the laws tkoo 30 of the state of esot� oaawN¢r: Civil Engineers and Land Surveyors 96TH STREET of cPs 3601 Thurston Ave., 0 Anoka, Minnesota 55303 MISSISSIPPI SHORES RECLAMATION ��� cNEcxEoaY: 763-427-5860 FAX 763-427-0520 �'_:_% 31 Date 3/7/18 Lic. No. 26052 RAW www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA sHEETs `-\ LEGEND O4" DOUBLE SOLID YELLOW O4" SOLID YELLOW O4" SOLID WHITE ® 4" BROKEN WHITE O12" SOLID WHITE © 24" SOLID YELLOW O24" SOLID WHITE ® CROSSWALK MARKING (3'X6') OPAVEMENT DIRECTION ARROWS 4" BROKEN YELLOW 96TH STREET U 50 0 50 100 SCALE IN FEET aQ x / x 50 0 50 100 SCALE IN FEET UAIL HLVIJION i nereby certify tnat rms pian, specification, or report was DESIGNED BY: STRIPING PLAN SHEET prepared by me or under my direct supervision and that BLM Hakanson Anderson0 OF am a duly Licensed Profession Engineer under the laws tkoo 30 of the state of esot� oaawN¢r: Civil Engineers and Land Surveyors 96TH STREET of cPs 3601 Thurston Ave., 0 Anoka, Minnesota 55303 MISSISSIPPI SHORES RECLAMATION ��� cNEcxEoaY: 763-427-5860 FAX 763-427-0520 �'_:_% 31 Date 3/7/18 Lic. No. 26052 RAW www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA sHEETs © 24" SOLID YELLOW O24" SOLID WHITE ® CROSSWALK MARKING (3'X6') OPAVEMENT DIRECTION ARROWS 4" BROKEN YELLOW 96TH STREET z 1� 50 0 50 100 SCALE IN FEET UAIL Kt VIJION i nereby certify tnat tms pian, specification, or report was DESIGNED NY: STRIPING PLAN SHEET prepared by me or under my direct supervision and that BLM Hakanson Anderson0 OF am a duly Licensed Profession Engineer under the laws tkoo 31 of the state of esot� oaawN¢r: Civil Engineers and Land Surveyors 96TH STREET of cPs iso, Thurston Ave., 0 Anoka, Minnesota 55303 MISSISSIPPI SHORES RECLAMATION L bgp cNEcxEo aY: 763-427-5860 FAX 763-427-0520 �'_:-% 31 Date 3/7/18 Lic. No. 26052 RJW www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA sHEETs LEGEND O4" DOUBLE SOLID YELLOW O4" SOLID YELLOW O4" SOLID WHITE ® 4" BROKEN WHITE O12" SOLID WHITE © 24" SOLID YELLOW O24" SOLID WHITE ® CROSSWALK MARKING (3'X6') OPAVEMENT DIRECTION ARROWS 4" BROKEN YELLOW 96TH STREET z 1� 50 0 50 100 SCALE IN FEET UAIL Kt VIJION i nereby certify tnat tms pian, specification, or report was DESIGNED NY: STRIPING PLAN SHEET prepared by me or under my direct supervision and that BLM Hakanson Anderson0 OF am a duly Licensed Profession Engineer under the laws tkoo 31 of the state of esot� oaawN¢r: Civil Engineers and Land Surveyors 96TH STREET of cPs iso, Thurston Ave., 0 Anoka, Minnesota 55303 MISSISSIPPI SHORES RECLAMATION L bgp cNEcxEo aY: 763-427-5860 FAX 763-427-0520 �'_:-% 31 Date 3/7/18 Lic. No. 26052 RJW www.hakanson—anderson.com MINNESOTA CITY OF OTSEGO, MINNESOTA sHEETs OHLAND AVENUE FES 55 TO FES 56 21+11.64 R W ROW 880 876 872 -40 -20 0 20 OHLAND AVENUE FES 7 TO FES 8 13+38.68 ROW 884 880 876 874 40 RW 1.37% -0.48 6 3.91' 1.37% -2.48% rn n °o 60 F 24" RCP ® 0.58% N I 52 LF 24" CP ® 0.8 % z mm 00 �z 0 N >N Ewi. N w Z ai Nn �- NOo _Q6 ^� to r -1M m N co N DoI. 00 00 NN a, r.� a; W > �- �Z -40 -20 0 20 OHLAND AVENUE FES 7 TO FES 8 13+38.68 ROW 884 880 876 874 40 RW -40 -20 0 20 40 880 876 872 - BML Hakanson Anderson DRAWN BY Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 RopyA11 WWW.hakanson—anderson.com 876 872 868 864 876 872 868 96TH STREET FES 1 TO FES 2 42+60.34 Dnw Dnw 3.91' 1.37% -2.48% °o 60 F 24" RCP ® 0.58% N 2.97% m n ro co rn z mm 00 �z -40 -20 0 20 40 880 876 872 - BML Hakanson Anderson DRAWN BY Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 RopyA11 WWW.hakanson—anderson.com 876 872 868 864 876 872 868 96TH STREET FES 1 TO FES 2 42+60.34 Dnw Dnw 3.91' -0.98 � N 2.97% -4.52% 't co M Op 11 IR OR N >N Ewi. N w Z �- NOo 876 872 868 864 876 872 868 96TH STREET FES 1 TO FES 2 42+60.34 Dnw Dnw -40 -20 Dnw 0 20 96TH STREET FES 3 TO FES 4 22+43.20 Dnw 876 872 868 864 40 3.91' -0.98 � N 2.97% -4.52% 't co M Op 11 IR OR N >N Ewi. N w Z �- NOo _Q6 ^� Do m W > w Z DoI. 00 00 -40 -20 Dnw 0 20 96TH STREET FES 3 TO FES 4 22+43.20 Dnw 876 872 868 864 40 866 -40 -20 876 872 868 864 Dnw 0 20 96TH STREET FES 5 TO FES 6 12+27.04 Dnul 876 872 868 866 40 c0 68 LF 24" RCP O 1.03 'D v so N W > II nn Uz w w Do 00 862 876 872 868 864 -40 -20 0 20 40 862 OF CROSS SECTIONS Z OtkgO MISSISSIPPI SHORES RECLAMATION MINNE80TA CITY OF OTSEGO, MINNESOTA OT392-2018 3.91' -0.98 � N 't co M Op 11 N >N Ewi. N w Z Do m 866 -40 -20 876 872 868 864 Dnw 0 20 96TH STREET FES 5 TO FES 6 12+27.04 Dnul 876 872 868 866 40 c0 68 LF 24" RCP O 1.03 'D v so N W > II nn Uz w w Do 00 862 876 872 868 864 -40 -20 0 20 40 862 OF CROSS SECTIONS Z OtkgO MISSISSIPPI SHORES RECLAMATION MINNE80TA CITY OF OTSEGO, MINNESOTA OT392-2018 862 876 872 868 864 -40 -20 0 20 40 862 OF CROSS SECTIONS Z OtkgO MISSISSIPPI SHORES RECLAMATION MINNE80TA CITY OF OTSEGO, MINNESOTA OT392-2018 876 872 868 93RD CIRCLE (WEST) FES 17 TO FES 18 0+31.07 DAw onw 866 –40 –20 0 20 40 PACKARD AVENUE FES 13 TO FES 14 0+41.59 87 876 872 868 866 ROW ROW 6 876 0.4 –2.63% 2 60 LF 24" RC P 0 0.40 �i 872 00 a bq II II W tL� M M �Z 8 868 00 00 6 866 872 868 864 –4U –2U U 20 40 92ND STREET (WEST) FES 19 TO FES 20 14+22.35 Dnw Dnw 872 v m 1O 60 LF 24" RCP 0 0.6 N 868 00 0 N 000 > w z nm E�- 864 n n ro ao 862 —40 —20 0 20 40 862 92ND STREET (WEST) FES 11 TO FES 12 0+46.71 884 3 n 880 876 z z onw –0.69% 1.51% 2.56% 60 LF 15 RCP ® 1 12% rn O0 n ron N ^ 00 II I00 Z 00O OO SOD II co co w> w – 866 –40 –20 0 20 40 PACKARD AVENUE FES 13 TO FES 14 0+41.59 87 876 872 868 866 ROW ROW 6 876 0.4 –2.63% 2 60 LF 24" RC P 0 0.40 �i 872 00 a bq II II W tL� M M �Z 8 868 00 00 6 866 872 868 864 –4U –2U U 20 40 92ND STREET (WEST) FES 19 TO FES 20 14+22.35 Dnw Dnw 872 v m 1O 60 LF 24" RCP 0 0.6 N 868 00 0 N 000 > w z nm E�- 864 n n ro ao 862 —40 —20 0 20 40 862 92ND STREET (WEST) FES 11 TO FES 12 0+46.71 884 3 n 880 876 z z onw 874 p —40 —20 0 DATE REVISION i 884 880 876 874 20 40 DESIGNED BY: BML Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 Ropy www.hakanson–anderson.com 872 868 866 876 872 868 876 872 868 866 876 872 868 866 PAGE AVENUE FES 21 TO FES 22 5+50.24 Jw 3.62% -2.52% o 52 LF 18" R P O 0.44% N O ^ N N 00 II ro t` N �> riiNi w z n n E` 00:00 -40 —20 0 20 40 PAGE AVENUE FES 23 TO FES 24 0+41.47 JW Kuw 1.21% –2.07% 00 I 60 LF 15RCP 0 0.57% 1 I vni —_ C4n N 00 ^ 00 NII N > Z w Z t` n 00 00 -40 –20 0 20 40 PADGETT AVENUE FES 51 TO FES 52 9+91.08 onw Rnw 872 868 866 880 876 872 868 –0.69% 0.92% 3.63% –4.15% 2.65% —1.66 c 44 LF 18"RP00.96% 14 N co M 00 44 LF 18" RP00.89 0 NIS ^� OO SOD II w> w – ro ro w z 00 co 874 p —40 —20 0 DATE REVISION i 884 880 876 874 20 40 DESIGNED BY: BML Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 Ropy www.hakanson–anderson.com 872 868 866 876 872 868 876 872 868 866 876 872 868 866 PAGE AVENUE FES 21 TO FES 22 5+50.24 Jw 3.62% -2.52% o 52 LF 18" R P O 0.44% N O ^ N N 00 II ro t` N �> riiNi w z n n E` 00:00 -40 —20 0 20 40 PAGE AVENUE FES 23 TO FES 24 0+41.47 JW Kuw 1.21% –2.07% 00 I 60 LF 15RCP 0 0.57% 1 I vni —_ C4n N 00 ^ 00 NII N > Z w Z t` n 00 00 -40 –20 0 20 40 PADGETT AVENUE FES 51 TO FES 52 9+91.08 onw Rnw 872 868 866 880 876 872 868 —40 —20 0 20 PADGETT AVENUE FES 15 TO FES 16 0+27.96 Dnw 876 872 868 866 40 –0.69% 0.92% 3.63% –4.15% c 44 LF 18"RP00.96% 14 N co M 00 cl Wz rr�LJz w _ 0 ao —40 —20 0 20 PADGETT AVENUE FES 15 TO FES 16 0+27.96 Dnw 876 872 868 866 40 876 872 868 866 –40 –20 0 20 40 OF CROSS SECTIONS SHEET Otkoo X2 MISSISSIPPI SHORES RECLAMATION OF MINNE80TA CITY OF OTSEGO, MINNESOTA SXE S OT392-2018 –0.69% 0.92% 0 52 LF 24" RCP 0 2.89% N - - M O n co M cora to II > Z 4z 876 872 868 866 –40 –20 0 20 40 OF CROSS SECTIONS SHEET Otkoo X2 MISSISSIPPI SHORES RECLAMATION OF MINNE80TA CITY OF OTSEGO, MINNESOTA SXE S OT392-2018 876 872 868 876 872 868 866 92ND STREET (EAST) FES 27 TO FES 28 16+52.92 DAW DAW -40 -20 0 20 40 92ND STREET (EAST) FES 25 TO FES 26 0+34.04 PAW DESIGNED BY: BML 1.85% -6.22% I f'? 2 LF 18" RCP ® 0. 9% N —5-12% Co 0 F--- SFBM N N 00 C4 co V1 >W W Z _a M00 II II N N II Cif tL� 4 Z n n co 00 N r n -40 -20 0 20 40 92ND STREET (EAST) FES 25 TO FES 26 0+34.04 PAW 880 876 872 876 872 868 -40 -20 0 20 40 93RD STREET FES 31 TO FES 32 16+16.85 PAW DESIGNED BY: BML 0.39% —3_ rn N N NCnO Civil Engineers and Land Surveyors —5-12% Co 0 F--- SFBM N 60 LF 21 " RCP ® 0.90% 10 NCD V1 >W W Z _a M00 II W > Z Cif tL� nn ao ao to �Z 880 876 872 876 872 868 -40 -20 0 20 40 93RD STREET FES 31 TO FES 32 16+16.85 PAW 870 -40 -20 0 PAGE AVENUE FES 29 TO FES 30 0+33.54 3 876 ri x 872 z y z 868 z 20 40 DESIGNED BY: BML Hakanson Anderson rn N I O O Civil Engineers and Land Surveyors —5-12% W> W SFBM N 60 LF 21 " RCP ® 0.90% cq 44 LF 24" RCR ® 0.59% _a M00 II M M M0000 Cif tL� an0 Ono to �Z 870 -40 -20 0 PAGE AVENUE FES 29 TO FES 30 0+33.54 3 876 ri x 872 z y z 868 z 20 40 a 866 -40 -20 0 DATE REVISION s r 876 872 868 866 20 40 DESIGNED BY: BML Hakanson Anderson rn N I O O Civil Engineers and Land Surveyors —0.26% —0.81% W> W SFBM N 3601 Thurston Ave., Anoka, Minnesota 55303 0 44 LF 24" RCR ® 0.59% 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com CHECKED BY: RAW N > Z Cif On NCnO II w > N r n N> Z 4 nn CO co a 866 -40 -20 0 DATE REVISION s r 876 872 868 866 20 40 DESIGNED BY: BML Hakanson Anderson rn N I O O Civil Engineers and Land Surveyors DRAWN BY: W> W SFBM N 3601 Thurston Ave., Anoka, Minnesota 55303 nn ao n ao0 763-427-5860 FAX 763-427-0520 www.hakanson—anderson.com CHECKED BY: RAW ROW 872 868 864 PARKINGTON CIRCLE FES 45 TO FES 46 0+29.28 ROW 872 868 864 8 62 -40 -20 0 20 40 PARK AVENUE FES 33 TO FES 34 0+33.72 Dnw Dnw 876 872 868 1.10 52 LF 24" RCP O 1.00% rn N I O O i a 00o II W Di W Z 4 10 � W> W 872 868 864 8 62 -40 -20 0 20 40 PARK AVENUE FES 33 TO FES 34 0+33.72 Dnw Dnw 876 872 868 866 —40 —20 0 20 PARELL CIRCLE FES 47 TO FES 48 0+42.09 880 876 872 870 PAW 876 872 868 866 40 -2.2 % 0.35% -2.84% n 2 LF 18" RCP O 0.94% N M n Mp nn ao n ao0 � M 00 00 N > � N > Z Cif h > nn cora 866 —40 —20 0 20 PARELL CIRCLE FES 47 TO FES 48 0+42.09 880 876 872 870 PAW 876 872 868 866 40 880 876 872 870 -40 -20 0 20 40 OF CROSS SECTIONS SHEET AIIIIIIIIIIIIII Otkgo X3 ftw MISSISSIPPI SHORES RECLAMATION of MINNE80TA CITY OF OTSEGO, MINNESOTA SX4S OT392-2018 0.35% -2.84% - _ o - 52 LF 15" R P O 1.04 m -4 co rto ii nn ao n ao0 N > L� Z -v p co N > Z 880 876 872 870 -40 -20 0 20 40 OF CROSS SECTIONS SHEET AIIIIIIIIIIIIII Otkgo X3 ftw MISSISSIPPI SHORES RECLAMATION of MINNE80TA CITY OF OTSEGO, MINNESOTA SX4S OT392-2018 94TH STREET FES 39 TO FES 40 23+89.32 ROW ROW 872 —1 16% 872 2.00% —4 O 100 LF 24" RCP ® 1.42% N 41 Mao II 1.45% —2.18%-- 2.18% �z — —_ ^ ®— ^ 868 868 868 M D M 00 a, lD0 ID M co I a 00 — ri ri ID ID cc co II > w Z m o0 nn W 864 toto 864 ft 6 7 m 00 862 868 864 860 858 872 868 864 862 3 876 n 872 z .Y, z 868 866 —40 —20 0 94TH STREET FES 37 TO FES 38 17+59.50 20 40 —40 —20 0 20 95TH STREET FES 53 TO FES 54 14+45.40 Pr)w 868 864 860 858 40 60 80 i —1 16% 2.00% —4 O 100 LF 24" RCP ® 1.42% N 41 Mao II M00 I u �z n rn wZ M WM M D M 00 N MIM — ri ri ID ID cc co rn M w o0 nn W —40 —20 0 20 95TH STREET FES 53 TO FES 54 14+45.40 Pr)w 868 864 860 858 40 60 80 —40 —20 Dr,W 0 95TH STREET FES 35 TO FES 36 0+42.67 20 40 V"t Dnw i —1 16% 2.00% —4 2.4 e —3.33% �v N D D �? 52 LF 24' RCP ® 0.21% rn 68 LF 24" RCP ® 0.31% M WM M D M 00 N MIM d oo M W > wZ rn M w o0 nn W �Z —40 —20 Dr,W 0 95TH STREET FES 35 TO FES 36 0+42.67 20 40 V"t Dnw p —40 —20 0 DATE REVISION s 876 872 868 866 20 40 DESIGNED BY: BML Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 Ropy www.hakanson—anderson.com 868 864 860 872 868 864 93RD CIRCLE (EAST) FES 41 TO FES 42 4+84.36 Dnul Dl1W 0.52% —1 16% 2.4 e —3.33% �v N D D �? 52 LF 24' RCP ® 0.21% N II W > M WM rn OD fD tD N > rn M w > N > u. Z N M 1n co CID p —40 —20 0 DATE REVISION s 876 872 868 866 20 40 DESIGNED BY: BML Hakanson Anderson DRAWN BY: Civil Engineers and Land Surveyors SFBM 3601 Thurston Ave., Anoka, Minnesota 55303 CHECKED BY: 763-427-5860 FAX 763-427-0520 Ropy www.hakanson—anderson.com 868 864 860 872 868 864 93RD CIRCLE (EAST) FES 41 TO FES 42 4+84.36 Dnul Dl1W 868 864 860 —40 —20 0 20 40 93RD CIRCLE (EAST) FES 43 TO FES 44 0+36.87 anw 0.52% —1 16% M —44 LF �v N D D 8 LF 15" RCP ® 074% II N W > M M II W > M (o a00 11 rn M rn fD tD 7 V) 868 864 860 —40 —20 0 20 40 93RD CIRCLE (EAST) FES 43 TO FES 44 0+36.87 anw 872 868 864 —40 —20 O 20 40 OF CROSS SECTIONS SHEET Otkoo X4 MISSISSIPPI SHORES RECLAMATION OF MINNE80TA CITY OF OTSEGO, MINNESOTA SXE S OT392-2018 0.52% —1 16% ao--� 8 LF 15" RCP ® 074% M (o a00 11 rn M rn 7 V) N > 872 868 864 —40 —20 O 20 40 OF CROSS SECTIONS SHEET Otkoo X4 MISSISSIPPI SHORES RECLAMATION OF MINNE80TA CITY OF OTSEGO, MINNESOTA SXE S OT392-2018