1
SNYDERS S T O P QU I C K FOODS LI NDSTROM 1 3 31 6 1 3 3 6 6 LEGEND ROADWAYS SHOULDERS (PAVED) SHOULDERS (PARKING) EXISTING SIGNAL SYSTEM INPLACE RIGHT OF WAY HISTORICAL PROPERTIES ACCESS MODIFICATION DREDGE CHANNEL B U M P E R T O B U M P E R A P A R T M E N T S L AUN D R Y L A K E V I E W M O TEL 1 26 2 5 1 2 6 19 1 25 9 9 1 2 5 85 1 2 5 9 0 12 6 10 1 2 62 0 3 0 4 90 12 7 1 0 30 530 30520 3 051 0 3 0 490 P R E S S C H I C A G O C O . M E M O R I A L V E TE R A N S B AN K S T A TE S E C U R I T Y L A W O F F I C E C . N EL S ON H A R D W A R E L I N D S T R O M DO I T B E S T 12 6 74 12692 1271 0 F R O N T I E R ANTI QUE MALL GOLD STAR PRI NT WORKS STONEHOUSE ANTI QUES COTTAGE GI FTS AND RESTERAUNT SWEDI SH I NN OPTI CAL LI NDSTROM 12 72 5 1 2 69 1 1 268 5 12745 12585 B A NK L A K E A R E A O F F I C E P O S T H O R S E W H E E L L I N D S T R O M P A T H W A Y S F A M I L Y 3 0 5 9 0 LI QUOR LI NDSTROM BAKERY LI NDSTROM DESI GN LAKES HAI R BURNET BANKER / COLDWELL STEI N I NS. C H I R O P R A C T O R A D V A N C E D H O L M Q U I S T AUTO KOEHN LI QUORS ON - OFF ATTORNEY T.PETERSON SKI NNERS GORDEYS ACC MANY VOI CES STAE FARM I NS. 30 4 9 5 B A RB E R P O I K S T H E R A P Y A SS O C . F A M I L Y B A S E D 12735 P H O T O . D R A G ON K R I S T Y 1 28 1 5 1 2 845 128 6 0 1 2 873 12 8 9 5 304 5 0 1 2 9 0 0 1 2 89 0 1 2 8 8 0 12 8 6 0 & ASSOC. LI NDGREN A P A R T M E N T S V A L KO M M E N GA S H O L I DA Y O F S W E D E N S T . B R I DG ET P R ODU C T S P L A S T I C 30597 1 3 16 6 Q U E E N D A I R Y 1 2 9 4 0 12950 1 2 9 70 3049 5 12 9 8 0 S T A T I ON F I R E VACANT LAUNDRY DANCE STUDI O KALEI DOSCOPE UNI TY "HI RAM LODGE" FREE MASONS 1 306 0 1 3 04 6 1 3 0 7 5 1 31 0 5 1 3 1 5 0 13 1 58 3 0 4 9 0 3 0 4 5 0 13 13 5 13145 1 3 1 5 5 1 3 1 6 5 TOWN HALL CHI SAGO LAKE 13 1 9 0 1 32 0 0 1 3 2 0 8 132 22 13 2 3 4 13 2 8 0 AU T O C A R E C & N J . S.CASTERTON P. A. 1 32 6 3 1 3 275 3 0 6 2 0 30 6 55 1 3 2 8 2 1 3 2 9 4 SCOTTSDALE CENTER V A C AN T P ET E X T R A S B P GAS STATI ON CARLSONS V I D E O S C E N T E R F A M I L Y L A K E C H I S A G O P A R AD I S E P ET 3 0 5 9 9 1 3 3 1 1 1 3 345 13 3 71 1 3 465 13 4 9 5 1 35 1 5 1 35 4 5 1 3 55 5 1 3 565 T R U N K H W Y . N O . 8 T . H . 8 T . H . 8 F R O N T A G E R O A D R E M AX 100’ SCALE IN FEET 2 1 C OP Y No. L AYOUT No. MATCHLINE MATCHLINE SIDEWALKS \ TRAILS RAISED MEDIAN \ CURBS 1 2 6 2 4 126 0 2 Trailer Track 8.50 : WB-62 Tractor Track Trailer Width Tractor Width 8.00 8.50 feet 19.50 4.00 8.00 : : : 15.00 3.00 0.00 Steering Angle Lock to Lock Time Articulating Angle 40.50 48.00 6.00 28.40 70.00 : : : Lock to Lock Time Track Width : : : feet BUS-40 6.00 8.50 8.50 25.85 6.00 40.00 Steering Angle 39.30 : TURNING MOVEMENTS TURNING MOVEMENTS TRUCK APRON Lock to Lock Time Track Width : : : feet BUS-40 6.00 8.50 8.50 25.85 6.00 40.00 Steering Angle 39.30 : Trailer Track 8.50 : WB-62 Tractor Track Trailer Width Tractor Width 8.00 8.50 feet 19.50 4.00 8.00 : : : 15.00 3.00 0.00 Steering Angle Lock to Lock Time Articulating Angle 40.50 48.00 6.00 28.40 70.00 : : : PROPOSED SIGNAL SYSTEM L O T P A R K I N G M U N I C I P A L L O T P A R K I N G M U N I C I P A L L O T P A R K I N G M UN I C I P A L LOT CI TY M I D D L E S C H OO L C H I S A G O L A K E S EL M E S T A T E S C I T Y H A L L P A R K L I B R A R Y C I T Y O FL I ND S T R O M HI STORY SOCI ETY CHI SAGO CI TY GUSTOFFS JULY 2007 WETLAND DELINEATION MPH 50 SPEED POSTED MPH 50 SPEED POSTED MPH 40 MPH 50 SPEED POSTED MPH 30 MPH 40 SPEED POSTED MPH 45 MPH 30 SPEED POSTED MPH 45 SPEED POSTED B L DG . P E N I N S U L A & D I NN E R B E LL G R A N I TE NO R T H L AK E BRIDGE \ ARCH ORDINARY HIGH WATER LEVEL A R B Y S SCALE 1 MILE 9 14 12 12 70 85 83 83 82 84 80 80 80 77 74 19 18 23 24 25 25 20 20 26 8 8 CHISAGO CITY LINDSTROM CENTER CITY F R A N C T Little L. S un r i s e No. 3 Sunrise Lake Sam L. Green L. Green Lake Chisago Lake Kroon Duck L. Swamp Pearson L. Ogren L. Peterson L. Coleen Trulson L. Linn L. South Lake South Lindstrom Lake North Center L. 7 9 17 13 19 21 29 25 35 7 11 15 13 19 23 25 31 35 1 7 11 9 15 13 19 23 21 19 5. 4 2.8 0 . 7 0 . 7 1 . 2 9 9 24 Little 1 . 1 10 8 LINN LAKE GAME REFUGE 22 10 7 4 6 6 R 3 77 R 4 498 13 6 4 Center 3 School L. Wall- mark L. Mattson L. 6 3 3 3 7 6 13 15 13 6 10 3 14 N G C O M P A N Y R N G N . G . 3 C O . 31 36 37 37 POP. 3,015 POP. 582 POP. 343 Lake 22 L. L. N. Lind- strom NG C H I S A G O L A K E OLI NDA TR. MORGAN AVE. C H I S AGO B L VD . 2 8 0 t h 3 4 7 QUI NLAN AVE. 310th 260th ST. ST. LAKE BLVD. 1 . 7 FURUBY 2005 EST. POP. 4,749 Sunrise DRY POND L I NDE N AVE P ARK S T M AP L E S T CS AH 2 0 EL M S T CS AH 2 5 T H 8 W B E B WB E B T H 8 7 1 5 8 6 13 8 20 1165 1265 12 7 8 3 0 ONE WAY PAIR, 2030 PM PROPOSED RETAINING WALL CONSTRUCTION BY OTHERS CITY LIMITS C E M E T E R Y OL I NDA TR. PARTICIPATION) DREDGE CHANNEL (CITY MPH 50 MPH 30 SPEED DESIGN C I T Y O FL I ND S T R O M 1 MILE C I T Y O FL I ND S T R O M C H I S AGO L AK E S T W P . C H I S AG O L AK E S T W P . C I T Y O FL I ND S T R O M C I T Y OF L I ND S T R OM C E NT E R C I T Y C I T Y OF L I ND S T R OM C H I S AG O L A K E S T W P . C H I S AGO L A K E S T W P . C I T Y O F C H I S AGO C H I S AGO L AK E S T W P . C I T Y O FL I ND S T R O M C H I S AGO L A K E S T W P . S . P . 1 30 1 - 9 8( T . H . 8 ) M I NN E S O T A D E P A R T M E N T O FT R AN S P O R T A T I ON C H I S AGO C O . I ND E X M A P P R O J E C T L O C A T I ON 1 : 4 12’ THRU LANE . 0 4 . 0 2 1.5’ . 0 2 TWLTL 12’ THRU LANE 1 : 4 C L T.H. 8 . 04 VAR. 0-12’ VAR.10-12’ SHLD./RTL VAR.10-12’ SHLD./RTL V A R . 0 2 - . 0 2 1.5’ T.H. 8 EXISTING TYPICALS RURAL SECTION 12’ 14’ THRU LANE C L T.H. 8 PARKING WALK VAR. URBAN SECTION 11.5’ LTL 14’ THRU LANE 11.5’ PARKING . 0 2 - . 0 4 . 0 2 - . 04 . 0 2 - . 0 4 . 0 2 - . 0 4 . 0 2 - . 0 4 VAR. WALK VAR. MPH 50 SPEED DESIGN MPH 55 SPEED DESIGN MPH 45 MPH 55 SPEED DESIGN TURNING MOVEMENTS Lock to Lock Time Track Width : : : feet BUS-40 6.00 8.50 8.50 25.85 6.00 40.00 Steering Angle 39.30 : 30- AP RI L - 2008 C I T Y O FC H I S AGO INP R/W I N P R / W PARKING - BY CITY SP 1301-98 TH 8 - LINDSTROM OVERLOOK OVERLOOK TRUCK APRON TH8 PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS PRELIMINARY CONSTRUCTION LIMITS LEGEND ROADWAYS SHOULDERS (PAVED) SHOULDERS (PARKING) EXISTING SIGNAL SYSTEM INPLACE RIGHT OF WAY HISTORICAL PROPERTIES ACCESS MODIFICATION DREDGE CHANNEL SIDEWALKS \ TRAILS RAISED MEDIAN \ CURBS GREEN SPACE TRUCK APRON PROPOSED SIGNAL SYSTEM JULY 2007 WETLAND DELINEATION BRIDGE \ ARCH ORDINARY HIGH WATER LEVEL DRY POND PROPOSED RETAINING WALL CONSTRUCTION BY OTHERS CITY LIMITS PARTICIPATION) DREDGE CHANNEL (CITY PARKING - BY CITY T O W E R W A TE R C O F F EE P O T 2 0 06 - 1 7 5 0 0 A AD T 2006 - 5 0 00 AADT 2006 - 172 00AAD T 20 0 6 - 50 0 0 AADT 200 6 - 5 20 0 AADT 2 0 06 - 1 5 00 0 A A D T PROFILE GRADE (PTH8) EL. 920 EL. 910 EL. 900 EL. 890 EL. 900.3 HIGH WATER ORDINARY GUTTERLINE WEST ABUTMENT EAST ABUTMENT EL. 892.0‘ STA. 469+38.5‘ EL. 892.0‘ STA. 469+62.5‘ 24’-0"‘ CHANNEL 3’-0" EL. 900.3‘ STA. 469+18.9‘ 3’-0" EL. 900.3‘ STA. 469+69.1‘ LOW BR. EL. 910.8‘ APPROXIMATE FLOWLINE EL. 892.0 WITH GEOTEXTILE FILTER (TYP.) 18" RANDOM RIPRAP CLASS III LEVEL LEVEL 10’ 0 TRANSVERSE SECTION 12’-0" 12’-0" SHLD. LANE LANE SHLD. P.G. (PTH8) 2 . 0 % 2 . 0 % 1 . 0 % < T.H. 8 (TH8) MN45 PRESTRESSED CONCRETE BEAMS 8 " 8’-0" 8’-0" 8’-0" TRAIL 8 " 1 . 0 % 10’-0" WALK 3’-2" 40’-0" ROADWAY 1’-2" 60’-4" 3 SP. @ 8’-6" = 25’-6" 3 SP. @ 9’-6" = 28’-6" 28’-8"‘ 31’-8"‘ STAGE 2 CONSTRUCTION STAGE 1 CONSTRUCTION GENERAL ELEVATION 50 1 0 4 5 1190 10 1163 2 5 10 1155 7 5 2 25 1 55 1 1 7 5 1 5 7 0 35 0 5 5 1 0 5 5 0 1 5 1 150 3 1 0 2 0 4 0 5 825 1 2 5 1 05 2 5 10 3 0 220 1 05 2 0 105 4 0 1250 25 1 5 45 1275 15 142 5 MPH 30 MPH 40 SPEED DESIGN EMMA POND ERIN POND LIBRARY VACANT D E N T I S T R Y L I N D S T R O M F A M I L Y BEAD STORE CHI ROPRACTI C LAKES AREA DESI GN WOODS L O T U S J ESSE J OHNSON LAW STUDI O LI NDSTROM HAI R C HA M B E R C H I S A G O L A K E F I T N E S S 24 H O U R P H O T O G R A P H Y R E N E E L Y N N P. A. M E A T S D E U T S C H L A N D GOOSE MOTHER WI LLI AMS KELLER AFFAI R FAMI LY N O B L D G H E R E C I T Y O W N E D SERVI CES CHO FI NANCI AL VACANT AUTOPARTS KATH PI ZZA DOMI NOS I NSURANCE SECURI TY/VI CTOR G A L S P I C K E T F E N C E F L O W E R S M A N P I Z Z A PANDA KI NG VACANT HAI R SALON TOTALLY YOU C E N T E R A N I M A L M E D I C A L V A C AN T ( G A S S T A T I O N ) V E T E R I NA R Y L A K E S ( FUTURE HOME) NABPCO AUTO PARTS R E A L T Y R E D K E Y F U N E R A L H O M E G R AND S T R AND CHISAGO LAKES CLINC FAIRVIEW GUN CLUB VALUE INN AMERICA’S BEST US BANK (VACANT) BOWLING ALLEY/BAR TAPHOUSE GRILL NAILS CENTER SYLVAN LEARNING COFFEE DEPOT BR I N K S M A R K E T SUBWAY VERIZON DESIGNERS SALON CAR WASH THRIFT STORE (VACANT) OFFICES/RETAIL C L I N I C V I R G A C H I R O P R A C T I C C E N T E R L I N D S T R O M C H I R O P R A C T I C LOTUS FI TNESS AN D S P A S A - P R O P O O L S T.H. 8 PROPOSED TYPICALS { TH 8 12’ THRU LANE 12’ THRU LANE 10’ SHLD LT TURN LANE 13’ VAR VAR 1 : 4 GROUND EXISTING 11’ 1 : 4 GROUND EXISTING 14’ RT TURN LANE 11’ STA 413+00 8’ SHLD THRU LANE 12’ { TH 8 THRU LANE 12’ SHLD 8’ 0.02 0.02 STA 469+50 0.02 0.02 0.01 0.01 10’ TRAIL 8’ SIDEWALK 0.02 0.02 PROFILE GRADE 12’ THRU LANE 10’ { TH 8 B624 C&G 0.025 0.02 0.025 VAR B624 C&G 0.02 RT TURN LANE PARKING LANE/ 12’ THRU LANE WALK WALK STA 485+00 12’ 12’ RT TURN LANE PARKING LANE/ { TH 8 0.02 B624 C&G 0.025 0.02 12’ 14’ PROFILE GRADE THRU LANE THRU LANE 0.02 0.02 THRU LANE THRU LANE 14’ 12’ 12’ LT TURN LANE GROUND EXISTING 1 : 4 GROUND EXISTING 1 : 4 BIT TRAIL 10’ 0.04 0.025 14’ RT TURN LANE 6’ 6’ BIT WALK 2’ 0.025 0.02 STA 501+00 { TH 8 12’ 10’ THRU LANE 0.02 THRU LANE 14’ 12’ LT TURN LANE 0.04 B624 C&G V A R SHLD 10’ BIT TRAIL VA R VAR GROUND EXISTING VAR 22’ RT TURN LANE/SHLD VAR STA 515+00 GROUND EXISTING VAR 14’ VAR VAR L I ND S T R O M C I T Y O F N E W E L L A V E BROADWAY ST AKERSON ST BROADWAY ST A N D R E W S AV E A N D R E W S AV E S T CR O I X AV E AVE DEW DROP CIR DEW DROP LANE L A K E B L V D S T CR O I X AV E L AK E B L VD OLINDA TRAIL MARIGOLD LANE L AK E L AN E LINCOLN RD (CO RD 14) VINE ST B R O N S ON A V E PARK ST S U MM I T A V E L AK E AV E MAPLE ST OAK ST ELM ST N E W E L L A V E (CO RD 20) N LAKES TRL MAPLE ST LAKE LANE M OON L I GH T B A Y C T MOBERG AVE N E W E L L A V E LINDEN ST LAKE LANE STONEGATE TER LEHIGH AVE LAKE LN IRENE ELM ST SHOQUIST LN. F I R S T A V E . N . OL I NDA TRAI L ( CSAH 25 ) T.H. 8 T . H . 8 3 02nd S T R E E T P L E A S AN T AV E N U E S E C ON D A V E N U E SOUTH LINDSTROM LAKE NORTH LINDSTROM LAKE SOUTH CENTER LAKE NORTH CENTER LAKE SOUTH LINDSTROM LAKE 3 06 T H S T R EE T 1 S T A V E . SOUTH LINDSTROM LAKE PARK ST - BY COUNTY CSAH 20 RECONSTRUCTION TRUCK APRON - LOCAL PARTICIPATION MILL AND OVERLAY - BY COUNTY CSAH 20 RECONSTUCTION - LOCAL PARTICIPATION MILL AND OVERLAY WATER QUALITY TREATMENT PONDING SITE \ WATER QUALITY TREATMENT PONDING SITE \ SWEDISH IMMIGRANT TRAIL GREEN SPACE SWEDISH IMMIGRANT TRAIL 1 2 1 2 1 2 1 2 V A R . S H L D . 1 2 1 2 3 3 R 4 2 R 1 3 R 6 S H L D . 6 W A L K 4 9 . 5 R 1 2 V A R . S H L D . 10 T R A I L 1 : 7 . 5 1 2 1 4 R T L ( 7 5 ) 1 4 R T L ( 1 5 0 ) 1 2 R T L ( 7 5 ) 1 2 P A R K I N G 12 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 1637 R 400 R 500 R 208 R 200 R 1 6 20’ 1 0 R 2 9 1 8 2 0 2 2 1 8 1 8 10 10 22’ 15 533 R 6 R 2 3 R 1 : 5 1 : 5 1ST 1 : 2 0 1 2 58 59 58 59 1 2 1 2 1 2 1 2 V A R . S H L D . 1 2 12 3 3 R 4 2 R 1 3 R 6 S H L D . 6 W A L K 4 9 . 5 R 12 V A R . S H L D . 1 0 T R A I L 1 : 7 . 5 1 2 1 4 R T L ( 7 5 ) 1 4 R T L ( 1 5 0 ) 12 R T L ( 7 5 ) 1 2 P A R K I N G 12 P A R K I NG 1 2 P A R K I N G 1 2 P A R K I N G 1637 R 400 R 500 R 208 R 200 R 1 6 20’ 10 R 2 9 1 8 2 0 2 2 1 8 1 8 1 0 10 22’ 1 5 533 R 6 R 2 3 R 1 : 5 1 : 5 1ST 1 : 2 0 12 58 59 58 59 1 2 12 12 1 4 1 2 1 2 1 2 L T L 6 W A L K 1 2 1 2 15 R 1 0 R 6 S H L D . 6 S H L D . 14141 4 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12121212121215 R 15 R 25 R 15 R 13 R 13 R 12 R TL ( 75 ) 14 LTL ( 1 7 5 ) 1 4 R TL ( 1 5 0 ) 1 2 R T L ( 5 0 ’) 1 2 L T L ( 7 5 ) 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I NG 338 R 308 R 300 R 4SHLD. 4SHLD. 48 4 9 34’ 4 6 12’ 258 R 4 8 R 1 1 8 R 48 R 50 R 50 R 5 R 4 8 4 4 4 3 7 8 38 R 28 R 5 R 8 R 12 P A R K I N G 1 : 5 1:5 1 : 5 1:5 15 R 4 R 1:5 1 : 5 1ST 63 64 65 63 64 65 12 1 2 1 2 1 4 1 2 1 2 1 2 L T L 6 W A L K 1 2 1 2 15 R 1 0 R 6 S H L D . 6 S H L D . 14141 4 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12121212121215 R 15 R 25 R 15 R 13 R 13 R 1 2 R T L ( 7 5 ’) 1 4 L T L ( 1 7 5 ) 1 4 R T L ( 1 5 0 ) 1 2 R T L ( 5 0 ) 1 2 L T L ( 7 5 ) 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 338 R 308 R 300 R 4SHLD. 4SHLD. 4 8 4 9 34’ 4 6 12’ 258 R 4 8 R 1 1 8 R 48 R 50 R 50 R 5 R 48 4 4 4 3 7 8 38 R 28 R 5 R 8 R 12 P A R K I N G 1 : 5 1:5 1 : 5 1:5 15 R 4 R 1:5 1 : 5 1ST 63 64 65 63 64 65 1 2 12 12 1 2 1212121212181210 S H L D . 25 R 2 5 R 15 R 15 R 25 R 15 R 1 5 R 15 R 1 0 T R A I L 1 0 T R A I L 8 T R A I L 1 3 L T L ( 3 0 0 ) 6 S H L D . 14 R T L ( 3 0 0 ’) 1 3 L T L ( 3 0 0 ) 1 2 R T L ( 300 ) 4 8 R 3 0 R 1 : 1 5 1 2 30 R 1 1 14 433010 38 R 3 0 R 1:5 LINCOLN 35 R L AYOUT H I S TOR Y MH , DW, J F , J L The ali gnm ent and grades show n on thi s m ap are tentati ve and subj ect to change w ithout noti ce. Staff Approval 2030 F ORECAST NO. 24 , 000 07 The traffi c vol um es show n are __________________________________ By 1140 8 C I TY L I MI TS F R OM 1 / 4 MI LE WE S T OF C I TY L I MI TS TO E AS T 8 L I NDS TR OM 1301 - 98 Copy To: F or: T91605 S . P . T. H . A. J . S . P . T. H . A. J . S . P . T. H . A. J . PP MS Acti vit y PP MS Acti vit y PP MS Acti vit y T. H . VI C I NI TY OF P repared S cal e:H or. 1 i nch = ft. 100 Date: esti m ated for year 20___ MARCH Prepared _____________ APRI L 3 0, 2008 STREET, AND APPROPRIATE TRAIL CHANGES TO THE EAST. AT GRADE CROSSING AT THE SIGNALIZED INTERSECTION AT HWY 8 AND AKERSON ALSO, DELETION OF THE PEDESTRIAN UNDERPASS TUNNEL AND REPLACE WITH AN SIGNALIZED INTERSECT WHERE THERE WILL BE AN AT-GRADE CROSSING. CONNECTIONS THAT GO OVER THE BRIDGE AND EXTEND TO THE HWY 8/ CSAH 14 LINDSTROM BRIDGE WATERWAY CONNECTION AND REPLACE WITH NORTH AND SOUTH JULY 2010 - DELETION OF THE TRAIL CROSSING NORTH AND SOUTH UNDER THE MARCH 2008 - ARCH WITH PEDESTRIAN BOX CULVERT REPLACED WITH BRIDGE. LAYOUT 2 PREPARED INCORPORATING VALUE ENGINEERING RECOMMENDATIONS. -DOWNTOWN PARKING SPOTS WERE 14WIDE, NOW THEY ARE 12WIDE. -RAISED MEDIANS WERE REPLACED WITH PAINTED MEDIANS. DECEMBER 2007 - VALUE ENGINEERING WAS PERFORMED RESULTING IN: MARCH 15, 2007 - CITY CHOOSES ONE WAY PAIR. ROADS MOVED WITHIN RIGHT-OF-WAY. PROJECT LIMITS EXTENDED WEST TO MATCH PREVIOUS PROJECT, FRONTAGE (LIBRARY TO BRIDGE), WHILE THE CITY WAS DECIDING ON ONE WAY PAIR. FEBRUARY 2007 - GENERAL REVISIONS MADE TO WEST END OF PROJECT JAN.2007 - CONCEPT DERIVED BY CONSULTANT WITH CITY AND STATE GUIDANCE. C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E C L O S E ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? ? CONSTRUCTION UNDER AREA STOCK PILE CONSTRUCTION UNDER AREA N 133000 N 134000 E 555000 N 135000 E 555000 N 133000 E 556000 N 134000 E 556000 N 135000 E 556000 N 134000 E 557000 N 135000 E 557000 N 133000 E 558000 N 134000 E 558000 N 135000 E 558000 N 133000 E 559000 N 134000 E 559000 N 135000 E 559000 N 133000 E 560000 N 134000 E 560000 N 133000 E 561000 N 134000 E 561 000 N 133000 E 562000 N 134000 E 562000 N 135000 E 562000 N 133000 E 563000 N 134000 E 563000 N 135000 E 563000 N 133000 E 564000 N 134000 E 564000 N 135000 E 564000 N 133000 E 565000 N 134000 E 565000 N 135000 E 565000 N 133000 E 566000 N 134000 E 566000 N 135000 E 566000 S B6-12 BIT W R OU GH T I R ON F E N C E W R OU G H T I R O N F E N C E ROCK WALL BIT CONC. CONC. PARKING BLOCKS CONC. CONC. CONC. BIT CONC. CONC. F BIT 420 425 430 435 440 4 4 5 45 0 45 5 4 6 0 4 6 5 4 7 0 475 4 8 0 48 5 4 9 0 49 5 5 00 5 05 51 0 51 5 5 20 5 2 5 5 30 5 35 4 75 4 8 0 4 85 4 9 0 4 9 5 11 12 35 31 45 41 51 61 64 81 82 21 22 31 32 10 1 5 20 2 5 30 35 4 0 5 40 5 4 5 20 21 23 24 15 4 7 5 50 50 55 60 50 55 60 90 95 55 10 72 73 7 LINDSTROM EASEMENT-CITY OF PERMANENT DRAINAGE ? ? ? ? ? ? ? ? ? STOCK PILE M M M M M M M M M M M M M N 130000 E 554000 N 131000 E 554000 N 132000 E 554000 N 130000 E 555000 N 131000 E 555000 N 132000 E 555000 1 4 . 5 1 4 . 5 2 0 12121210SHLD. 10SHLD. 121210SHLD. 121210SHLD. 8 5 R 25 R 60 R 2 5 R 10SHLD. 13LTL(300’) 1210SHLD. 14RTL(300’) 12RTL(300) 14LTL(300) 13RTL(300) 1 9 1 0 . 1 6 R 3 0 R 55 R 3 0 R 30 R + 4 9 . 5 1:50 10SHLD. 121214LTL (300) 131 0 S H L D . 1 0 S H L D . 1 2 1 2 1 4 3639+ 4 6 . 5 + 6 6 . 7 1:15 + 3 4 . 5 + 7 8 . 6 + 7 8 . 6 + 0 8 . 6 25+ 9 9 . 5 + 58 . 6 + 00 . 0 1:15 1:15 TH8 { LIBDRV { 302ND 395 400 405 410 415 3 9 0 + 0 0 3 9 0 + 0 0 1 0 10 25 R 25 R 15 R 10 R 2 5 R 1 5 R 15 R 15 R 7 R 25 R 15 R 1 5 R 1 5 R 15 R 30 R 15 R 30 R 60 R 1 5 R 15 R 1 : 1 0 15 R 15 R 15 R 15 R 23 R 10 R 25 R 3 3 R 4 2 R 1 3 R 4 9 . 5 R 10 R 10 R 1 0 R 10 R 7 R 1 5 R 5 R 10 R 4 8 R 88 R 22 R 3 0 R 25 R 30 R 18 R 35 R 40 R 15 R 30 R 2 R 37 R 2 5 R 200 R 1 : 1 5 1 : 15 1 : 1 5 30 R 270 R 20 R 20 R 40 R 258 R 4 8 R 1 1 8 R 48 R 5 0 R 50 R 5 R 38 R 28 R 2 0 R 6 R 5 R 38 R 88 R 35 R 12LTL (240) 10SHLD 10SHLD 34 R 3 0 R 30 R 1212121212 12 1 2 1 2 1 2 12 1 2 12121212181210 S H L D . 12 1 2 1 2 1 2 1 2 1 2 R T L ( 2 0 0 ) 1 0 S H L D . 12 1 4 X 4 0 0 L T L 1 0 S H L D . 12 12 1 2 121 3 L T L ( 3 0 0 ) 8 S H L D . 12121 2 7 1 : 3 0 1 4 T W L T L 1 2 1 4 1 2 1 2 1 4 T W L T L 1 0 T R A I L 1 4 14 R TL ( 300 ) 1 3 L T L ( 3 0 0 ) 1 2 1 2 1 2 L T L 6 S H L D . 6 S H L D 14141 2 12 12 1 2 1 2 1 2 1 2 1 2 1212121 2 1 2 1 2 1 2 12 1 2 1 2 1 2 1 2 1 2 1 2 1 2 12 1 2 12 6 W A L K 1 2 10 T R A I L 1 2 1 2 14 R TL ( 150 ) 1 2 R T L ( 7 5 ’) 1 2 L TL ( 7 5 ) 1 2 R TL ( 7 5 ) 12 R T L ( 7 5 ) 1 4 L T L ( 1 7 5 ) 1 4 R T L ( 1 5 0 ) 1 4 L T L ( 60 0 ) 1 4 R T L ( 2 3 0 ) 1 2 R T L ( 7 5 ) 1 2 R T L ( 7 5 ) 1 2 R TL ( 75 ) 12 P A R K I NG 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 12 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I NG 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 1 2 P A R K I N G 1 6 1 2 1 0 S H L D . 1 0 S H L D 1 2 L AN E 1 4 LE F T T U R N L A N E 1 2 R I G H T T U R N L A N E 1 2 L A N E 1:15 91 9 1 : 50 1 : 1 5 24’ 15 1 8 1 1 1 4 4320 15 4SHLD. 4SHLD. 161420’ 3 8 4 5 4 8 4 9 34’ 4 6 1 2 301:15 1 : 15 26 2 4 2 4 34 2 9 1 8 2 0 2 2 3 3 2 8 1 0 10 22’ 1 5 1 4 2 4 13 1 6 2 2 2 5 4 0 9’ 1 2 3 5 1 2 1 2 4 8 4 4 2 4 7 8 1 2 P A R K I N G 22 24 2 5 1:5 1 : 5 1 : 5 1 : 5 1 : 5 1 : 5 1 : 5 1 : 5 1 : 5 1:5 1 : 5 1:5 1 : 5 1 2 L T L ( 3 0 ) 1 2 1 : 2 0 1 2 R 20 R 22 . 5 8 S H L D . 10 T R A I L 14 R T L ( 3 00 ) 6 S I D E W A L K 121214RTL(120) 1 4 R T L ( 3 0 0 ) 1 4 X 4 00 R T L 6 S I D E W A L K 1 0 T R A I L 1 0 T R A I L 10 S H L D . 10 S H L D . 1 : 5 A K E R S O N P O N D P O N D C HA N N EL P O N D B I K E B624 C&G B 62 4 C & G B 6 2 4 C & G B 6 2 4 C & G B624 C&G B624 C&G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 624 C & G B 6 2 4 C & G B 6 24 C & G B 6 2 4 C & G B 6 2 4 C & G B 62 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 624 C & G B 6 2 4 C & G B624 C&G B 6 24 C & G B 624 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 24 C & G B 6 2 4 C & G B 6 24 C & G B 6 24 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 24 C & G B 6 24 C & G B 6 2 4 C & G B 62 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B 6 2 4 C & G B624 C&G B 4 2 4 C & G B424 C&G B 4 2 4 C & G B 4 2 4 C & G B 4 2 4 C & G 10SHLD 10SHLD 1212+ 4 5 . 0 + 9 5 . 0 1:50 10SHLD 10SHLD 12121 2 1 2 +82.0 +32.0 1 0 S H L D 1 2 1 2 1 3 1 4 12 12 61212+13.2 +24.4 +81.1 + 6 0 . 0 B R NO 13 0 0 1 + 8 9 . 8 8 S H L D 1 2 12 1 2 + 8 2 . 2 + 42 . 2 5 S H L D + 8 3 . 4 1 2 + 64 . 4 + 4 2 . 9 + 5 9 . 8 +40.5 1 2 1 2 6 W A L K 8 W A L K 1 : 7 + 56 . 8 + 6 3 . 1 6 S H L D 1 0 T R A I L 1 4 1 2 1 2 1 2 + 49 . 0 + 7 9 . 7 + 79 . 9 + 9 0 . 7 + 9 0 . 6 + 5 2 . 0 + 5 9 . 8 8 W A L K 1 : 1 5 + 1 9 . 7 + 9 9 . 7 + 4 5 . 0 1 2 1 4 1 2 1 4 1 0 T R A I L 6 W A L K 1 0 S H L D + 6 6 . 1 T H 8 S T A 536 + 8 5 . 15 E N D S . P . 1 301 - 98 ( T H 8 ) 1 : 5 0 12 1 4 1 2 + 0 9 . 0 12 R T L ( 5 0 ) 1 2 L T L ( 7 5 ) 1 2 1 2 12 1 4 1 2 12 12B 6 2 4 C & G 1 0 S H L D . C&G B624 1 2 R TL ( 4 0 ) 87 1:5 1412121 0 S H L D . 1 2 1 2 1 0 S H L D . 5 T R A I L P I 30 R 8 S H L D 5 P I 5 P I ERIN POND EMMA POND 20 B 6 24 C & G R 1 0 2 4 8 5 R 25 R 60 R 2 5 R 3 0 R 55 R 3 0 R 30 R 1:15 1:15 1:15 1 4 . 5 1 4 . 5 1210SHLD. 10SHLD. 121210SHLD. 121210SHLD. 1210SHLD. 14RTL(300) 14LTL(300) 13RTL(300) + 4 9 . 5 1:50 131 0 S H L D . 1 0 S H L D . 1 2 1 2 1 4 3639+ 4 6 . 5 + 6 6 . 7 + 7 8 . 6 + 08 . 6 25+ 9 9 . 5 + 58 . 6 1:15 + 0 0 . 0 B624 C&G B 6 2 4 C & G B624 C&G B 6 2 4 C & G T H 8 S T A 3 9 3 + 1 0 . 0 0 B E G I N S . P . 1 3 0 1 - 9 8 ( T H 8 ) 1 2 1 2 1 4 1 2 1 0 S HLD 14121210SHLD 10SHLD 1:50 +49.5 + 3 4 . 5 +68.7 +54.1 +54. 6 +52.8 10SHLD 10SHLD 121213+ 2 8 . 6 1010

South Center Lake - Lindstrom13515 13 54 135 5 356 5 TRUNK SPEEDHWY. BNO.2 8 T.H. N8 T. H. 8 FRONTAGE R O D REMAX 100’. SCALE IN FEET N 131000 2 1 C O P Y A N o. L A Y O U T N o

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Page 1: South Center Lake - Lindstrom13515 13 54 135 5 356 5 TRUNK SPEEDHWY. BNO.2 8 T.H. N8 T. H. 8 FRONTAGE R O D REMAX 100’. SCALE IN FEET N 131000 2 1 C O P Y A N o. L A Y O U T N o

SN

YD

ER

S

STOP

QUICK

FO

OD

S

LIN

DS

TR

OM

13316

13366

LEGENDROADWAYS

SHOULDERS (PAVED)

SHOULDERS (PARKING)

EXISTING SIGNAL SYSTEM

INPLACE RIGHT OF WAY

HISTORICAL PROPERTIES

ACCESS MODIFICATION

DREDGE CHANNEL

BUMPER TO BUMPER

APARTMENTS

LAUNDRY

LAKEVIEW MOTEL

12625

12619

1259912585

1259012610

12620 30490

12710

30530

30520

30510

30490

PRESS

CHICAGO CO.

MEMORIAL

VETERANS

BANK

STATE

SECURITY

LAW OFFICE

C. NELSON

HARDWARE

LINDSTROMDO IT BEST

12674

12692

12710 FRONTIER

AN

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MA

LL

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AR

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ST

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NT

SW

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N

OP

TIC

AL

LIN

DS

TR

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1272512691

12685

12745

12585

BANKLAKE AREA

OFFICEPOST

HORSEWHEEL

LINDSTROM

PATHWAYSFAMILY

30590

LIQ

UO

RLIN

DS

TR

OM

BA

KE

RY

LIN

DS

TR

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DE

SIG

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AK

ES

HAIR

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AU

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AC

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S.

30495

BARBERPOIK’S

THERAPY ASSOC.FAMILY BASED

12735PHOTO.DRAGONKRISTY

1281512845

12860

1287312895

30450

12900

1289012880

12860

&

AS

SO

C.

LIN

DG

RE

N

APARTMENTSVALKOMMEN

GASHOLIDAY

OF SWEDENST. BRIDGET

PRODUCTSPLASTIC

30597

13166

QUEENDAIRY

12940 1295012970

30495

12980

STATIONFIRE

VA

CA

NT

LA

UN

DR

Y

DA

NC

E

ST

UDIO

KA

LEID

OS

CO

PE

UNIT

Y

"HIR

AM

LO

DG

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FR

EE

MA

SO

NS

1306013046

13075

13105

13150 13158

30490

30450

13135 1314513155 13165

TO

WN

HA

LL

CHIS

AG

O

LA

KE

13190

13200

13208

1322

2

1323

4

1328

0

AUTOCARE

C &

N

J.S.

CA

ST

ER

TO

N

P.A.

13263

13275

30620

30655

13282

13294

SC

OT

T’S

DA

LE

CE

NT

ER

VACANT

PET EXTRAS

B

P

GA

S

ST

ATIO

NC

AR

LS

ON’S

VIDEOS

CENTERFAMILYLAKE

CHISAGO

PARADISEPET

30599

1331113345

13371

13465

13495

13515 13545

13555 13565

TRUNK HWY. NO. 8

T.H. 8

T.H. 8

FRONTAGE ROAD

REMAX

100’

SCALE IN FEET

2

1

CO

PY

No.

LA

YO

UT

No.

MATCHLINE

MATCHLINE

SIDEWALKS \ TRAILS

RAISED MEDIAN \ CURBS

12624

12602

Trailer Track 8.50:

WB-62

Tractor Track

Trailer Width

Tractor Width 8.00

8.50

feet

19.504.00

8.00

:

:

:

15.00

3.00

0.00

Steering Angle

Lock to Lock Time

Articulating Angle

40.50

48.00

6.00

28.40

70.00:

:

:

Lock to Lock Time

Track

Width

:

:

:

feetBUS-40

6.00

8.50

8.50

25.856.00

40.00

Steering Angle 39.30:

TURNING MOVEMENTS TURNING MOVEMENTS

TRUCK APRON

Lock to Lock Time

Track

Width

:

:

:

feetBUS-40

6.00

8.50

8.50

25.856.00

40.00

Steering Angle 39.30:

Trailer Track 8.50:

WB-62

Tractor Track

Trailer Width

Tractor Width 8.00

8.50

feet

19.504.00

8.00

:

:

:

15.00

3.00

0.00

Steering Angle

Lock to Lock Time

Articulating Angle

40.50

48.00

6.00

28.40

70.00:

:

:

PROPOSED SIGNAL SYSTEM

LOT

PARKING

MUNICIPAL

LOT

PARKING

MUNICIPAL

LOT

PARKING

MUNICIPAL

LO

TCIT

Y

MIDDLE SCHOOL

CHISAGO LAKES

ELM ESTATES

CITY HALL

PARK

LIBRARY

CITY OF LINDSTROM

HIS

TO

RY

SO

CIE

TY

CHIS

AG

O

CIT

Y

GU

ST

OF

F’S

JULY 2007 WETLAND DELINEATION

MPH

50

SPEED

POSTED

MPH

50

SPEED

POSTED

MPH

40

MPH

50

SPEED

POSTED

MPH

30

MPH

40

SPEED

POSTED

MPH

45

MPH

30

SPEED

POSTED

MPH

45

SPEED

POSTED

BLDG.

PENINSULA

&

DINNERBELL

GRANITENORTH LAKE

BRIDGE \ ARCH

ORDINARY HIGH WATER LEVEL

ARBYS

SCALE

1 MILE

9

14

12

12

70

85

83

83

82

84

80

80

80

77

74

19

18

2324

25

25

20

20

26

8

8

CHISAGOCITY

LINDSTROM

CENTER CITY

F R A N C

TLittleL.

Sunrise

No.3

Sunrise

Lake

SamL.

GreenL.

GreenLake

Chisago

Lake

Kroon

DuckL.

Swamp

PearsonL.

OgrenL.

PetersonL.

Coleen

Trulson

L.

LinnL.

South

Lake

SouthLindstrom

Lake

NorthCenter

L.

7 9

17

13

1921

2925

35

711

15

13

1923

25

31

35

1

7

119

15 13

19

23

21

195.4

2.8

0.70.7

1.2

9

9

24

Little

1.1

10

8

LINN LAKE

GAME REFUGE

2210

7

4

6

6

R3

77

R

4

498

13

64

Center

3

SchoolL.

Wall-mark L.

MattsonL.

6

3

3

3

7

6

13

15

13

6

10

3

14

NG

COMPANY

R

NG

N.

G.3’’

CO.

31

36

3737

POP. 3,015

POP. 582

POP. 343

Lake

22

L.

L.

N.Lind-

strom

NG

C H I S A G O

L A K E

OLIN

DA

TR.

MO

RG

AN

AV

E.

CHISAGO

BLVD.

280th

347

QUIN

LA

NA

VE.

310th

260th ST.

ST.

LA

KE

BL

VD.

1.7

FURUBY

2005 EST. POP. 4,749

Sunrise

DRY POND

LIN

DE

N

AV

E

PA

RK S

T

MA

PL

E

ST

CS

AH 20

EL

M

ST

CS

AH 25

TH 8

WB

EB

WB

EB

TH 8

7

15

86

138

20

1165

12651278

30

ONE WAY PAIR, 2030 PM

PROPOSED RETAINING WALL

CONSTRUCTION BY OTHERS

CITY LIMITS

CEMETERY

OLIN

DA

TR.

PARTICIPATION)

DREDGE CHANNEL (CITY MPH

50

MPH

30

SPEED

DESIGN

CITY OF LINDSTROM

1 MILE

CITY OF LINDSTROM

CHISAGO LAKES TWP.

CHISAGO LAKES TWP.

CITY OF LINDSTROM

CIT

Y OF LIN

DSTRO

M

CENTER CIT

Y

CIT

Y

OF LIN

DSTR

OM

CHISAGO LAKES TWP.

CHISAGO LAKES TWP.

CITY OF CHISAGO

CHISAGO LAKES TWP.

CITY OF LINDSTROMCHISAGO LAKES TWP.

S.P. 1301-98 (T.H. 8)MINNESOTA DEPARTMENT OF TRANSPORTATION

CHISAGO CO. INDEX MAP

PROJECT LOCATION

1:4

12’

THRU LANE

.04.02

1.5’

.02

TWLTL

12’

THRU LANE

1:4

CLT.H. 8

.04

VAR. 0-12’VAR.10-12’

SHLD./RTL

VAR.10-12’

SHLD./RTL

VAR .02-.02

1.5’

T.H. 8 EXISTING TYPICALS

RURAL SECTION

12’ 14’

THRU LANE

CLT.H. 8

PARKING WALK

VAR.

URBAN SECTION

11.5’

LTL

14’

THRU LANE

11.5’

PARKING

.02-.04.02-.04.02-.04

.02-.04 .02-.04

VAR.

WALK

VAR.

MPH

50

SPEED

DESIGN

MPH

55

SPEED

DESIGN

MPH

45

MPH

55

SPEED

DESIGN

TURNING MOVEMENTS

Lock to Lock Time

Track

Width

:

:

:

feetBUS-40

6.00

8.50

8.50

25.856.00

40.00

Steering Angle 39.30:

30-

AP

RIL-2008

CITY OF CHISAGO

INP

R/

W

INP R/

W

PARKING - BY CITY

SP 1301-98 TH 8 - LINDSTROM

OVERLOOK

OVERLOOK

TRUCK APRON

TH8

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

PRELIMINARY CONSTRUCTION LIMITS

LEGENDROADWAYS

SHOULDERS (PAVED)

SHOULDERS (PARKING)

EXISTING SIGNAL SYSTEM

INPLACE RIGHT OF WAY

HISTORICAL PROPERTIES

ACCESS MODIFICATION

DREDGE CHANNEL

SIDEWALKS \ TRAILS

RAISED MEDIAN \ CURBS

GREEN SPACE

TRUCK APRON

PROPOSED SIGNAL SYSTEM

JULY 2007 WETLAND DELINEATION

BRIDGE \ ARCH

ORDINARY HIGH WATER LEVEL

DRY POND

PROPOSED RETAINING WALL

CONSTRUCTION BY OTHERS

CITY LIMITS

PARTICIPATION)

DREDGE CHANNEL (CITY

PARKING - BY CITY

TOWERWATER

COFFEE POT

2006-17500 AADT

2006-5000

AA

DT

2006-17200 AADT

2006-5000

AA

DT

2006-5200

AA

DT

2006-15000 AADT

PROFILE GRADE (PTH8)

EL. 920

EL. 910

EL. 900

EL. 890

EL. 900.3

HIGH WATER

ORDINARY

GUTTERLINE

WEST ABUTMENT EAST ABUTMENT

EL. 892.0‘

STA. 469+38.5‘

EL. 892.0‘

STA. 469+62.5‘

24’-0"‘

CHANNEL

3’-0"

EL. 900.3‘

STA. 469+18.9‘

3’-0"EL. 900.3‘

STA. 469+69.1‘

LOW BR. EL. 910.8‘

APPROXIMATE FLOWLINE EL. 892.0

WITH GEOTEXTILE FILTER (TYP.)

18" RANDOM RIPRAP CLASS III

LEVELLEVEL

10’0

TRANSVERSE SECTION

12’-0"12’-0"

SHLD.LANE LANESHLD.

P.G. (PTH8)

2.0%2.0%1.0%

< T.H. 8 (TH8)

MN45 PRESTRESSED CONCRETE BEAMS

8"

8’-0"8’-0" 8’-0"

TRAIL

8"

1.0%

10’-0"

WALK

3’-2"

40’-0" ROADWAY

1’-2"

60’-4"

3 SP. @ 8’-6" = 25’-6" 3 SP. @ 9’-6" = 28’-6"

28’-8"‘ 31’-8"‘

STAGE 2 CONSTRUCTIONSTAGE 1 CONSTRUCTION

GENERAL ELEVATION

50

10

45

1190

10

1163

25

10

1155

75

225

155

117515

70

350

55

10

5

50

15

1150

310

20

40

5

825

125

105

25

1030

220

105

20

105

40

1250

25

15

45

1275

15

1425

MPH

30

MPH

40

SPEED

DESIGN

EMMA POND

ERIN POND

LIBRARY

VA

CA

NT

DENTISTRYLINDSTROM FAMILY

BE

AD

ST

OR

E

CHIR

OP

RA

CTIC

LA

KE

S

AR

EA

DE

SIG

NW

OO

DS

LOTUS

JE

SS

E J

OH

NS

ON

LA

W

ST

UDIO

LIN

DS

TR

OM

HAIR

CHAMBER

CHISAGO LAKE FITNESS24 HOUR PHOTOGRAPHY

RENEE LYNN

P.A.

MEATSDEUTSCHLAND

GO

OS

EM

OT

HE

R

WIL

LIA

MS

KE

LL

ER

AF

FAIR

FA

MIL

Y

NO BLDG HERECITY OWNED

SE

RVIC

ES

CH

O

FIN

AN

CIA

L

VA

CA

NT

AU

TO

PA

RT

SK

AT

H

PIZ

ZA

DO

MIN

O’S

IN

SU

RA

NC

ES

EC

URIT

Y/

VIC

TO

R

GALSPICKET FENCE

FLOWERS

MANPIZZA

PA

ND

A

KIN

G

VA

CA

NT

HAIR

SA

LO

NT

OT

AL

LY

YO

U

CENTERANIMAL MEDICAL

VACANT

(GAS

STATION)

VETERINARYLAKES

(FU

TU

RE

HO

ME)

NA

BP

CO

AU

TO

PA

RT

S

REALTYRED KEY

FUNERAL HOMEGRANDSTRAND

CHISAGO LAKES CLINCFAIRVIEW

GUN CLUB

VALUE INNAMERICA’S BEST

US BANK

(VACANT)BOWLING ALLEY/BAR

TAP

HO

US

E

GRI

LL

NAI

LS

CE

NT

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SY

LV

AN

LE

AR

NI

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COFF

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DEP

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BRINK’

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SU

BW

AY

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N

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ON

CA

R

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THRIFT STORE

(VACANT)OFFICES/RETAIL

CLINIC

VIRGA CHIROPRACTIC

CENTER

LINDSTROM CHIROPRACTIC

LO

TU

S

FIT

NE

SS

AND SPASA-PRO POOLS

T.H. 8 PROPOSED TYPICALS

{ TH 8

12’

THRU LANE

12’

THRU LANE

10’

SHLD LT TURN LANE

13’

VARVAR

1:4

GROUND

EXISTING

11’

1:4

GROUND

EXISTING

14’

RT TURN LANE

11’

STA 413+00

8’

SHLD THRU LANE

12’

{ TH 8

THRU LANE

12’

SHLD

8’

0.020.02

STA 469+50

0.02 0.020.01 0.01

10’

TRAIL

8’

SIDEWALK

0.02 0.02

PROFILE GRADE

12’

THRU LANE

10’

{ TH 8

B624 C&G

0.0250.02 0.025

VAR

B624 C&G

0.02

RT TURN LANE

PARKING LANE/

12’

THRU LANEWALK WALK

STA 485+00

12’ 12’

RT TURN LANE

PARKING LANE/

{ TH 8

0.02

B624 C&G

0.0250.02

12’ 14’

PROFILE GRADE

THRU LANE THRU LANE

0.02 0.02

THRU LANETHRU LANE

14’12’12’

LT TURN LANE

GROUND

EXISTING

1:4 GROUND

EXISTING1:4

BIT TRAIL

10’

0.040.025

14’

RT TURN LANE

6’6’

BIT WALK

2’

0.0250.02

STA 501+00

{ TH 8

12’ 10’

THRU LANE

0.02

THRU LANE

14’12’

LT TURN LANE

0.04B624 C&G

VAR

SHLD

10’

BIT TRAIL

VAR VAR

GROUNDEXISTING

VAR

22’

RT TURN LANE/SHLD

VAR

STA 515+00

GROUNDEXISTING

VAR 14’

VARVAR

LINDSTROM

CITY OF

NEWELL AVE

BR

OA

DW

AY

ST

AK

ER

SO

N

ST

BR

OA

DW

AY

ST

ANDREWS AVE

ANDREWS AVE

ST CROIX AVE

AV

E

DE

W

DR

OP

CI

R

DE

W

DR

OP L

ANE

LAKE BLVD

ST CROIX AVE

LAKE BLVD

OLI

ND

A

TR

AI

L

MA

RI

GO

LD

LA

NE

LAKE LANE

LI

NC

OL

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RD (

CO

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VI

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ST

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PA

RK

ST

SUMMIT

AVE

LAKE AVE

MA

PL

E

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OA

K

ST

EL

M

ST

NEWELL AVE

(C

O

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N

LA

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S

TR

L

MA

PL

E

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LA

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LA

NE

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HI

GH

AV

E

LA

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LN

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EL

M

ST

SH

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N.

FIRST AVE. N.

OLIN

DA

TR

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SA

H 25)

T.

H. 8

T.H. 8

302nd STREET

PLEASANT AVENUE

SECOND AVENUE

SOUTH LINDSTROM LAKE

NORTH LINDSTROM LAKE

SOUTH CENTER LAKE

NORTH CENTER LAKE

SOUTH LINDSTROM LAKE

306TH STREET

1ST AVE.

SOUTH LINDSTROM LAKE

PA

RK

ST

- BY COUNTYCSAH 20 RECONSTRUCTION

TRUCK APRON

- LOCAL PARTICIPATIONMILL AND OVERLAY

- BY COUNTYCSAH 20 RECONSTUCTION

- LOCAL PARTICIPATIONMILL AND OVERLAY

WATER QUALITY TREATMENT

PONDING SITE \

WATER QUALITY TREATMENT

PONDING SITE \

SWEDISH IMMIGRANT TRAIL

GREEN SPACE

SWEDISH IMMIGRANT TRAIL

12’

12’

12’ 12’

VAR. SHLD.

12’

12’

33R

42R

13R

6’ SHLD.

6’ WALK

49.5R

12’

VAR. SHLD.

10’ TRAIL

1:7.5

12’

14’RTL(75’)

14’RTL(150’)

12’RTL(75’)

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

1637

R

400

R

500

R

208

R

200

R

16’

20’

10R

29’18’

20’

22’

18’18’

10’10’

22’

15’

533

R

6R

23R

1:5

1:5

1ST

1:2012’

58

59

58

59

12’

12’

12’ 12’

VAR. SHLD.

12’

12’

33R

42R

13R

6’ SHLD.

6’ WALK

49.5R

12’

VAR. SHLD.

10’ TRAIL

1:7.5

12’

14’RTL(75’)

14’RTL(150’)

12’RTL(75’)

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

1637

R

400

R

500

R

208

R

200

R

16’

20’

10R

29’18’

20’

22’

18’18’

10’10’

22’

15’

533

R

6R

23R

1:5

1:5

1ST

1:2012’

58

59

58

59

12’

12’

12’

14’

12’

12’

12’ LTL

6’ WALK

12’12’

15

R

10R

6’ SHLD.

6’ SHLD.

14’

14’

14’

12’

12’

12’

12’

12’

12’12’

12’

12’

12’

12’

12’

12’

15

R

15

R

25

R

15

R

13

R

13

R

12’RTL(7

5’)

14’LTL(1

75’)

14’RTL(1

50’)

12’RTL(50’)

12’LTL(7

5’)

12’ PARKING

12’ PARKING

12’ PARKING

338

R

308

R

300

R

4’

SH

LD.

4’

SH

LD.

48’

49’

34’

46’

12’

258

R

48R

118R

48

R

50R

50R

5R

48’

44’

43’

78’

38

R

28

R

5R

8R

12’ PARKING

1:5

1:5

1:5

1:5

15

R

4R

1:5

1:5

1ST

63

64

65

63

64

65

12’

12’

12’

14’

12’

12’

12’ LTL

6’ WALK

12’12’

15

R

10R

6’ SHLD.

6’ SHLD.

14’

14’

14’

12’

12’

12’

12’

12’

12’12’

12’

12’

12’

12’

12’

12’

15

R

15

R

25

R

15

R

13

R

13

R

12’RTL(7

5’)

14’LTL(1

75’)

14’RTL(1

50’)

12’RTL(50’)

12’LTL(7

5’)

12’ PARKING

12’ PARKING

12’ PARKING

338

R

308

R

300

R

4’

SH

LD.

4’

SH

LD.

48’

49’

34’

46’

12’

258

R

48R

118R

48

R

50R

50R

5R

48’

44’

43’

78’

38

R

28

R

5R

8R

12’ PARKING

1:5

1:5

1:5

1:5

15

R

4R

1:5

1:5

1ST

63

64

65

63

64

65

12’

12’

12’

12’

12’

12’

12’

12’

12’

18’

12’

10’ SHLD.

25

R

25R

15

R

15

R

25

R

15R

15R 1

5

R

10’ TRAIL

10’ TRAIL

8’ TRAIL

13’ LTL(300’)

6’ SHLD.14’ RTL(300’)

13’ LTL(300’)

12’ RTL(300’)

48

R

30R

1:15

12’

30

R

11’

14’

43’

30’

10

38

R

30R

1:5

LINCOLN

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CLOSE

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CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

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CLOSE

CLOSE

CLOSE

CLOSE

CLOSE

?

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CONSTRUCTION

UNDER

AREA

STOCK PILE

CONSTRUCTION

UNDER

AREA

N 133000

N 134000

E 555000

N 135000

E 555000

N 133000

E 556000

N 134000

E 556000

N 135000

E 556000

N 134000

E 557000

N 135000

E 557000

N 133000

E 558000

N 134000

E 558000

N 135000

E 558000

N 133000

E 559000

N 134000

E 559000

N 135000

E 559000

N 133000

E 560000

N 134000

E 560000

N 133000

E 561000

N 134000

E 561000

N 133000

E 562000

N 134000

E 562000

N 135000

E 562000

N 133000

E 563000

N 134000

E 563000

N 135000

E 563000

N 133000

E 564000

N 134000

E 564000

N 135000

E 564000

N 133000

E 565000

N 134000

E 565000

N 135000

E 565000

N 133000

E 566000

N 134000

E 566000

N 135000

E 566000

South Center Lake

STONE POST

7IN WOOD POST GROUP OF 3

STEEL ROUND

7IN WOOD POST

B6-12

BIT

WROUGHT IRON FENCE

WROUGHT IRON F

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ROCK WALL

BIT

CONC.

CONC. PARKING BLOCKS

CONC.

CO

NC.

CONC.

BIT

CO

NC.

CONC.

F

BIT

420

425

430

435

440

445

450

455

460

465

470

475

480

485

490

495

500

505

510

515

520

525

530

535

475 480

485

490

495

11

12

35

31

45

41

51

61

64

81

82

21

22

31

32

10

15

20

25

30

35

40

540

545

20

21

23

24

15

475

50

50

55

60

50

55

60

90

95

55

10

72

73

7

LINDSTROM

EASEMENT-CITY OF

PERMANENT DRAINAGE

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STOCK PILE

M

M

M

M

M

M

M

M

M

M

M

M

M

N 130000

E 554000

N 131000

E 554000

N 132000

E 554000

N 130000

E 555000

N 131000

E 555000

N 132000

E 555000

14.5’14.5’

20’

12’

12’

12’

10’

SH

LD.

10’

SH

LD.

12’

12’

10’

SH

LD.

12’

12’

10’ S

HL

D.

85R

25

R

60

R

25R

10’

SH

LD.

13’

LT

L(300’)

12’

10’

SH

LD.

14’

RT

L(300’)

12’ RTL(300’)

14’ LTL(300’)

13’ RTL(300’)

1910.16

R

30R

55

R

30R

30

R

+49.

5

1:50

10’ S

HL

D.

12’

12’

14’ LTL (300’)

13’

10’

SHLD.

10’

SHLD.

12’

12’

14’

36’

39’

+46.5

+66.

7

1:15

+34.

5

+78.

6

+78.

6

+08.

6

25’

+99.

5

+58.

6

+00.

0

1:15

1:15

TH8

{ LIBDRV

{ 302ND

395

400

405

410

415

390+0

0

390+0

0

10

10

25

R

25

R

15

R

10

R

25R

15

R

15

R

15

R

7R

25

R

15

R

15R

15R 1

5

R

30

R

15

R30

R

60

R

15R

15

R

1:10

15

R

15

R

15

R

15

R

23

R

10

R

25

R

33R

42R

13R

49.5R

10R

10

R

10R

10R 7

R 15R

5R

10

R

48

R

88

R

22

R

30R

25R

30

R

18

R

35

R

40R

15

R

30

R

2R

37

R

25R

200

R

1:15

1:15

1:15

30

R

270

R

20

R

20R

40

R

258

R

48R

118R

48

R

50R

50R

5R

38

R

28

R

20

R

6R

5R

38

R

88

R

35

R

12’

LT

L (240’)

10’ S

HL

D

10’ S

HL

D

34

R

30R

30

R

12’

12’

12’

12’

12’ 12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

18’

12’

10’ SHLD.

12’

12’

12’

12’

12’

12’ RTL( 200’)

10’ SHLD.

12’

14’X 400’LTL

10’ SHLD.12’

12’

12’

12’

13’ LTL(300’)

8’ SHLD.

12’

12’

12’

7’

1:30

14’ TWLTL

12’

14’

12’

12’

14’ TWLTL

10’

TRAIL

14’

14’ RTL(300’)

13’ LTL(300’)

12’

12’

12’ LTL

6’ SHLD.

6’ SHLD

14’

14’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

12’

6’ WALK

12’

10’ TRAIL

12’

12’

14’RTL(150’)

12’ RTL(75’)

12’LTL(75’)

12’ RTL(75’)

12’RTL(7

5’)

14’LTL(1

75’)

14’RTL(1

50’)

14’LTL(600’)

14’RTL(230’)

12’ RTL(75’)

12’RTL(75’)12’RTL(75’)

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

12’ PARKING

16’

12’

10’ SHLD.

10’ SHLD12’ LANE14’ LEFT TURN LANE

12’ RIGHT TURN LANE

12’ LANE

1:15

9’

19’

1:50

1:15

24’

15’ 18’

11’

14’

43’

20’

15’

4’

SH

LD.

4’

SH

LD.

16’

14’

20’

38’

45’

48’

49’

34’

46’

12’

30’

1:15

1:15

26’

24’

24’

34’

29’ 18’

20’

22’

33’28’

10’10’

22’

15’

14’

24’ 13’

16’

22’25’

40’

9’

12’

35’

12’ 12’

48’

44’

24’

78’

12’ PARKING

22’

24’

25’

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

1:5

12’LTL(30’)

12’

1:20

12’

R20

R22.5

8’ SHLD.

10’ TRAIL

14’ RTL(300’)

6’ SIDEWALK

12’

12’

14’

RT

L(120’)

14’RTL(300’)

14’ X 400’ RTL

6’ SIDEWALK

10’ TRAIL

10’ TRAIL

10’ SHLD.

10’ SHLD.

1:5

AKERSON POND

POND

CHANNEL

POND

BIKE

B624 C

&G

B624 C

&G

B624 C&G

B624 C&G

B624

C&

G

B624

C&

G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&GB624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G B624 C&G

B624 C&G

B624 C

&G

B624 C&G

B624

C&

G

B624 C&G

B624 C

&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G B624 C&G

B624 C&G

B624 C&G B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624 C&G

B624

C&

G

B424 C&G

B424 C&G

B424 C&G

B424 C&G

B424 C&G

10’

SH

LD

10’

SH

LD

12’

12’

+45.

0

+95.

0

1:50

10’

SH

LD

10’

SH

LD

12’

12’

12’

12’

+82.0

+32.0

10’ SHLD

12’

12’

13’

14’

12’

12’

6’

12’12’

+13.2

+24.4

+81.1

+60.0

BR NO 13001

+89.8

8’ SHLD

12’12’

12’

+82.2

+42.2

5’ SHLD

+83.4

12’

+64.4

+42.9

+59.8

+40.5 12’

12’

6’ WALK

8’ WALK

1:7

+56.8

+63.1

6’ SHLD

10’ TRAIL

14’

12’

12’

12’

+49.0

+79.7

+79.9

+90.7

+90.6

+52.0+59

.8

8’ WALK

1:15+19.7

+99.7

+45.0

12’

14’

12’

14’

10’ TRAIL

6’ WALK

10’ SHLD

+66.1

TH 8 STA 536+85.15

END S.P. 1301-98 (TH 8)

1:50

12’14’

12’

+09.0

12’RTL(50’)

12’LTL(7

5’)12’

12’ 12’

14’

12’12’

12’

B624 C&G

10’ SHLD.

C&

G

B624

12’ RTL(40’)

8’

7’

1:5

14’

12’

12’

10’ SHLD.12’

12’

10’ SHLD.

5’ TRAIL PI

30

R

8’ SHLD

5’ PI

5’ PI

ERI

N

PO

ND

EM

MA

PO

ND

20’

B624 C&G

R10

24’

85R

25

R

60

R

25R

30R

55

R

30R

30

R

1:15

1:15

1:15

14.5’

14.5’

12’

10’

SH

LD.

10’

SH

LD.

12’

12’

10’

SH

LD.

12’

12’

10’ S

HL

D.

12’

10’

SH

LD.

14’

RT

L(300’)

14’ LTL(300’)

13’ RTL(300’)

+49.

5

1:50

13’

10’

SHLD.

10’

SHLD.

12’

12’

14’

36’

39’

+46.5

+66.

7

+78.

6

+08.

6

25’

+99.

5

+58.

6

1:15

+00.

0

B624

C&

G

B624 C

&G

B624

C&

G

B624 C

&G

TH 8

STA 39

3+10.

00

BEGIN

S.P. 1

301-

98 (

TH 8)

12’1

2’1

4’1

2’

10’ S

HL

D

14’

12’

12’

10’

SH

LD

10’

SH

LD

1:50

+49.5

+34.

5

+68.7

+54.1

+54.6

+52.8

10’

SH

LD

10’

SH

LD

12’12’

13’

+28.

6

10’

10’