Loading...
2000-05-26_TRUNK_HIGHWAY_7_&_41GOVERNING SPECIFICATIONS MINNESOTADEPARTMENT D �'TMENT O TRANSPORTATION _ THE 1595 EDITION OF THE MINNE50 A OEPAR MENT DF AN5P0R A ION'. S ANOA SPECIFICATIONS FOR CONSTRUCTION." SHALL GOVERN INDEX CITIES OF C HOREWOOD & H ® H SSEN SHEET NO. DESCRIPTIO � 1 TITLE SHEET CONSTRUCTION PLAN FOR GRADING SURFACING STORM SEWER AND SIGNAL CONSTRUCTION AGREEMENT NO. 81025 2 GENERAL LAYOUT LOCATED ON 3A-41 FROM 698 m SOUTH OF T.H. 7 TO T.H. 7 CITY OF SHOREWOOD 3 -4A ESTIMATED QUANTITIES- PROJECT �;5 S.P. 1008-58 (T.H.41 =12) 5 -7 TABULATED QUANTITIES LOCATED ON T.H. 7 FROM 102 m WEST OF T.H.4 1 TO 309 m EAST OF T.H. 41 STATE FUNDS 8 EARTHWORK TABULATION CORR/MTGS - PAYREG METRO DIVISION 9 CONSTRUCTION NOTES & STANDARD PLATES G(1NS09PROPOVOICE CONSTR 10 -11 PUBLIC UTILITIES TABULATION LEGAL/EASE ASSMNT STATE PROJECT NO. 1008 -58 STATE PROJECT 40. 1008 -58 12 -20 TYPICAL SECTIONS' P &S PERMITS GROSS LENGTH 697.617 m GROSS LENGTH 410,980 m 21 -24' MISCELLANEOUS DETAILS BID /ROCS FEES /COST BRIDGE LENGTH 0.000 m BRIDGE LENGTH 25 -26 STANDARD STAKING PLAN SHEETS EXCEPTION LENGTH 0.000, m EXCEPTION LENGTH_ 0.000 _m /JV 27 -36 STAGING AND TRAFFIC CONTROL NET LENGTH 697.617 m NET LENGTH 410.980 m 37 -39 ALIGNMENT LAYOUT AND TABULATION 40 -43 EXISTING TOPOGRAPHY & UTILITIES 44-51 MISCELLANEOUS REMOVAL PLAN LIJ HAK UING v r- �r� vim, `. v 52 -58 CONSTRUCTION PLAN a STAR CIR. Z p T ��' P Lj �� s� 59-60 INTERSECTION DETAILS AV J Q 9 III//// V 61 -66 PROFILES LLJ (� S� 67 -72 BITUMINOUS PAVEMENT LAYOUT , SMITHTOWN RD• t c�o�ER GIL1.E o o� ����q q�y �Q Mud—, 80-86A DRAINAGE PROFiLEE& TABULATIONS City CV, 0 �� R �Yp , 87 -92 TURF ESTABLISHMENT PLAN H p �/ Cp�C 19 LakE 93 -97 EROSION CONTROL DETAILS p r l Q 11 '-A• MCL _ w ep'E `�// 98 -1108 SIGNING & STRIPING PLANS & DETAILS a ECHO E� qIN l (n AVE v 111 -118E SIGNAL PLANS CITY Ol., ELO ?� �iD °� \ �7 / % 119 -136 CROSS SECTIONS Cu MONR OE AVE. Z� V THIS PLAN CONTAINS 145 SHEETS. SHOREY� ��j ® ®I� m T %%�� i1. / N ALL APPLICABLE FEDERAL. STATE. AND LOCAL LAWS AND ORDINANCES WILL BE COMPLIED U RIDGE POINT l��� 4 %� /� � Q WITH IN THE CONSTRUCTION OF THIS PROJECT. v1ANN LA. fl r O� �( OADEM Y/z (n ,,I (@ ® � . S.A.P. 216 - 010 -04 r CIR. Mary AVE. a -' a �n. MH D (� (L �/ B12441_1mo F - Lake C✓ 1 ate I- FAX64147W Z END CONSTRUCTION T.H. 77 x CD a o PARK STA. 64 +550.000 _ 0 J }" U Q\� Q W T I 1 7N % Q "'i JEFF W. STEWART. P.E. J LLJ �LLOW -1 R23W za e GALPIN DESIGN ENGINEER: I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY LE OR UNDER MY DIRECT SUPERVISION. AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER 4 PLAN REVISIONS (n = J �� Lake ¢ W �� ti= L UNDER THE LAWS THE STATE OF MINNESOTA. DATE SHEET NO. APPROVED BY Q � Linden = _34 J J DATE 5/26/00 REGISTRATION NUMBER 16511 Lli BEGIN CONSTRUCTION T.H. 7 z ~ �iiw� /�+�GK/ w ) STA. 4 +139.000 4 13 ti1q y MURRAY F (,) z DR, TI 16N Q �O Q r CHARLES T. RICKART. P.E. U �O / ^` �~ �� r�P�'� �1 \�MTT C'T �o• � DESIGN ENGINEER: I HEREBY CERTIFY THAT THE SIGNING 8 STRIPING PLANS &DETAILS. WILTSEY Lq, / ` THAT SIGAM APDULY REEGGISTEREDAPROFESSIONAL ENGINEER UNDER TTHE PLAWS SOF THE STATE INDEX O \HENN PI COUNTY— — OF MINNESOTA. - DATE 5/26/00 REGISTRATION NUMBER 26082 0 250 Soo cr_ N• ^�aNO CARVER COUNTY c PLAN - a Wq S R RD° . ' ' ' ^ ^ ^ • .. ^ n ~ Uj P Li] I APPROVED - DATE lob 2s Ov�N DR. gAY S BEGIN S.P. 1008 -58 T.H. 41 > 64TH 41 Gd`P SOMMER GATE CD 117 CIR. W 0- -( CITY c A SSEN ENGINEER M STA. 14 +936.000 c a Q` APPROVED DATE f/co HORIZONTAL R P• `�' v �rlES T. 'l1,(. J - g '�y�STELLAR � CITY OF SH E ;.nG I N R D ° =`r �' Q V) AVE. J \�� '� � rr /- CIR. Z RECOMMENDED FOR APPR DATE 0 25 o 0Y HI END S.P. 1008 -58 T.H. 41 PkV c� ( ° %1'�TIRQ t , oN PROFILE F� p U : STA. 15 +633.617 T VERTICAL. U w' �Q O 0 � .�' � �O J � RECOMMENDED FOR APPROVAL `.' ' 2 ?,.. DA 0 2.5 SAND P Q � C9 D OQ` STATE TRAFFIC ENGINEER 3 CROSS SECTION CITY OF _ �� W. 65th ST. r= = 84. � RECOMMENDED FOR APPROVAL DATE( 0 2.5 5 / CHANHASSEN a Oaf 85. STATE PRE-LETTING ENGINEER W CRESTVIEW DR. O`� WHITI OFFICE OF LAND DATE � / C MANAGEMENT APPROV DIRECTOR LAND GEMENT ,,,, APPROVED DATE 1:7 5 ATE DESIGN ENGINE ��� T.H. 41 DESIGN DESIGNATION T.H. 7 DESIGN DESIGNATION °ATE =+'�_ RO-A I VISION ENGINEER -STATE AID: REVIEWED FOR A E W TATE AID Y R VALUE = 15 CN18 3.436.000 R VALUE = 50 EN18 5.736.000 PROJECT LOCATION ADT ( Current Year) 2000 = 15.500 DESIGN SPEED 90 km/h ADT ( Current Year) 2.000 = 25.900 DESIGN SPEED 90 km/h DATE %_% ADT (Future Year) 2020 = 20.700 BASED ON STOPPING SIGHT DISTANCE ADT (Future Year) 2020 = 34.50OBASED ON STOPPING SIGHT DISTANCE HENNEPIN 8 APPROVED FOR -STATE AID FUNOIN . STATE AID ENGINEER dhv (Design Hr. Vol.) = 1 .550 HEIGHT OF EYE 1070 mm HEIGHT OF OBJECT 150 mm dhv (Design Hr. Vol.) = 2.590 HEIGHT OF EYE 1070 mm HEIGHT OF OBJECT 150 mr EREBY CERTIFY THAT THE FINAL FIELD REVISIONS. IF ANY, OF THE PLAN WERE - 1 D (Directional Distr.) = 50/50 DESIGN SPEED NOT ACHIEVED AT: D (Directional Distr.) = 50/50 DESIGN SPEED NOT ACHIEVED AT r NA COUNTY : CARVER E eY ME UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED T (Heavy Commercial) = T.1% FUNCTIONAL CLASSIFICATION ARTERIAL T (Heavy Commercial) = 7.1% FUNCTIONAL CLASSIFICATION ARTERIAL PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE of MINNESOTA SOIL FACTOR NA NO. OF TRAFFIC LANES 4 SOIL FACTOR NA NO. OF TRAFFIC LANES 4 DIVISION• METRO HCADT (Future Year)2019 = 1470 NO. OF PARKING LANES NONE HCADT (Future Year)2019 =2450 NO. OF PARKING LANES NONE DATE REG. N0. TON DESIGN 9.1 TON DESIGN 9.1 STA. 15+599 TO STA. 15+629, 50 km/h. S.A.P. 216- 010 -04 C.P. NO. 98 -05 S. P. 1008 -58 (T. H. 41= 012) SHEET NO. 1 OF 136 SHEETS L • � 0 SECTION F (LAKE LINDEN DRAIQ — — — — — — — — — — — — — — — --- — — — — — — — — — — 10 Z P END CONSTRUCTION T.H. 7 J STA. 64+550.000 1E r--4 BEG. S.A.P 216-010-04 'M&T.CH EXISTING t, ere ST/k. 29+960.000 f 5 f j —-04 END, S.A.P. 216 MATCH EXISTING 010 STA. 30+292.022 L 4— IN CONSTRUCTION 71-1.37 �� 64+139.000 PROPOSED SIGNAL SYSTEM -1 SECTION E H. 7) SECTION D (T.H. 7 FRONTAGE ROAD), v j — . ... . .. 0 m 40 m 80 m 160 m 71 cD A - SECTION C (T.H. 41) PROPOSED TREATMENT POND A 8 574 5 10 Z J t! cD + 7, -X, x A-- f --J SECTION B (T.H. 41) cD A ,4 C + LEGEND SHEET NO. DESCRIPTION MISCELLANEOUS REMOVALS % CONSTRUCTION PLAN SECTION A (T. H. 41) ` BEGIN S.P. 1008-58 Hf 41) DRAINAGE & SUPERELEVATION PLAN (T. STA. 14+936.000 F5 21 e <& --------- - -- TURF ESTABLISHMENT & EROSION CONTROL PLAN SIGNING ANO STRIPING PLAN BITUMINOUS PAVEMENT LAYOUT 0 5 Noe DATE By CHK REVISIONS SHEET 350 Wastmood Lake Office RCH/JBB MD4NESOTA DEPARTNfENT OF TRANSPORTATION iNF "'S m 'TA" 0, m.. 8441 Wayzata Boulevard Trunk Highway 7 Trunk Highway 41 Plan By- WSB 1 2 • Minneapolis, MN 55426 CWK/JLB OF ChecKed By: JWS 612-UI4800 Cities of Shorewood }& Chanhassen GENERAL LAYOUT 136 j / JEFF W. STEWART. P.E. & A�mft% 1— FAX 541-1700 Aporoved By: Minnesota S.P. 1008-58 SHEETS JWS 0A1E1 5/26/OG mac. 16511 INFRASTRUCTURE ENGINEERS - PLANNERS 4 -X, x A-- f --J SECTION B (T.H. 41) cD A ,4 C + LEGEND SHEET NO. DESCRIPTION MISCELLANEOUS REMOVALS % CONSTRUCTION PLAN SECTION A (T. H. 41) ` BEGIN S.P. 1008-58 Hf 41) DRAINAGE & SUPERELEVATION PLAN (T. STA. 14+936.000 F5 21 e <& --------- - -- TURF ESTABLISHMENT & EROSION CONTROL PLAN SIGNING ANO STRIPING PLAN BITUMINOUS PAVEMENT LAYOUT 0 5 Noe DATE By CHK REVISIONS SHEET 350 Wastmood Lake Office RCH/JBB MD4NESOTA DEPARTNfENT OF TRANSPORTATION iNF "'S m 'TA" 0, m.. 8441 Wayzata Boulevard Trunk Highway 7 Trunk Highway 41 Plan By- WSB 1 2 • Minneapolis, MN 55426 CWK/JLB OF ChecKed By: JWS 612-UI4800 Cities of Shorewood }& Chanhassen GENERAL LAYOUT 136 j / JEFF W. STEWART. P.E. & A�mft% 1— FAX 541-1700 Aporoved By: Minnesota S.P. 1008-58 SHEETS JWS 0A1E1 5/26/OG mac. 16511 INFRASTRUCTURE ENGINEERS - PLANNERS 7 • ESTIMATED QUANTITIES TAB SHEET NO. ITEM NUMBER DESCRIPTION NOTES UNITS TOTAL S.P. 1008 -58 (TH 7 / TH 411 80% S.P. 1008 -58 20% S.A.P. 216- 010 -04 (FTG ROAD / LK LINDEN DRI S.P. 1008 -58 (TH 7 / TH 411 66% S.P. 1008 -58. 34% S.A.P. 216 - 010 -04 (FTC ROAD / LK LINDEN DR) ROADWAY ROADWAY STORM SEWER STORM SEWER ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED 115 kg /ho 2011.601 CONSTRUCTION SURVEYING kg /ha LUMP SUM 1 0.57 0.23 0.07 0.13 2021.501 MOBILIZATION LUMP SUM 1 0.57 0.23 0.07 0.13 JWS Approved : y JEFF W. STEWART, P.E. 5/26/00 issii &A-Ciat"Im INFRASTRUCTURE FAX 541.1700 ENGINEERS PLANNERS Minnesota S.P. 1008-55 S.A.P. 216-010.04. SHEETS 2031.501 FIELD OFFICE TYPE D - MODIFIED DATE+ ac. xa EACH 1 0.57 0.23 0.07 0.13 2031.503 FIELD LABRATORY TYPE D EACH 1 0.57 0.23 0.07 0.13 E 6 2101.501 CLEARING ha_„ 0.04 0.04 E 6 2101.502 CLEARING TREE 34 20 14 E 6 2101.506 GRUBBING ho 0.04 0.04 E 6 2101.507 GRUBBING TREE 34 20 14 ' 2102.502 PAVEMENT MARKING REMOVAL - TEMPORARY 6 m 700 700 2102.502 PAVEMENT MARKING REMOVAL- PERMANENT 6 in 1400 1400 A 5 2104.501 REMOVE CONCRETE CULVERT in 211 27 184 A 5 2104.501 REMOVE METAL CULVERT in 111 111 A 5 2104.501 REMOVE CURB AND GUTTER in 388 204 184 A 5 2104.503 REMOVE CONCRETE MEDIAN 1 m2 255 55 200 A 5 2104.503 REMOVE BITUMINOUS PAVEMENT 22 m2 12790 8830 3960 A 5 2104.509 REMOVE CONCRETE APRON EACH 17 8 9 A 5 2104.509 REMOVE METAL APRON EACH 10 10 A 5 2104.509 REMOVE MISCELLANEOUS STRUCTURES 3 EACH 1 1 A 5 2104.509 REMOVE CATCH BASIN EACH 7 4 3 0 5 2104.513 SAWING BITUMINOUS PAVEMENT (FULL DEPTH) in 1715 1485 230 2104.523 SALVAGE CONCRETE APRON EACH 1 1 K.L,Q 98 2104.523 SALVAGE SIGN TYPE C EACH 88 73 15 M,R 98 2104.523 SALVAGE SIGN TYPE D EACH 28 15 13 0 98 2104.523 SALVAGE SIGN TYPE SPECIAL EACH 2 2 2104.525 ABANDON CULVERT EACH 2 2 H 8 2105.501 COMMON EXCAVATION (P) no 11287 9505 60 1722 H 8 2105.507 SUBGRADE EXCAVATION (P) m3 8800 6029 2771 H 8 2105.522 SELECT GRANULAR BORROW (CV) m3 12577 9432 3145 H 8 2105.525 TOPSOIL BORROW (LV) m3 3311 2212 1099 C 5 2105.604 GEOTEXTILE FABRIC TYPE V m2 6193 6193 C 5 2211.503 AGGREGATE BASE (CV) CLASS 5 5.15 m3 3275 2620 655 D 5 2232.501 MILL BITUMINOUS SURFACE (50 MM) m2 7020 7020 C 5 2350.609 TYPE LV 4 WEARING COURSE MIXTURE 2.5 t 605 285 320 C 5 2350.609 TYPE LV 3 NON WEARING COURSE MIXTURE t 1070 300 770 C 5 2357.502 BITUMINOUS MATERIAL FOR TACK COAT L 26000 23200 2800 C 5 2360.609 TYPE SP 9.5 WEARING COURSE MIX (4,E) 11 t 5810 5520 290 C 5 2360.609 TYPE SP 12.5 NON WEAR COURSE MIX (4.B) 2 t 5350 4750 600 1 80 2501.511 375 MM CS PIPE CULVERT m 20.8 20.8 1 80 2501.511 900 MM CS PIPE CULVERT in 2.0 2.0 1 80 2501.515 300 MM RC PIPE APRON EACH 2 1 1 1 80 2501.515 375 MM GS PIPE APRON EACH 2 2 1 80 2501.515 375 MM RC PIPE APRON EACH 5 2 3 I 80 2501.515 450 MM RC PIPE APRON EACH 1 1 I 80 2501.515 600 MM RC PIPE APRON EACH I 1 I 80 2501.515 900 MM RC PIPE APRON EACH 2 1 1 1 80 2501.573 INSTALL CONCRETE APRON EACH 1 1 2501.602 PLUG 8 ABANDON PIPE CULVERT EACH 2 2 1 60 2501.602 SAFETY GRATE FOR 300 MM RC APRON EACH 1 1 I 80 2501.602 SAFETY GRATE FOR 375 MM RC APRON EACH 2 2 I 80 2501.602 SAFETY GRATE FOR 450 MM RC APRON EACH 1 1 I 80 2501.602 SAFETY GRATE FOR 900 MM RC APRON EACH 1 1 I 80 2501.602 TRASH GUARD FOR 600 MM APRON EACH 1 1 I 80 2501.602 TRASH GUARD FOR 750 MM APRON EACH 1 1 1 80 2503.511 375 MM PVC PIPE SEWER 14 in 18.3 18.3 1 80 2503.541 300 MM RC PIPE SEWER DES 3006 m 340.6 231.7 108.9 1 80 2503.541 375 MM RC PIPE SEWER DES 3006 in 374.8 299.7 75.1 I 80 2503.541 450 MM RC PIPE SEWER DES 3006 m 90.9 75.6 15.3 1 80 2503.541 525 MM RC PIPE SEWER DES 3006 m 34.9 34.9 1 80 2503.541 600 MM RC PIPE SEWER DES 3006 in 135.2 135.2 1 80 2503.541 1 675 MM RC PIPE SEWER DES 3006 in 16.9 16.9 I 80 2503.541 750 MM RC PIPE SEWER DES 3006 in 19.1 19.1 I 80 2503.541 900 MM RC PIPE SEWER DES 3006 in 7.5 7.5 I 60 2503.541 900 MM RC PIPE SEWER DESIGN 3006 CLASS V- JACKED in 57.3 57.3 1 80 2503.603 375 MM PVC SLOTTED DRAIN 9. 16 in 15.2 15.2 LZ NOTES: 1) INCLUDES THE REMOVAL OF CURB AND GUTTER ASSOCIATED WITH MEDIANS. 2) INCLUDES 10 t FOR TEMPORARY WIDENING DURING CONSTRUCTION. 3) COMMERCIAL SIGN LOCATED NORTH OF THE TH 41 /TH 7 INTERSECTION ON THE EAST SIDE OF THE ROAD. 4) WOOD BAFFLE LOCATED AT THE OUTLET STRUCTURE TO THE POND LOCATED IN THE SOUTHWEST QUADRANT OF THE TH 7 /TH 41 INTERSECTION. 5) INCLUDES QUANTITY NEEDED FOR THE BITUMINOUS PATHWAY. 6) SEE STAGING AND TRAFFIC CONTROL SHEETS. 7) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 8) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 9) SEE MISCELLANEOUS DETAIL SHEETS. 101 STREET SWEEPING TO BE PERFORMED AS REQUIRED BY THE ENGINEER. 111 INCLUDES 500 t OF LEVELING COURSE. 12) TEMPORARY FENCE (ORANGE) TO BE USED AT THE DIRECTION OF THE ENGINEER TO PROTECT TREES DURING CONSTRUCTION. 13) TO BE USED FOR DUST CONTROL AT THE DIRECTION OF THE ENGINEER. 14) PVC PIPE IS SDR -35. 15) AGGREGATE SHALL CONSIST OF 100% CRUSHED NATURAL GRAVEL. 161 PRICE INCLUDES PIPE. 171 CULVERT MARKER 181 INCLUDES SILT FENCE TO BE USED FOR INLET PROTECTION. SEE ERSOSION CONTROL DETAIL SHEETS. 191 EMERGENCY VEHICLE PREEMPTION SYSTEM INCIDENTAL TO FULL T ACT T CONTROL SIGNAL SYSTEM. 201 TO BE USED AS STRIPING FOR THE 2000 -2001 WINTER SUSPENSION. 21) SIGNAL SYSTEM COST PARTICIPATION IS 75% S.P. 1008 -58 AND 25% S.A.P. 216 - 010 -04. 22) THE EXISTING BITUMINOUS PAVEMENT TO BE REMOVED IS 200 mn IN DEPTH BASIS OF QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: 60 kg /m2/25 mm TACK COAT RATE: CHK REVISIONS BETWEEN NEW LAYERS 0.2 L /m2 EXISTING AND MILLED SURFACES C.3 L /m2 FERTILIZER 22 -5 -10 RATE: 225 kg /ha MULCH TYPE 1 RATE: 4.5 t /ha MULCH TYPE 2 RATE: 0.45 L /m2 SEED MIXTURE 60A RATE: 115 kg /ho SEED MIXTURE 25A RATE: 35 kg /ha NO. DATE BT CHK REVISIONS 96i 9n y' RCH /J BB I NDUY CERTIFY )NAT THIS PEAR. MITIGATION ON REPORT WAS PREPARED BY DH MA NT DIRECT ONRAYRSia AM THAT 1 AY A WAY REEISTERED N6ESSIOM EHSINEER MR :NE 4H5 a' i E STATE O' YlNMfSOiA gyp VVestWOad Lake Office 8441 Wayzata Bou1@Vefd y,� aTA' Trunk Highway. 7 / Trunk Highway 41 /� 4I MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan By: CWK /JLB 3 1% 1 ! j1, ` '?lam[/ {�!+' i v�/� ��� �� Minneapolis, MN 55426 812 - 6414800 Cities of Shorewood & Chanhassen ESTIMATED QUANTITIES 3 OF 136 Checked By: N y - JWS Approved : y JEFF W. STEWART, P.E. 5/26/00 issii &A-Ciat"Im INFRASTRUCTURE FAX 541.1700 ENGINEERS PLANNERS Minnesota S.P. 1008-55 S.A.P. 216-010.04. SHEETS J WS DATE+ ac. xa - - R • • ESTIMATED QUANTITIES TAB SHEET N0. ITEM NUMBER DESCRIPTION NOTES UNITS TOTAL S.P. 1008 -58 (TH 7 / TH 411 807 S.P. 1008 -58 207 S.A.P. 216 - 010 -04 (FTG ROAD / LK LINDEN DR) S.P. 1008 -58 (TH 7 / TH 411 667 S.P. 1008 -58. 347 S.A.P. 216- 010 -04 (FTC ROAD / LK LINDEN DR) ROADWAY ROADWAY STORM SEWER STORM SEWER ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED 115 kg /ha 2504.602 RELOCATE HYDRANT 8 VALVE 7 EACH 2 2 CWK /JLB -Checked � 1 ' ` -�' ` !il/SB Minneapolis, 554 6 Cities & Chanhassen OF BaY: yw ; �, I 80 2506.501 CONST DRAINAGE STRUCTURE DESIGN F m 1 24.5 18.4 6.1 1 80 2506.501 CONST DRAINAGE STRUCTURE DESIGN G ESTIMATED QUANTITIES m 1 25.9 24.6 1.3 1 80 2506.501 CONST DRAINAGE STRUCTURE DESIGN SPEC 1 9 m 8.5 - 8.5 1 80 2506.501 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 9 m 14.6 SHEETS 14.6 1 80 2506.501 CONST DRAINAGE STRUCTURE DES 1350 MM 4020 m 7.8 3.1 4.7 1 80 2506.501 CONST DRAINAGE STRUCTURE DES 1500 MM 4020 m 3.5 1.6 1.9 I 80 2506.501 CONST DRAINAGE STRUCTURE DES 1650 MM 4020 m 10.0 2.2 7.8 I 80 2506.501 CONST DRAINAGE STRUCTURE DES 1800 MM 4020 m 4.0 4.0 1 80 2506.501 CONST DRAINAGE STRUCTURE DES 1950 MM 4020 m 1.4 1.4 I 80 2506.502 CONST DRAINAGE STRUCTURE DESIGN SPEC 3 9 EACH 1 1 J 80 2506.516 CASTING ASSEMBLY EACH 59 33 26 1 80 2506.602 CONSTRUCT CONTROL STRUCTURE 4.9 EACH 1 1 I 80 2511.501 RANDOM RIPRAP CLASS III m3 27.8 9.7 18.1 1 80 2511.501 RANDOM RIPRAP CLASS IV m3 6.0 6.0 I 80 2511.515 GEOTEXTILE FILTER TYPE IV m2 72.0 34.2 37.8 B 5 2521.501 100 MM CONCRETE WALK m2 480 410 70 B 5 2521.501 150 MM CONCRETE WALK m2 85 85 B 5 2531.501 CONCRETE CURB d GUTTER DESIGN 8424 m 1020 1020 B 5 2531.501 CONCRETE CURB 8 GUTTER DESIGN 8618 m 1585 340 1245 B 5 2531.503 CONCRETE MEDIAN m2 180 180 B 5 2531.507 200 MM CONCRETE DRIVEWAY PAVEMENT m2 110 110 B 5 2531.602 CONIC ENTRANCE NOSE DES 7113 EACH 11 9 2 2533.603 RELOCATE CONCRETE MEDIAN BARRIER m 290 290 2533.603 CONCRETE MEDIAN BARRIER DESIGN 8337 m 270 270 2540.602 MAIL BOX SUPPORT 8 EACH 3 3 2545.602 RELOCATE LIGHTING UNIT 8 EACH 2 2 2554.509 GUIDE POST TYPE B 17 EACH 14 8 6 2554.602 IMPACT ATTENUATOR BARRELS EACH 48 48 2554.602 RELOCATE IMPACT ATTENUATOR BARRELS EACH 48 48 2563.601 TRAFFIC CONTROL LUMP SUM 1 0.57 0.23 0.07 0.13 2563.602 RAISED PAVEMENT MARKER TEMPORARY EACH 300 300 2563.602 MEDIAN BARRIER DELINEATOR EACH 25 25 N.P 98 2564.531 SIGN PANELS TYPE C m2 43.52 43.52 S 98 2564.531 SIGN PANELS TYPE D m2 18.67 18.67 K.0 96 2564.537 INSTALL SIGN TYPE C EACH 11 1 10 M 98 2564.537 INSTALL SIGN TYPE D EACH 11 11 0 98 2564.537 INSTALL SIGN TYPE SPECIAL EACH 2 2 2564.602 PAVEMENT MESSAGE (LEFT ARROW) PAINT 20 EACH 14 14 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) PAINT 20 EACH 12 12 T 99 2564.602 PAVEMENT MESSAGE (LT ARROW) POLY PREFORM EACH 14 14 T 99 . 2564.602 PAVEMENT MESSAGE (FIT ARROW) POLY PREFORM EACH 12 12 2564.603 100 MM SOLID LINE WHITE -PAINT 20 m 3953 3843 110 2564.603 200 MM SOLID LINE WHITE -PAINT 20 m 67 50 17 2564.603 600 MM SOLID LINE WHITE -PAINT 20 m 65 65 2564.603 100 MM BROKEN LINE WHITE -PAINT 20 m 715 705 10 2564.603 200 MM DOTTED LINE WHITE -PAINT 20 m 40 40 2564.603 100 MM SOLID LINE YELLOW -PAINT 20 m 1520 1420 100 2564.603 100 MM DOUBLE SOLID LINE YELLOW -PAINT 20 m 815 815 2564.603 600 MM SOLID LINE YELLOW -PAINT 20 m 145 145 2564.603 100 MM BROKEN LINE YELLOW -PAINT 20 m 64 1 64 T 99 2564.603 100 MM SOLID LINE WHITE- POLYMER PREFORMED m 1235 1150 85 T 99 12564.603 100 MM BROKEN LINE WHITE - POLYMER PREFORMED m 715 705 10 T 99 2564.603 200 MM DOTTED LINE WHITE - POLYMER PREFORMED m 40 40 T 99 2564.603 100 MM SOLID LINE YELLOW - POLYMER PREFORMED m 1520 1420 100 T 99 2564.603 100 MM DOUBLE SOLID LINE YELLOW -POLY PREFORMED m 815 815 T 99 2564.603 600 MM SOLID LINE YELLOW -POLY PREFORMED m 145 145 T 99 2564.603 100 MM ,BROKEN LINE YELLOW - POLYMER PREFORMED m 64 64 T 99 2564.603 100 MM SOLID LINE WHITE -EPDXY m 2718 2693 25 T 99 2564.603 200 MM SOLID LINE WHITE -EPDXY m 67 50 1 17 T 1 99 2564.603 600 MM SOLID LINE WHITE -EPDXY m 65 65 NOTES: 11 INCLUDES THE REMOVAL OF CURB AND GUTTER ASSOCIATED WITH MEDIANS. 2) INCLUDES 10 t FOR TEMPORARY WIDENING DURING CONSTRUCTION. 3) COMMERCIAL SIGN LOCATED NORTH OF THE TH 41 /TH 7 INTERSECTION ON THE EAST SIDE OF THE ROAD. 4) WOOD BAFFLE LOCATED AT THE OUTLET STRUCTURE TO THE POND LOCATED IN THE SOUTHWEST QUADRANT OF THE TH 7 /TH 41 INTERSECTION. 5) INCLUDES QUANTITY NEEDED FOR THE BITUMINOUS PATHWAY. 6) SEE STAGING AND TRAFFIC CONTROL SHEETS. 7) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 8) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 9) SEE MISCELLANEOUS DETAIL SHEETS. 10) STREET SWEEPING TO BE PERFORMED AS REQUIRED BY THE ENGINEER. 111 INCLUDES 500 t OF LEVELING COURSE. 12) TEMPORARY FENCE (ORANGE) TO BE USED AT THE DIRECTION OF THE ENGINEER TO PROTECT TREES DURING CONSTRUCTION. 13) TO BE USED FOR DUST CONTROL AT THE DIRECTION OF THE ENGINEER. 14) PVC PIPE IS SOR -35. 151 AGGREGATE SHALL CONSIST OF 1007 CRUSHED NATURAL GRAVEL. 161 PRICE INCLUDES PIPE. 17) CULVERT MARKER 181 INCLUDES SILT FENCE TO BE USED FOR INLET PROTECTION. SEE ERSOSION CONTROL DETAIL SHEETS. 19) EMERGENCY VEHICLE PREEMPTION SYSTEM INCIDENTAL TO FULL T ACT T CONTROL SIGNAL SYSTEM. 201 TO BE USED AS STRIPING FOR THE 2000 -2001 WINTER SUSPENSION. 211 SIGNAL SYSTEM COST PARTICIPATION IS 757 S.P. 1008 -58 AND 257 S.A.P. 216 - 010 -04. 221 THE EXISTING BITUMINOUS PAVEMENT TO BE REMOVED IS 200 mm IN DEPTH BASIS OF QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: 60 kg /m2/25 mm TACK COAT RATE: RCH /J BB BETWEEN NEW LAYERS 0.2 L /m2 EXISTING AND MILLED SURFACES 0.3 L /m2 FERTILIZER 22 -5 -10 RATE: 225 kg /ha MULCH TYPE 1 RATE: 4.5 t /ha MULCH TYPE 2 RATE: 0. 45 L /m2 SEED MIXTURE GOA RATE: 115 kg /ha SEED MXTURE 25A RATE: 35 kg /ha RCH /J BB I XEREfir RPrm rxAr IYIE PLAY. SPEEIEICATIM 011 REMIr 99 PREPARED BY ON UNDER YT xuECi uvnmislo Yx rxu I w A eAr aEC+sTE En PnaESSIUUL Ewixcm Pna 350 VVeaMrood Lake OIRC@ nIINNBSOTA DEPARTMENT OF TRANSPORTATION SHEET J Plan BY: ixE LAES OF rXE S1AlE OF YIYRESOTA 8447 W amEOorA Trunk Highway 7 /Trunk Highway 41 4 ' CWK /JLB -Checked � 1 ' ` -�' ` !il/SB Minneapolis, 554 6 Cities & Chanhassen OF BaY: yw ; �, �� 612-541-4= of Shorewood Jws JEFF W. STEWART, P.E. &AmTC- IGT.IFPe FAX 541 ESTIMATED QUANTITIES 136 AppPaVed By-. -1700 Minnesota - - .) WS GATE. 5/26/00 RED. x0. +fish INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1005-58, S.A.P. 216 - 010-04 SHEETS • ESTIMATED QUANTITIES TAB SHEET NO. NUMBER DESCRIPTION NOTES UNITS TOTAL S.P. 1008 -58 (TH 7 / TH 411 807 S.P. 1008 -58 207 S.A.P. 216 - 010 -04 (FTG ROAD / LK LINDEN OR) S.P. 1008 -58 (TH 7 / TH 411 667 S.P. 1008 -58. 347 S.A.P. 216 - 010 -04 (FTG ROAD / LK LINDEN DR) ROADWAY ROADWAY STORM SEWER STORM SEWER ESTIMATED ESTIMATED ESTIMATED ESTIMATED ESTIMATED EXISTING AND MILLED SURFACES 0.3 t 1m2 FERTILIZER 22 -5 -10 RATE: 225 kg /ha 2564.604 CONSTRUCTION SIGNS - SPECIAL m2 6.5 MULCH TYPE 1 RATE: 4.5 t /ha 6.5 T 99 2564.604 ZEBRA CROSSWALK - WHITE POLY PREFORMED I m2 70 70 SEED MIXTURE 60A RATE: 115 kg /ha a p n d U 2564.604 ZEBRA CROSSWALK WHITE -PAINT 20 m2 70 70 N0. DATE By CHK REVISIONS Design y: RCH /J BB I HErEM CERTIn MAT MIS PEA«. SPECIFICATION. IN REM WAS PEpM RV d Val NT ontro TwMiSRe we MAr I w A OaT NECISTm Plan mam ERCUCm um ME'In 06 ME STATE 0, YINK=, 350 V��� Lake Olflce 8441 we Boulevard Wayzata �1awnOre: Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 2565.511 FULL T ACT T CONTROL SIGNAL SYSTEM 19, 21 SIG SYS 1 1 Checked By: 2565.601 SALVAGE SIGNAL SYSTEM LUMP SUM 1 1 y ' JWS 2565.616 t TEMPORARY SIGNAL SYSTEM Minnesota SYSTEM 1 1 approved By: l JEFF N. STENART. P.E. - Jws 5/26/00 i6S11 DATE, «EY. «D, INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58, S.A.P. 216 - 010 -04 SHEETS 2571.602 TREE PROTECTION TYPE 1 12 EACH 7 6 1 2571.610 TREE PRUNING HOURS 8 6 2 F 6 2573.502 SILT FENCE, TYPE HEAVY DUTY 18 m 675 625 SO F 6 2573.603 SILT FENCE, TYPE MACHINE SLICED m 595 595 G 7 2575.501 SEEDING ha 2 2 G 7 2575.502 1 SEED MIXTURE 25A (MOD) kg 13 13 G 7 2575.502 1 SEED MIXTURE 60A (MOD) ko 187 187 G 7 2575.505 SODDING TYPE SALT RESISTANT m2 15260 5440 9820 G 7 2575.511 MULCH MATERIAL TYPE 1 t 9 9 G 7 2575.511 MULCH MATERIAL TYPE 2 L 756 756 G 7 2575.519 DISK ANCHORING ha 2 2 G 7 2575.532 COMMERCIAL FERT ANALYSIS 22-5 -10 ka 444 444 2580.603 INTERIM PAVEMENT MARKING 6 m 4020 4020 NOTES: 1) INCLUDES THE REMOVAL OF CURB AND GUTTER ASSOCIATED WITH MEDIANS. 2) INCLUDES 10 t FOR TEMPORARY WIDENING DURING CONSTRUCTION. 3) COMMERCIAL SIGN LOCATED NORTH OF THE TH 41 /TH 7 INTERSECTION ON THE EAST SIDE OF THE ROAD. 4) WOOD BAFFLE LOCATED AT THE OUTLET STRUCTURE TO THE POND LOCATED IN THE SOUTHWEST QUADRANT OF THE TH 7 /TH 41 INTERSECTION. 5) INCLUDES QUANTITY NEEDED FOR THE BITUMINOUS PATHWAY. 6) SEE STAGING AND TRAFFIC CONTROL SHEETS. 7) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 8) SEE MISCELLANEOUS REMOVAL PLAN SHEETS. 9) SEE MISCELLANEOUS DETAIL SHEETS. 101 STREET SWEEPING TO BE PERFORMED AS REQUIRED BY THE ENGINEER. 11) INCLUDES 500 t OF LEVELING COURSE. 121 TEMPORARY FENCE (ORANGE) TO BE USED AT THE DIRECTION OF THE ENGINEER TO PROTECT TREES DURING CONSTRUCTION. 13) TO BE USED FOR OUST CONTROL AT THE DIRECTION OF THE ENGINEER. 14) PVC PIPE IS SDR -35. 15) AGGREGATE SHALL CONSIST OF 1007 CRUSHED NATURAL GRAVEL. 161 PRICE INCLUDES PIPE. 17) CULVERT MARKER 18) INCLUDES SILT FENCE TO BE USED FOR INLET PROTECTION. SEE ERSOSION CONTROL DETAIL SHEETS. 19) EMERGENCY VEHICLE PREEMPTION SYSTEM INCIDENTAL TO FULL T ACT T CONTROL SIGNAL SYSTEM. 20) TO BE USED AS STRIPING FOR THE 2000 -2001 WINTER SUSPENSION. 21) SIGNAL SYSTEM COST PARTICIPATION IS 757 S.P. 1008 -58 AND 257 S.A.P. 216 - 010 -04. 22) THE EXISTING BITUMINOUS PAVEMENT TO BE REMOVED IS 200 mn IN DEPTH BASIS OF QUANTITIES UNIT WEIGHT OF BITUMINOUS MIX: 60 kg /m2/25 rrvn TACK COAT RATE: BETWEEN NEW LAYERS 0.2 L /m2 EXISTING AND MILLED SURFACES 0.3 t 1m2 FERTILIZER 22 -5 -10 RATE: 225 kg /ha MULCH TYPE 1 RATE: 4.5 t /ha MULCH TYPE 2 RATE: 0.45 L /m2 SEED MIXTURE 60A RATE: 115 kg /ha a p n d U SEED MIXTURE 25A RATE: 35 kg /ha N0. DATE By CHK REVISIONS Design y: RCH /J BB I HErEM CERTIn MAT MIS PEA«. SPECIFICATION. IN REM WAS PEpM RV d Val NT ontro TwMiSRe we MAr I w A OaT NECISTm Plan mam ERCUCm um ME'In 06 ME STATE 0, YINK=, 350 V��� Lake Olflce 8441 we Boulevard Wayzata �1awnOre: Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan By: CWK /JLB r �'LA,w / SB Minneapolis, MN 55428 4A Checked By: Cities of Shorewood & Chanhassen - d i/ !:./ /` r / V�eI of y ' JWS 612s41-4aoo Minnesota ESTIMATED QUANTITIES �.'iG approved By: l JEFF N. STENART. P.E. - Jws 5/26/00 i6S11 DATE, «EY. «D, INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58, S.A.P. 216 - 010 -04 SHEETS • i 0 CLEARING AND GRUBBING a STATION TO STATION LOCATION CLEARING CLEARING GRUBBING GRUBBING ho TREE ho TREE S.P. 1008 -58 kg m2 kg 14+936 - 15 +150 t TH- 41 150 15 +150 - 15+450 195 385 14 +936 - 15 +150 200 60 Checked By: JWS 15 +150 - 15+450 0.02 9 0.02 9 15+450 - 15+610 0.02 11 0.02 11 0.2 RAMP 123 0.9 116 7 -41 CROSSING ENT. 45 120 0.7 1 50+000 - 50+060 81 TH 7 243 0.7 158 64 +139 - 64 +350 110 13 64 +350 - 64+549 35 RAMP 97 0.7 149 70+000 - 70 +132 SUB -TOTAL 625 595 TH 7 COOP. AGREEMENT 64 +139 - 64 +350 FRONTAGE ROAD AND 640 12 64 +350 - 64+549 0.1 23 15+675 - 30+020 50 PATHWAY RAMP SUB -TOTAL 50 SUB -TOTAL 0.04 20 0.04 20 0.5 66 0.1 23 COOP. AGREEMENT FRONTAGE ROAD AND TH 7 LAKE LINDEN DRIVE 14 14 15+675 - 30+020 0.1 12 0.5 135 0.1 23 64 +350 - 64 +549 PATHWAY 12 0.5 99 0.1 23 SUB -TOTAL 14 14 TOTAL 0.04 34 0.04 34 EROSION CONTROL MATERIALS QF STATION TO STATION LOCATION SILT FENCE TYPE HEAVY DUTY SILT FENCE TYPE MACHINE SLICED ITT m . S.P. 1008 -58 MULCH MATERIAL TYPE 2 DISK ANCHORING COMMERCIAL FERTILIZER (22 -5 -10) TH 41 kg m2 kg 14+936 - 15 +150 t ho 150 15 +150 - 15+450 195 385 15+450 - 15+610 200 60 Checked By: JWS TH 41 7 -41 CROSSING ENT. �" J JEFF W. STEWART, P.E. 5/26/00 16511 o.rT+ x5c. •o+ 50+000 - 50+060 14 +936 - 15 +150 Approved By: J WS 0.2 RAMP 123 0.9 116 70+000 - 70 +132 45 120 0.7 1 2300 81 TH 7 243 0.7 158 64 +139 - 64 +350 110 13 64 +350 - 64+549 35 2.9 97 0.7 149 PATHWAY SUB -TOTAL 625 595 COOP. AGREEMENT 50+000 - 50+060 FRONTAGE ROAD AND 640 12 LAKE LINDEN DRIVE 0.1 23 15+675 - 30+020 50 PATHWAY RAMP SUB -TOTAL 50 TOTAL 675 595 TURF ESTABLISHMENT STATION TO STATION LOCATION SEEDING SEED MIX 25A MODIFIED SODDING SEED MIX 60A MODIFIED MULCH MATERIAL TYPE 1 MULCH MATERIAL TYPE 2 DISK ANCHORING COMMERCIAL FERTILIZER (22 -5 -10) ho kg m2 kg t t ho k S.P. 1008 -58 an CWK /JLB QUANTITY TABULATIONS S.P. 1008 -58 Checked By: JWS TH 41 �" J JEFF W. STEWART, P.E. 5/26/00 16511 o.rT+ x5c. •o+ - 14 +936 - 15 +150 Approved By: J WS 0.2 123 0.9 116 0.2 45 15 +150 - 15 +450 0.7 1 2300 81 3.2 243 0.7 158 15 +450 - 15+620 0.7 13 2500 35 2.9 97 0.7 149 7 -41 CROSSING ENT. 50+000 - 50+060 0.1 640 12 0.5 0.1 23 RAMP 70+000 - 70 +132 0.1 12 0.5 66 0.1 23 TH 7 64+000 - 64 +350 0.1 12 0.5 135 0.1 23 64 +350 - 64 +549 0.1 12 0.5 99 0.1 23 SUB -TOTAL 2.0 13 5440 187 9.0 756 2.0 444 COOP. AGREEMENT FRONTAGE ROAD AND LAKE LINDEN DRIVE 15+675 - 30+020 9820 SUB -TOTAL 9820 TOTAL 2.0 13 15.260 187 9.0 756 2.0 444 NO. DATE I By txK I REVISIONS ' RCH /J 88 P l By: i KMI u ORE., m - 5151[x Na r A, I , , ur RSIS ERR PW Fs51IX4 FN51 E9 IaES 0WC ttsnn cur ,x15 nµ. SPEFifI y FW. Sr MFR M r5vuco I a xa fl xF LM5 , SIA,O pi Y HME50fl, / _ , t�l v" v ✓� � iiV /� jy.� 350 V+(ashvood Leloj Office sea, Wayzata Bp1,leVaTA WCQ Minneapolis, MN 55428 /, Vim 812SC1.4800 & FAX541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS -- V0CffiQFA: Trunk Highway 7 / Trunk Highway 41 Cities of Shorewood & Chanhassen Minnesota MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET s OF 136 SHEETS an CWK /JLB QUANTITY TABULATIONS S.P. 1008 -58 Checked By: JWS v �" J JEFF W. STEWART, P.E. 5/26/00 16511 o.rT+ x5c. •o+ - Approved By: J WS • • • EARTHWORK TABULATION ROADWAY STATION EXCAVATION EMBANKMENT ROADWAY COMMON ROADWAY SUBGRADE ROADWAY COMMON SELECT GRANULAR AREA m2 VOLUME m3 AREA m2 VOLUME m3 AREA m2 VOLUME m3 AREA m2 VOLUME m3 TRUNK HIGHWAY 41 14 +936.00 0.0 1 0.0 Cities of Shorewood & Chanhassen 0.0 0.0 14 +940.00 2.8 5.6 4.3 8.6 5.3 10.6 6.3 12.6 812- W-4800 � FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 14+960.00 1.9 47.0 3.7 80.0 0.5 58.0 3.7 100.0 �� DAIi 5/26/00 Bsn PEE. F0, 14 +980.00 1.5 34.0 3.0 67.0 0.8 13.0 3.7 74.0 15+000.00 1.9 34.0 3.1 61.0 0.3 11.0 3.7 74.0 15+020.00 2.0 39.0 3.3 64.0 0.3 1 6.0 3.7 1 74.0 15+040.00 1.5 35.0 3.2 65.0 0.2 5.0 3.7 74.0 15+060.00 1.2 1 27.0 3.1 1 63.0 0.6 8.0 3.7 74.0 15+080.00 1.0 22.0 3.1 62.0 0.6 12.0 3.7 74.0 15 +100.00 0.7 17.0 3.0 61.0 0.8 14.0 3.6 73.0 15 +120.00 0.7 14.0 3.0 60.0 0.5 13.0 3.3 69.0 15 +140.00 0.7 14.0 3.0 60.0 0.2 7.0 3.3 66.0 15 +160.00 2.3 30.0 1.7 47.0 0.4 6.0 1.7 50.0 15 +169.75 1.6 1910 1.7 16.6 0.6 4.9 1.7 16.6 15 +180.00 1.6 16.4 1.7 17.4 2.1 13.8 1.7 17.4 15 +190.00 2.8 22.0 2.0 18.5 1.7 19.0 2.0 18.5 15 +200.00 8.5 56.5 5.3 36.5 4.1 29.0 5.5 37.5 15 +220.00 2.8 113.0 4.7 100.0 10.7 148.0 7.6 131.0 15 +240.00 2.8 56.0 6.8 115.0 8.4 191.0 7.5 151.0 LAKE LINDEN DRIVE 15 +260.00 1.6 44.0 6.7 135.0 4.4 128.0 7.6 151.0 15 +280.00 5.9 75.0 6.1 128.0 3.0 74.0 7.7 153.0 SCHOOL ENTRANCE 15 +300.00 3.1 90.0 4.1 102.0 8.6 116.0 8.3 160.0 15 +320.00 1.7 48.0 4.7 88.0 10.4 190.0 3.7 120.0 15 +340.00 1.1 28.0 2.6 73.0 20.4 308.4 10.3 140.0 15 +350.00 4.2 26.5 4.9 37.5 3.9 121.7 5.0 76.5 15 +360.00 4.2 42.0 5.4 51.5 6.2 50.5 5.6 53.0 15 +380.00 1.6 58.0 2.6 80.0 15.4 216.0 7.7 133.0 15+400.00 1.8 34.0 2.6 52.0 18.1 335.0 8.3 160.0 SCHOOL ENTRANCE 15+420.00 1.2 30.0 2.7 53.0 8.8 1 269.0 9.2 1 175.0 15+440.00 16.5 177.0 6.1 88.0 2.1 109.0 10.2 194.0 CHASKA ROAD 15 +460.00 8.4 249.0 14.3 204.0 2.4 45.0 22.2 324.0 15 +462.82 8.4 1 23.7 13.3 38.9 4.7 10.0 18.8 57.8 15 +480.00 8.3 143.5 12.1 218.2 18.4 198.4 19.3 327.3 15+500.00 8.3 166.0 12.1 242.0 54.3 727.0 19.2 385.0 15+520.00 9.2 175.0 14.3 264.0 46.4 1007.0 19.2 38410 15+540.00 8.4 176.0 13.1 274.0 44.2 906.0 19.5 387.0 CHASKA ROAD 15+560.00 8.6 170.0 13.1 262.0 15.0 592.0 19.5 390.0 15+580.00 13.0 216.0 17.2 303.0 8.6 236.0 21.1 406.0 7 -41 CROSSING 15+600.00 11.5 245.0 20.3 375.0 10.8 194.0 24.4 455.0 15+620.00 17.7 292.0 17.0 373.0 1.0 118.0 17.0 414.0 15 +633.62 31.4 334.4 17.0 231.5 0.3 8.9 17.0 231.5 50+040.00 4.6 33.5 9.6 94.5 16.5 203.0 12.1 140.0 TRUNK HIGHWAY 41 TOTALS 3.9 3445.0 8.2 4676.0 7.1 6529.0 1 8.5 6464.0 50+060.00 4.2 40.5 6.8 75.0 0.1 36.0 6.8 76.5 TRUNK HIGHWAY 7 64 +140.00 35.0 5.4 0.0 13.6 0.0 0.2 0.0 13.6 64 +160.00 81.6 1166.0 0.0 0.0 0.0 0.0 0.0 0.0 7 -41 CROSSING 64 +180.00 87.7 1693.0 0.0 0.0 0.0 0.0 0.0 0.0 64 +200.00 45.2 1 1329.0 0.0 0.0 0.0 0.0 0.0 0.0 RAMP 64 +220.00 8.4 9.1 0.0 9.1 64 +240.00 6.2 73.0 9.1 91.0 0.0 0.0 9.1 91.0 64 +250.00 6.1 61.5 9.1 91.0 0.0 0.0 9.1 91.0 64 +260.00 4.7 1 60.0 7.3 87.5 0.0 0.0 8.0 87.5 64 +280.00 11.2 1 159.0 15.3 226.0 0.0 0.0 17.1 251.0 64 +300.00 7.1 183.0 12.9 282.0 0.0 0.0 13.9 310.0 RAMP 64 +320.00 6.5 136.0 11.6 245.0 0.0 0.0 12.4 263.0 64 +321.09 6.5 7.1 11.6 12.6 0.0 0.0 12.4 13.5 64 +340.00 1.9 79.4 5.1 157.9 0.0 0.0 6.0 174.0 64 +360.00 5.1 70.0 5.1 102.0 0.0 0.0 6.2 122.0 64 +380.00 2.8 79.0 5.0 101.0 1 0.0 0.0 5.1 113.0 64+400.00 2.6 54.0 2.8 78.0 0.1 1.0 2.8 79.0 64+420.00 6.2 88.0 4.0 68.0 1.8 19.0 5.2 80.0 64 +440.00 5.2 114.0 4.0 80.0 1.9 37.0 4.4 96.0 TRUNK HIGHWAY 7 TOTALS 5158.0 1353.0 57.0 1 1501.0 EARTHWORK TABULATION ROADWAY STATION EXCAVATION EMBANKMENT ROADWAY COMMON ROADWAY SUBGRADE ROADWAY COMMON SELECT GRANULAR AREA m2 VOLUME 3 AREA 1712 VOLUME m3 AREA m2 VOLUME m3 AREA m2 VOLUME m3 LAKE LINDEN DRIVE 29 +960.00 ° 4.6 1 6.4 Cities of Shorewood & Chanhassen 0.0 6.4 29+980.00 6.2 108.0 6.4 128.0 0.0 0.0 6.4 128.0 812- W-4800 � FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 30+000.00 8.4 146.0 6.4 128.0 0.0 0.0 6.4 128.0 �� DAIi 5/26/00 Bsn PEE. F0, 30+020.00 7.8 162.0 6.4 128.0 0.0 0.0 6.4 128.0 30+040.00 2.8 106.0 6.4 128.0 0.0 0.0 6.4 128.0 30+060.00 0.0 28.0 2.5 1 89.0 2.7 27.0 6.4 128.0 30+080.00 0.0 0.0 0.3 1 28.0 5.5 82.0 6.4 128.0 30 +100.00 0.0 0.0 2.1 24.0 4.8 103.0 6.4 128.0 30 +120.00 0.0 0.0 4.1 62.0 1.5 63.0 6.4 128.0 30 +140.00 0.2 2.0 6.2 103.0 0.7 22.0 6.4 128.0 30 +160.00 1.8 20.0 6.4 126.0 1.1 18.0 6.4 128.0 30 +180.00 4.5 63.0 6.4 128.0 1.3 24.0 6.4 128.0 30 +200.00 5.4 1 99.0 6.4 128.0 0.8 1 21.0 6.4 128.0 30 +220.00 5.6 110.0 6.4 128.0 0.1 9.0 6.4 128.0 30 +240.00 5.4 110.0 6.4 1 128.0 0.0 1.0 1 6.4 128.0 30 +260.00 5.0 104.0 6.4 128.0 0.5 5.0 6.4 128.0 30 +280.00 5.1 101.0 6.4 128.0 0.1 6.0 6.4 128.0 30 +292.00 5.1 61.2 6.4 76.8 0.1 1.2 6.4 76.8 LAKE LINDEN DRIVE TOTALS 1220.0 1789.0 382.0 2125.0 SCHOOL ENTRANCE 20+015.00 5.7 9.0 3.5 9.0 20+020.00 5.5 28.1 8.5 43.8 2.8 15.9 8.5 43.8 20+030.00 7.1 63.0 8.2 83.5 0.9 18.9 8.2 83.5 20+040.00 8.4 77.1 7.3 77.5 0.7 8.1 7.3 77.5 20+050.00 8.6 84.6 6.3 68.0 0.0 3.4 6.3 68.0 20+059.00 8.1 1 75.1 6.3 56.7 0.0 0.0 6.3 56.7 SCHOOL ENTRANCE TOTALS 328.0 329.0 46.0 329.0 CHASKA ROAD 40+015.00 1.4 4.0 11.5 6.2 40+020.00 2.1 8.8 6.1 25.3 3.2 36.8 9.1 38.3 40+030.00 5.6 38.8 7.2 66.5 0.4 18.0 7.3 82.0 40+040.00 10.3 79.8 5.6 64.0 0.0 2.0 5.6 64.5 40+044.00 10.4 41.5 5.9 23.0 1 0.0 0.0 5.9 23.0 CHASKA ROAD TOTALS 169.0 179.0 57.0 208.0 7 -41 CROSSING 50+015.00 6.0 2.5 37.8 18.2 50+020.00 0.1 15.3 1.3 9.5 43.0 202.0 15.3 83.8 50+030.00 2.1 11.0 9.3 53.0 24.1 335.5 15.9 156.0 50+040.00 4.6 33.5 9.6 94.5 16.5 203.0 12.1 140.0 50+050.00 3.9 42.5 8.2 89.0 7.1 118.0 8.5 103.0 50+060.00 4.2 40.5 6.8 75.0 0.1 36.0 6.8 76.5 50+062.00 1.2 5.4 6.8 13.6 0.1 1 0.2 6.8 13.6 7 -41 CROSSING TOTALS 148.0 335.0 895.0 573.0 RAMP 70+040.00 8.4 9.1 0.0 9.1 70+050.00 6.2 73.0 9.1 91.0 0.0 0.0 9.1 91.0 70+060.00 1 6.1 61.5 9.1 91.0 0.0 0.0 9.1 91.0 70+070.00 5.9 60.0 8.4 87.5 0.0 0.0 8.4 87.5 70+080.00 6.6 62.5 9.0 87.0 0.0 0.0 9.0 87.0 RAMP TOTALS 257.0 357.0 70 1 357.0 N0. DATE By CNN I REVISIONS 9n Y= RICH /J 88 ay: I IEREI I CERTIP MIt INIS KO. SKCIFICSTIM. N RV01I VM REPNO) B1 CA INM W DIRECI UPMWISIO1 Wa TINT I w . Ral REIISITREI PFMSSIORE ENGINEER 1NOER ER.I SIAE R RESMA, ,�,]9 ����,., �' ✓( v1� i/' 350 Westwood Lake office 8441 Wayzata Boulevard �C� Minneapolis, MN 55426 V Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 7 -eF CWK /JLB Cities of Shorewood & Chanhassen t.CChe ked By: Jws JEFF W. STEWART. P.E. 812- W-4800 � FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota EARTHWORK TABULATION S.P. 1008 -58 136 SHEETS oved By: JWS �� DAIi 5/26/00 Bsn PEE. F0, _ • • •. ' I EARTHWORK TABULATION Q EXCAVATION EARTHWORK ACCOUNTING SP 1008 -58 ROADWAY 9 505 m3 (EV) SP 1008 -58 ROADWAY (9 505 + 6 029) m3 (EV) /1.2 = 12 945 m3 (CV) (12 945 — 7 584 = ) 5 361 m3 (CV) EXCESS COMMON EXCAVATION 11 287 m3 (EV) COOPERATIVE AGREEMENT SP 1008 -58 1 722 m3 (EV) COOPERATIVE AGREEMENT CITY 60 m3 (EV) COMMON 8 472 m3 (CV) EXCESS COOPERATIVE AGREEMENT SP 1008 -58 (1 722 + 2 521) m3 (EV) /1.2 = 3 536 m3 (CV) ( 3 536 — 683 1 = 2 853 m3 (CV) EXCESS SP 1008 -58 ROADWAY 6 029 m3 (EV) COOPERATIVE AGREEMENT CITY ( 60 + 250 m3 (EV) /1.2 = 258 m3 (CV) SUBGRADE EXCAVATION 8 800 m3 (EV) COOPERATIVE AGREEMENT SP 1008 -58 2 521 m3 (EV) ( 258 — 0 258 m3 (CV) EXCESS COOPERATIVE AGREEMENT CITY 250 m3 (EV) SP 1008 -58 ROADWAY 9 432 m3 (CV) BORROW SP 1008 -58 ROADWAY 1 480 m3 (EV) SELECT GRANULAR 12 577 m3 (CV) BORROW COOPERATIVE AGREEMENT SP 1008 -58 2 895 m3 BORROW SALVAGED TOPSOIL 1 760 m3 (EV) COOPERATIVE AGREMENT SP 1008 -58 280 m3 (EV) COOPERATIVE AGREEMENT CITY 250 :CV: m3 CV BORROW COOPERATIVE AGREEMENT CITY 0 m3 (EV) SP 1008 -58 ROADWAY 1 480 — 3 060 m3 (CV)*1.4 = 2 212 m3 (LV) BORROW EMBANKMENT TOPSOIL 3 311 To3 (LV) BORROW COOPERATIVE AGREEMENT SP 1008-58 280 — 1 045 m3 (CV)*1.4 = 1 071 m3 (LV) BORROW COOPERATIVE AGREEMENT CITY 20 m3 (CV)*1.4 = 28 m3 (LV) BORROW - SP 1008 -58 ROADWAY 7 584 m3 (CV) COMMON 8 267 m3 (CV) COOPERATIVE AGREEMENT SP 1008 -58 683 m3 (CV) COOPERATIVE AGREEMENT CITY 0 m3 (CV) SP 1008 -58 ROADWAY 9 432 W (CV) SELECT GRANULAR 12 577 m3 (CV) COOPERATIVE AGREEMENT SP 1008 -58 2 895 m3 (CV) COOPERATIVE AGREEMENT CITY 250 m3 (CV) SP 1008 -58 ROADWAY 3 060 m3 (CV) TOPSOIL 4 125 m3 (CV) COOPERATIVE AGREEMENT SP 1008 -58 1 045 m3 (CV) COOPERATIVE AGREEMENT CITY 20 m3 (CV) NOTES: EXCESS SUITABLE EMBANKMENT MATERIAL SHALL REMAIN THE PROPERTY OF THE COUNTY UNTIL THE GRADING OPERATION IS SUBSTANTIALLY COMPLETE, AT WHICH TIME THE REMAINING EXCESS MATERIAL SHALL BE DISPOSED OF OFF THE RIGHT —OF —WAY AS APPROVED BY THE ENGINEER. REHANDLING OF ANY MATERIAL. STOCKPILING. REMOVING STOCKPILED MATERIAL NECESSARY TO UTILIZE EXCAVATED MATERIAL FOR EMBANKMENT CONSTRUCTION. AND /OR REMOVAL OF EXCESS MATERIAL FROM THE PROJECT SITE SHALL BE INCIDENTAL TO THE PROJECT AND NO ADDITIONAL COMPENSATION SHALL BE MADE. N0. DATE BY CNK REVISIONS Oesign By: RCH /J BB P Ian By: I NEIESY CERTIFY WT Tx IS PLN1. SPECIFICATICI. a REM N DRECT arrmY151a1 NW THAT I NI A NIEY RESISKIND MWESSIOMI THE u.5 TAE STAiE RINTESDIA �� "� i �. MS REFAAED BT EFRIIEER a W INSER MW /��A �JQ Viid/ 350 Wastwood Lalm Office 8441 Wayzata Boulevard Minneapol'ES,MN55426 - •-, Trunk Highway 7 /Trunk Highway 41 /� 41 MR4NESOTA DEPARTMENT OF TRANSPORTATION SHEET 8 OF CWK /JLB Cities of Shorewood & Chanhassen - Che eC By: JWS JEFF W. STEWART. P.E. 8da- INFRASTRUCTURE - 81z�1� FAX 601.1700 ENGINEERS - PLANNERS Minnesota EARTHWORK TABULATION S.P. 1008-58 136 SHEETS Approved y: JWS DATE, 5/26/00 KD, �, 6555 0 • • CONSTRUCTION AND SOIL NOTES 1. TOP OF THE GRADING GRADE 15 DEFINED AS THE BOTTOM OF THE CLASS 5 AGGREGATE BASE. 2. SELECT GRADING MATERIAL WHETHER OBTAINED LOCALLY OF FROM BOROW. SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL. DEBRIS. PEAT. MUCK AND OTHER ORGANIC OR OTHER UNSTABLE MATERIAL. 3. SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 3149.281 4. STRIP ALL TOPSOIL AND INPLACE SLOPE DRESSING WHERE PRESENT IN AREAS TO BE DISTRIBUTED BY CONSTRUCTION AND REUSE AS SLOPE DRESSING. AN ESTIMATED AVERAGE DEPTH OF INPLACE SLOPE DRESSING 1S 0.15m THICK S. SLOPE DRESSING ON THIS PROJECT IS DEFINED AS THE TOPSOIL OR OTHER SOIL PLACED DURING PRIOR CONSTRUCTION FOR ESTABLISHING TURF. BORINGS ENCOUNTERED DARK BROWN AND VERY DARK BROWN. NON PLASTIC SANDY LOAM AS SLOPE DRESSING. 6. OBTAIN COMPACTION ON PERMANENT GRADING AND AGGREGATE BASE PORTIONS OF CONSTRUCTION IN ACCORDANCE WITH THE "SPECIFIED DENSITY METHOD ". EXCEPT THAT IN AREAS WHERE SALVAGED ASPHALT CONCRETE OR CRUSHED CONCRETE IS USED FOR AGGREGATE BASE. COMPACTION OF THE AGGREGATE BASE LAYER SHALL BE OBTAINED IN ACCORDANCE WITH THE "QUALITY COMPACTION METHOD" REQUIREMENTS. 7. TEST ROLLING SHALL NOT BE REQUIRED. 8. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE RECYCLED TO THE EXTENT ALLOWED IN BASE AND SURFACING ITEMS OR DISPOSED OF OUTSIDE OF THE RIGHT OF WAY IN ACCORDANCE WITH SPEC. 2104.3C3• 9. THE BOTTOM OF ALL EXCAVATION SHALL BE COMPACTED WITH A MINIMUM OF FOUR PASSES WITH AN APPROVED ROLLER. 10. IN ANY PROPOSED WIDENING CONSTRUCTION. THE CONTRACTOR SHOULD STRIVE TO SUBSTANTIALLY MATCH THE SOIL INPLACE IN THE UPPER 1.5 METERS OF THE ROADWAY TO BE WIDENED. GRANULAR BACKFILL SHOULD NOT BE PERMITTED ADJACENT TO INPLACE NON- GRANULAR SOILS IN ORDER TO PREVENT AN ABRUPT SOILS DIFFERENTIAL. 11. AS A PRECAUTIONARY MEASURE FROM A SOILS STANDPOINT. TRAFFIC LANES TO BE USED DURING CONSTRUCTION MUST BE DELINEATED TO KEEP VEHICLES A SAFE DISTANCE AWAY FROM THE ADJACENT EXCAVATION. THE DELINEATION SHOULD COINCIDE WITH POINTS ESTABLISHED BY PROJECTING A 1(V):2(H) OR FLATTER SLOPE BETWEEN THE EDGE OF THE TRAFFIC SURFACE AND THE BOTTOM OF'THE EXCAVATION. 12. WHERE CONNECTING TO IN- PLACE ROADWAYS AT THE TERMINI OF PROPOSED NEW CONSTRUCTION. CUT VERTICALLY TO THE BOTTOM OF THE IN- PLACE SURFACING. THEN AT A 1(V):20(H) TAPER TO THE BOTTOM OF THE RECOMMENDED SUBGRADE EXCAVATION. 13. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. 14. USE TACK COAT BETWEEN ALL BITUMINOUS LAYERS AND PRIOR TO PLACING ANY BITUMINOUS MIXTURES ON EXISTING PAVEMENT. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.15 TO 0.25 L /m2 BETWEEN BITUMINOUS LAYERS AND 0.30 TO 0.45 L /m2 ON MILLED BITUMINOUS SURFACES PRIOR TO BEING OVERLAID. 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. 15. TEMPORARY EROSION CONTROL - TEMPORARY EROSION CONTROL DEVICES AND THEIR SUGGESTED LOCATIONS HAVE BEEN SHOWN IN THE PLANS ALONG WITH PAY ITEMS FOR THEIR USE. THIS DOES NOT HOWEVER RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO CONDUCT HIS CONSTRUCTION IN A MANNER THAT WILL CONTROL EROSION. RESPONSIBILITY FOR CONTROLING EROSION IS AS SET IN MN /DOT SPECIFICATIONS 1717. 1803. 2101. 2105. 2573. 2575. AND IS AMMENDEO BY THE SPECIAL PROVISIONS. 16. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING FIELD MANUAL DATED JANUARY 1998. 17. WHEN THE TERM "INCIDENTAL" IS USED IN THESE PLANS OR IN THE SPECIAL PROVISIONS. IT SHALL MEAN: MINOR ITEMS (AS OF EXPENSE) THAT ARE NOT INDIVIDUALLY ACCOUNTED FOR. WATER RESOURCE NOTES THESE NOTES PROVIDE INFORMATION ABOUT CRITICAL FEATURES AND ELEVATIONS FOR THE DRAINAGE ON THIS PROJECT. A CONTROL IS THE ELEVATION OF A PLACE OR FEATURE WHICH DETERMINES HOW LOW A STORM SEWER MUST OR CAN BE. OR HOW HIGH THE WATER CAN GET IN A POND. GENEARALLY SPEAKING. STORM SEWERS. PONDS. AND DITCHES ARE LOCATED TO MAINTAIN THE FLOW OF STORM WATER IN MUCH THE SAME DIRECTION IT FLOWED PRIOR TO THIS PROJECT. CHANGING THE DIRECTION OF FLOW FROM WHAT IS SHOWN ON THE PLANS COULD CAUSE PROBLEMS BEYOND THE PROJECT LIMITS. DIRECTION CHANGES SHOULD BE REVIEWED BY WATER RESOURCES ENGINEERING: CONTACT DELLA SCHALL. (763) 797 -3088. ALL CONCRETE PIPES SHALL BE GASKETED PER STANDARD.PLATE 3006 G. ALL AREAS UTILIZED FOR STOCKPILE AREAS SHALL HAVE SILT FENCE INSTALLED AS DIRECTED BY THE ENGINEER TO PROTECT FROM EROSION. THIS IS INCIDENTAL TO THE PROJECT. SPECIAL DITCH GRADES ON PROFILES & CROSS SECTIONS ARE TO THE TOP OF TOPSOIL. 1. THE STORM WATER MANAGEMENT SYSTEMS DESCRIBED IN THESE "NOTES" IS DESIGNED TO BE CONSISTENT WITH THE FOLLOWING PLANS: A. MINNEHAHA CREEK WATERSHED DISTRICT B. MPCA NPDES PERMIT REQUIREMENTS 2. THIS PROJECT CONSISTS OF THE FOLLOWING STORM DRAIN CONTROLS: SHEET NO. LOCATION REASON FOR CONTROL ELEVATION 75 SOUTH END OF POND OUTLET 300.228 NWL TREATMENT POND 75 & 23 STRUCTURE # 5024 RATE CONTROL 299.506 76 NE & NW AREA OF TH 7 & TH 41 EMERGENCY OVERFLOW 301.800 3. THE FOLLOWING SPECIAL FEATURES ARE ESSENTIAL TO ENSURE PROPER DRAINAGE AND FUNCTION OF SYSTEM: FEATURE LOCATION FUNCTION WOOD BAFFLE NORTH END OF TREATMENT POND IMPROVE WATER QUALITY VANE GRATE NB TH 41(S. OF SCHOOL ENTRANCEI INTERCEPT FLOW ON HIGH SIDE OF SUPER ELEVATION IF CHANGES ARE MADE IN THESE LOCATIONS. FEATURES, OR IN THE CONTROL ELEVATIONS. PLEASE CHECK WITH THE WATER RESOURCES ENGINEER: DELLA SCHALL 797 -3088 STORM SEWER OUTLETS AND INLETS ARE INTENDED TO BE AT THE DITCH BOTTOM OR AT THE POND OR CREEK NORMAL WATER LEVEL. WARP THE SLOPES TO FIT THE APRON TO THE DITCH BOTTOM OR WATER LEVEL. STRUCTURE #5024 IS INCLUDED TO PROVIDE RATE CONTROL FROM THE TH 7 & TH 41 STORMWATER STORAGE AREAS. 4. THE FOLLOWING CONSTRUCTION PERMITS APPLY: A. UNITED STATES ARMY CORP OF ENGINEERS. MCPA. NPDES B. MINNEHAHA CREEK WATERSHED DISTRICT PERMIT. C. PLEASE READ THE PERMIT APPLICATIONS AND THE PERMITS FOR ANY SPECIAL CONDITIONS. THE MCWD PERMIT HAS BEEN OBTAINED. AM THE FOLLOWING STANDARD PLATES APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION. SHALL APPLY TO THIS PROJECT. MN/DOT STANDARD PLATES PLATE NO. DESCRIPTION -- - .... - -- ...._._........._ ... M 3000 L M 3006 G 3022_, 8 ...... _.._. _.._.. - - -- - - - - .. _. _._.._ ............... . - - -....... - ... - .............. ........... _ ............... _--- 'REINFORCED CONCRETE PIPE --.._........._.._ ..- ....__.-...._......._.._...- - R. - ..._...........PE - ....._..__...._.. -- ..._........_.. GASKET JOINT FOR R. C. PIPE _ PRECAST CONCRETE_END SECTION � ___ _ -M M 3133 C M 3136 A - ._.__...._..__...._........_.. M 3139 A _, RIPRATP AT RCP OUTLETS SLOTTED VANE DRAIN __-...,,,..___.•,_._.._.._._.._....__....._. ._-........_._._.... - --...._...._._...._.._.---_... ...._ .............._........... _. RIPRAP AT PRECAST CONCRETE END SECTION * 3145 E� _ CONCRETE PIPE TIES M 4005 L _.__._.._._.__._..._._..._._... M 4006 L M 4010 H _ MANHOLE OR CATCH BASIN _.___._....-.._.....___.._._._.__._._._..._._._..___...._._..__.._._._._.......___ __.__...__._..._____._._._.__._ __.._..._.__.._ ....._._.._....._......_._.__.. MANHOLE OR CATCH BASIN CONCRETE SHORT CONE AND ADJUSTING RING _ M 4020 H MANHOLE_ OR CATCH COVER M 4101 D -- - - ........._..._...._. M 4140 D_ _BASIN RING CASTING FOR MANHOLE OR CATCH BASIN _..__....._.._ ................. .........._..__...._._........ ..._......_.._..._.__.......... -- --....._...._..__......_..._........ ........ ..._. .... _ ............ ........ - ... _ ....... _ ..... _.... - _CURB _BOX .__CASTING ..._FOR.._ CATCH ___ BASIN ._,_.__._._._.__ ................... ____.__.. ._...____.........___...._.._.. SPECIAL GRATE FOR CATCH BASIN M 4143 E _CASTINGS _ STOOL-GRATE & CONCRETE FRAME M 4154 8 _....._...._._.__:._..._._......_...__....__...._._._._....__._....__._._._.._._.__._._......_......._.._._.._.._ M 4180 .J CATCH BASIN GRATE CASTING ...............-.---._.._...___._ ................... ..................... __---._.._.-.--.- MANHOLE OR CATCH BASIN STEP M 7035 K_- CONCRETE WALK & CURB RETURNS_ AT ENTRANCES M 7036 D _ _._.. 7t.._.....__. C...__.._......_._..._ 00 M 7111 J PEDESTRIAN CURB RAMP -� .............._._._._..__............._............... TT......._...---- .....__... ---- .._..._...._...._......_...-._._....-._.--..--- -- -- .._.._........._........... CONCRETE CURB.._& GU _...ER INSTALLATION OF CATCH BASIN CASTINGS M 7113 A CONCRETE APPROACH NOSE DETAIL Y� M 8000 I M 8150 B M 8337 A STANDARD BARRICADES - -� _ - -� _ INSTALLATION OF CULVERT MARKERS TEMPORARY PORTABLE PRECAST CONCRETE BARRIER M 9102 D_I TURF ESTABLISHMENT AREAS (AT PIPE CULVERT ENDS) -- _ NQ. I GATE I BY CHI( REVISIONS UBSI gn py: I WM5 CCMIFT MAT THIS RAN. MCIrICATIM. M KMT VAS WAKD MT M NaCA 350 Weg(syood Lake Office /�, SHEET RCH /J BB M OIRECT RffMVISICN No Mr 1 W. A my NLCIsrmc R sIONI aicrosi mo , en Trunk Highway 7 / Trunk Highway 41 Q MINNESOTA DEPARTMENT OF TRANSPORTATION P Ian By: Tx[ uxs ar rxc su aF HNNESMA ,� 6441 W 818 Boulevard amaAesOM Minneapolis, MN 55426 9 - CWK /JLB r OF CneaNea ay: a W B 812�1� Cities of Shorewood & Chanhassen Jws JEFF W. ST NART. P.E. F.,Ty,,.,�g CONSTRUCTION NOTES & STANDARD PLATES 136 aooroveo By: T/12i0a 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 J WS DATE. NMC. xo. SHEETS NOTES: 11 ALL TH 41 OFFSETS REFERENCED OFF NORTHBOUND ¢. 21 ALL TH 7 OFFSETS REFERENCED OFF EASTBOUND t- GAS (MINNEGASCO) STATION FORCEMAIN POWER (NSP) REMARK OWNER TH 41 STATION STATION OFFSET ITEM REMARK OWNER TH 41 TH 41 14 +919 16 M RT G RELOCATE MN /DOT WEST SIDE OF ROAD G LEAVE AS IS MGAS 15 +183 GV G 14 +919 48 M LT POLE (P —AE) LEAVE AS IS NSP 14+964 19 M LT POLE (P —AE) LEAVE AS IS NSP 15+010 19 M LT POLE (P —AE ) LEAVE AS IS NSP 15+057 20 M LT POLE (P —AE) LEAVE AS 1S NSP 15 +150 23 M LT POLE (P —AE) LEAVE AS IS NSP 15 +196 23 M LT POLE (P —AE) LEAVE AS IS NSP 15+246 20 M LT POLE (P—AEI LEAVE AS IS NSP 15 +293 21 M LT POLE (P —AE) LEAVE AS IS NSP 15 +344 21 M LT POLE (P—AE) LEAVE AS IS NSP 15 +344 18 M RT POLE (P —AE) CROSSES C/L LEAVE AS IS NSP 15+408 38 M LT 26 M RT G I LEAVE AS IS MGAS 15 +705 15+433 48 M LT P —BUR LEAVE AS IS NSP 15+450 48 M LT P —BUR LEAVE AS IS NSP 15+513 50 M LT P —BUR LEAVE AS 1S NSP 15+513 25 M LT P —BUR LEAVE AS IS NSP 15 +506 10 M LT P —BUR LEAVE AS IS NSP 15+506 18 M RT P —BUR CROSSES C/L LEAVE AS IS NSP US WEST 15 +363 26 M LT PEDESTAL LEAVE AS EAST SIDE OF ROAD US WEST 15+450 25 M LT T -BUR LEAVE 14+938 32 M RT POLE (P —AE) LEAVE AS IS NSP 15+000 31 M RT POLE (P —AE) LEAVE AS IS NSP 15+080 24 M RT POLE (P —AE) LEAVE AS IS NSP 15 +160 18 M RT POLE (P —AE) LEAVE AS IS NSP 15 +250 17 M RT POLE (P —AE) LEAVE AS IS NSP 15 +330 13 M RT POLE (P —AE) LEAVE AS IS NSP 15 +344 18 M RT POLE (P —AE) LEAVE AS IS NSP 15+422 17 M RT POLE (P —AE) LEAVE AS IS NSP 15+506 18 M RT POLE (P —AE) LEAVE AS IS NSP 15+599 22 M RT POLE (P —AE) RELOCATE NSP 15+684 24 M RT POLE (P —AE) LEAVE AS IS NSP IS CHANHASSEN TH 7 15 +339 24 M RT GV LEAVE AS 64 +278 44 M LT POLE (P —AE) LEAVE AS IS NSP 64 +275 40 M LT POLE (P —AE) LEAVE AS IS NSP 64 +275 47 M LT POLE (P —AE) LEAVE AS IS NSP 64 +358 50 M LT POLE (P —AE) LEAVE AS IS NSP 64+447 43 M LT POLE (P —AE) LEAVE AS IS NSP 64+538 44 M LT POLE (P —AE) LEAVE AS IS NSP 64+633 44 M LT POLE (P —AE) LEAVE AS IS NSP 64+572 102 M LT POLE (P —AE) LEAVE AS IS NSP 15 +356 67 M LT LEAVE AS IS CHANHASSEN 15 +408 FRONTAGE ROAD M LT LEAVE AS IS CHANHASSEN 15 +508 72 M LT LEAVE AS IS CHANHASSEN 15 +508 30+020 8 M LT LEAVE AS IS CHANHASSEN 15+513 30+030 9 M LT P —BUR LEAVE AS IS NSP 30+052 10 M LT P —BUR LEAVE AS IS NSP 30+074 5 M RT P —BUR LEAVE AS IS NSP 30+080 20 M RT P -BUR LEAVE AS IS NSP 30 +113 9 M LT P —BUR LEAVE AS IS NSP 30 +113 21 M LT P —BUR LEAVE AS IS NSP 30 +126 21 M LT P —BUR LEAVE AS IS NSP 30 +126 26 M LT P —BUR LEAVE AS 1S NSP 30 +129 26 M LT 30 +127 18 M LT P —BUR LEAVE AS IS NSP 30 +116 19 M LT P —BUR LEAVE AS IS NSP 30 +116 5 M RT P —BUR LEAVE AS IS NSP 29+994 5 M LT POLE (P —AE) RELOCATE NSP 30+030 8 M LT POLE (P —AE) RELOCATE NSP 30+080 27 M RT POLE (P —AE) CROSSES C/L LEAVE AS IS NSP 30 +116. 5 M RT POLE (P —AE) LEAVE AS IS NSP 30 +163 5 M RT POLE (P —AE) LEAVE AS IS NSP 30 +211 25 M RT POLE (P —AE) LEAVE AS IS NSP 15+674 23 M LT POLE (P —AE) CROSSES C/L LEAVE AS IS NSP 15.+686 20 M RT 15 +700 20 M RT GUY WIRE LEAVE AS IS NSP 15+686 20 M RT 15+686 7 M RT GUY WIRE RELOCATE NSP 15+686 20 M RT 15+683 14 M RT GUY WIRE LEAVE AS IS NSP 15+679 24 M RT 15+697 24 M RT GUY WIRE LEAVE AS IS NSP 15+679 24 M RT 15+677 24 M RT GUY WIRE LEAVE AS IS NSP NOTES: 11 ALL TH 41 OFFSETS REFERENCED OFF NORTHBOUND ¢. 21 ALL TH 7 OFFSETS REFERENCED OFF EASTBOUND t- GAS (MINNEGASCO) STATION FORCEMAIN ITEM REMARK OWNER TH 41 STATION OFFSET ITEM REMARK REMARK fflML TH 41 TH 41 14 +919 16 M RT G RELOCATE MN /DOT 15 +150 G LEAVE AS IS MGAS 15 +183 GV G LEAVE AS IS MGAS 15+450 16 M LT G RELOCATE MGAS 15+569 12 M LT G RELOCATE MGAS 15+589 14 M LT G RELOCATE MGAS 15+612 20 M LT G RELOCATE MGAS 15+671 32 M LT G LEAVE AS IS MGAS MCES 15 +422 1 19 M LT 760 MM TH 7 LEAVE AS IS MCES 64 +134 29 M RT M LT 760 MM DIP 64 +217 33 M RT G RELOCATE MGAS 21 M LT 760 MM DIP LEAVE FRONTAGE ROAD IS MCES 15 +472 18 15+460 15 M LT G AS MGAS 15+671 32 M LT G M LT MGAS 15+680 13 M LT G LEAVE AS IS MGAS 15+685 20 M RT G LEAVE AS IS MGAS 15+689 20 M RT G LEAVE AS IS MGAS 15+694 26 M RT G I LEAVE AS IS MGAS 15 +705 29 M RT G I LEAVE AS IS MGAS STREET LIGHTS (MN/DOT) STATION FORCEMAIN (MCES) REMARK OWNER TH 41 STATION OFFSET ITEM REMARK REMARK OWNER TH 41 TH 41 15 +588 16 M RT STREET LIGHT RELOCATE MN /DOT 14+936 19 FRONTAGE ROAD GV LEAVE AS IS 14 +919 15 M LT M RT PEDESTAL 15+688 18 M LT STREET LIGHT LEAVE AS is 15 +150 19 M LT 760 MM DIP LEAVE AS IS MCES 15 +200 19 M LT 760 MM DIP LEAVE AS IS MCES 15 +422 1 19 M LT 760 MM DIP LEAVE AS IS MCES 15+447 22 M LT 760 MM DIP LEAVE AS IS MCES 15+450 21 M LT 760 MM DIP LEAVE AS IS MCES 15 +472 18 M LT 760 MM DIP LEAVE AS IS MCES 15 +592 15 M LT 760 MM DIP LEAVE AS IS MCES 15+615 38 M LT 760 MM DIP LEAVE AS IS MCES IS US WEST 15 +347 34 M RT T -BUR LEAVE AS TH 7 US WEST 15 +347 34 M RT PEDESTAL LEAVE AS 64 +100 9 M RT 15 +347 34 M RT IS CHANHASSEN 15 +206 64 +200 9 M RT 1764 MM DIPI LEAVE AS 1S MCES STREET LIGHTS (MN/DOT) STATION OFFSET ITEM REMARK OWNER TH 41 OWNER STATION OFFSET ITEM REMARK OWNER TH 41 15 +588 16 M RT STREET LIGHT RELOCATE MN /DOT 14+936 19 FRONTAGE ROAD GV LEAVE AS IS CHANHASSEN 14+931 20 M RT PEDESTAL 15+688 18 M LT STREET LIGHT LEAVE AS is MN /DOT 14+931 20 M RT LEAVE AS RAMP CHANHASSEN 14+939 12 14 +979 15 M RT T —BUR LEAVE AS 70 +100 10 M RT S7AFIrT L FGHT RELOCATE MN /DOT EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (454 -0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. WATERMAIN (CHANHASSEN AND SHOREWOOD) STATION TELEPHONE (US WEST) ITEM REMARK OWNER STATION OFFSET ITEM REMARK OWNER TH 41 14+936 19 M LT GV LEAVE AS IS CHANHASSEN 14+931 20 M RT PEDESTAL LEAVE AS IS US WEST 14+931 20 M RT LEAVE AS IS CHANHASSEN 14+939 12 14 +979 15 M RT T —BUR LEAVE AS IS US WEST 15 +150 11 M RT T —BUR LEAVE AS IS US WEST 15 +175 11 M RT T -BUR LEAVE AS IS US WEST 15 +175 11 M RT PEDESTAL LEAVE AS IS US WEST 15 +175 11 M RT 13 M RT HYDRANT LEAVE AS IS 15 +264 12 M RT T -BUR LEAVE AS 1S US WEST 15 +281 15 M RT T -BUR LEAVE AS IS US WEST 15 +347 34 M RT T -BUR LEAVE AS IS US WEST 15 +347 34 M RT PEDESTAL LEAVE AS IS US WEST 15 +347 34 M RT IS CHANHASSEN 15 +206 9 M RT 15 +361 17 M RT T--BUR LEAVE AS IS US WEST 15 +365 16 M RT T -BUR LEAVE AS IS US WEST 15 +352 27 M LT T -BUR LEAVE AS IS US WEST 15 +363 26 M LT PEDESTAL LEAVE AS IS US WEST 15+450 25 M LT T -BUR LEAVE AS IS US WEST 15+485 24 M LT T -BUR LEAVE AS IS US WEST 15 +168 39 M RT FRONTAGE ROAD 15 +180 29 M RT LEAVE AS IS CHANHASSEN. 15 +180 29 M RT HYDRANT LEAVE AS IS CHANHASSEN 15 +180 30+053 45 M RT 15+219 14 30+053 11 M LT T -BUR CROSSES C/L LEAVE AS IS US WEST 30+039 10 M LT T -BUR LEAVE AS IS US WEST WATERMAIN (CHANHASSEN AND SHOREWOOD) STATION OFFSET ITEM REMARK OWNER TH 41 14+936 19 M LT GV LEAVE AS IS CHANHASSEN 14+936 19 M LT 14+939 19 M LT LEAVE AS IS CHANHASSEN 14+939 12 M RT LEAVE AS 1S CHANHASSEN 14+942 12 M RT LEAVE AS IS CHANHASSEN 14+942 12 M RT GV LEAVE AS IS CHANHASSEN 14 +942 12 M RT 15+009 13 M RT LEAVE AS IS CHANHASSEN 15+009 13 M RT HYDRANT LEAVE AS IS CHANHASSEN 15+009 13 M RT 15 +100 9 M RT LEAVE AS IS CHANHASSEN 15 +100 9 M RT HYDRANT LEAVE AS IS CHANHASSEN 15 +100 9 M RT 15+150 8 M RT LEAVE AS IS CHANHASSEN 15 +206 9 M RT LEAVE AS IS CHANHASSEN 15+206 9 M RT HYDRANT RELOCATE CHANHASSEN 15 +206 9 M RT 15 +324 9 M RT LEAVE AS IS CHANHASSEN 15 +324 9 M RT HYDRANT RELOCATE CHANHASSEN 15 +324 9 M RT 15 +339 9 M RT LEAVE AS IS CHANHASSEN 15 +168 39 M RT 15 +180 29 M RT LEAVE AS IS CHANHASSEN. 15 +180 29 M RT HYDRANT LEAVE AS IS CHANHASSEN 15 +180 29 M RT 15+219 14 M RT LEAVE AS IS CHANHASSEN 15 +316 10 M RT LEAVE AS 1S CHANHASSEN 15 +338 23 M RT LEAVE AS IS CHANHASSEN 15 +338 23 M RT GV LEAVE AS IS CHANHASSEN 15+400 67 M RT LEAVE AS IS CHANHASSEN 15 +339 24 M RT GV LEAVE AS IS CHANHASSEN 15 +339 24 M RT 15 +339 15 M RT LEAVE AS IS CHANHASSEN 15 +339 15 M RT GV RELOCATE CHANHASSEN 15 +339 15 M RT 15 +343 17 M LT CROSSES C/L LEAVE AS IS CHANHASSEN 15+343 17 M LT GV LEAVE AS IS CHANHASSEN 15 +343 17 M LT 15+344 41 M LT LEAVE AS IS CHANHASSEN 15 +356 67 M LT LEAVE AS IS CHANHASSEN 15 +408 42 M LT LEAVE AS IS CHANHASSEN 15 +508 72 M LT LEAVE AS IS CHANHASSEN 15 +508 104 M LT LEAVE AS IS CHANHASSEN 15+513 86 M LT HYDRANT LEAVE AS 15 CHANHASSEN i K 7 aREVE NO MIS PLAN. SGECIIICGrIa. d A"T HAS GAESEGEG BY a WMA 350 iIIIBa1EN00d Lake Office /�, SHEET RCH /J BB .W naEn wnmaS¢n we EXAE 1 w A MY IEGISZpSB nvESSIM ENG11ee1 uuER ® n Trunk Highway 7 /Trunk Highway 41 0 �ESOTA DEPARTMENT OF TRANSPORTATION rxE LAM ar rxE s,1�E a ri w / /� 8441 Wfl ate Boulevard - imfE69oTA CWK /JLB WCK Minneapolis, MN 55426 �Q "��,, Vfr 812�1� Cities of Shorewood & Chanhassen PUBLIC UTILITY TABULATIONS of JWS % DEFF W. STEWART P.E. &Aa imetInc. FAX5E1 -1700 JWS Minnesota S.P. 1008 -58 SHEETS r G�h, Six6ioo NG. Sa 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS • • STORM SEWER (CHANHASSEN AND SHOREWOOD) STATION - OFFSET ATEM REMARK OWNER TH 41 STATION OFFSET ITEM REMARK TEL: (612)470 -3327 OWNER TH 41 CONTACT: DENNIS GOSH MINNEGASCO 14+921 11 M RT 11 M LEAVE AS IS CHANHASSEN 14+933 2 11 M RT 14 +942 17 M LT 16 M LEAVE AS IS CHANHASSEN 14 +957 16 M LT 15 +187 16 M LT 13 M EXTEND CHANHASSEN 15 +200 16 M LT 15 +182 22 M RT CB REMOVE CHANHASSEN 15 +182 22 M RT 12 M REMOVE 12" RCP CHANHASSEN 15 +195 22 M RT 15 +195 22 M RT C8 REMOVE CHANHASSEN 15 +195 22 M RT 15 M REMOVE 12" RCP CHANHASSEN 15+208 10 M RT 15+ 08 10 M RT RC APRON REMOVE CHANHASSEN 15 +231 18 M RT RC APRON REMOVE 750 MM AP CHANHASSEN 15 +231 18 M LT 27 M EXTEND RC CHANHASSEN 15 +237 19 M LT 15 +237 19 M LT RC APRON REMOVE 750 MM AP CHANHASSEN 15 +238 21 M LT CM APRON REMOVE 900 MM AP CHANHASSEN 15+238 21 M L 1 30 M SHORTEN CM 15 M CHANHASSEN 15 +249 46 M L 15+249 46 M LT CM APRON M VE CHANHASSEN 15 +340 30+050 CM APRON REMOVE CHANHASSEN 15 +340 1 M 28 M REMOVE CM CHANHASSEN 15 +368 18 M RT 15 +368 18 M AT CM APRON REMOVE CHANHASSEN 15+543 22 M LT RC APRON REMOVE 750 MM AP CHANHASSEN 15+543 22 M LT 40 M LEAVE AS IS CHANHASSEN 15+545 17 M RT 15 +545 17 M RT RC APRON SALVAGE 750 MM AP HA N 15 +575 16 M RT CM APRON REMOVE CHANHASSEN 15+575 16 M RT 13 M REMOVE CM CHANHASSEN 15+587 19 M RT 15+587 19 M RT CM APRON I REMOVE CHANHASSEN 15+607 4 M LT CB CHANHASSEN 15+617 10 M LT RC APRON REMOVE CHANHASSEN 15 +617 10 M LT 20 M ABANDON 300 MM RC CHANHASSEN 15+617 12 M RT 15+617 12 M RT CB REMOVE CHANHASSEN TH 7 64+067 27 M LT CM APRON REMOVE 450 MM AP SHOREWOOD 64+067 27 M LT 25 M I REMOVE CM SHOREWOOD 64+092 28 M LT 64+092 28 M LT CM APRON REMOVE 450 MM AP SHOREWOOD 64 +230 13 M LT RC APRON REMOVE 300 MM AP SHOREWOOD 64 +230 13 M LT 27 M ABANDON 300 MM RC SHOREWOOD 64 +257 14 M LT 64 +257 14 M LT RC APRON REMOVE 300 MM AP SHOREWOOD 64 +345 41 M LT CM APRON REMOVE 375 MM AP SHOREWOOD 64 +345 41 M LT 15 M REMOVE CM SHOREWOOD 64 +360 37 M LT 64+360 37 M LT CM APRON REMOVE 375 MM AP SHOREWOOD 64+500 13 M RT 13 M LEAVE AS IS SHOREWOOD 64 +513 15 M RT FRONTAGE ROAD 30+076 3 M RT C8 REMOVE SHOREWOOD 30+123 11 M LT CB REMOVE SHOREWOOD 30 +123 11 M LT 17 M REMOVE RCP SHOREWOOD 30 +116 4 M RT 30+116 4 M RT RCP APRON REMOVE 300 MM AP SHOREWOOD 30 +115 7 M RT APRON REMOVE SHOREWOOD 30 +115 7 M RT 55 M REMOVE RCP SHOREWOOD 30 +164 6 M RT 30 +164 6 M RT APRON REMOVE SHOREWOOD 30 +168 15 M LT RC APRON REMOVE 300 MM AP SHOREWOOD 30 +168 15 M LT_ 21 M REMOVE RC SHOREWOOD 30+168 7 M RT 30 +168 7 M RT RC APRON REMOVE 300 MM AP SHOREWOOD 15+680 15 M LT RC APRON REMOVE 300 MM AP SHOREWOOD 1 M L 28 M REMOVE RC SHOREWOOD 1 15 +686 1 13 M RT RC APRON REMOVE 300 MM AP SHOREWOOD SANITARY SEWER (CHANHASSEN AND SHOREWOOD) STATION OFFSET ITEM REMARK OWNER TH 41 STATION OFFSET ITEM REMARK TEL: (612)470 -3327 OWNER TH 41 CONTACT: DENNIS GOSH MINNEGASCO 15 +168 46 M RT MH LEAVE AS IS CHANHASSEN 15+168 46 M RT TEL: (612)321 -5426 LEAVE AS IS CHANHASSEN 15 +220 17 M RT CITY OF CHANHASSEN LEAVE AS IS CHANHASSEN 15+220 17 M RT MH LEAVE AS IS CHANHASSEN 15 +220 17 M RT CHANHASSEN 15+524 27 M LT 15 +316 13 M RT 58 M LT LEAVE AS IS CHANHASSEN 15 +316 13 M RT MH ADJUST CHANHASSEN 15 +316 13 M RT 46 M LT 13 M 15+533 15+400 68 M RT LEAVE AS IS LEAVE AS IS CHANHASSEN 15+400 68 M RT MH LEAVE AS IS CHANHASSEN 46 M LT IS 15+560 46 M LT C8 15 +316 13 M RT 15 +560 46 M LT IS 15 +377 112 M LT CROSSES C/L LEAVE AS IS CHANHASSEN 15+560 71 M LT CB LEAVE AS IS CHANHASSEN FRONTAGE ROAD I JEFF W. STEWART. " &A.croc;�rs,I— FAX 541 -1700 Minnesota FRONTAGE ROAD 30+020 0__M_ 225 MM PVC Jyy$ UM UM 5/26/00 ac. no. 76511 30+050 0 M 225 MM PVC LEAVE AS IS SHOREWOOD 30+080 25 M RT MH LEAVE AS IS SHOREWOOD 30 +100 0 M 1 225 MM PVC LEAVE AS IS SHOREWOOD 30+165 6 M LT MH LEAVE AS IS SHOREWOOD 30 +211 16 M RT MH LEAVE AS IS SHOREWOOD 30 +273 34 M RT MH LEAVE AS IS SHOREWOOD 30 +300 32 M RT MH LEAVE AS IS I SHOREWOOD STORM SEWER (CHANHASSEN AND SHOREWOOD) STATION OFFSET ITEM REMARK OWNER TH 41 STATION OFFSET ITEM REMARK TEL: (612)470 -3327 OWNER TH 41 CONTACT: DENNIS GOSH MINNEGASCO 15 +481 95 M LT CB LEAVE AS IS CHANHASSEN 15+481 95 M LT TEL: (612)321 -5426 LEAVE AS IS CHANHASSEN 15+510 58 M LT CITY OF CHANHASSEN 15+510 58 M LT CB LEAVE AS IS CHANHASSEN 15+510 58 M LT TRIAX LEAVE AS IS CHANHASSEN 15+524 27 M LT LEAVE 15+510 58 M LT RC APRON REMOVE 300 MM AP CHANHASSEN 15+510 58 M LT LEAVE LEAVE AS IS CHANHASSEN 15+533 46 M LT 13 M 15+533 46 M LT CB LEAVE AS IS CHANHASSEN 15+533 46 M LT 1 6 M LEAVE AS IS CHANHASSEN 15+560 46 M LT IS 15+560 46 M LT C8 LEAVE AS IS CHANHASSEN 15 +560 46 M LT IS LEAVE AS IS CHANHASSEN 15+560 71 M LT TV—BUR 15+560 71 M LT CB LEAVE AS IS CHANHASSEN AaoroVed By: I JEFF W. STEWART. " &A.croc;�rs,I— FAX 541 -1700 Minnesota FRONTAGE ROAD Jyy$ UM UM 5/26/00 ac. no. 76511 30 +213 17 M RT RCP APRON REMOVE 300 MM AP SHOREWOOD 30 +213 17 M RT 20 M REMOVE 300 MM RCP SHOREWOOD 30 +222 35 M LT 30 +222 35 M LT CB REMOVE SHOREWOOD 30 +240 29 M LT C8 LEAVE AS IS SHOREWOOD 0 +240 29 M LT 43 MM PARTIAL REMOVAL 300 MM RCP SHOREWOOD 30 +262 10 M RT 30 +262 10 M RT RCP APRONI REMOVE 600 MM AP SHOREWOOD UTILITIES THE FOLLOWING LIST SHOWS THE CONTACT CABLE TV (TRIAX CABLE) COMPANIES INVOLVED IN THIS PROJECT NORTHERN STATES POWER TRIAX CABLEVISION STATION OFFSET ITEM REMARK TEL: (612)470 -3327 OWNER TH 41 CONTACT: DENNIS GOSH MINNEGASCO US WEST COMMUNICATIONS P.O. BOX 1165 6244 CEDAR AVENUE WEST 700 WEST LINDEN AVENUE RICHFIELD. MN. 55423 MINNEAPOLIS. MN. 55372 TEL: (612)861 -8702 TEL: (612)321 -5426 CONTACT: RENEE PETERSON CONTACT: RICK PILON CKIt REV IS IaNS CITY OF CHANHASSEN 15 +355 25 M LT TV —BUR LEAVE AS IS TRIAX 15 +355 18 M LT TV —BUR LEAVE AS IS TRIAX 15 +350 1 18 M LT TV —BUR LEAVE AS IS TRIAX 15 +343 13 M LT TV —BUR LEAVE AS IS TRIAX 15 +343 1 6 M LT TV —BUR CROSSES C/L LEAVE AS IS TRIAX 15 +349 1 15 M RT TV -8UR LEAVE AS IS TRIAX 15+352 1 25 M RT TV—BUR LEAVE AS IS TRIAX UTILITIES THE FOLLOWING LIST SHOWS THE CONTACT PERSONS AT THE UTILITY COMPANIES INVOLVED IN THIS PROJECT NORTHERN STATES POWER TRIAX CABLEVISION 5505 COUNTY ROAD 19 2381 WILSHIRE BOULEVARD SHOREWOOD. MN. 55331 MOUND. MN. 55364 TEL: (612)470 -3327 TEL: (6121 472 -6764 CONTACT: LARRY FORTUN CONTACT: DENNIS GOSH MINNEGASCO US WEST COMMUNICATIONS P.O. BOX 1165 6244 CEDAR AVENUE WEST 700 WEST LINDEN AVENUE RICHFIELD. MN. 55423 MINNEAPOLIS. MN. 55372 TEL: (612)861 -8702 TEL: (612)321 -5426 CONTACT: RENEE PETERSON CONTACT: RICK PILON CKIt REV IS IaNS CITY OF CHANHASSEN METROPOLITAN COUNCIL 690 CITY CENTER DRIVE 3565 KENNEBEC DRIVE CHANHASSEN. MN. 55317 EAGAN. MN. 55122 TEL: (6121939 -1900 TEL: (651)602 -4535 CONTACT: BILL BEMENT CONTACT: PETE OWENS CITY OF SHOREWOOD Mn/DOT 5755 COUNTRY CLUB ROAD ELECTRICAL SERVICES SECTION SHOREWOOD. MN. 55331 6000 MINNEHAHA AVENUE TEL: (612)474 -6191 ST. PAUL. MN. 55111 CONTACT: LARRY NICCUM TEL: (612)725 -2319 8441 Wayzata Boulevard Minneapolis, MN 55426 CONTACT: ED ANDRAJACK NOTES: 1) ALL TH 41 OFFSETS REFERENCED OFF NORTHBOUND ¢. 21 ALL TH 7 OFFSETS REFERENCED OFF EASTBOUND EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (454 -0002) IS REQUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL – INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN OETERMINA TIONS AS TO THE TYPE AND LOCATION OF - PR /VAT£ UTIL I TIES AS MAY HE NECESSARY TO AVOID DAMAGE 1 THERETO. - - - 0 i Na. DATE BV CKIt REV IS IaNS Design y: RCH /J BB I NEKO! a0.nrT THAT THIS RAM. SPECIFICATION. !M KP(Rr HAS YXFYIJEO AT tq UIOEE W YIHECI s VISIOH " THAT 1 W A �Ar RAMM PKFESS:O EHCIKO? TAM + 350 ��� Lem ��� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan By: CWK /JLB THE .91F IHE SITE a V11NESrk", I ' /., �`� 8441 Wayzata Boulevard Minneapolis, MN 55426 Trunk Highway 7 / Trunk Highway 41 11 Checked By: // ,I ✓f/� _,',�/7j����' - Cities of Shorewood & Chanhassen - of - JWS • P.E. iV 612-541-4800 PUBLIC UTILITY TABULATIONS 136 AaoroVed By: I JEFF W. STEWART. " &A.croc;�rs,I— FAX 541 -1700 Minnesota Jyy$ UM UM 5/26/00 ac. no. 76511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • • m 0 O 9 N � N INSET "A" INSET "E„ IN SET "IN TRUNK HIGHWAY 7 TRUNK HIGHWAY 41 NEW CONSTRUCTION TSPE FRONTAGE ROAD - NEW CONSTRUCTION MAINLINE MILL & OVERLAY STA. 14 +936 TO STA. 15 +450 LAKE LINDEN DRIVE - NEW CONSTRUCTION EAST OF STA. 64 +220 SCHOOL ENTRANCE & CHASKA ROAD SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) C 2350 40 mm TYPE LV 4 WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) MIXTURE LVWE45030B (PG 58 -28) SPEC 2360 40 rnn TYPE SP 9.5 WEARING COURSE SPEC 2360 40 44 TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440E (PG 64 -281 SPEC 2350 135 mm TYPE LV 3 NON- WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) MIXTURE LVNW350308 (PG 58 -28) SPEC. 2360 190 mm TYPE SP t2.5 NON- WEARING COURSE MILL 50 mm INPLACE BITUMINOUS PAVEMENT MIXTURE SPNWB430B (PG 58 -28) SPEC 2211 150 mm AGGREGATE BASE (CV) CLASS 5 SPEC 2360 50 mm TYPE SP 12.5 NON- WEARING COURSE MIXTURE SPNW8430B (PG 58 -28) SPEC 2211 270 mm AGGREGATE BASE (CV) CLASS 5 INPLACE BITUMINOUS PAVEMENT CONCRETE APRON INSET "B" INSET "F" CONCRETE PAVEMENT: — — TRUNK HIGHWAY 7 SEVEN FORTY ONE ENTRANCE & 200 mm - COMMERCIAL MAINLINE OVERLAY RIGHT TURN LANE 150 mm - RESIDENTIAL WEST OF STA. 64 +220 NEW CONSTRUCTION 125 mm AGGREGATE BASE (CV) CLASS 5 SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) MIXTURE SPWEA440E ( PG 64-28) SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE BITUMINOUS DRIVEWAY / PATH / INPLACE BITUMINOUS PAVEMENT MIXTURE SPWEA440E (PG 64 -28) PARKING LOT/ TEMPORARY PAVEMENT SPEC 2360 90 mm TYPE SP 12.5 NON- WEARING COURSE MIXTURE SPNWB4308 (PG 58 -28) SPEC 2211 150 mm AGGREGATE BASE (CV) CLASS 5 75 mm 2350 TYPE LV4 WEARING COURSE. LVWE450308 (PC 58 -28) 150 mm AGGREGATE BASE (CV) CLASS 5 INSET "C" INSET "G" TRUNK HIGHWAY 7 NEW CONSTRUCTION TRUNK HIGHWAY 41 SHOULDER TRUNK HIGHWAY 41 NEW CONSTRUCTION NEW CONSTRUCTION STA. 15 +450 TO STA. 15 +630 STA. 15 +450 TO STA. 15 +630 CONCRETE WALK RAMP NEW CONSTRUCTION RAMP SHOULDER NEW CONSTRUCTION SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) SPEC 2350 40 mm TYPE LV 4 WEARING COURSE MIXTURE LVWE450308 (PG 58 -28) SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE SPEC 2350 85 mm TYPE LV 3 NON- WEARING COURSE MIXTURE SPWEA440E (PG 64 -28) MIXTURE LVNW35030B (PG 58 -28) 150 mm CONCRETE PAVEMENT: SPEC 2360 165 mm TYPE SP 12.5 NON- WEARING COURSE MIXTURE SPNWB4308 (PG 58 -28) SPEC 2211 195 mm AGGREGATE BASE (CV) CLASS 5 150 mm AGGREGATE BASE (CV) CLASS 5 SPEC 2211 75 mm AGGREGATE BASE (CV) CLASS 5 NOTES: UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 0 ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON INSET "D" DITCH BOTTOMS, BACK SLOPES AND OUTSIDE A 1:11, SLOPE DRAWN DOWN & OUT FROM GRADING SHOULDER kI . TRUNK HIGHWAY 7 SHOULDER OVERLAY AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY TRUNK HIGHWAY 41 MAINLINE OVERLAY EMBANKMENT. (2 ) ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. 30 SOD FIRST 1 m MEN BEHIND ALL CURB & GUTTER. SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE CONCRETE WALKS AND BITUMINOUS PATHS. MIXTURE SPWEA440E (PG 64 -28) ® SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT SPEC 2360 40 mm TYPE SP 9.5 WEARING COURSE TRANSITION DETAILS. MIXTURE SPWEA440E (PG 64 -28) SO SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF INPLACE BITUMINOUS PAVEMENT EXISTING PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. No. GATE BY CHIT REVISIONS Design y: 1 WEIEBY CfR11" MAT MIS PEW SWECIFICATIOA 01 RUIRT WAS FWAKS BY 61 41NA RCH /J BB W DIRECT.pSEYPIEMISIa Ne MAT I W I'pEY WEa1STERIB N ESSJM&k EMIKEN eaER 350 VJestNood Lam 0(IICe SHEET F Ion By: IRE lA f txF ST 1, YINESRTR - -. •.� 8441 Wayzata Boulevard STA Trunk Highway 7 /,Trunk Highway 41 % �E 1 r A A SOTA DEPARTMENT OF TRANSPORTATION. CWK /JLB 1 ,> > 4. �` -/.� Minneapolis, MN 55426 12 Chooked By: JWS \i 'I %�'l,. ,.,t;�4,,�,`,: _ B,Z�,,,Bpa Cities of Shorewood & Chanhassen - - OF Approved By: —?!- � JEFF W. STEWART. P.E. &A&•Wwfta%1Ee FAX 541 -1700 TYPICAL SECTIONS 136 JWS oa[ 5�26ioo Rca Ym 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 SHEETS :7 • 0.3 m 3.0 m TO 4.8 m VARIES SHOULDER /THRU LANE 0.5 m 3.0 TO 3.6 m 8424. 8618 150 mm TOPSOIL. SHOULDER /TURN LANE CURB 8 GUTTER FERTILIZER. t 150 mm TOPSOIL. VARIES SOD OR SEED VARIES FERTILIZER. VARIES 0.04 m/m TO 0.04 m/m 0.02 m/m TO 0.04 m/m SOD OR SEED 0.02 m/m 0.0625 �— 0.3 m —� m/m 4-1 I1(V) — — — — — — — I,Z f H) AGGREGATE BASE AGGREGATE BASE /SUBGRADE MATERIAL SELECT GRADING MATERIAL DETAIL A DETAIL C CURB AND GUTTER BITUMINOUS SHOULDER /TURN LANE 8424 OR B618 CONCRETE 100 mm CONCRETE WALK CURB AND GUTTER GRANULAR MATERIAL A Fr SURFACING 0.3 m Q — — — — — — — — — — tVARIABLE AGGREGATE BASE ADE EXCAVATION GRADING GRADE (2 )GUTTER SLOPE SHALL FLOW SAME DIRECTION AS PAVEMENT: 1. OUT FLOW GUTTER SHALL MATCH PAVEMENT SLOPE. 2. IN FLOW GUTTER SHALL BE AT 0.0625 m/m SLOPE. DETAIL B CURB AND GUTTER MEDIAN 1.8 m 1 1100 am 3r 180 mn RAISED CONCRETE MEDIAN 80 mm SURFACING INPLACE PAVEMENT DETAIL D RAISED CONCRETE MEDIAN NOTES: UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPI 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS, BACK SLOPES AND OUTSIDE A 1:11, SLOPE DRAWN DOWN & OUT FROM GRADING SHOULDER AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADW. EMBANKMENT. ( ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. 30 SOD FIRST 1 m MIN BEHIND ALL CURB & GUTTER. CONCRETE WALKS AND BITUMINOUS PATHS. 4) SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMEN' TRANSITION DETAILS. SO SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. ry n n © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. O. DATE BY INK REV I S I ONS ° u Design By: RCH /J BB Plan ay: KNOT CgTIET THAT THIS PINT. SPECITICATIM. OR REM INS R Aom NT d u6EH NT DIRECT SHPRHTISIN W6 THAT A.. qST HEWS EHEO PR6ESSIRU CXHINEFA Dan INE 1.16 OP STAI( Oi YIN43IIIAI � 350 y 1WDpd Lake Office 81141 V118 8(8 BDIlI6veTCJ n '7CN'IE�O'f.,+ Trunk Highway 7 /Trunk Ifighway 41 /� SHEET 41 MINNESOTA DEPARTMENT OF TRANSPORTATION CWK /JL8 �� ,;�� — �� �/�CQ �/ Minneapolis, MN 55426 13 cn6ca6a By: +�.�'::`i y6/ Cities of Shorewood & Chanhassen of JWS ADpfDVeAf y: JEFF W. STEWART. P.E. B,X.a,�BOO FA 541-1700 Minnesota TYPICAL SECTIONS 136 JWS o,1TCV i26iDD K.. HNC 165T1 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008_58 SHEETS / 1 4 1 ` _�... _ 1(V)L 1 I �_4 TYP 1.2 m �.3 \ — _ 2(Hl ��� - - - - --- SEE SEE DETAIL C � SEE INSET "D" 2 m SEE DETAIL C STA 14 +936 TO STA 15 +150 SEE DETAIL A STA 15 +150 TO STA 15 +190 (CURB d GUTTER) 600 mm SUBGRADE EXCAVATION. BACKFILL WITH – 600 mm SELECT GRANULAR MATERIAL SEE INSET "E" INPLACE TRUNK HIGHWAY 41 TRUNK HIGHWAY 41 0.6 m 2.44 m 3.66 m 3.66 m 2.44 m 0.6 m l (8 ft) (12 ft) (12 ft) (8 ft) SHLD THRU LANE THRU LANE SHLD NOTES: UNLESS OTHERWISE SPECIFIED, THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11'y SLOPE DRAWN DOWN 8 OUT FROM GRADING SHOULDER 'VI AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. 2O ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. 3) SOD FIRST 1 m MIN BEHIND ALL CURB 8 GUTTER, CONCRETE WALKS AND BITUMINOUS PATHS. 4) SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SD SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. N0. DATE BY CHK REVISIONS Design y: 1 WAIN CEIITIP MAT IRIS KAY. SKCIFICATION. 011 RENT( WAS PIIpARm BY M IMKR 350 Westwood Lake office MD4NESOTA DEPARTMENT OF TRANSPORTATION SHEET RCH /J BB R, OMECT SW'1MBISIM AND NAT 1 AN A MY MISTEREB PRnSSIMM EMCIAEER MOER y Trunk Highway 7 / Trunk Highway 41 14 P Ian By: IRS LABS a NE SNT( IR BIRBESOIA ,: 8441 Wa Boulevard :imRImOTA�: -, CWK /JLB r� //Vb./ Minneapolis, MN 55428 cneaKed By: - -1/� ✓Z.:'.v,L. - .V6.1I e,Z�, Cities of Shorewood & Chanhassen TYPICAL SECTIONS �F JWS •i t7 JEFF W. STEWART. P.E. 136 Approved By: NFRA ClQ$. CTU FPtANN RS Minnesota JWS ME, 5/26/00 RB6 RD, 76511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS TRUNK HIGHWAY 41 STA 14+936 TO STA 15 +190 SB TRUNK HIGHWAY 41 NB TRUNK HIGHWAY 41 VARIES VARIES VARIES VARIES 3.6 m TO 0.0 m TO 0.0 m TO I 2.5 m TO 1.2 m 3.6 m 3.6 m 3.6 m 3.6 m 4.2-m RTL / SHLD THRU LANE THRU LANE PAINTED MEDIAN THRU LANE SHLD / RTL / LTL EXISTING PAVEMENT O TO REMAIN O 150 mm TOPSOIL. FERTILIZER. SOD DR SEED W/ MULCH OR EROSION CONTROL BLANKET VARIES 0.04 m/m TO VARIES 0.015 m/m TO PROFILE GRADE VARIES VARIES 0.015 m/m TO 0.015 m/m TO 0.02 m/m VARIES 0.04 m/m TO 0.02 150 mm TOPSOIL. FERTILIZER, SOD OR SEED L. MULCH OR EROSION CONTROL BLANKET 0.02 m/m 0.02 m/m 0.02 m/m 0.02 m/m m/m EXISTING GROUND / 1 4 1 ` _�... _ 1(V)L 1 I �_4 TYP 1.2 m �.3 \ — _ 2(Hl ��� - - - - --- SEE SEE DETAIL C � SEE INSET "D" 2 m SEE DETAIL C STA 14 +936 TO STA 15 +150 SEE DETAIL A STA 15 +150 TO STA 15 +190 (CURB d GUTTER) 600 mm SUBGRADE EXCAVATION. BACKFILL WITH – 600 mm SELECT GRANULAR MATERIAL SEE INSET "E" INPLACE TRUNK HIGHWAY 41 TRUNK HIGHWAY 41 0.6 m 2.44 m 3.66 m 3.66 m 2.44 m 0.6 m l (8 ft) (12 ft) (12 ft) (8 ft) SHLD THRU LANE THRU LANE SHLD NOTES: UNLESS OTHERWISE SPECIFIED, THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11'y SLOPE DRAWN DOWN 8 OUT FROM GRADING SHOULDER 'VI AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. 2O ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. 3) SOD FIRST 1 m MIN BEHIND ALL CURB 8 GUTTER, CONCRETE WALKS AND BITUMINOUS PATHS. 4) SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SD SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. N0. DATE BY CHK REVISIONS Design y: 1 WAIN CEIITIP MAT IRIS KAY. SKCIFICATION. 011 RENT( WAS PIIpARm BY M IMKR 350 Westwood Lake office MD4NESOTA DEPARTMENT OF TRANSPORTATION SHEET RCH /J BB R, OMECT SW'1MBISIM AND NAT 1 AN A MY MISTEREB PRnSSIMM EMCIAEER MOER y Trunk Highway 7 / Trunk Highway 41 14 P Ian By: IRS LABS a NE SNT( IR BIRBESOIA ,: 8441 Wa Boulevard :imRImOTA�: -, CWK /JLB r� //Vb./ Minneapolis, MN 55428 cneaKed By: - -1/� ✓Z.:'.v,L. - .V6.1I e,Z�, Cities of Shorewood & Chanhassen TYPICAL SECTIONS �F JWS •i t7 JEFF W. STEWART. P.E. 136 Approved By: NFRA ClQ$. CTU FPtANN RS Minnesota JWS ME, 5/26/00 RB6 RD, 76511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • • TRUNK HIGHWAY 41 STA 15 +361 TO STA 15+450 SS TRUNK HIGHWAY 41 NB TRUNK HIGHWAY 41 -al{ 0.6 m VARIES 3.0 m 3.6 m 4.2 m r .8 m 4.2 m 3.6 m 0 m TO 3.6 m 3.0 m SHLD THRU LANE THRU LANE MEDIAN LTL THRU LANE RTL SHLD EXISTING PAVEMENT O TO REMAIN O 150 mm TOPSOIL. FERTILIZER. PROFILE GRA SOD OR SEED W/ MULCH OR EROSION CONTROL BLANKET i GROUND - \ 4O 4O 4O // �\ 4O Oq 4O 0.Or 4 m/m i -� 1,q �` ^- -� -� �j1(Vl..._._....___ ..._.._.._..._.__.1\....._ -..._1(V11 `� -- ---- - - - - -- / _ _ 21 1_ 1 �SH SEE INSET "F" SEE INSET "D" SEE INSET "E" SEE DETAIL C STA 15 +365 TO STA 15+450 SEE INSET "D" SEE DETAIL A ` `SEE DETAIL 0 SEE DETAIL A STA 15 +361 TO STA 15 +365 (CURB & GUTTER) 600 mm SUBGRADE EXCAVATION. BACKFILL WITH 150 mm TOPSOIL. FERTILIZER. SOD OR SEED W/ MULCH OR EROSION CONTROL BLANKET 1 :4 ryp EXISTING GROUND 600 mm SELECT GRANULAR MATERIAL SECTION NOTES: - R ISED CO CRETE E T T A N M DIAN ENDS A S A 15+452 — LEFT TURN LANE TRANSITIONS SEE CONSTRUCTION PLAN TRUNK HIGHWAY 41 STA 15 +190 TO STA 15 +361 SB TRUNK HIGHWAY 41 NB TRUNK HIGHWAY 41 VARIES VARIES 3.6 m TO 3.0 m TO 3.0 in 3.6 m 3.6 m 6.6 m 3.6 m 4.2 m 2.4 m SHLD THRU LANE THRU LANE PAINTED MEDIAN THRU LANE SHLD / RTL BLVD / LTL EXISTING PAVEMENT TO REMAIN 150 mm TOPSOIL. FERTILIZER. O 500 OR SEED W/ MULCH OR EROSION CONTROL BLANKET 150 mm TOPSOIL. FERTILIZER. PROFILE GRADE SOD OR SEED W/ MULCH OR EROSION CONTROL BLANKET EXISTING 4O O O O O 4O 0.04 m/m A% GROUND - - SYP y - -- - - - -- •3 1.2 m _ 1 _ I1(V) 1(V1� 0 SOD FIRST 1 m MIN BEHIND ALL CURB d GUTTER. _ 1 ) NOTES: - - - - -` - 2(H) 2(H) i/ UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS I '1 "F" 4Q SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT SEE INSET "0" SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 2 m SEE INSET SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF 0 SEE DETAIL A 1O ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXISTNG PAVEMENT TO REMAIN. D THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11, DATE BY CHK REVISIONS Design y: RCH /J BB SLOPE DRAWN DOWN & OUT FROM GRADING SHOULDER VI. �' _ � �� ��� SEE DETAIL "C" STA. 15 +190 TO STA. 15 +335 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET "E" AND BELOW THE UPPER 600 mm OF GRADING GRADE. SEE DETAIL "A" STA. 15 +335 TO STA. 15 +361 (CURB d GUTTER) SEE INSET THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. ME uHS a THE sTyE o' R"EwTA ; � i ( ' /� �" ~ t A,��'._ ; 111 /� /� 8441 way7ale Bo��a�aT� �`� MlmreapolI MN 55426 V 600 mm SUBGRADE EXCAVATION. BACKFILL WITH 2O ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE � 5 of - 600 mm SELECT GRANULAR MATERIAL EDGE OF THE BITUMINOUS PAVEMENT. 0 SOD FIRST 1 m MIN BEHIND ALL CURB d GUTTER. CONCRETE WALKS AND BITUMINOUS PATHS. 4Q SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF 0 EXISTNG PAVEMENT TO REMAIN. D © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. N0. D DATE BY CHK REVISIONS Design y: RCH /J BB I WHODY CE1611"I MAT IBIS RAH, SR[IFICAT101. BA HUSBY HAS RIVARED BY d WOEB HT DIRECT 9FRRriSla Na THAT I AN A Dui REGISTERED PRO'ESSIaIAE EHCIIEER DNEA �' _ � �� ��� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET ' P I an By: ME uHS a THE sTyE o' R"EwTA ; � i ( ' /� �" ~ t A,��'._ ; 111 /� /� 8441 way7ale Bo��a�aT� �`� MlmreapolI MN 55426 V �_TBTR169DTA�;- Trunk Highway 7 / Trunk Highway 41 � 5 of C WK / J L 8 Cities of Shorewood -& Chanhassen - Checked 4 v Jws .yv""'�' JEFF W. STEWART. P.E. �� 5'2b4' &Asbo.ft Lc FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota TYPICAL SECTIONS S. P. 100858 .1q IJ6 SHEETS APOro�ea By: JWS aerz, - v 6iD0 �D. Hm 16511 TRUNK HIGHWAY 41 STA 15+450 TO STA 15+633.17 SB TRUNK HIGHWAY 41 NS TRUNK HIGHWAY 41 VARIES VARIES I VARIES VARIES VARIES 2.4 m TO 4.2 m TO 6.0 m TO 0.0 m TO 3.6 m TO 3.0 m 3.0 m 3.0 m 3.6 m 4.2 m 1.8 m 4.2 m 3.6 m 4.8 m 3.0 m BIT PATH BLVD RTL / SHLD THRU LANE THRU LANE MEDIAN LTL THRU LANE RTL SHLD 150 mm TOPSOIL. FERTILIZER. SOD OR SEED W/ MULCH OR EROSION CONTROL BLANKET PROFILE GRADE VARIES 150 mm TOPSOIL. FERTILIZER. 0.02 0.04 m/m TO SO0 OR SEED W/ MULCH OR EXISTING GROUND 0.02 m/m 0.04 m/m 0.04 m/m 0.02 m/m 0.02 m/m m/m\\ 0.02 m/m 0.02 m/m 0.02 m/m 0.02 m/m EROSION CONTROL BLANKET j(p �� - I \ EXISTING GROUND - --------- - - - - -- - -r- ~h, 1:4 1:3 1.2 m \.A �� \ ---j - -- -- - - -� -- -- - -- - - - - -- -TYP SEE INSET "C" SEE INSET "C" ` - 1 (CURB & GUTTER) - SEE DETAIL A STA 15 +450 TO STA 15+470 SEE DETAIL C STA 14 +470 TO STA 15+633 SEE INSET "F" SEE DETAIL B SEE BITUMINOUS SEE INSET "G" NOTES: PATH INSET UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 600 mm SUBGRADE EXCAVATION. BACKFILL WITH SEE DETAIL C STA 14 +450 TO STA 15 +460 - 600 mm SELECT GRANULAR MATERIAL 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM SEE DETAIL A STA 15+483 TO STA 15+618 (CURB A GUTTER) THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11, ? SLOPE DRAWN DOWN A OUT FROM GRADING SHOULDER P.1. AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. SECTION NOTES: O ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE - BEGIN CONCRETE MEDIAN AT STA 15 +477 EDGE OF THE BITUMINOUS PAVEMENT. 0 SOD FIRST 1 m MIN BEHIND ALL CURB d GUTTER. - BEGIN BITUMINOUS PATH AT STA 15 +505 LT CONCRETE WALKS AND BITUMINOUS PATHS. 4Q SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTNG PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. NO. DATE BY CHI( REVISIONS es i 9TI y: RCH /J BB 1 MEET CEINIR MT THIS M.M. SPECIFICATION. 01 REPORT WAS PI PARED Rl ON TINDER W DIRECT DIRMISION AAD TART 1 AR A My IEGISFEREDPRDFESSIOOE ENGINEER UIOER 350 Wastwood Lake Office /� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P 1 9y: TAE TAMS a THE SLATE HINHESDIA, , - ,� w 8441 WB Boulevard .S@IH690fA Trunk Highway 7 / Trunk Highway 41 �I 16 OA CWK /JL8 I !/ �q _ WS Minneapolis, MN 55426 of Checked By:) ,/ %'�li ` 1.� Cities of Shorewood & Chanhassen J WS b / �V/N� 612-541.4600 TYPICAL SECTIONS 3c 1Jv �• JEFF W. STEWART. P.E. &ArmcmftIrn FAX 541 -1700 Minnesota Approved By: JWS DATE, $/26/00 MG. ND, 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • • (t TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 STA 64+139.000 EB TO STA 64+220 EB VARIES TRUNK HIGHWAY 7 (EB) 3.0 m 3.6 m 3.6 m 1.2 m 3.6 In TRUNK HIGHWAY 7 3.6 In 4.2 m SHIL D THRU LANE THRU LANE SHLD LT TURN LANE THRU LANE THRU LANE RTL STA 64+220 EB TO STA 64+339 ES ISEE SEE INSET SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. INSET "S' 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 (EB) DITCH BOTTOMS, BACK SLOPES AND OUTSIDE A 1:11, VARIES VARIES SLOPE DRAWN DOWN & OUT FROM GRADING SHOULDER 3.1. AND BELOW THE UPPER 600 nTn OF GRADING GRADE. 4.2 m TO VARIES 3.6 m 3.6 m 3.6 m 3.6 m 0.5 m 1.2 m 3.6 m 3.6 m 3.6 m ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE RTL THRU LANE THRU LANE LT TURN LANE LT TURN LANE SHLO THRU LANE THRU LANE SHLO (D SOD FIRST 1 In MIN BEHIND ALL CURB & GUTTER. CONCRETE WALKS AND BITUMINOUS PATHS. SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SEE DETAIL C. SQ SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. PLACE mm TOPSOIL. OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. 5 L0. DATE BY CHK FERSOD TILIESOR. SEED & MULCH Design By: RCH/JBB I AVEBY ATIFY MAT W DIRECT �VMW THIS PLAIN. SPECIFICATIM. CA REMY US P117AMI) BY CA LAW Na MAT 1 0 A MY FECISTERED PMS$I%k MINTER UWEN A 350 Westwood Lake Office 0 ME-4NESOTA DEPARTMENT OF TRANSPORTATION OR P I m By: — THE LAU OF THE STArE)F VINNES17 8441 Wayzata Boulevard Minneapolis, MN 55426 Trunk Highway 7 Trunk lEghway 41 . 17 D n .. .... ..... . ....... . .. ..... ....... 1-4 E 7 . .. ... . . ..... .. . . . ..... ....... 512-Ul-4800 FAX 541-1700 - ENGINEERS - PLANNERS Cities of Shorewood & Chanhassen Minnesota TYPICAL SECTIONS S.P. 1008-58 OF 136 SHEETS ? T CheScked By: JWS --t- 2(V) JEFF W. STEWART. P.E. DAR' 5 /26/00 Ka. N0, Approved By: WS 6(H) / SEE INSET "A" SEE INSET "A" 1(H) SEE PAVEMENT DESIGN SHEETS STA. 64+220 EB TO STA. 64+280 EB SEE INSET "0" STA. 64+280 EB TO STA. 64+339 EB 600 mm SUBGRADE EXCAVATION. BACKFILL WITH L-600 mm SUBGRADE EXCAVATION. BACKFILL WITH — 600 rryn SELECT GRANULAR MATERIAL — 600 ffrn SELECT GRANULAR MATERIAL L SEE INSET -C- L-SEE INSET "C" STA. 64+220 EB TO STA. 64+244 ES SEE INSET "G" OR INSET 'C' STA. 64+244 EB TO STA. 64+339 EB REFER TO PAVEMENT DESIGN (t TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 STA 64+139.000 EB TO STA 64+220 EB VARIES TRUNK HIGHWAY 7 (EB) 3.0 m 3.6 m 3.6 m 1.2 m 3.6 In 3.6 m 3.6 In 4.2 m SHIL D THRU LANE THRU LANE SHLD LT TURN LANE THRU LANE THRU LANE RTL UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS ISEE SEE INSET SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. INSET "S' 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM m ......... ... .... . . . ........ . ..... . NOTES: .... . . .... . .... .. ... . UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS ISEE SEE INSET SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. INSET "S' 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE ROADWAY. THIS MATERIAL AL SHALL BE PLACED ON DITCH BOTTOMS, BACK SLOPES AND OUTSIDE A 1:11, SLOPE DRAWN DOWN & OUT FROM GRADING SHOULDER 3.1. AND BELOW THE UPPER 600 nTn OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE EDGE OF THE BITUMINOUS PAVEMENT. (D SOD FIRST 1 In MIN BEHIND ALL CURB & GUTTER. CONCRETE WALKS AND BITUMINOUS PATHS. SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SQ SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. 5 L0. DATE BY CHK REVISIONS Design By: RCH/JBB I AVEBY ATIFY MAT W DIRECT �VMW THIS PLAIN. SPECIFICATIM. CA REMY US P117AMI) BY CA LAW Na MAT 1 0 A MY FECISTERED PMS$I%k MINTER UWEN A 350 Westwood Lake Office 0 ME-4NESOTA DEPARTMENT OF TRANSPORTATION SHEET P I m By: — THE LAU OF THE STArE)F VINNES17 8441 Wayzata Boulevard Minneapolis, MN 55426 Trunk Highway 7 Trunk lEghway 41 17 D n CWK /JLB WSB I— INFRASTRUCTURE 512-Ul-4800 FAX 541-1700 - ENGINEERS - PLANNERS Cities of Shorewood & Chanhassen Minnesota TYPICAL SECTIONS S.P. 1008-58 OF 136 SHEETS ? CheScked By: JWS JEFF W. STEWART. P.E. DAR' 5 /26/00 Ka. N0, Approved By: WS m • • • ro Cd m a 00 STA 64 +339 EB TO STA 64+469 ES It TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 (EB) VARIES VARIES 3.0 m TO VARIES 3.6 m 3.6 m 3.6 m 3.6 m 0.5 m 1.2 m 3.6 m 3.6 In 3.2 m RTL /SHLD THRU LANE THRU LANE LT TURN LANE LT TURN LANE SHLD THRU LANE THRU LANE RTL/SHLD O I TRUNK HIGHWAY 7 SE OCONSTRUCTION STA 64+469 EB TO STA 64+549.366 EB SEE DETAIL "C" TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 (EB) VARIES 150 mm TOPSOIL. VARIES 3.0 m 3.6 m 3.6 m 1.2 m 4 3.6 m 3.6 m 3.6 m 3.0 m TO 3.2 m SHLD THRU LANE THRU LANE SHLD LT TURN LANE THRU LANE THRU LANE RTL O O O O 4O ®O SEE INSET "A" i— SEE INSET "A° NOTES: SEE INSET "D" SEE INSET "D" •4 Typ --.-- „-- - — ._.._._._..___ UNLESS OTHERWISE SPEC1f1ED, THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. TRUNK HIGHWAY 7 STA 64 +339 EB TO STA 64+469 ES It TRUNK HIGHWAY 7 (WB) TRUNK HIGHWAY 7 (EB) VARIES VARIES 3.0 m TO VARIES 3.6 m 3.6 m 3.6 m 3.6 m 0.5 m 1.2 m 3.6 m 3.6 In 3.2 m RTL /SHLD THRU LANE THRU LANE LT TURN LANE LT TURN LANE SHLD THRU LANE THRU LANE RTL/SHLD SEE INSET "A" TRANSITION DETAILS. STA. 64 +442 ES TO STA. 64+476 EB 5Q SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. N0. DATE BY CNN REVISIONS Design y: I NEIEDr CERTin THAT IRIS RAN. S SCIr ICAr101. DR SENN An TND'11 S, Dr 01 NNER RC 68 M DIRECT SIAMSTA IDI W THAT 1 AN A DILT TCCISIERED ReftSSINYS ENCIZ uaR 35641 LeIOB OfT11 a /� SHEET P 1 m By: NE u. a fME BTAI V NINKSMA , )/�//� 6441 Wayzale Boulevard A Trunk Highway 7 /Trunk Highway 41 4/ bIINNESOTA DEPARTMENT OF TRANSPORTATION CWK /JL8 (' �+ �.� / JB Minneapolis, MN 55426 18. checked By: � I V Vi./ JWS ' i.E. ('-`Ly� AXUl.17W Cities of Shorewood & Chanhassen TYPICAL SECTIONS 136 Approved y: -� JEFF W. STENART. P. E. &A,T,ppEA.e ;]x FA1(W7 -1700 J WS DATEV S/ 8/00 KG. Ng fi511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 SHEETS O SE OCONSTRUCTION SEE DETAIL "C" I SEE PLANS FOR LEFT TURN TRANSITIONS PLACE 150 mm TOPSOIL. 4 4 4 4 4 SEED B MULCH ORRSODZER. 1N 4O ®O i— NOTES: - -- ------ - - -' "— •4 Typ --.-- „-- - — ._.._._._..___ UNLESS OTHERWISE SPEC1f1ED, THE SUBGRADE CROSS SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 1Q ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM "A" 6(H) 1(H) SEE INSET "A" THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON SEE INSET DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11/ SEE INSET "D" SLOPE DRAWN DOWN 8 OUT FROM GRADING SHOULDER 3.1. STA. 64 +339 EB TO STA. 64+429 AND BELOW THE UPPER 600 mm OF GRADING GRADE. SEE INSET A" THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY STA. 64+429 EB TO STA. 64 +469 EMBANKMENT. 600 mm SUBGRADE EXCAVATION. BACKFILL WITH Q2 ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE 600 mm SELECT GRANULAR MATERIAL EDGE OF THE BITUMINOUS PAVEMENT. SEE STA. INSET "A" 64+339 EB TO STA. 64+405 EB SEE INSET "" C 3 SOD FIRST 1 MIN BEHIND ALL CURB A GUTTER. O m SEE INSET D" SEE INSET "D" CONCRETE WALKS AND BITUMINOUS PATHS. STA. 64+405 ES TO STA. 64+469 EB STA. 64 +339 EB TO STA. 64 +442 EB 4Q SEE SUPERELEVATION A DRAINAGE PLAN FOR PAVEMENT SEE INSET "A" TRANSITION DETAILS. STA. 64 +442 ES TO STA. 64+476 EB 5Q SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. N0. DATE BY CNN REVISIONS Design y: I NEIEDr CERTin THAT IRIS RAN. S SCIr ICAr101. DR SENN An TND'11 S, Dr 01 NNER RC 68 M DIRECT SIAMSTA IDI W THAT 1 AN A DILT TCCISIERED ReftSSINYS ENCIZ uaR 35641 LeIOB OfT11 a /� SHEET P 1 m By: NE u. a fME BTAI V NINKSMA , )/�//� 6441 Wayzale Boulevard A Trunk Highway 7 /Trunk Highway 41 4/ bIINNESOTA DEPARTMENT OF TRANSPORTATION CWK /JL8 (' �+ �.� / JB Minneapolis, MN 55426 18. checked By: � I V Vi./ JWS ' i.E. ('-`Ly� AXUl.17W Cities of Shorewood & Chanhassen TYPICAL SECTIONS 136 Approved y: -� JEFF W. STENART. P. E. &A,T,ppEA.e ;]x FA1(W7 -1700 J WS DATEV S/ 8/00 KG. Ng fi511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 SHEETS • • LElm LAKE LINDEN DRIVE LAKE LINDEN DRIVE 2.4 m 4.8 m 4.8 m 2.4 m 8L V0 BLVD PROFILE GRADE 150 mm TOPSOIL. FERTILIZER. 8618 CURB 8618 CURB SOD OR SEED W/ MULCH OR d GUTTER d GUTTER 150 mm TOPSOIL. FERTILIZER. EROSION CONTROL BLANKET SOD OR SEED W/ MULCH OR EROSION CONTROL BLANKET 0.04 m/m .0.02 m/m 0.02 m/m � � 0.04 m/m EXISTING GROUND 1 A j`lP_ - -� // `r- -``7:q rYP EXISTING GROUND GRADING GRADE SEE DETAIL A SEE DETAIL A SEE INSET "1" 600 rtm GRANULAR MATERIAL (3149.281) GEOTEXTILE FABRIC TYPE V FRONTAGE ROAD It S8 FRONTAGE ROAD N8 FRONTAGE ROAD 3.0 m VARIES 4.2 m 3.6 m 4.2 m 1.8 m 4.2 m 4.2 m 3.0 m 3.0 m BIT PATH BLVD RT TURN LANE THRU LANE LT TURN LANE MEDIAN THRU LANE THRU LANE BLVD BIT PATH 0.6 m 8618 CURB 8618 CURB PROFILE GRADE d GUTTER 8618 CURB d GUTTER 8618 CURB d GUTTER d GUTTER PROFILE GRADE 0.02 m/m 0.04 _ 0.04 m/m 0.02 m/m NOTES: m/m . 0.02 m/m 0'0� m 0.02 m/m 0.02 m/m 0.02 nVm i �.E . / . --. / UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS — — — — SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. Y / / ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM — _ _ — — _ _ _ — �/ THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON SEE BITUMINOUS SEE INSET "1" DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11,2 SEE BITUMINOUS SLOPE DRAWN DOWN d OUT FROM GRADING SHOULDER P.I. PATH INSET SEE DETAIL A SEE DETAIL B GRADING GRADE SEE INSET "1" PATH INSET AND BELOW THE UPPER 600 mm OF GRADING GRADE. THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY 150 mm TOPSOIL. FERTILIZER. 150 mm TOPSOIL. FERTILIZER. EMBANKMENT. SOD OR SEED W/ MULCH OR SOD OR SEED W/ MULCH OR O ALL DIMENSIONS ARE TO FACE Of CURB OR TO THE EROSION CONTROL BLANKET 600 mm GRANULAR MATERIAL (3149.281) EROSION CONTROL BLANKET EDGE OF THE BITUMINOUS PAVEMENT. SEE DETAIL A © S00 FIRST 1 m MIN BEHIND ALL CURB d GUTTER. GEOTEXTILE FABRIC TYPE V CONCRETE WALKS AND BITUMINOUS PATHS. 0 SEE SUPERELEVATION d DRAINAGE PLAN FOR PAVEMENT TRANSITION DETAILS. SO SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF a EXISTNG PAVEMENT TO REMAIN. A © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. ND. DATE BY CHN REVISIONS Design y: 1 WEIT CERTIFY MAT THIS PLAN. SPECIFICATION. DR AEPRAI HAS P AHED BT DR IAROER SHEET o RCH /J 88 W DIRECT SWVIHISIM AND THAI I w A Dui REGISTERED PRWESSIOIAI ENGINEER MR 350 Westwood Lake O�A� MINNESOTA DEPARTMENT OF TRANSPORTATION Plan Ely: THE LAKE IN THE STATE OF HINRESDIA ^ }� /1R� 6441 Wayzata Boulevard 16AElDT4?: Trunk Highway 7 / Trunk Highway 41 CWK /JLB ^ Af /% - �`/N� Minneapolis, MN 55426 19 v ChackeZ By: JWS i' /( /.�r %1� -V id 612 , Cities of Shorewood & Chanhassen of /Y ✓ JEFF N. STEWART. P.E. &.ITA Adulx FAX 541 -1700 Minnesota TYPICAL SECTIONS 136 ADOravec By: I SHEETS JWS DA TEA Si26i00 aEC. HD. 6511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008_58 • �. • RAMP T.H. 41 NB TO T.H. 7 EB 2.4 m 4.8 m 3.0 m SHLD RAMP SHLD PROFILE GRADE 150 mm TOPSOIL. FERTILIZER. SOD OR SEED W/ MULCH OR VARIES VARIES 150 mm TOPSOIL. FERTILIZER. EROSION CONTROL BLANKET 0.04 m/m TO 0.02 m/m TO SOD OR SEED W/ MULCH OR 0.03 rrt/m 0.04 m/m 0.04 m/m EROSION CONTROL BLANKET A TYP �; = - -r - - -- — - - - - - -- 1 -- 1�4 TYP SEE DETAIL C SEE INSET "C° SEE INSET SEE DETAIL C SEE INSET "G' 600 mm SUBGRADE EXCAVATION, BACKFILL WITH — 600 mm SELECT GRANULAR MATERIAL SEVEN FORTY ONE CROSSING ENTRANCE STA. 50 +034.14 TO STA. 50 +062.40 It SEVEN FORTY ONE CROSSING ENTRANCE VARIES VARIES 12.6 m TO 5.4 m 14.3 m TO 5.5 m PROFILE GRADE 150 mm TOPSOIL. FERTILIZER. 8618 CURB 8618 CURB SOD OR SEED W/ MULCH OR d GUTTER d GUTTER 150 mm TOPSOIL. FERTILIZER. EROSION CONTROL BLANKET / SOD OR SEED W/ MULCH OR 1 SYP / 1;4 EROSION CONTROL BLANKET — — — A—� �— T SEE DETAIL A SEE DETAIL A ' SEE INSET "F" 600 mm GRANULAR MATERIAL (3149.281) SEVEN FORTY ONE CROSSING ENTRANCE STA. 50 +000 TO STA. 50 +034.14 SEVEN FORTY ONE CROSSING ENTRANCE VARIES I VARIES 6.72 m TO 4.32 m 4.2 m 1.8 m 23.74 m TO 14.85 m RT TURN LANE LT TURN LANE MEDIAN THRU LANE NOTES: 0.45 m 0.45 m UNLESS OTHERWISE SPECIFIED. THE SUBGRADE CROSS 8618 CURB 8618 CURB SLOPE WILL BE THE SAME AS THE FINISHED CROSS SLOPE. 150 mm TOPSOIL. FERTILIZER, d GUTTER 8 GUTTER t ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM 150 mm TOPSOIL. FERTILIZER. O THE ROADWAY. THIS MATERIAL SHALL BE PLACED ON SOD OR SEED W/ MULCH OR PROFILE GRADE 8618 CURB SOD OR SEED W/ MULCH OR DITCH BOTTOMS. BACK SLOPES AND OUTSIDE A 1:11,j EROSION CONTROL BLANKET PROFILE GRADE & GUTTER EROSION CONTROL BLANKET SLOPE DRAWN DOWN 8 OUT FROM GRADING SHOULDER P.I. 0.02 m/m 0.02 m/m AND BELOW THE UPPER 600 mm OF GRADING GRADE. 0.02 m/m / �\ THIS MATERIAL SHALL NOT BE PLACED WITHIN ROADWAY EMBANKMENT. 1.4 — 1 i / 1 /� _ p Q ALL DIMENSIONS ARE TO FACE OF CURB OR TO THE �r EDGE OF THE BITUMINOUS PAVEMENT. SEE INSET "F" SEE INSET "F° 3� SOD FIRST 1 m MIN BEHIND ALL CURB & GUTTER. ' SEE DETAIL 8 GRADING GRADE SEE DETAIL A CONCRETE WALKS AND BITUMINOUS PATHS. SEE DETAIL C STA 50+000 TO STA 50+020 4Q SEE SUPERELEVATION & DRAINAGE PLAN FOR PAVEMENT SEE DETAIL A STA 50+020 TO STA 50+034.14 (CURB 8 GUTTER) TRANSITION DETAILS. S) SEE MISCELLANEOUS REMOVAL PLAN FOR LIMITS OF EXISTING PAVEMENT TO REMAIN. d © OVERLAY TO MATCH EXISTING PAVEMENT WIDTH. No. DATE BY INK REVISIONS (Design Y: I DIRECT aRTIEY ISIC r" THAT SPEUEICSna. ST RS[) PI cES rasWEO m a'uess 350 Westwood Lake Office NIINNESOTA DEPARTMF1�iT OF TRANSPORTATION SHEET RCH /J BB THE UINEn SNERSTATE No HYES 14 A OLLI MISTERS[) FNN PXOFESSiOMI CHIMER W°EN ,� Trunk Highway 7 /Trunk Highway 41 Zp P Ion By: rRE uss a THE sun a nwrsm. A 8441 Wayzata Boulevard R -' Minneapolis, MN 55428 cn ° °ke° syCWJwsla f '` y `sB P 612-641-4100 Cities of Shorewood & Chanhassen TYPICAL SECTIONS of d� JEFF W. 5 WART. P.E. &dss .Ams, Im FAX 511.1700 AOPI'oved By: d Minnesota 136 JWS o•a, v26/oo mac, " ", +ssn INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • • • tA W 150 150 mm TYPE "A" CASTING WITH VANE GATE MIN OF 2 MAX OF 5 CONCRETE ADJUSTMENT RINGS WITH FULL BED OF MORTAR BETWEEN EACH AND A 100 mm COLLAR ON THE OUTSIDE PRECAST REINFORCED CONCRETE SLAB SEAL WITH 2 BEADS OF RAM -NEK ALL JOINTS IN MANHOLE TO HAVE "0" RING RUBBER GASKETS PRECAST CONCRETE SECTION DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND INSIDE MANHOLE STEPS. 380 mm OC. ALUMINUM STEPS 200 mm PRECAST SEGMENTAL CONCRETE BLOCK TO TOP OF THE PIPE SHALL BE USED WHEN SIZE AND DEPTH PROHIBIT THE FABRICATION OF PRECAST UNITS MINIMUM SLAB THICKNESS. 150 mm FOR 4.26 m DEPTH. INCREASE THICKNESS 25 mm FOR EACH 1.2 m OF DEPTH GREATER THAN 4.26 m AND REINFORCE WITH 150 mm x 150 mm 10/10 MESH DRAINAGE STRUCTURE TYPE SPECIAL -2 NO SCALE NOTES: REINFORCING TO CONSIST OF #4 BARS AT 200 mm OC BOTH WAYS. POUR A 75 mm TO 100 mm CONCRETE COLLAR AROUND RINGS EXTENDING ADJUSTING RINGS"""��� FROM THE CASTING TO THE PRECAST SECTION. 100 mm MIN 300 mm MAX \ TYPE "A" CASTING ASSEMBLY 90 mm A A i — -915 mm 1.09 m 0.8 m L90 mm CURB INLET FRAME AND CURB BOX SEE DETAIL PLAN REFER TO PLANS FOR CASTING REQUIRED. USE PRECAST CONCRETE ADJUSTING RINGS O �LL\ � \\ ADJUSTING RINGS (WHEN USED) SHALL BE SET IN FULL MOTAR BEDS. In CASTING--J 2 - 50 mn RINGS MIN A i — -915 mm 1.09 m 0.8 m L90 mm CURB INLET FRAME AND CURB BOX SEE DETAIL PLAN EXTERIOR CATCH CATCH BASIN 77711 BASIN DIA DIA SEWER BRICK (SPEC 3616) BLOCK ALL STORM SEWER CASTING ELEVATIONS VIEW OF INSTALLATION MASONRY CONSTRUCTION SHOWN ON THE PLANS HAVE BEEN DEPRESSED 50 mm BELOW GUTTER DRAINAGE STRUCTURE DESIGN 4020 ELEVATION NO SCALE G DRAINAGE STRUCTURE TYPE SPECIAL -1 v NO SCALE m °o i N0. DATE 9Y CHK AEVISI0N5 Design Y' I REAERI CERTIFY MAT THIS K^ SPEEIFICATIM. a REPW 115 FeWARNI 6 GO Y 01 ER v RCH /J B8 An DIRECT SPMVISIM w MAT I w A MAY REGISTERED PIWESSI00E FKSIIEEN MR U P Ian By: ME 1A15 01 THE STATEAE - RESOMA – - o CWK /JLB O Checked BY: tiZ ! vim_ _ ' '.��;Zl,.�.. -�. ._.. J WS JEFF N. /STENAN7. P. E. Approved BY: •J J WS GATE. 5/26/00 REG. xo. 16511 150 mm THREE LIFTING HOOKS AT 120• CENTERLINE CENTERLINE 1.0 m 610 - T 915 T j —` [--- A FOR 1200 mm -1650 mm STRUCTURE DIAMETER NO SCALE ---I ;_ B FOR 1800 mm - 3000 mm STRUCTURE DIAMETER NO SCALE MANHOLE TOP SLAB WITH OFF -SET 610 am x 915 mm HOLE STRUCTURE COVER MINIMUM WEIGHT DIAMETER DIAMETER t A B OF COVER (mm) (mm) (mm) (mm) (mm) (Kgsl 1200 1450 150 225 421.8 1350 1625 200 150 775.6 1500 1800 1 200 75 1011.5 1650 1975 200 1274.6 1800 2150 200 75 1 1560.4 - 350 VVestwood Lake C4f a SHEET Y A 8441 VdayzaW Boulevard ETA. Trunk Highway 7 / Trunk Highway 41 11IINNESOTA DEPARTMENT OF TRANSPORTATION 21 Minneapolis, MN 55426 STORM SEWER OF 6125/14600 Cities of Shorewood & Chanhassen MISCELLANOUS DETAILS 136 �- FAX 641.1700 Minnesota INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS REFER TO PLANS FOR CASTING REQUIRED. USE PRECAST CONCRETE ADJUSTING RINGS WHERE NECESSARY. SEE STANDARD PLATE 4010. CASTING AND PRECAST CONCRETE ADJUSTING RINGS (WHEN USED) SHALL BE SET IN FULL MOTAR BEDS. ADJUSTING RINGS CASTING--J 2 - 50 mn RINGS MIN 4 - 50 mn RINGS MAX ROADWAY SURFACE SEE STANDARD PLATE 4020 FOR COVER REQUIREMENTS - 7 7. W WALL CONSTRUCTION SHALL BE CLASS lI PRECAST PIPE. EXCEPT 1.2 m DIA MAY BE ASTM C 478 CONCRETE PIPE. SEE STANDARD PLATE 3000 (NO TONGUE OR GROOVE AT TOP OR BOTTOM OF THIS SECTION) CAST -.IN -PLACE Z T 200 mm CAST-IN -PLACE C CONCRETE OR MASONRY CONSTRUCTION (BRICK OR BLOCK) ALLOWED ONLY o g CONCRETE I IF APPROVED BY ENGINEER °¢1= 1.2 m TO 3.0 in Q Q REFER TO STANDARD PLANS FOR HEIGHT AND M D DIAMETER REQUIRED. Z o o o M O2 REFER 70 PLANS FOR STEP REQUIREMENTS- W 3 3 (13 MINIMUM STEEL REINFORCEMENT a I I 4 4Q EQUIVALENT STEEL AREA IN WIRE MESH I I I I I M MAY BE USED — _ u u I I I I ( ( ) GENERAL DIMENSIONS FOR CONCRETE APPLY r ¢ ¢ I I I I T TO BRICK AND CONCRETE MASONRY UNIT IL m m I I 1 1 C CONSTRUCTION ALSO. EXCEPT AS NOTED. 1 © © 300 mm MINIMUM FOR PRECAST, 3 BRICKS OR 1 BLOCK MINIMUM FOR MASONRY CONSTUCTION • 1 O7 REINFORCEMENT AS PER SPEC 3301. GRADE 60. 1 Q Q8 COVER OPENING TYPE IS CASTING SPECIFIC. CIRCULAR OPENING - TYPE B OR C ;t STRUCTURE --j R RECTANGULAR OPENING - TYPE A P_[4 200 mm 7200 mm 200 m POURED CONCRETE BASE. FOR ALTERNATE PRECAST CONCRETE BASE. SEE STANDARD PLATE 4011 (MODIFY DIAMETER AND 50 mm M MANHOLE P PLASTERED MANHOLE - - P PLASTERED CATCH CATCH BASIN 77711 BASIN DIA DIA SEWER BRICK (SPEC 3616) BLOCK ALL STORM SEWER CASTING ELEVATIONS VIEW OF INSTALLATION MASONRY CONSTRUCTION SHOWN ON THE PLANS HAVE BEEN DEPRESSED 50 mm BELOW GUTTER DRAINAGE STRUCTURE DESIGN 4020 ELEVATION NO SCALE G DRAINAGE STRUCTURE TYPE SPECIAL -1 v NO SCALE m °o i N0. DATE 9Y CHK AEVISI0N5 Design Y' I REAERI CERTIFY MAT THIS K^ SPEEIFICATIM. a REPW 115 FeWARNI 6 GO Y 01 ER v RCH /J B8 An DIRECT SPMVISIM w MAT I w A MAY REGISTERED PIWESSI00E FKSIIEEN MR U P Ian By: ME 1A15 01 THE STATEAE - RESOMA – - o CWK /JLB O Checked BY: tiZ ! vim_ _ ' '.��;Zl,.�.. -�. ._.. J WS JEFF N. /STENAN7. P. E. Approved BY: •J J WS GATE. 5/26/00 REG. xo. 16511 150 mm THREE LIFTING HOOKS AT 120• CENTERLINE CENTERLINE 1.0 m 610 - T 915 T j —` [--- A FOR 1200 mm -1650 mm STRUCTURE DIAMETER NO SCALE ---I ;_ B FOR 1800 mm - 3000 mm STRUCTURE DIAMETER NO SCALE MANHOLE TOP SLAB WITH OFF -SET 610 am x 915 mm HOLE STRUCTURE COVER MINIMUM WEIGHT DIAMETER DIAMETER t A B OF COVER (mm) (mm) (mm) (mm) (mm) (Kgsl 1200 1450 150 225 421.8 1350 1625 200 150 775.6 1500 1800 1 200 75 1011.5 1650 1975 200 1274.6 1800 2150 200 75 1 1560.4 - 350 VVestwood Lake C4f a SHEET Y A 8441 VdayzaW Boulevard ETA. Trunk Highway 7 / Trunk Highway 41 11IINNESOTA DEPARTMENT OF TRANSPORTATION 21 Minneapolis, MN 55426 STORM SEWER OF 6125/14600 Cities of Shorewood & Chanhassen MISCELLANOUS DETAILS 136 �- FAX 641.1700 Minnesota INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS - 350 VVestwood Lake C4f a SHEET Y A 8441 VdayzaW Boulevard ETA. Trunk Highway 7 / Trunk Highway 41 11IINNESOTA DEPARTMENT OF TRANSPORTATION 21 Minneapolis, MN 55426 STORM SEWER OF 6125/14600 Cities of Shorewood & Chanhassen MISCELLANOUS DETAILS 136 �- FAX 641.1700 Minnesota INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS .7 • 0.1 mx0.1 m TREATED POSTS 0.05 m x 0.3 m TRREATEO TIMBERS MIN. MATCH EXISTING GRAVEL. DRIVE0U5. OR CONCRETE - — — — - DR[VE — R/W LINE OR AS REQUIRED WIDTH VARIES SEE TYPICAL SECTION SHEETS------_ EDGE OF BITUMINOUS APRON 5 AND CONSTRUCTION PLAN FOR 4. m LT OR RT FROM EDGE OF STREET SECTION PAVEMENT SECTION AND TYPE BACt SEE TYPICAL SECTION SHEET FOR PAVEMENT SECTION E 4.YPI 5 m R (T c EDGE OF BIT SHLD EDGE OF STREET SECTION TYPICAL DRIVEWAY SECTION FOR GRAVEL OR BITUMINOUS DRIVE REPLACEMENT NO SCALE INT 8 NWL POND BOTTOM 10 mm EXPANSION JOINT (TYP) (INCIDENTAL) E co 150 mm DIA ( +12 -mm) SOCKET 100 mm CONCRETE WALK FOR SIGN POST SUPPORT (INCIDENTAL) 8618 CURB & GUTTER CURB & GUTTER MEDIAN NO SCALE 9.0 m 0.1 m x 0.1 m x 3.3 m TREATED POSTS 1.2 m 1.2 m 1.2 m 1.2 m 1.2 m 1.2 m POINT C POINT B _ — 300.9 _ 300.6 0.05 m x 0.3 m 300.3 NWL TREATED TIMBERS _ — 300.0 299.7 299.4 NOTE: NOTE: MIN. 2 - 25 mm x 200 mm GALVANIZED CARRIAGE MIN. 2 - 25 mm x 200 mm GALVANIZED CARRIAGE BOLTS PER TREATED TIMBER ATTACHED THROUGH POST. BOLTS PER TREATED TIMBER ATTACHED THROUGH POST. INCIDENTAL TO STRUCTURE. INCIDENTAL TO STRUCTURE. STRUCTURE 50098 - WOOD BAFFLE STRUCTURE 5009B - WOOD BAFFLE u °n d n NO SCALE NO SCALE n V No. DATE By CHI( REVISIONS Design Y: RCH /JBB t NiIElf C:11,Ih M,1t THIS PIAN. W4C IiIGTid• a REPDIT us HRPANEO BY O1 DaEll W 1110 IRE, I w , M, MUSTERED WVESS D4 E»<I»E� , r DIRECT AFPFPVTATE D TOASnA 350 V*sMood Lake Office M1IV1JESOTA DEPARTMENT of TRANSPORTATION SHEET Plan ey_ OF un OF THE F N _ A 844'1 Wayzata Boulevard -: A. Trunk Highway 7 / Trunk Highway 41 22 CWK /JLB ,I Iy " y �`� Minneapolis, MN 55426 Checked By: %' . �� 812 -11,M Cities of Shorewood & Chanhassen OF JWS JEFF W. STEWART. P.E. Aameintea,lne FAX MISCELLANOUS DETAILS 136 - ADOroved BY: Minnesota - JWS DAra sizeioo ��, ec. 165n INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS � 0 n • o m N °o 0 N 48 n F - 825 nm - -_; � - 00 mm -� I --600 mm- - � 1075 III ---775 mm `11 TYPE "A" CASTING ASSEMBLY GRATE & CURB BOX NO SCALE LETTERING TO READ: SANITARY SEWER OR STORM SEWER. WHICH EVER IS APPLICABLE. r- SOLID LID CONCEALED PICKHOLES (2 r1cPEAT OPPOSITE EXCEPT FOR LETTERING 654 mm 338.1 mm i175 mm I 1 BEARING SURFACE L 610 mm W ED �� 724 mm 915 mm FRAME OTE: SELF SEAL COVER COVER AS DESIGNED BY ENGINEER TYPE B CASTING R DRAINAGE STRUCTURE TYPE SPECIAL 3 STRUCTURE #5024 TRANSVERSE &LONGITUDINAL BARS 16 GA GALVANIZED NO SCALE FES. 19.05mm FOR 0.76m FES ELEV. = 301.60 e0u,4 Q CAP ANCHOR _ I - \ \ 67� M'_ N4 EXISTING APRON I �� 4-h ,- I' i I I 10.15"m 12.5 mm EPDXY BARS CURB BOX ADJUSTABLE 150 mm TO 225 mm �-- 912.5 mm -i ELEV. = 301.00 150 MT 881.25 mm es i 9n y' RCH /J BB P I cn 8y: 443.75 mm 0.3m-.0.45m 78 mm T MAX 150 mm 17 5 m L 50 ml F - 825 nm - -_; � - 00 mm -� I --600 mm- - � 1075 III ---775 mm `11 TYPE "A" CASTING ASSEMBLY GRATE & CURB BOX NO SCALE LETTERING TO READ: SANITARY SEWER OR STORM SEWER. WHICH EVER IS APPLICABLE. r- SOLID LID CONCEALED PICKHOLES (2 r1cPEAT OPPOSITE EXCEPT FOR LETTERING 654 mm 338.1 mm i175 mm I 1 BEARING SURFACE L 610 mm W ED �� 724 mm 915 mm FRAME OTE: SELF SEAL COVER COVER AS DESIGNED BY ENGINEER TYPE B CASTING R DRAINAGE STRUCTURE TYPE SPECIAL 3 STRUCTURE #5024 TRANSVERSE &LONGITUDINAL BARS 16 GA GALVANIZED NO SCALE FES. 19.05mm FOR 0.76m FES ELEV. = 301.60 e0u,4 Q CAP ANCHOR _ I - \ \ 67� M'_ N4 EXISTING APRON I �� 4-h ,- I' i I I 10.15"m 12.5 mm EPDXY BARS NO• 1.500 m ELEV. = 301.00 CHK I es i 9n y' RCH /J BB P I cn 8y: I IEAUR QRtIR THAT IRIS DEAN. MIlICATIOI. a HFROIT WAS P117100 BY w WK . OIREET smm�31ON Ile THAT I AR A aAl IESI$TM MESS1OIY ERSINEEN OeEN THE uss IS IRE STATE 6 HI.ESOTA •' �/ I ` - ��- "<'� �." I i JEFF W. STEWART. P.E. CAT(. 5/26/00 , NR, 16511 0.3m-.0.45m 19.05mm MAX 0.3 M O.C. 0. m- 4 mm mm 1.2m -1.8m 31.75mm 0.3m 25.4mm CWK /J L B - Cities of Shorewood & Chanhassen Minnesota STORM SEWER - MISCELLANEOUS DETAILS S. P. 1008-58 MIN. LAP Checked 6y =�` JWS - -- - - - - - - - H Approved By: JWS OF 0.45 m ANCHOR TOP tfTIELAST DRILL & GROUT TO 1.5 m X 0.3 m X 1.1 m & BOTH ENDS MANHOLE WALLS CONCRETE WALL WITHIN W /ANCHOR CAP MIN DEPTH 1/2 MANHOLE DOWNSTREAM THREE JOINTS WALL THICKNESS OF PIPE CONNECTIONS NOTES: (NCIDENTAL) FROM #5025 & 95032 ELEV. = 299.500 ELEV. = 299.600 1. ENTIRE TRASH GUARD ASSEMBLY TO BE HOT -DIP GALVINIZED AFTER FABRICATION PER MNDOT. 2. SIZE OF TRASH GUARD VARIABLE DEPENDENT ON SIZE OF FLARED END SECTION. DRILL & GROUT REBAR MIN-/ 0.24 m DIA. ORIFICE 3. PLACE TRASH GUARDS ON ALL APRONS. DEPTH %2 BASE THICKNESS ELEV. = 301.60 SEE STORM TAB PIPE .SIZE BARS GH' BOLTS FOR CASTING TYPE EXISTING 300 mm RCP CATCH BASIN m ELEV. = 301.00 0.24 m DI ORIFICE SEE Mn /DOT STANDARD PLATE M3136 3.0 m BEGIN VANE G ATE 15 +151.7. 11.3 m RT 1.5 m T.H. 41 58 - - - � 22 -1/2-(!) / END CONCRETE BEDDING 0 381 mm P.V.C. SEWER PIPE TRASH GUARD FOR RC APRON NO SCALE 600 mm RCP 0.3 m SUMP 0 ELEV. = 299.600 Yn�Y/J�li� •� �� GRANULAR FILTER BLANKET 2 SEC B -8 50 -1 VAR. 3.0 m B 4 1O' O A D A 0.6 m Q o0 O U� SLOTTED PIPE DRAIN pp END VANE GRATE 0.6 m 15 +167. 11.3 m RT joc �Q D OO O 000 T.H. 41 S8 1 d- 4 PLAN L B 4:1 NOR TOE OF SLOPE MAL NORMAL WATER LEVEL SUMPO MORTAR AROUND PLUG END WITH CONCRETE ENTIRE JOINT 152 mm THICKNESS Q 22 -1/2 . BEND SHALL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. ® CONCRETE BEDDING SHALL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. TYPE "F" SLOTTED PIPE DRAIN INSTALLATION GRANULAR FILTER BLANKET SEC A -A O SEE STANDARD PLATE 3133 FOR THICKNESS OF RIP RAP AND GRANULAR FILTER BLANKET O GEOTEXTILE FILTER FABRIC MAY BE SUBSTITUTED FOR GRANULAR FILTER BLANKET O3 FOR PIPES GREATER THAN EQUAL TO 1.2 m. USE 0.6 m STRUCTURE #5009A RIP RAP DETAIL NO SCALE NO SCALE NO SCALE NO• GATE BT CHK REVISIONS es i 9n y' RCH /J BB P I cn 8y: I IEAUR QRtIR THAT IRIS DEAN. MIlICATIOI. a HFROIT WAS P117100 BY w WK . OIREET smm�31ON Ile THAT I AR A aAl IESI$TM MESS1OIY ERSINEEN OeEN THE uss IS IRE STATE 6 HI.ESOTA •' �/ I ` - ��- "<'� �." I i JEFF W. STEWART. P.E. CAT(. 5/26/00 , NR, 16511 0.3m-.0.45m 19.05mm 0.1mm 15.9mm 0. m- 4 mm mm 1.2m -1.8m 31.75mm 0.3m 25.4mm TRASH GUARD FOR RC APRON NO SCALE 600 mm RCP 0.3 m SUMP 0 ELEV. = 299.600 Yn�Y/J�li� •� �� GRANULAR FILTER BLANKET 2 SEC B -8 50 -1 VAR. 3.0 m B 4 1O' O A D A 0.6 m Q o0 O U� SLOTTED PIPE DRAIN pp END VANE GRATE 0.6 m 15 +167. 11.3 m RT joc �Q D OO O 000 T.H. 41 S8 1 d- 4 PLAN L B 4:1 NOR TOE OF SLOPE MAL NORMAL WATER LEVEL SUMPO MORTAR AROUND PLUG END WITH CONCRETE ENTIRE JOINT 152 mm THICKNESS Q 22 -1/2 . BEND SHALL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. ® CONCRETE BEDDING SHALL BE INCIDENTAL FOR WHICH NO DIRECT COMPENSATION WILL BE MADE. TYPE "F" SLOTTED PIPE DRAIN INSTALLATION GRANULAR FILTER BLANKET SEC A -A O SEE STANDARD PLATE 3133 FOR THICKNESS OF RIP RAP AND GRANULAR FILTER BLANKET O GEOTEXTILE FILTER FABRIC MAY BE SUBSTITUTED FOR GRANULAR FILTER BLANKET O3 FOR PIPES GREATER THAN EQUAL TO 1.2 m. USE 0.6 m STRUCTURE #5009A RIP RAP DETAIL NO SCALE NO SCALE NO SCALE NO• GATE BT CHK REVISIONS es i 9n y' RCH /J BB P I cn 8y: I IEAUR QRtIR THAT IRIS DEAN. MIlICATIOI. a HFROIT WAS P117100 BY w WK . OIREET smm�31ON Ile THAT I AR A aAl IESI$TM MESS1OIY ERSINEEN OeEN THE uss IS IRE STATE 6 HI.ESOTA •' �/ I ` - ��- "<'� �." I i JEFF W. STEWART. P.E. CAT(. 5/26/00 , NR, 16511 350 Westwood Lake Office //// / / ////�� ^^ 6441 Wayzata Boulevard /�/ ` /EIE� _ Minneapolis, MN 55428 V`i•.•// - 612 -41-4800 &ALwcia AIm FAX 541-1700 INFRASTRUCTURE. - ENGINEERS - PLANNERS > TA =::: Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 23 OF 13s SHEETS CWK /J L B - Cities of Shorewood & Chanhassen Minnesota STORM SEWER - MISCELLANEOUS DETAILS S. P. 1008-58 Checked 6y =�` JWS Approved By: JWS • • a v N DO D 0 v i O 0 N SINGLE MAILBOX SUPPORT DOUBLE MAILBOX SUPPORT 1.4 m MULTIPLE MAILBOX SUPPORT IF NECESSARY, LOCATE NEWSPAPER HOLDER ABOVE A HORIZONTAL PIPE TO PREVENT SNOW PLOW DAMAGE. nevlil llN! " ° °' y• `• >- RCH /J B8 P Ian BY: BOLT WOOD O_ NmNe+ara Trunk Highway 7 / Trunk Highway 41 FILLER TO SHEET � OF q�N 1AJ0 SHEETS PIPE BEFORE © DRILL RECOMMENDED ATTACHING TOP OF MAILBOX SIZE 1A (1 -1/2 ) 3O 45- ELBOW FOR MAILBOX WOOD APPROXIMATELY 32 mm NOM. PIPE — SHOULDER FILLER 200 W X 525 L X 260 mm H 11 � \ l-- --- - - - - -- -- ALL PIPE AND PIPE FITTINGS SHALL CONFORM TO SPEC. 3362 I Q38 mm THICK I i WOOD FILLER a �c9A L. 7 32 NOM. PIPE, Q2 M6 DIA. X 100 mm m A mm CARRIAGE BOLTS & NUTS 775 mm LONG 10 CLAMP AVAILABLE WHERE AUTOMOBILE E Q9 32 mm NOM. PIPE, 125 mm LONG, CUT ' TAIL PIPE FITTINGS ARE SOLD AS NECESSARY TO ADJUST HEIGHT — SCOPE I O N Q8 25 mm PIPE, 230 mm LONG SECTION A -A J � Q9 32 mm NOM. PIPE, 70 mm c LONG. CUT AS NECESSARY REQUIRED PIPEIPOST TO ADJUST HEIGHT POST (4.5 Kg /m) PER SPEC. 3401 -- 1 z DRILL 8 mm DIA. a 032 mrn NOMINAL PIPE. CUT TO FIT. HOLES FOR 1 M6 DIA. CARRIAGE 38 THICK WOOD FILLER BOLTS TOP VIEW 915 mm Q E 0 �nN nevlil llN! " ° °' y• `• >- RCH /J B8 P Ian BY: I ROVER, C ul" -I TNIS RAN. SPEMICATIVI ON REPORT WAS nEPAREO Rv OR tMll N OIRECI NR'RM,IIRO1 ANN INAI I AN A ORI RNISMU PRO'ESSIONE MIXER OtlER tNf 4ANS - — S,AIE OF NINIESOIA ; r• ^... ,% •,��%�' -- N:•+ wl.� O_ NmNe+ara Trunk Highway 7 / Trunk Highway 41 U SHEET � OF q�N 1AJ0 SHEETS © DRILL NOTES. OUTSIDE EDGE OF m 10 mm DIA. MSLDIAFOR Z E a SHOULDER I BOLTS 1 E w 0 0 ALL PIPE AND PIPE FITTINGS SHALL CONFORM TO SPEC. 3362 I TAIL PIPE CLAMP , a. DETAIL NUMBER I +I a 300 mm A IA R BLE DITCH E E FOR MORE INFORMATION, CONTACT SCOPE I ° E 0 ALL FASTENERS SHALL CONFORM TO SPEC. 3391 J ROADWAY VIEW QS 1.8 m MIN. FLANGED CHANNEL SIGN 1 I NO . REQUIRED PIPEIPOST POST (4.5 Kg /m) PER SPEC. 3401 -- 1 CONNECTION JAIL FORESIGHT PRODUCTS INC. 1 1 38 THICK WOOD FILLER ALL MATERIALS SHALL BE GALVANIZED PER SPEC. 3392 I LJ 1 MAILBOX �nN nevlil llN! " ° °' y• `• >- RCH /J B8 P Ian BY: I ROVER, C ul" -I TNIS RAN. SPEMICATIVI ON REPORT WAS nEPAREO Rv OR tMll N OIRECI NR'RM,IIRO1 ANN INAI I AN A ORI RNISMU PRO'ESSIONE MIXER OtlER tNf 4ANS - — S,AIE OF NINIESOIA ; r• ^... ,% •,��%�' -- N:•+ wl.� 350 VAStmood Lake ORi� S y� �,��„�,� saai Wa Minna Minneapolis, MN 55426 WSB- P e�zsal�eoo � FAX 5dt -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS NmNe+ara Trunk Highway 7 / Trunk Highway 41 U SHEET � OF q�N 1AJ0 SHEETS NOTES. LIST OF MATERIALS FOR CONTRACTORS NOTES: F THIS IS A PATENTED PRODUCT. Checked By: JWS ALL PIPE AND PIPE FITTINGS SHALL CONFORM TO SPEC. 3362 150 TO SEE SPEC. 1703. ITEM NUMBER 300 mm OAIC, qFR. NO, FOR MORE INFORMATION, CONTACT DESCRIPTION ALL FASTENERS SHALL CONFORM TO SPEC. 3391 NO . REQUIRED FORESIGHT PRODUCTS INC. 1 1 38 THICK WOOD FILLER ALL MATERIALS SHALL BE GALVANIZED PER SPEC. 3392 PHONE- 800 - 325 -5360 mm CUT TO FIT SNUG UNDER MAIL BOX MAILBOX LOCATIONS SHOULD BE STAKED BEFORE INSTALLATION FOR CURB FACE USE THIS SUPPORT IF FOUR OR PROPER HEIGHT AND DISTANCE FROM THE ROADWAY. ONCE STAKED, THE MORE MAILBOXES ARE LOCATED 2 2 M6 DIA. X 100 mm LONG INSTALLER MUST NOTIFY THE ENGINEER AND THE POST OFFICE. THE IN ONE AREA. CARRIAGE BOLTS & NUTS ENGINEER AND POSTMASTER /MAILCARRIER WILL BE ALLOWED 48 HOURS TO 1Q POSTAL SERVICE REGULATIONS 3 2 45* ELBOW FOR 32 mm NOMINAL PIPE REVIEW AND MODIFY THE STAKED LOCATIONS PRIOR TO FINAL INSTALLATION. II WILL DETERMINE THE HEIGHT. 4 1 32 mm NOMINAL PIPE• CUT TO FIT OTHER MN /DOT APPROVED MAILBOX SUPPORTS MAY BE USED. THESE POST v ; II 2Q FOR RURAL LOCATIONS, THE FACE 5 1 1.8 m MIN. SIGN POST ( 4.5 K /m 1 INCLUDE THE DESIGNS DEVELOPED BY MARSHALL COUNTY, THE ROCHESTER 1 1 OF THE BOX SHALL BE 200 mm 6 2 M8 DIA. BOLT, NUT & LOCKWASHER MN /DOT DISTRICT•FRIEND INNOVATIONS AND MINNCOR INDUSTRIES. ANCHORAGE TO 300 mm FROM THE EDGE OF 7 1 32 mm NOMINAL PIPE, 775 mm LONG DESIGN MODIFICATIONS TO PREVIOUSLY APPROVED SUPPORTS SHALL DEVICE LOCATION OF MAILBOX POST THE TURNOUT OR USABLE SHOULDER. 8 1 25 mm PIPE. 230 mm LONG BE DOCUMENTED AND SENT TO THE DESIGN STANDARDS ENGINEER• 9 1 32 mm NOMINAL PIPE, 125 mm LONG OFFICE OF TECHNICAL SUPPORT. 1 32 mm NOMINAL PIPE, 70 mm LONG THE MAILBOX TO BE 200 mm TO 300 mm OUTSIDE THE EDGE APPROVED PROPRIETARY MAILBOX SUPPORTS 10 2 375 mm TAIL PIPE CLAMP OF SHOULDER OR 150 mm TO 300 mm FROM FACE OF CURB. MECHANICAL TUBING 1 11 9 MS X 25 mm SHEET METAL SCREWS NO MORE THAN THREE MAILBOXES SPACED 760 mm CENTER TO CENTER ARE TO BE USED IN ONE LOCATION. 1 �nN nevlil llN! " ° °' y• `• >- RCH /J B8 P Ian BY: I ROVER, C ul" -I TNIS RAN. SPEMICATIVI ON REPORT WAS nEPAREO Rv OR tMll N OIRECI NR'RM,IIRO1 ANN INAI I AN A ORI RNISMU PRO'ESSIONE MIXER OtlER tNf 4ANS - — S,AIE OF NINIESOIA ; r• ^... ,% •,��%�' -- N:•+ wl.� 350 VAStmood Lake ORi� S y� �,��„�,� saai Wa Minna Minneapolis, MN 55426 WSB- P e�zsal�eoo � FAX 5dt -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS NmNe+ara Trunk Highway 7 / Trunk Highway 41 /� �.I MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET � OF q�N 1AJ0 SHEETS CWK /JLB Cities. of Shorewood & - Chanhassen Minnesota - MISCELLANEOUS DETAILS S.P. 1008 -58 Checked By: JWS ��1 JEFF W. STENaNT, P.E. ". 'J26100 16511 approved By: J WS OAIC, qFR. NO, 1 • • z CL N Q m w z z Li J w 0 o: a z z a N w v a U a: N BLUE TOPS NORMAL SECTION 112 GUARD LATH 112 GUARD LATH OPTIONAL 112 GUARD LATH GRADING ° o P.I. GRADING GRADE 0 ►— GRADING WIDTH —+ 25x50 BLUE TOP SET TO GRADE 1/2 LATH FOR LOCATING BLUE TOP TRANSITION SECTION 1/2 GUARD LATH 112 GUARD LATH 1/2 GUARD LATH a 1/2 GUARD LATH o HIP POINT o o g c VAR. SLOPE VAR. VAR. o 25x50 25x50 GRADE 25x50 BREAK POINT 25x50 SLOPE STAKES SINGLE ROADWAY - EXAMPLE 'A' x z Y I Y x HIP POINT Y �Y � �V Q�x R/W STAKE 'A' R/W SE FULL LATH AND HUB-STATION STAKE 'B' DIST. TO � WITH CUT /FILL TO (Z) FULL LATH DIST. TO SHLD. WITH CUT /FILL TO SHLD. (Y)(Yl) DITCH CUT /SHLD. FILL DIST. TO TOE OF SLOPE, CUT /FILL FROM HUB (X) SLOPE RATED OFFSET TO SAFTY SLOPE DISTANCE TO.INSLOPE OFFSET TO HIP POINT TOE (VI) OR SHOULDER (AS APPLIES I (V) NOTE:, STAKE TO BOTTOM OF TOPSOIL UTILITY ( UTIL PIPE STAKING CATCH BASIN OR MANHOLE ( CB /MH ) PROFILE VIEW INFO TOP VIEWS CENTERLINE PIPE INFO OPTION I INFO a QQ OQ OPTION 2 z OFFSET REFERENCED o 25x50 25x50 z N INFO TACK ON STAKE OPTIONAL a ° i 25x50 (D CUT REFERENCED 50x5 25X50 INFO TO BLUE CORNER FRONT BACK CB STAKE 21 `z TC CB +l% FLOWLINE PIPE 25x50 o F0– 21 TO CO OF GRADE STAKE TOP CASTING a FL IN 22 FRONT i C 1213 BACK ro FLOUT FL 'o INLET C 030 3 0e1 c ELEV. l — ® FLOWLINE /INVERT SLAB 9 FLOWLINE /INVERT + 0.2m SLOPE STAKES CONCRETE PAVING STATIONARY FORM SINGLE ROADWAY - EXAMPLE 'B' R/W TOP OF FORM LATH ® 25x50 25x50 IF SHOULDER P.I. NEEDED 25x50 2 v F 5x50 Fl�� 5�0 SLOP A 50x50 50x50 B & C TOP GRAVEL BASE 25x50 OPTION 1 OPTION 2 LATH A B C OFFSET TO CONTRACTOR'S OPTION o 5162 Y CE F A C MARK ON CORNER OF MARK ON CORNER OF o l ^, 197 31 31 STAKE FOR ELEVATION ALIGNMENT STAKE FOR ELEVATION I — 0 06 06 x I- REFERENCE TACK REFERENCE STATIONING Im D 9 m 6_o m rL 0 N LT SH N 19 r 16 6l0 NOTES: C SH 21 06io I� m 0.5. Izz m ALL SLOPE STAKE REFERENCE DISTANCES GIVEN FROM �. 0 21 E.S. STAKE TO BOTTOM OF TOP SOIL. KEY STAKES: 27x3 FRONT BACK FRONT BACK BLUE TOP SET AT R/W BOUNDRY LT. & RT. NOTE INFORMATION ON STAKE IF NECESSARY MAY BE EXCEPTIONS TO SETTING STAKE ON R /W. CURB & GUTTER ( CURB ) CONCRETE PAVING - SLIP FORM OPTIONAL LATH WHEN NEEDED TO OPTION A MARK TYPE OF ® CROWN r{ CURB & GUTTER � – – – –SLOPE – IF. THERE IS A – -- -- - - - - -- - - -- CHANGE CONCRETE CONCRETE m VARIABLE NORMAL SECTION o m 1 m VAR. 50x50 N TYPICAL VARIABLE —; Q DISTANCE = TACK TO EDGE SLAB 5Ox50 50x50 F1 --- - - - - -- OPTION B 1 c l m- 3 m Q DISTANCES VARY DEPENDING ON THE CONTRACTORS TYPE OF CURB & GUTTER; REFER TO OPTION SLOPE STANDARD PLATE MANUAL FOR DIMENSIONS. I(�I CONCRETE MARK ON CORNER OF 50x50 U STAKE FOR ELEVATION ALIGNMENT TACK REFERENCE STATIONING MARK ON CORNER OF STAKE FOR CUT OR FILL TO F oeT ELEVATION REFERENCE INFO LATH ALIGNMENT TACK o TOP OF CURB 0 — o OPTIONAL r CUTTER IN ® CUT OR FILL TO TrFl ® = O FFSET 21 GRADE EXTENDED GUTTER OUT DISTANCE FROM B C FROM EDGE OF TACK TO BACK SLAB THROUGH .. OF CURB EDGE OF SLAB FRONT BACK STANDARD STAKES TYPES: 50x50 25x50 25x50 LATH REFERENCE ( REF ) INFORMATIONAL (INFO ) O O VISIBILITY ( VIS ) GUARD ( GUARD ) A B C SIZES: A = 50mm X 50mm X VAR. REF /INFO /GUARD B = 25mm X 50mm X VAR. REF /INFO /GUARD D C = 25mm X 50mm' X VAR. REF D = LATH INFO /VIS /GUARD 25 x 50 OR LATH = INFO STAKES RECOMMENDED STAKING INTERVALS FIGURE A ABBREVIATIONS BBL STAKE POLES MINIMUM OF 1.5.meters FROM ANY R/W CORNER = HANDHOLE EXAMPLE: POLE LINE = R/W LINE BACK CURB HP = HIP POINT 1.5m G = CURB & GUTTER LT =LEFT C = CUT MH = MANHOLE LATH R/W CORNERS I = CORR. ALUM. PIPE NB = NORTHBOUND LATH R/W LINE LATH – – CENTERLINE PAR = PARCEL L5m % = PERCENT GRADE o = CORR. METAL PIPE — POLE LINE PERM. EASEMENT CDR L RAD = RADIUS POINT CR = CROWN E = REINF. CONC. PIPE CSP = CORR. STEEL PIPE RP = REFERENCE POINT Q = LIN2.8 meters MIN. FROM FOR POLES RSC = REINF. SECT. CONC. ® DRAINAGE EASEMENT RURAL AREAS (EXCEPTIONS ) ROADWAY OI = DROP INLET PULL BOX OR HAND HOLE EB = EASTBOUND SB © INFO EDGE BITUMINOUS MAT BLVD. SIDEWALK 1.5m TOP EDGE CONCRETE SLAB VAR. VAR. F = FILL HH TOP CASTING FF = FRONT FACE 30 725X50 C FLOW LINE T.E. SLOPE .02m /m FL IN = FLOWLINE INLET 060 0— = SLOPE ( EXAMPLE ) FL OUT = FLOWLINE OUTLET WB = WESTBOUND GR = GRADE WP = WORKING POINTS GIN = GRADING WIDTH HAND 30 HAND ALL SBOm I® LO HOLE HOLE CORNERS PIPE STAKING CATCH BASIN OR MANHOLE ( CB /MH ) PROFILE VIEW INFO TOP VIEWS CENTERLINE PIPE INFO OPTION I INFO a QQ OQ OPTION 2 z OFFSET REFERENCED o 25x50 25x50 z N INFO TACK ON STAKE OPTIONAL a ° i 25x50 (D CUT REFERENCED 50x5 25X50 INFO TO BLUE CORNER FRONT BACK CB STAKE 21 `z TC CB +l% FLOWLINE PIPE 25x50 o F0– 21 TO CO OF GRADE STAKE TOP CASTING a FL IN 22 FRONT i C 1213 BACK ro FLOUT FL 'o INLET C 030 3 0e1 c ELEV. l — ® FLOWLINE /INVERT SLAB 9 FLOWLINE /INVERT + 0.2m SLOPE STAKES CONCRETE PAVING STATIONARY FORM SINGLE ROADWAY - EXAMPLE 'B' R/W TOP OF FORM LATH ® 25x50 25x50 IF SHOULDER P.I. NEEDED 25x50 2 v F 5x50 Fl�� 5�0 SLOP A 50x50 50x50 B & C TOP GRAVEL BASE 25x50 OPTION 1 OPTION 2 LATH A B C OFFSET TO CONTRACTOR'S OPTION o 5162 Y CE F A C MARK ON CORNER OF MARK ON CORNER OF o l ^, 197 31 31 STAKE FOR ELEVATION ALIGNMENT STAKE FOR ELEVATION I — 0 06 06 x I- REFERENCE TACK REFERENCE STATIONING Im D 9 m 6_o m rL 0 N LT SH N 19 r 16 6l0 NOTES: C SH 21 06io I� m 0.5. Izz m ALL SLOPE STAKE REFERENCE DISTANCES GIVEN FROM �. 0 21 E.S. STAKE TO BOTTOM OF TOP SOIL. KEY STAKES: 27x3 FRONT BACK FRONT BACK BLUE TOP SET AT R/W BOUNDRY LT. & RT. NOTE INFORMATION ON STAKE IF NECESSARY MAY BE EXCEPTIONS TO SETTING STAKE ON R /W. CURB & GUTTER ( CURB ) CONCRETE PAVING - SLIP FORM OPTIONAL LATH WHEN NEEDED TO OPTION A MARK TYPE OF ® CROWN r{ CURB & GUTTER � – – – –SLOPE – IF. THERE IS A – -- -- - - - - -- - - -- CHANGE CONCRETE CONCRETE m VARIABLE NORMAL SECTION o m 1 m VAR. 50x50 N TYPICAL VARIABLE —; Q DISTANCE = TACK TO EDGE SLAB 5Ox50 50x50 F1 --- - - - - -- OPTION B 1 c l m- 3 m Q DISTANCES VARY DEPENDING ON THE CONTRACTORS TYPE OF CURB & GUTTER; REFER TO OPTION SLOPE STANDARD PLATE MANUAL FOR DIMENSIONS. I(�I CONCRETE MARK ON CORNER OF 50x50 U STAKE FOR ELEVATION ALIGNMENT TACK REFERENCE STATIONING MARK ON CORNER OF STAKE FOR CUT OR FILL TO F oeT ELEVATION REFERENCE INFO LATH ALIGNMENT TACK o TOP OF CURB 0 — o OPTIONAL r CUTTER IN ® CUT OR FILL TO TrFl ® = O FFSET 21 GRADE EXTENDED GUTTER OUT DISTANCE FROM B C FROM EDGE OF TACK TO BACK SLAB THROUGH .. OF CURB EDGE OF SLAB FRONT BACK STANDARD STAKES TYPES: 50x50 25x50 25x50 LATH REFERENCE ( REF ) INFORMATIONAL (INFO ) O O VISIBILITY ( VIS ) GUARD ( GUARD ) A B C SIZES: A = 50mm X 50mm X VAR. REF /INFO /GUARD B = 25mm X 50mm X VAR. REF /INFO /GUARD D C = 25mm X 50mm' X VAR. REF D = LATH INFO /VIS /GUARD 25 x 50 OR LATH = INFO STAKES RECOMMENDED STAKING INTERVALS FIGURE A ABBREVIATIONS BBL = BARREL (PIPE ) HH = HANDHOLE B.C. BACK CURB HP = HIP POINT C & G = CURB & GUTTER LT =LEFT C = CUT MH = MANHOLE CAP = CORR. ALUM. PIPE NB = NORTHBOUND CB = CATCH BASIN Q = OFFSET j = CENTERLINE PAR = PARCEL CL & GR = CLEAR & GRUB % = PERCENT GRADE CMP = CORR. METAL PIPE P.E. PERM. EASEMENT CDR = CORNER" RAD = RADIUS POINT CR = CROWN RCP = REINF. CONC. PIPE CSP = CORR. STEEL PIPE RP = REFERENCE POINT Q = DITCH CUT RSC = REINF. SECT. CONC. D.E.= DRAINAGE EASEMENT RT = RIGHT OI = DROP INLET R/W = RIGHT OF WAY EB = EASTBOUND SB = SOUTHBOUND. E.M. EDGE BITUMINOUS MAT SCP = SECT. CONC. PIPE E.S.= EDGE CONCRETE SLAB SH = SHOULDER F = FILL TC = TOP CASTING FF = FRONT FACE 30 OR TOP CURB FL = FLOW LINE T.E. = TEMP. EASEMENT FL IN = FLOWLINE INLET 3 :1 = SLOPE ( EXAMPLE ) FL OUT = FLOWLINE OUTLET WB = WESTBOUND GR = GRADE WP = WORKING POINTS GIN = GRADING WIDTH ALL 30 STAKING TOLERANCES ( meters HORIZONTAL SUB CLASS CONC " CL & GR MUCK TEMP. 0.6 $ a GRADE MATERIAL PAVT as LIMITS EXC. R/W EASE. 0.01 ' B.T. B.T. ALIGNMENT �, UTILITY 0.03 0.015 TANGENT 30 30 30 15 15 BUILDINGS 100 0.005 O.H. SIGNS 0.015 0.015 MUCK EXCAVATION LIMITS 0.6 R/W B- POINTS CORNERS CORNERS CORNERS HORIZ. THE TOLERANCES ARE RELATIVE TO PROJECT DATUM CURVE 0 - 580m 30 30 30 15 15 ALL 30 ALL ALL CORNERS CORNERS CORNERS OVER 30 15 15 7.5 7,5 ALL 30 ALL ALL SBOm CORNERS CORNERS CORNERS VERT. CURVE 'M' 30m CHORD 30 30 30 15 15 0 - ' M OVER ,748 30 15 15 7.5 7.5 TRANI. 15 15 STAKING TOLERANCES ( meters DISCLAIMER THESE STAKING INFORMATION SHEETS ARE FOR INFORMATION PURPOSES ONLY. STAKING PROCEDURES VARY AND MAY BE SUBJECT TO CHANGE DURING CONSTRUCTION BY CIRCUMSTANCES AND /OR AGREEMENTS BETWEEN SURVEY CREW AND CONTRACTOR. NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. STANDARD SHEET No. TITLE: SHEET 5- 297.115M ( 1 OF 2 ) STANDARD APPROVED: STAKING INFORMATION SHEET 25 DECEMBER 21. 1994 OF 136 S.P. 1008 -58 SHEETS HORIZONTAL VERTICAL CONSTRUCTION LIMITS ± 0.5 CLEARING & GRUBBING 0.6 SLOPES STAKES 0.6 ± 0.1 KEY STAKES 0.06 0.01 DRAINAGE STAKES 0.015 0.015 CURB & GUTTER 0.02 0.01 PAVING 0.015 0.01 ALIGNMENT 0.02 UTILITY 0.03 0.015 STRUCTURAL 0.005 0.005 GUARD RAIL 0.15 BUILDINGS 0.01 0.005 O.H. SIGNS 0.015 0.015 MUCK EXCAVATION LIMITS 0.6 R/W B- POINTS 0.03 NOISE WALLS 0.3 0.15 THE TOLERANCES ARE RELATIVE TO PROJECT DATUM DISCLAIMER THESE STAKING INFORMATION SHEETS ARE FOR INFORMATION PURPOSES ONLY. STAKING PROCEDURES VARY AND MAY BE SUBJECT TO CHANGE DURING CONSTRUCTION BY CIRCUMSTANCES AND /OR AGREEMENTS BETWEEN SURVEY CREW AND CONTRACTOR. NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. STANDARD SHEET No. TITLE: SHEET 5- 297.115M ( 1 OF 2 ) STANDARD APPROVED: STAKING INFORMATION SHEET 25 DECEMBER 21. 1994 OF 136 S.P. 1008 -58 SHEETS • • z CL N m J cli a z Li a o: a z z a t- c a U W .n GUARDRAIL BUILDING ( BUILD ) ALIGNMENT POINTS ( ALIGN ) R/W & TEMP. EASEMENT ( R/W ) CLEAR & GRUBBING LIMITS ( CLEAR ) ( GUARD ) FOUNDATION / FOOTING OR MUCK EXCAVATION LIMITS ( MUCK ) LATH LATH LATH LATH LATH PLAN VIEW RAW rE // MUCK EXC. FRONT LATH 19 C3 X NB N8 COR _ �\ / LIMITS Pot I ° 1 SHOW PARCEL NO. I 'r (1 LATH a EDGE C] EI HUB -TACK a � 'z OR B • m '� �� � LATH LATH El O 25x50 w 25x50 25x50 25x50 25x50 a I I + 7 �i o c o I N FRONT OF STAKE ^ 3' 1 23 a CHECK y m yT m 2x2 m LATH I ^ LATH I I TOWARD I 'r I1 TO ® X ;r 1 rL DIAGONALS » aii »i 0 A SIGHT & t M)x5q 17 S © 0 1ST 3 2ND DIST. TO V LJ 25x50 II i MUCK EXCAVATION LIMITS II m o CORNER 25x50 1 z C7 C3 50x50 EVEN LATH / — — -- - - - - -- CL & GR LIMITS OPTIONAL OFFSET SIDE VIEW FRONT VIEW TOP VIEW INCREMENTS I p I LATH OR EVEN �- PARCEL 52 I O I! FRONT BACK STATIONS � j� ALIGNMENT TACK MARK ON CORNER STAKE C = 50 m X 50 m HUB (LENGTH MAY VARY I SET AS TEMPORARY STA E. O ¢° OF STAKE FOR MAY BE REPLACED BY MnDOT MARKER AFTER CONSTRUCTION I LOT 6 � In i A rL o OFFSET TO ® � ELEV. REFERENCE IS COMPLETED. i „+� � p /� � ® z OUTSIDE 52 °o SET AT GROUND LEVEL (TEMPORARY CONSTRUCTION STAKE I. z EDGE OF DIST. TO 1 — �m GRADE C OR F I 8LK 4 / N 27 TACK SET AT ALIGNMENT POINTS. l BUILDING FOOTING SE TOP OF FOOTING I T I p PROFILE CO R STAKE A _ GUARD STAKES SET AT ANGLE IN GROUND 50 mm EACH SIDE OF I I NOTE: FRONT Of LATH GOES TOWARD VIEW STAKE D, WITH STATIONING READ WHEN LOOKING UP STATION. OVERHEAD SIGNS ( SIGN ) PROFILE VIEW ® SOUTH 0.8 k LANE ENDS 12th - Portland Ave 1.2 k MERGE LEFT Nicollet Ave 2.8 14.63 m ° 0 PROFILE VIEW D }I O — I OD — INFO I 50x50 PL SIGN POST o & FOOTING OPTION 1 CULVERT PROFILE VIEW TOP OF PEDESTAL ELEV. BOTTOM OF FOOTING ELEV. PLAN VIEW ® DISTANCES TO CENTER OF PEDESTAL INFO 5Ox50 PROFILE vtEw INFO 381 mm x 1�m+ PR 5 Ox50 © O END OF BBL END APRON OPTION 2 W A L L INFO I NFO 1P5fi PLAN VIEW ® o STAKE Do_o I I FL � I I C 3 0 D O O 0152 — x I I ❑ © _n 000 3 3 + 50.50 REF STAKE ELEV. I I ENT. 0 D REF. /�++— U BBL ° OR APR % GRADE VISABILITY LATH REF INFO 0 BLUE MARK H _ ON CORNER TOP N) `n OF STAKE - FOR ELEV. PEO z REFERENCE CUT TACK BTM. a (FLUSH 1 FTC. T® -. INFO BOTTOM STAKES MAY BE PLACED ON OF EITHER SIDE OF THE WALL S FOOTING 50x50 25x50 INFO PROFILE vtEw Ef0 —O8 INFO SIGN POST 50x50 o & FOOTING OPTION 2 W A L L (FRONT FACE I INFO BOTTOM STAKES MAY BE PLACED ON OF EITHER SIDE OF THE WALL S FOOTING 50x50 25x50 INFO STAKE CUT BIM. > 5Ox50 1P5fi REF ® o STAKE Do_o TACK ELEV. 6 REF. PROFILE VIEW 00 I 1 +030 00 1 +040 00 1 +050 PLAN VIEW Q I I I I 1 I I I I I W.P. " A" 85' 04' TYPJ( 117�� .a BRIDGESTAKING ( BRIDGE ) WORKING POINTS LAYOUT 4 I I I I I I I I I I I TAN TO CURVE , I I I I I I I LATH LATH A I I i I I I 5Ox50 I 11 I I I I 1 I b I I W.P. .. B., INFO INFO Q 50x50 I i I I i INFO INFO I I I SOx50 I I I i W.P. C„ CONTROL POINT CSAH 73 POT 1 +885.362 = TH 394 POC 32 +552.085 W.P. ..E., — ---- o------- - - ---a W.P. .. F.. W.P. . H., m FRONT BACK I ® BR I A D 2 l B I o 7 i U 5 O I T j a 3 I I P n I E I r I p b NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. STANDARD SHEET NO. TITLE: 5- 297.115M ( 2 OF 2 ) STANDARD APPROVED: DECEMBER 21, 1994 S.P. 1008 -58 STAKING INFORMATION SHEET 26 OF 136 SHEETS • • TRAFFIC CONTROL TABULATION (FOR INFORMATION ONLY) 'NN M �N -M N.- NN In WW. WW WW WW WW W WW WW WW WW WW W. SIGN OR SIGN COLOR SIZE ON °0 vAn "n UN u 0V) uN coUl 001 0 ED as as as as as a SIGN OR SIGN COLOR SIZE as as as as as a DEVICE N0. ' _ '-_ �_ �= '-_ - DEVICE N0. �= F-= �= 5 = - In a m a vl a m a H 0. 7n cn a V) a N a 7n a In a An BLACK ROAD M G20 -2A ON 48 "x 24" 3 3 3 2 ORANGE STOP WHITE R1 -1 ON 0 "x 30" 1 3 RED LEFT BLACK TURN R3x -2 ON 30 "x 30" LANE WHITE BLACK 113 -1 ANDON RED 24 "x 24" 2 WHITE BLACK W20 -711 ON 48 "x 48" ORANGE O BLACK W1 -4R ON 48 "x 48" 1 ORANGE BLACK R4 -7 ON 24 "x 30" 2 ORANGE BLACK Lam. I W1 -6 ON 48 "x 24" 1 1 ORANGE ROAD BL ACK CLOSED R11 -2 ON 48 "x 30" 1 3 2 WHITE ROAD CLOSED BLACK r0 R11 -4 ON 60 "x 30" 2 iHRD TRAFFIC WHITE " BLACK 132" G20 -X2 ON x 2 IT ORANGE 108" esEUIN x=m ACH EACH EACH EACH EACH EACH EACH ® PLASTIC BLACK 2 (� DRUM ON 36" 35 60 14 20 10 90 ® ORANGE FLASHER AMBER 8 12 8 11 12 TYPE III ORANGE 2 BARRICADE ON 8' 3 6 1 9 8 5 WHITE SHOPPING BLACK CENTER TC -1 ON 50 "x 63" 1 ACCESS ORANGE SHOPPING BLACK I CENTER TC_2 ON 50 "x 63" ACCESS ORANGE 2 ACCESS TO BLACK SNOMINO TC -3 ON - 70 "x 45" 1 CENTER ORANGE FaLOrnslcrls 2 J \ TPTB 180 270 110 MICRORRISM 2 BARRIER 1 20 25 15 REFLECTOR INTERIM DOUBLE PAINT YELLOW I t001rm 400 800 YELLOW STRIPING SOLID INTERIM WHITE PAINT WHITE 100mm 9p0 1100 120 400 STRIPING SOLID INTERIM YELLOW 100mm YELL 300 OW PAINT STRIPING 2 0 F 1 HE BY CE"I" THAT IN 15 Phil. SKCIFICATIM ON REP00 NA5 PRPANEO NT at mn RCH /J BB fir OIRECI sumovlila MB THAT 1 w A My FEGISTEREO PWEssIMK ENGINEER MEN THE L 5 OF THE STATE OF 9THNE507A CWK /JLB CTR CHARLES T. RICKART. P.E. P V26/00 CTR oArn REC. W. 26082 GENERAL NOTES: 1. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF LAYOUTS AS DEEMED NECESSARY BY THE ENGINEER. 2. ALL DISTANCES ARE APPROXIMATE 3. BARRICADES ARE 2.4 m TYPE III AND SHALL BE REFLECTORIZED ON BOTH SIDES. 4. OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS. 5. REMOVE OR COVER ANY CONFLICTING SIGNS. THIS WORK SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL. NO DIRECT COMPENSATION WILL BE MADE TO THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS DATED JANUARY 1998. 8. THE CONTRACTOR SHALL COORDINATE THE PERMANENT SIGNING SO THAT THE INSTALLATION OF THE PERMANENT SIGNS ARE COMPLETED BEFORE THE ROADWAYS ARE OPEN TO TRAFFIC. S. WHEN CONSTRUCTION OCCURS ON OR ADJACENT TO TRAVELED ROADWAYS TEMPORARY TRAFFIC CONTROL SHALL BE ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH FIELD MANUAL DATED JANUARY 1998. 10. IF THE CONTRACTOR DESIRES TO PERFORM WORK IN A SEQUENCE OTHER THAN SHOWN IN THE PLANS, THE CONTRACTOR SHALL SUBMIT THE PROPOSED CHANGES. IN WRITING. TO THE ENGINEER FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO THE COMMENCEMENT OF THE WORK. IF THE SEQUENCE OF CONSTRUCTION CHANGES ARE APPROVED AND THE CHANGES RESULT IN CHANGES TO THE TRAFFIC CONTROL. THE CONTRACTOR SHALL SUBMIT. IN WRITING, REVISED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR APPROVAL AT LEAST 14 DAYS PRIOR TO IMPLEMENTING THE TRAFFIC CONTROL. 11. STAND MOUNTED SIGNS SHALL BE MOUNTED AT A HEIGHT OF 2 m FROM THE BOTTOM OF THE SIGN TO THE EDGE OF THE ROADWAY AND SANDBAGS SHALL BE MAINTAINED ON ALL LEGS AT ALL TIMES. 12. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). INCLUDING "FIELD MANUAL" DATED JANUARY 1998. 13. SEE SHEETS 108 -110 FOR TYPICAL ERECTION DETAILS (FOR SIGNS TYPES "C 8 0 "1. 14. ALL DRUMS. BARRIERS. AND SIGNS SHALL BE RETRO- REFLECTIVE. 15. SEE SPECIAL PROVISIONS FOR IMPACT ATTENUATOR DETAILS. 6" 6" 6" 24" 6" TC -1 TC -2 9 • h 5 '& '° ti ti '1T' 1h 0 SHOPPING # h IM1 k ACCP-SS 50 "x 63" 6" R- 1.5" B LINE 1 39.17 6" SERIES DC LINE 2 28.70 6" SERIES OC LINE 3 30.44 6" SERIES DC LINE 4 30.00 30 "x 24" OL TC -3 6" p^ �h 6 Acctst TO 6. 6 CtNfER 6" POL" LOW 811 G' NO 6" 6" 24" 6" ' "p bh ti' ry4A "o yh d, SHOPPING o^ h0 d° 1% d' h'' M1 ACCESS 50 "x 63" 6" R 1.5" B LINE 1 39.17 6" SERIES DC LINE 2 28.70 6" SERIES DC LINE 3 30.44 6" SERIES DC LINE 4 30.00 30 "x 24" OL 70 "x 45" 6" R 1.5" B LINE 1 45.44 6" SERIES DC LNE 2 39.17 6" SERIES DC BLACK LINE 3 28.70 6" SERIES DC LINE 4 59.24 : 6" SERIES DC SIGN DIMENSIONS ARE SHOWN IN ENGLISH 'ED W20 -3 ON 48 "x 48" 8441 Wayzata Boulevard > Trunk Highway 7 / Trunk Highway 41 1 Minneapolis, MN 55428 �SB OF Cities of Shorewood & Chanhassen ORANGE 812 "'8°0 STAGING &TRAFFIC CONTROL 136 �''� FAX 541-1700 Minnesota INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS D0 NOT WH I T E R5 -1 TEND 30 "x 30" ENS TER BLACK sNauNOioER W21 -X1 ON 48 "x 48" 2 1 ORANGE BLACK afRGE W20 -X3 ON 48 "x 48" y ORANGE BLACK W20 -1 ON 48 "x 48" 6 6 4 3 o ORANGE 8yy y IMNACT SEE 1 �J ATTENUATOR NOTE 15 2 3 1 ACH EACH EACH EACH EACH EACH EACH ® PLASTIC BLACK 2 (� DRUM ON 36" 35 60 14 20 10 90 ® ORANGE FLASHER AMBER 8 12 8 11 12 TYPE III ORANGE 2 BARRICADE ON 8' 3 6 1 9 8 5 WHITE SHOPPING BLACK CENTER TC -1 ON 50 "x 63" 1 ACCESS ORANGE SHOPPING BLACK I CENTER TC_2 ON 50 "x 63" ACCESS ORANGE 2 ACCESS TO BLACK SNOMINO TC -3 ON - 70 "x 45" 1 CENTER ORANGE FaLOrnslcrls 2 J \ TPTB 180 270 110 MICRORRISM 2 BARRIER 1 20 25 15 REFLECTOR INTERIM DOUBLE PAINT YELLOW I t001rm 400 800 YELLOW STRIPING SOLID INTERIM WHITE PAINT WHITE 100mm 9p0 1100 120 400 STRIPING SOLID INTERIM YELLOW 100mm YELL 300 OW PAINT STRIPING 2 0 F 1 HE BY CE"I" THAT IN 15 Phil. SKCIFICATIM ON REP00 NA5 PRPANEO NT at mn RCH /J BB fir OIRECI sumovlila MB THAT 1 w A My FEGISTEREO PWEssIMK ENGINEER MEN THE L 5 OF THE STATE OF 9THNE507A CWK /JLB CTR CHARLES T. RICKART. P.E. P V26/00 CTR oArn REC. W. 26082 GENERAL NOTES: 1. FIELD CONDITIONS MAY REQUIRE MODIFICATIONS OF LAYOUTS AS DEEMED NECESSARY BY THE ENGINEER. 2. ALL DISTANCES ARE APPROXIMATE 3. BARRICADES ARE 2.4 m TYPE III AND SHALL BE REFLECTORIZED ON BOTH SIDES. 4. OBLITERATE ANY CONFLICTING PAVEMENT MARKINGS. 5. REMOVE OR COVER ANY CONFLICTING SIGNS. THIS WORK SHALL BE INCIDENTAL TO THE TRAFFIC CONTROL. NO DIRECT COMPENSATION WILL BE MADE TO THE CONTRACTOR. 6. THE CONTRACTOR IS RESPONSIBLE FOR EXTRA SIGNING NEEDED TO FACILITATE TRAFFIC SWITCHES OR FOR TRANSITIONING TRAFFIC FROM ONE STAGE TO ANOTHER. 7. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ANY WORK AREAS NEAR TRAFFIC IN ACCORDANCE WITH THE MN MUTCD INCLUDING THE FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS DATED JANUARY 1998. 8. THE CONTRACTOR SHALL COORDINATE THE PERMANENT SIGNING SO THAT THE INSTALLATION OF THE PERMANENT SIGNS ARE COMPLETED BEFORE THE ROADWAYS ARE OPEN TO TRAFFIC. S. WHEN CONSTRUCTION OCCURS ON OR ADJACENT TO TRAVELED ROADWAYS TEMPORARY TRAFFIC CONTROL SHALL BE ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH FIELD MANUAL DATED JANUARY 1998. 10. IF THE CONTRACTOR DESIRES TO PERFORM WORK IN A SEQUENCE OTHER THAN SHOWN IN THE PLANS, THE CONTRACTOR SHALL SUBMIT THE PROPOSED CHANGES. IN WRITING. TO THE ENGINEER FOR APPROVAL AT LEAST 10 WORKING DAYS PRIOR TO THE COMMENCEMENT OF THE WORK. IF THE SEQUENCE OF CONSTRUCTION CHANGES ARE APPROVED AND THE CHANGES RESULT IN CHANGES TO THE TRAFFIC CONTROL. THE CONTRACTOR SHALL SUBMIT. IN WRITING, REVISED TRAFFIC CONTROL PLANS TO THE ENGINEER FOR APPROVAL AT LEAST 14 DAYS PRIOR TO IMPLEMENTING THE TRAFFIC CONTROL. 11. STAND MOUNTED SIGNS SHALL BE MOUNTED AT A HEIGHT OF 2 m FROM THE BOTTOM OF THE SIGN TO THE EDGE OF THE ROADWAY AND SANDBAGS SHALL BE MAINTAINED ON ALL LEGS AT ALL TIMES. 12. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD). INCLUDING "FIELD MANUAL" DATED JANUARY 1998. 13. SEE SHEETS 108 -110 FOR TYPICAL ERECTION DETAILS (FOR SIGNS TYPES "C 8 0 "1. 14. ALL DRUMS. BARRIERS. AND SIGNS SHALL BE RETRO- REFLECTIVE. 15. SEE SPECIAL PROVISIONS FOR IMPACT ATTENUATOR DETAILS. 6" 6" 6" 24" 6" TC -1 TC -2 9 • h 5 '& '° ti ti '1T' 1h 0 SHOPPING # h IM1 k ACCP-SS 50 "x 63" 6" R- 1.5" B LINE 1 39.17 6" SERIES DC LINE 2 28.70 6" SERIES OC LINE 3 30.44 6" SERIES DC LINE 4 30.00 30 "x 24" OL TC -3 6" p^ �h 6 Acctst TO 6. 6 CtNfER 6" POL" LOW 811 G' NO 6" 6" 24" 6" ' "p bh ti' ry4A "o yh d, SHOPPING o^ h0 d° 1% d' h'' M1 ACCESS 50 "x 63" 6" R 1.5" B LINE 1 39.17 6" SERIES DC LINE 2 28.70 6" SERIES DC LINE 3 30.44 6" SERIES DC LINE 4 30.00 30 "x 24" OL 70 "x 45" 6" R 1.5" B LINE 1 45.44 6" SERIES DC LNE 2 39.17 6" SERIES DC LINE 3 28.70 6" SERIES DC LINE 4 59.24 : 6" SERIES DC SIGN DIMENSIONS ARE SHOWN IN ENGLISH - 350 Westwood Lake Office MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 8441 Wayzata Boulevard > Trunk Highway 7 / Trunk Highway 41 27 Minneapolis, MN 55428 �SB OF Cities of Shorewood & Chanhassen TABULATION & GENERAL NOTES 812 "'8°0 STAGING &TRAFFIC CONTROL 136 �''� FAX 541-1700 Minnesota INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • • Trunk Highway 41 !7; 4 0 m 20 m 40 m 80 m V -0i a Y1, - 0 jk M LAJ lishf, 0 RETRO-REFRECTIVE DRUMS AT 30 m SPACING (TYP) o REXRO-RURECT/I 11 RUM _j • 4- --AT' 30 M4S' I YPI) _Q t W j u�. END IP 'Tq 0 3E ax I.s Q 1OQrrm,INTERIM SOLID c;0mm rTERIM SOLID VWI TE 'S\TR,l PE WkITE SCR 110E LLp 1 Ob"M tWITER-1 musla Y9LLO* S�T IP A. L o k W 1 0i Y !01 r i 0i OAD 10 Offm',, 1. WE R 4 4 0 'i, 9E WORK WHITE �T§�VP 3 AHEAD' A < J - PLACE WORK ZONE ADVANCE NOTICE SIGNS SEVE N DAYS BEFORE RESTRICTIONS ARE PLACED. LEGEND TRAFFIC REMOVE WORK ZONE ADVANCE NOTICE SIGNS UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC j 1 TRAFFIC CONTROL SIGN TYPE Ill BARRICADE - PLACE WORK ZONE ADVANCE NOTICE SIGNS SEVE N DAYS BEFORE RESTRICTIONS ARE PLACED. TRAFFIC REMOVE WORK ZONE ADVANCE NOTICE SIGNS ONCE RESTRICTION IS PLACED Rom CRASH ATTENUATOR - EXISTING L LANES WITH CLOSINGS o - COO D NATE TH 7 N S TRUCTION WITH CC Mn/DOT PROJECTS EAST AND WEST NO. DATE aV CHK REVISIONS Design By: JINS I NW5T CERTIFY MAT MIS PLM SWIFICATIO& 01 REPORT WAS PRIPMEI IV W Me W DMEC �VISZW Me MAT I M A QKV REGISTERED �ESSISW CKINEIR WKA ME LAWS W THE STATE OF MINESNA A 350 Washvood Lake Ofte 8441 Wayzata Boulevard Trunk ffighway 7 Trunk Mghway 41 (p MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET D Pfcn By: CWK/JLB -r WSB Minneapolis MN 55426 STAGE 1 -PHASE 1 28 OF a Chocked By: 6L",I, Cities of Shorewood & Chanhassen CTR CHARLES T. RICKART. P.E. FAX STAGING & TRAFFIC CONTROL 136 ApDroved BY: A�4`0.4. im 541-1700 Minnesota CTR BATE, 5/26/00 26082 mss, INFRASTRUCTURE ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • • r 3 it > � ` '� - r f 7- � �✓ - <'+ 3 i7 IL j I•' - - .. \, ' +`" _ -�— 't•- 7-.- - `,�'- - .t -_-- i5' r EN t �.... i ; k `\ : � :f Y , , l,,!� ~ t ` `fly N / fS k -- OV3Htl-_ '/�_ r'__' —1 1l°tz+ _ 5 I _ I._. M- � u r, ;f ? - -s. ....... -. - _ ., / •vy�..,. x.iJ ..Jy,_. _r l_L+. J 1 -�' /f / ^ /''' /� /'d t `^ �� Ljj r l ' {/ y� G'FcV -' K• :- .1 -,_Ll / - r i' ----•, f +f� ``'. 7 ;,/� �• - - - -_- 'K r" ,."' / r,,i _ " yy v„�.•,,.i -r"_ ^^'tea..:' I L— `.Y_�i�f'y r. � _...... _+. _ ....- �! 'c-ty .`_._..._ ._.__.._. -_ - �� _ � i '! / � .•_ - � _ -'f.S. , i o I_ Al - - - vim_ .,..... -" r - - - -- - -- _ — IGHWAY 7 _ i TRUNK H s _ __.._ _ z �� - i4 +W - - - - - _ _ _8.��- - _ - _ J_ - �--���RK-.M- ..wrrw."w' f� e ,.,` \ � l ;, _ �•.. _, - -- -_ ,.'.. ff'', � stir yd!°6;'M � �( EXIST `IG S1 AL SYSTEM CRASH ATTEOU TOR mao TEMPORARY, fDENING \� T I `^ 4. . MAINTA N 8.4 i/ x yj �'r I tGOmR INTERIM DQJJBLE�y YELLOW STR�I,�E j \ 1 " ,0 �� l >D CONCRETE JERSEY BA ER,, 4 �: ✓ r I ( WITH REFLE'CTORS`yAT 5 PAC INW'AND W94 TE ED ' \ Om 20m 40m 80m LINE ' V ' RETRO— REFLECTIVE DR MS �_ - 10 m SPACING ITY y COD/ �; a i.w ✓: P \,. LEGEND e i I00Rm INTERIM LID % `WI{ITE STRIPE UNDER CONSTRUCTION Q CONSTRUCTION UNDER TRAFFIC M rCH LINE A �\ r t l °� 4' _ t TRAFFIC CONTROL SIGN $T 1S +q50 rs� CFt1H ATTENUAj0J3i TYPE Ill BARRICADE TRAFFIC CRASH ATTENUATOR wx CONC. JERSEY BARRIER v N0. DATE BY CHK REVISIONS Design r I REKDT RRnhA MAT INIS PLAN. SPECIFICATION. ON REPORT US PREPARE) BY ON HONER SHEET J WS m DIRECT KN'EKYISNa AND MAT I AN A DIET REGISTERED N6ESSIONN ON IKER auER - 350 Westwood Lake �Ce MINNESOTA DEPARTMENT OF TRANSPORTATION P I CIFS By: N( 4K OF TIE STATE 6 AIW=A 8441 Wayzata Boulevard = •� Trunk Highway 7 !Trunk Highway 41 29 i CWK /JLB. Minneapolis, MN 55426 WSB STAGE 1 -PHASE 1 OF CheeKetl By: ��/GUM/ / 44t4� a,2s4,�aa Cities of Shorewood & Chanhassen CTR �,{��,� STAGING &TRAFFIC CONTROL 136 v_ CHARLES T. NICKART. P.E. &As Aahmg)TTC FAX 1V1ll111eSOta approved y: 5/26/00 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS a CTR rc, RED. Yo+ Trunk Highway 41 SC. �mm i 0 m 20 M 40 m 80 m I UU T WHIT �Z RETRO-R4.,E I VE DRUMS 15 SPACING CTYP) cc QE --,- 9. ?I�AR�D �M AT THRU TrAPE'`• ,, U') S, `1,00mn J, f3im DOUBLE A /YEmQW IRt I 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 230 m 230 m b V k a W! ;r 1—j! f f of 1 11 )".;;1 'e I J '04 RETRO-REM%CTIV, < i0i 4� AT 30 m SPACf%Q(•(-TYP) F `;.%'`"'"'....... ...... A OA 0 0 0 R A HE e� 4, x St ........... LEGEND ROAD CONSTRUCTION: UNDER CONSTRUCTION Y, REMOVALS AND WIDENING ON EAST SIDE OF TH 41 'e, 0, V, REMOVAL AND RECONSTRUCTION OF FREE RIGHT TH 7 FOLLOWING COMPLETION OF STAGE 2 - PHASE I MILL CONSTRUCTION UNDER TRAFFIC REMAINING EXISTING SURFACE UNDER TRAFFIC ..... ...... TRAFFIC CONTROL SIGN TRAFFIC: TYPE III BARRICADE - EXISTING LANES WITH SHOULDER CLOSURES ON TH 41 TRAFFIC - FREE RIGHT CLOSED FROM TH 41 TO TH 7. RIGHT TURN TRAFFIC TO USE SIGNAL. CRASH ATTENUATOR - COORDINATE TH 7 CONSTRUCTION WITH Mn /DOT PROJECTS EAST AND WEST DATE By CHIT REVISIONS Design By: SHEET rxtr JWS W 01KCT 91AWPISION He MAT 1 0 A OILY SECISTEND PRWMIMK ENCIMM LWEA A 360 Wasbiwood Lam Office 0 MINNESOTA DEPARTMENT OF TRANSPORTATION Pion By: M LANS W ME STATE 9 MIWSMA 8441 Wayzata Boulevard Or—A") Trunk Highway 7 Trunk Highway 41 CWK/JLB Minneapolis, MN 55426 30 Checked By: WSB 6112�UI-4800 Cities of Shorewood & Chanhassen STAGE 1- PHASE 2 OF CTR I STAGING & TRAFFIC CONTROL 136 CHARLES T. RICKART. P.E. A=60.% Im FAX 541 -1700 U Approved Yy-.---- Nfimesota CTR S/26/00 Mo. .01 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • • Trunk Highway 7 `; . � `` -•�..- - � ? ._,,,.� mss. � � ' i / =.;C,` All, ✓ / . i G ✓`"__ —r_._ _ � _ ^� ,T '�v J I -�,. -' -t..;. ... =1-..� _ r ii _..1 ,� J : \'' ` \ 1 rrS� , 'aid �/� �lE` 1 �^ �_ - �.�.._'Vy� rlr \ J u-S C3 , E..• °� � .._.. // L; c r - t I;• .._y, ! X ;R I G ._. -. -- i \ ` t r *� - ;I3HV- :4;� ; .:�Gv �o7t »T' ' rq r _,..,3 .T: I — _ ✓ J.0- ` LU C=3 -\ ..�v' -, C...:: ti ,%w �'\`�'./ $' ; 8 _ •rc 'k � N% .'^'/ / - /C' Z 3 i / '« I - / / 'tI t Qz AA lam-_.. ,,.._.., «« - _ -- -- —� TRUNK HIGHWAY 7 1! �..__._._._.. t m,- - - - -- - ----- -- '�----- -- -- -- - -- --- oX _--- -- — _ uhoo —__. g/�� ; r• -- _ .__: .... ...._..- --.._..._...._..- ....... ._...- `'r ae E MM �i l ' r,. .. '`• =y k e� TEMPO TEM �jCONCR tE JE SEY�BARRIER R � WI EFLECTORS AT 15m 2 ? LP�E NG AND WHITE EDGE \ r ag ' + k' WH' �E Si�Rd � u T !J �, - ••,,\ v /, CRASH ATT�N OR Al x u 't �, `` �t .rg;v \ I r` x•'_ ^,,Arr fir.• -. "� ` \f �'3 i7 i`1ETJ20- REF..LrECTIVEr'DRUMS I f \r �, AT 30 m SPACING fTmi;,,- KK CRASH ATT TOR Y 0 40 80 m m m m SH EN�'Ai os r 20 ? t f \ �., \ - it INTER 1 M SOLIDS N r DOUBL LOW .STRIPE S k r �, \ \ LEGEND r CONCRETE J EY ARRIER WITH REFLEC S SAT 15m SPACING AND ITE EDGE �: h`\ ® UNDER CONSTRUCTION i r y1�INE CONSTRUCTION UNDER TRAFFIC MATCH LINE t. " CRASH ATTENUATO I- TRAFFIC CONTROL SIGN STq rr S +qSp 4,\ :\ ,r' y TYPE III BARRICADE - ~ TRAFFIC CRASH ATTENUATOR C U d n N0. DATE 8Y CHK REVISIONS Design y: I KREp! CERTIn 1XAT 1X15 RNI. SPECIfIGilel. on RFPDO XK RIFPAXEp BY el VMRX J WS W XSHEET Rr"151e Ne THAT I K A MY MUSTERED R6ESSIOW EXEIKER t KU A x310 Wayzata Bo l MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET U P Ian By: WE LEp3 Ii THE STATE IF XINKSIITI 6441 Wayzata 13a01aV8EEj Trunk Highway 7 / Trunk Highway 41 CWK /JLB Minneapolis, MN 55426 31 /' WSB STAGE 1 -PHASE 2 ChadKed By: I 612- MI-4WO Cities of Shorewood &Chanhassen STAGING &TRAFFIC CONTROL of y CTR CHARLES T. RICKART. P.E. &� FAX 541.1700 136 Approved By: 5/26/00 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota CTR OAYCr XEE. XOf S.P. 1008 -58 SHEETS • A Trunk ffighway 41 7 \O% L --- - --- rN.R , Ki,.Vw =,S 0 rr .:: � kit A In 3� > j LEGEND ww:c A. 4 > j 4" TRAFFIC CONTROL SIGN TH 41 INCLUDING WIDENING UNDER TRAFFIC TYPE III BARRICADE 0 m 20 m 40 In 80 m TRAFFIC: [vE DRUWS r MG (TYP) - ON NEW ROADWAY WITH LANE CLOSURES ww:c A. 4 > j 4" TRAFFIC CONTROL SIGN TH 41 INCLUDING WIDENING UNDER TRAFFIC TYPE III BARRICADE TRAFFIC: TRAFFIC - ON NEW ROADWAY WITH LANE CLOSURES CRASH ATTENUATOR - COORDINATE NEWSIGNING AND STRIPING WITH CONSTRUCTION COORDINATE TH 7 CONSTRUCTION WITH Mn/DOT PROJECTS TO EAST AND WEST 0 ND. DATE By i CH K REVISIONS Design By: RCH/JBB INVIEST It" MAT THIS PLAN. SPICIFICATION, 00 A[Paltf HAS PROPME05YOR tAW AFF ONCT AND THAT t 0 A CRY 1ECIStEFM PROTMINK ENSIWASY WNW THE UNS OF NE STATE OF VINKSCITA A 350 V*Sttvood Lake Offloll 8441 Waymls Bo Boulevard Trunk Highway 7 Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET CWK/JLB -/ 4ZZ� WSB Minneapolis, MN 55426 STAGE 1 - PHASE 3 32 b Checked By: C ities of Shorewood & Chanhassen OF CT CHARLES I. RICKART. P.E. AAmmAtum I— FAX 541-1700 STAGING & TRAFFIC CONTROL 136 ApDroVed By: Minnesota CTR DATE, 5/26/00 26002 NEA. HD. 1 RE - ENGINEERS - PLANNERS INFRASTRUCTURE S.P. 1008-58 SHEETS • 0 ,n • m 19 <X, Li r Hv- it V, 7r, 1= ac LLJ 4- v ..cx If ---------------- T: _ ... . .... . .... ... .......... . . ..... ...... . ...... . .. ... . . .. . ............ . ..... . I L — - — - — - — - — - - — — - F44LW -- — - — - — - — - — - — - — - — -- — - — - — LH ME---L-L ST AA j �5," +45() Trunk Highway 7 Z-7 0 Gil 5-; 7 L t L I By CHK j REVISIONS RCH/ JBB I T carrip mr IRIS PLAY. SKMICATION. OR AUTRY VAS �AAW IT (A UW 1 0 A MY MCISTERM FROFE NY DIKCY SIM0111111:01 AN ESSIOW11. EKIKER WKI C`- .......5 3SO Wastmood Lain 011ice 47- �'-, MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET ck ^1D P Ian By: INAr INS UNS OF THE STATE OF 4 WESMA 8"1 wayze" Boulevard Trunk Highway 7 /Trunk Highway 41 33 LH ME---L-L ST AA j �5," +45() Trunk Highway 7 Z-7 0 Gil 5-; 7 L t 0 m 20 m 40 m UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC > TRAFFIC CONTROL SIGN TYPE III BARRICADE TRAFFIC CRASH ATTENUATOR NO. L I By CHK j REVISIONS RCH/ JBB I T carrip mr IRIS PLAY. SKMICATION. OR AUTRY VAS �AAW IT (A UW 1 0 A MY MCISTERM FROFE NY DIKCY SIM0111111:01 AN ESSIOW11. EKIKER WKI C`- .......5 3SO Wastmood Lain 011ice 47- �'-, MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET ck P Ian By: INAr INS UNS OF THE STATE OF 4 WESMA 8"1 wayze" Boulevard Trunk Highway 7 /Trunk Highway 41 33 CWK/JLB �SB rs Cities Shorewood & STAGE I - PHASE 3 OF T, Chocked ay: 612-W-4800 of Chanhassen 41 ic,� CTR CHARLES T. RICKART. P.E. FAX S41-1700 STAGING & TRAFFIC CONTROL 136 ADDY-oved By: Amawlaft I= Minnesota CTR 260H12 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS 0 m 20 m 40 m UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC > TRAFFIC CONTROL SIGN TYPE III BARRICADE TRAFFIC CRASH ATTENUATOR NO. DATE I By CHK j REVISIONS RCH/ JBB I T carrip mr IRIS PLAY. SKMICATION. OR AUTRY VAS �AAW IT (A UW 1 0 A MY MCISTERM FROFE NY DIKCY SIM0111111:01 AN ESSIOW11. EKIKER WKI A 3SO Wastmood Lain 011ice 47- �'-, MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET ck P Ian By: INAr INS UNS OF THE STATE OF 4 WESMA 8"1 wayze" Boulevard Trunk Highway 7 /Trunk Highway 41 33 CWK/JLB �SB rs Cities Shorewood & 0 m 20 m 40 m UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC > TRAFFIC CONTROL SIGN TYPE III BARRICADE TRAFFIC CRASH ATTENUATOR NO. DATE I By CHK j REVISIONS RCH/ JBB I T carrip mr IRIS PLAY. SKMICATION. OR AUTRY VAS �AAW IT (A UW 1 0 A MY MCISTERM FROFE NY DIKCY SIM0111111:01 AN ESSIOW11. EKIKER WKI A 3SO Wastmood Lain 011ice 47- �'-, MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P Ian By: INAr INS UNS OF THE STATE OF 4 WESMA 8"1 wayze" Boulevard Trunk Highway 7 /Trunk Highway 41 33 CWK/JLB �SB Minneapolis, MN 55426 Cities Shorewood & STAGE I - PHASE 3 OF Chocked ay: 612-W-4800 of Chanhassen CTR CHARLES T. RICKART. P.E. FAX S41-1700 STAGING & TRAFFIC CONTROL 136 ADDY-oved By: Amawlaft I= Minnesota CTR 260H12 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • :7 • Trunk Highway 7 / Lake Linden Drive • I Y \ � "•.., :' OV1pN� � \ '•. ': •. :._ it 6- I " -_ ._- `� - k� `+t, "! �� f '`r ii\\ dy 1 a Y i j 1 �+ `x� `ti �� .,^ -,.• .-- ,-- .,,.,.x,� 1 ( .:yam � -_= �.� _ --- I !r:- 2;,._ w,,,r t `�__ "�, � > !/ / I \ 'i '1 'I . '1 `.� tom r � ...._ ...✓`:•, I :1 (� 4� -- — li:�.'".!_ '=: _ ;7 .;fit -t... -n. .o �� it +, d {',��i✓ , �, ;ti v> x X } l d� a _ O i �._.1 � ,.-• r -" �r t� I / r- _ -�^ N _, ? �y • '"' � ',�� , � • ..1,_ t j i i // a•4 v ^ti — i I `l \ ,` , •:l, p • s" r - : %_ A..., -'-%; I ' `' -c..d. v - ,,? ';_.,.�., >� t J6.t% `--- / l / ; •''' /,,� r' �.� , �i`,. '•• I T \, ` I f --. •..'{�}•�;�— _- r_ ry,� jt��...�`r^•�"', -L�.: �� J ,N,r ��'/ / ��+'f /~ 1, _ : S I ., \ \ �% � � -i`._ "�{c � jj 3 r ZS `' ---. '`4 �`• : ! `w,.�,, w / / . i .. { JERSYER BAtRTER I 1 =' WITH D RREFtE`CTORS ATI m\ ri' t ,i; , i� ^ �'�.•.,,�., c, 3f�ACINGA�ID _1YHI(JE..EIDE 1 ,•) ~'• - �` �'• .`' .. � ' `�'�� _ ~^ i _ t - q i LEI oQ ;I - =- _ : :�` \, ^= _ -• Mme, ,..h.� _. 1 �•t� • :mac, - . - -...L. -- _ i ---- -- - - - - -- -- -- ------- - - - - -- - = - - - - -- ._. — _ - -- - - - -- ..... _ _ - - - a•�qg — r �: ° RE DRUMS IAT 30 m SP CING ( - O� ! , n� ' L •. -- -.t • - S " r , RETRq Rk'�LE DRUMS TEMPO .I R aSIGN _•.SYST9M t✓_N TEAT 1 W SPA ( TYP) x r4 TEMPORARY MEDIAN OPENING REMOVE TEMPORARY LANE CLOSURE DRUMS DURING OFF PEAK PERIODS CRASH AJ,TENUATOR - / r. j b s, O to 1 _ _ L — ®® "fir / / M ! r __.._ - -.- - - _ I r -- t - ' RETRO- REFLECTIVE` Jim$ L y AT 15 m SPACING `(tV ) ; -`= F _ �i rys THRU 80 m TAPER Il IT `► 0 I :ROAD ; I t ,r:. •� ,., -., r s- LOSEII S Cr t rr SHOPPING r r TER 0 0 m 20 m 40 m 80 m 1' > t LEGEND ® UNDER CONSTRUCTION 0 CONSTRUCTION UNDER TRAFFIC TRAFFIC CONTROL SIGN TYPE III BARRICADE 4— TRAFFIC ° CRASH ATTENUATOR STAGE 2 - PHASE 1 ROAD CONSTRUCTION: - CONSTRUCTION OF SHOPPING CENTER ACCESS - CONSTRUCTION OF STORM SEWER CONNECTIONS TO AND FROM ON LOT. NE QUAD AND JACKING PIPE UNDER TH 7 TO SW QUAD. TRAFFIC: - CLOSE SHOPPING CENTER ACCESS - DETOUR ACCESS TO EXISTING LAKE LINDEN DRIVE WITH TEMPORARY MEDIAN OPENING .. -. ° ^.- �, •,,^ ^�•,�`�:•� ---. _�- r i[a[n uaHr nur Txa PEAK. SPUVICATna. a REPmr VAS PasAau By a MR 350 Nba(wood Lake Office SHEET RCH /J BB MT oNBtn wNnmFina Ro for t w A Our NESISTEREO POUSNIIAL EMEIIKE1 WDEA MINNESOTA DEPARTMENT OF TRANSPORTATION P Ian BY: ENE 685 OF THE STATE OF NIMNESOTA 6441 VVayzala Boulevard ,e+msoTA ^; Trunk Alghway 7 / Trunk HIghR'ay 41 CWK /JLB Minneapolis, 55426 34 Checked BY: STAGE 2 -PHASE 1 OF � B Cities of Shorewood &Chanhassen 6,sset�epo STAGING & TRAFFIC CONTROL CTR Approved y: CHARLES T. RICKART. P.E. & FAX 541 -17OO Minnesota 136 CTR DATU 5/26/00 Au. 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • • Y 3 CI O U-1 C= I F �' Wi I / � Trunk Highway 7 I Lake Linden Drive LZ VMS, 1_e,\ 1 '`• R /' I TR�tR F T E t lIJMS ` i! `( E E L -1 V---TTT 1, \ ae0. -- C T SPtNG N' L- 1' S ,.} 1 \ % _a (� %/ ,'7`.. OL k03S013 GVON'" �' �.... -,,i „% ....r_._. �-," �•.- +._.:` \ _ .c i3 �L -. / ,� ;,___,'' //� t• I � - j � i -' j < f • :Y \ ` � \ j fii-� ; �=- `_ -I�-» _ E. -.. _� _ � �•ti Yf r '"� ^ '..' ( i / - p ��� i ,%� / . �^^ % 'C ft fSrl �: {::•� : Y i it �� f•. h.._. ]Oit99. >]IY � Q r 'r j z 1 1i' R ti' rc y ;i -I /�. / i / ✓,.c / �� r bj -'� . 4J J �, ;yid n-• � �QI� � '� /' / r- -J h• — -- i �- - -. -- — - _ C fit CO.) n rte• 1 ,•� R - 1 1 , 'jl I � i ♦S V •`yCt i i fSI (§NAL SYSTEM • "�" I f �k> 0 LEGEND UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC N. `S � TRAFFIC CONTROL SIGN TYPE III BARRICADE TRAFFIC M CRASH ATTENUATOR X 0 m 20 m 40 m 60 m STAGE 2 - PHASE 2 ROAD CONSTRUCTION: - CONSTRUCT REMAINING FRONTAGE ROAD CONNECTION TO LAKE LINDEN DRIVE - REMOVE LAKE LINDEN ACCESS TO TH 7 TRAFFIC: - USING NEW TH 7 ACCESS - LAKE LINDEN TRAFFIC WILL BE MAINTAINED DURING CONSTRUCTION - COORDINATE FINAL SIGNING AND STRIPING �. �, e. ��� CvT� IDni - -• � • RCH /J BB 1 NERERI DERTXT MAT THIS PLAN. SPEC111CATIM. DR DRAW VAR PREPAID RR DR USER NR DIRECT MWERN9SIDR AND TWAT I RN A ERR IGISIR[D PRK[SSIONA ENGINEER LOU 350 W astmood Lake Office MINNESOTA DEPARTMENT OF TRANSPORTATION m O 3. Pia,., ay: THE I/RS R( TI STATE W RINREMA 8441 Wayzata Boulevard :.� Trunk Highway 7 / Trunk Highway 41 - 35 CWK /JLB I / SB Minneapolis, MN 55426 Cities STAGE 2 -PHASE 2 OF ChecKed By: 'CTR 3 6'250100 w t! Q� C fit CO.) n rte• 1 ,•� R - 1 1 , 'jl I � i ♦S V •`yCt i i fSI (§NAL SYSTEM • "�" I f �k> 0 LEGEND UNDER CONSTRUCTION CONSTRUCTION UNDER TRAFFIC N. `S � TRAFFIC CONTROL SIGN TYPE III BARRICADE TRAFFIC M CRASH ATTENUATOR X 0 m 20 m 40 m 60 m STAGE 2 - PHASE 2 ROAD CONSTRUCTION: - CONSTRUCT REMAINING FRONTAGE ROAD CONNECTION TO LAKE LINDEN DRIVE - REMOVE LAKE LINDEN ACCESS TO TH 7 TRAFFIC: - USING NEW TH 7 ACCESS - LAKE LINDEN TRAFFIC WILL BE MAINTAINED DURING CONSTRUCTION - COORDINATE FINAL SIGNING AND STRIPING �. �, e. ��� CvT� IDni - -• � • RCH /J BB 1 NERERI DERTXT MAT THIS PLAN. SPEC111CATIM. DR DRAW VAR PREPAID RR DR USER NR DIRECT MWERN9SIDR AND TWAT I RN A ERR IGISIR[D PRK[SSIONA ENGINEER LOU 350 W astmood Lake Office MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Pia,., ay: THE I/RS R( TI STATE W RINREMA 8441 Wayzata Boulevard :.� Trunk Highway 7 / Trunk Highway 41 - 35 CWK /JLB I / SB Minneapolis, MN 55426 Cities STAGE 2 -PHASE 2 OF ChecKed By: 'CTR 6'250100 of Shorewood & Chanhassen CHARLES T. RICKART. P.E. &,LcTacj[RV,lnG FAX STAGING & TRAFFIC CONTROL 136 approved y: Minnesota CTR oar. 5/26/00 26082 NEC. NDR INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • �, 0 6 Trunk Highway 7 -•- _ hlz, v { I { I I � �•�,'} - T` P'-- T.., .l i'� t 1' ` � i.,. 'Y ,� ,`� J / y l,' 1 '•,:, }�,` i r' I i-- ;. • `'-. �' ;� �S F I < t'� \ Jr'ti ? I I ..,y. /c a; i `' •�' I '_.- _ __ •\ -, � I j __�s• fl I �., _ •c- F_' d .R'ETRO= R£FLECT,ItVE DR!"u MS< II, ( := I + — -/AT 15 m SPA P l;f: f� sf C11(rG (TY 1'n y �R 3 !I r _ _ J I • t. n� _ � ii x ' 1 i U '. J ! �• d' ^- -,..__ `„-- `•' _J i )� i' t � / ter' ,.,'.' ' // °4' o TEMP SIGNAL J' r raj H • �3 /�_..,...._...... �. <•. c' / Q 0 3 f) — *1 = C n (n F : / 2 x w jd- / / l On W O ,{ \i_,,;,s / j�e• =� _ % I r ` .... r rt - ..r:+l I _ -4 - - - r _. :. Tom, � •— - — �, __ .. _._� ___ - i , ` '`� r; -_ _...__.._..._.. _ w .. 1, 99 - 69 _- ...,__ ...._..._ ___..._ aN DO 91 W y ��— - _ !•,.....:.- �/ ✓ '' ` ' it T7•I yam!:' f !;t ��..r•;'� . ...__ __ .__ ............ — ------ ___.__.._.._..r�. - -._.. _..__. ._. _____..._ "'_'urn __.-....- .__... —, I I ,.•:� I r. l RETRO -REEL (�TiVE D o r" ------ \ I AT 1r',fn SP LING. lT, P), 230. m ' Y• r n Q o %? i �,' fix• i = 5�"7 ` \ r�� . _._° �'f ) 4) . 1 ,' r •� I ri, 1~ \ ` \,v 0 m 20 m 40 m 80 m IT _ t I " _ `tl•_l 1"cv , �, �- n.,,,_ t„i v � r' , tv ' a )'� 1 i ,'' � < STAr.F 3 NO. / U DATE BY LEGEND r�r ueai0n tsy: RCN /J BB P 1m By: I HE BY CTAtIPY IN,1f iN11 PINT. SPEEIPIGTIa1. OI 9EPa1T MS FEPNFD 9T el IEgE9 n ooxcT suPPSRTIma w rx,lr I w /our IEUSrzuo wmssloNSl ENEINDA u91Ee rx1 u9s a THE sruE OF nNCSms 350 Wbetwood Lake Office 8441 Wayzata Boulevard a. _ Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION UNDER CONSTRUCTION / °c ./ /, � -r� Minneapolis, MN 55428 %v B .36 CONSTRUCTION UNDER TRAFFIC TRAFFIC CONTROL SIGN STAGE 3 TYPE L]1 BARRICADE 4— TRAFFIC - 6,2s4 "e°° Cities of Shorewood & Chanhassen CRASH ATTENUATOR NO. / U DATE BY CHK REVISIONS ueai0n tsy: RCN /J BB P 1m By: I HE BY CTAtIPY IN,1f iN11 PINT. SPEEIPIGTIa1. OI 9EPa1T MS FEPNFD 9T el IEgE9 n ooxcT suPPSRTIma w rx,lr I w /our IEUSrzuo wmssloNSl ENEINDA u91Ee rx1 u9s a THE sruE OF nNCSms 350 Wbetwood Lake Office 8441 Wayzata Boulevard a. _ Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET / °c ./ /, � -r� Minneapolis, MN 55428 %v B .36 CWK /JLB STAGE 3 Checked By: o - 6,2s4 "e°° Cities of Shorewood & Chanhassen OF CT R &� FAX 541 STAGING & TRAFFIC CONTROL 1�fc 36 CHARLES T. RICKART. P.E. -1700 Minnesota ADoroved By: CTR _ 5/26/00 26062 DATE' RED, ND, INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • I' 0 0 v 0 u i o° N DRIVEWAY @ STA 30+061 --------------------- \ LAKE LINDEN DRIVE '� \ / LAKE LINDEN DRIVE / FRONTAGE ROAD t 1 (SEE LOWER RIGHT) 50 50 i o 01 � 50 50 50 ® 50 EQUATION: xyOp 1 r 2p Sta 64 +243.836 AH = yA � \ 5 - Sta 64 +244.092 8K p 7 p g - 0X7 00 00 r 64 00 eA boo XXYN4�7 1 3KggppHUT +0100 00 64 20® 57 64 +30� / 01 1-306.8 6033 ® ® 64 +100 - - - - - 64 200 50 64�b0 / 6A+40p 50 ®p000TT EQUATION: 00 0 51 O IOO yXyN_4315�t4 229 4 Stu 64 +076.715 AH (�Nl4�j HQR 9 Z- 29.10 6 Sta 64 +076.695 8K v� 2- 3Ob.tyy08 01 01 00 00 01 O � 00 00 00 00 00 00 / In 00 00 \ 00 51 SEVEN FORTY ONE CROSSING ENTRANCE -51 RAMP 1 o / 400 00 D / ° h J, 50 50 O° � h 50 a^ 50 'DO) 00 000 "Cyoot FN CHASKA ROAD 00 u• a 00 0 o OD 00 00 Q 0 m 40 m 80 m 160 m HORIZONTAL CONTROL THE HORIZONTAL DATUM IS BASED ON ,NAD 83 (COUNTY METERS) VERTICAL CONTROL VERTICAL CONTROL IS BASED ON NAVO 88 VERTICAL DATUM ® 50 00 O1 O1 O1 01 O O O pp + O x2 •y0 ,+ 00 01 00 00 00 UA� 00 50 4 00 �J LAKE LINDEN DRIVE / FRONTAGE ROAD NO. DATE BT CHI( REV IS IONS Design y: RCH /JB8 P I HEREBY TSRIIEY THAT THIS RAN. WECIIICATIft a AUGRf BAS PAVARED BY W IW I HY DIRECT SU"WISIOE AND THAI 1 W AWAY REGISTERS P16ESSIT ENGINES IEWEE THE U.5 a THE STA IN WNIESDIA 350 WaShNood Lake Office ✓3441 W ate Boulevard SBtBRBDTA':' Trunk Highway 7 / Trunk Highway 41 //�� �.I MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Ian By: CWK /JLB / i `�� —VT- -- - ' WCQ Minnespolis,.MN 55426 37 Checked By: ( ',� i /�;�i✓���,;- L,I�ti�...°l�,i,/ Vld Cities of Shorewood & Chanhassen - of Jws ' STEWART. 612-541-4800 ALIGNMENT LAYOUT 136 Approved By: i JEFF W. P.E. ; &A- FAX Minnesota JWS DATEI 5 2fi /00 NEB. ND+ 16511 INFRASTRUCTURE ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • 0 • m m m 0 u 0 tl 0 ALIGNMENT TABULTION PT NO. PT STATION CURVE DATA COORDINATES AZIMUTH DELTA RADIUS TANGENT LENGTH X Y _.... ...... 1000 1001 1002 ......... 1003 _........ POT PC PI CC T.H. 41 - SOUTHBOUNO / FRONTAGE RD _ ................. _ . ._.. ..... _._. .............. _ .... ............... 14 +836.738 15 +169.753 15 +317.597 _..... _ ....... 18' 39'26.48'LT ... _ .......... _ ..... - - -- -- 900.000 - -.... -....- - - - 147.843 ..... ....- ....... _ ............... 293.069 ........... ._ .... ................. ...... _ ......... __ 136,617.925 136,738.144 136,791.516 135,898.836 ... -- ........ -- ....... 40,914.450 41,225.008 41,362.882 .. ...... 41,549.910 ....................... . 21' 09'42.27' PI ... ..... ..... 1004 -- - 1005 _..__.....___.._ 1006 PT - - POT ..__...._._...- POT 15 +462.822 - ._....__.._._.. ._._ ... .. ......... . .......... -- 15 +633.617 •--- .._- ._..._._ 111.1-- ._.._._.._......._._.- .11.11 15 +657.071 ------------- -- - - -- __...._... -. -- .1111._ _ _ ..___.._._ - - - - - ... - - -.. - _.___.__.- -- --.- 1111- - - - - - -- - - -- .1111 .1111 - 1111- 11.....__... 1111 - ....11...._._.11... 136,797.976 -- - -- - .._......__...... 136,805.439 1111_.... -- 136,806.464 41,510.584 -- .. -. _ 41,681.215 41,704.647 2' 30'15.79' - _ .1........_. 1007 POT 15 +716.662 136,809.068 41,764.181 5008 PT 50 +040.977 136,762.396 41,529.853 347' 52'28.28' 1500 - -------- 1501 1502 PC .- ..._._._ PI CC T,H.41 NORTHBOUND / FRONTAGE RD 14 +961.911 .1111_.__ .1111. .__.._._.. - - -- _.__...._.__..1111._. 15 +002.662 111.1 --.- .1111- _.._......- ___._....___ 1' 20' 02.94' RT 11.1.1- ..�_._______ 3,500.000 1111_. --•- .11.1.1 40.751 --. -- 81.499 136,663.806 - -. -- 1111- -- 1.1.1.1 - -_ - -- 136,678.517 139,927.794 41,032.976 .-- -- .- --- .._..._.. -. 41,070.979 39,769.494 -.......-----.---- .1.1-11 -- 21' 02' 15.04' __......_.._- 1111 -. - - -. PI 1503 PT 15 +043.409 136,694,109 41,108.629 22' 29'43.02' 1504 1505 1506 1507 PC PI CC PT 15 +146.851 15 +170.607 _.._..._..__.---.-----___ .-_._.-.------.--•---. ._ ... _. ....... ... _._..__..- -_ -. 15 +194.352 3' 00' 42.98' LT _....._.___.__._..______..__.__ 903.600 1111--- ._._._.- 23.756 _._..--- -- • --. -- 47.501 1111_- .....______...- 136,733.687 136,742.776 __..____._ 1111._. 136,898.842 136,750.699 41,204.201 41,226.149 41,549.927 41,248.544 22' 29' 43.02' --..------..-_._.._- PI IT 29'03.15' 1508 PC 15 +227.663 136,761.810 41,279.948 19' 29' 03.15' 1509 PI 15 +292.451 10' 17'04.19' LT 719.940 64.788 129.228 136,783.419 41,404.981 PI 1510 -CC 70 +192,801 136,083.095 41,520.074 1511 ...... ............._..._..._...._.... 1512 _.__........._ 1513 PCC PI 1111 .............. CC 15 +356.891 - - ...._..._.. ..._....__. ._....._.__..._._.._......_-- -- 15 +409.918 _.........._. ....._ ..................... ............ ._ ......._._._.. -- - ._...._..._._.__.......- ....__......- ....._........_ - .1111._...... 6' 41' 40,86' LT - ._..._.._.. -.. .._......._....__._.._....._ ............... - ..... .._ ...... -- __......- 906.600 .. ......---- ...- .._._._._... -_.._ 1111 - ...._.....- - 53.026 ._....._ ....... _........_- - - - -- - ...._.._ 105.871 --- .........-- ........ _ 136,793.776 _._.._ ................. _ ... ..I...._...........__ 136,802,253 .. _.._........................- -- -.......-._._.._ 136,898.836 41,404.982 .___.._.._..._..._..__......1 41,457.326 ._.__._ ....... _ ........... .... _ 41,549.915 111._- ....__._._......_.............. PI 1111... - - .._ .... _.- .,................ 1514 PT 15 +462.823 - - 136,804.570 41,510.301 2' 30' 15.83' - - - - 1515 POT ^ ~- 15 +634.917 29' 47'00.88'RT 101.000 26.859 52.502 136,812.090 -- 41,682.228 -- 1516 __... ... _.._ 1517 POT ............ .._.._....._...__..__.....__... POT 15 +658.381 -- ... ......... 11_. - - - - - -- 15 +719.796 - __..... _--.._...--._._.._._..._...-_......--_---.---.--.---,._......._..._----.._..._.......-_.._.._...._.__. .. .111.1 - ......._.._...._....- .......... ..__.... ..._...._..--- ......_....._._.. 45.720 _- - .........__......._ 54.496 _ .. ....... ....... ........... _ _._.._._...__._.._ 79.804 136,813.115 ...-- .-- 11..._.- _...._....._..._ 136,815.798 41,705.670 --........--- 41,767.022 .... ---- ---- -- ....._._...._....... 7006 CC SCHOOL ENTRANCE - - 41,748.052 - - 3000 POT 20 +000.000 - - 136,745.009 41,243.330 76' 34'12.81'' 3001 POT 20 +077.650 - 136,817.429 41,215.315 - 76' 34' 12.81' _ 7009 - -11 7010 PI 11.. ..__..._..... CC 30 +170.982 -----._....._._.. _..._...._..................... -_ 27' 29'23.56'LT - - - ..__._._._.... - -- -..-....._......_....__....------ 101.000 ....._.....-._......._._..._. 24.705 -- 48.459 - -- ._._......_ 136,745.347 ._._._.._..._.__...__...- - - ....__...._ 136,697.860 41,714,098 .1111. _ 41,806.599 PI _......._..._.. -- - 1111...- ....._....._.. _:..._._..._....._..... 4000 .. POT CHASKA ROAD _ ...... ...__...- -- - - -- -- - -- - -- ....__......._.. 40 +000.000 -- - -- - - - - - -- - ._ 1111.- - - -. - .__..._.... 1111._- - .._..... __ ._._.._..._.._._....__._._.. -.. - - -- 136,790.713 .._..... - 11....... 41,401.142 - _ ...... _ ..__......... 4001 PC 40 +018.607 - 27' 03'20.04'RT 101.000 24.300 47.693 136,809.164 41,398.739 97' 25'12.92' 4002 PI 40 +031.464 v 54' 25'49.95'LT 25.000 12.857 23.750 136,821.913 41,397.079 PI 4003 CC 30 +270.907 - - 136,812.393 41,423.530 76' 08'09.29' 4004 _ ............................... 4005 PT POT 40 +042.357 _._..._._....__...- ..._._.._..._._._._ .......... ..... _..._._.....__........ 40 +073.400 -- .1 .1.1.1--...._.__.....1 .... ................... _ ...... .. ..... _ .... - ------------ .11.11.. _ 136,830.680 .__......._..... -- 1111.. - ...... 136,851.847 41,406.483 _.. ............... - ... ...... 41,429.190 42' 59'22.97' .._...................... ................. ......... � minnesnta metric ALIGNMENT TABULTION PT NO. PT STATION CURVE DATA COORDINATES AZIMUTH DELTA RADIUS TANGENT LENGTH X Y -- . _ 5000 5001 5002 - .1.1..11 . 5003 - --.. POT PC PI ......_ ...... CC SEVEN FORTY ONE CROSSING ENTRANCE .... _ .... _......... ....._ ... _ . .... ..... ._ ....... _ .... _ .... ..... 50 +000.000 50 +017.738 _._... ....._ 50 +027.143 .. ....._....... ................... __.._ ..... _... -- - - .._.._ _ . _ __ ..... .......... 46' 06' 17.29' RT _.__ .. - -- ...... ..... _......... 22.100 ...- .... . __ .._...._ -.... 9.405 .._...._._... ..... 17.783 136,798.234 __... _.. 136,780.513 ...... . 136,771.117 136,781.482 41,516.834 ........... 41.517.612 41,518.025 41,539.691 272' 30' 49.77' PI 5004 5005 1111 5006 PT PC - 11.1.1- -- PI 50 +035.522 50 +035.871 -.---------.--__ ....... ........ .1-.- -- ....____._.._...___ 50 +038.481 ._.__.___- 111.1 1111_ -1111 1111._. 29' 15'21.21* RT __._.___.- -_ 10.000 11..._ ...... 111.1 _.___.__.._ 2.610 ... ..._.._._..__._._...._ ..- -- - --- 5.106 136,164.900 ._.....- -- - 1111. _ 136,764.669 .1.111.- .-- _......__.__-.__..__.__ 136,762.944 41,525.081 _. _ - ---- ------ 41,525.343 41,527.301 318' 37'07.07' ._..- -- 11.. ...... ..... __....._..__.... 318' 37'07.07' PI 5007 CC 136,772.172 41,531.954 5008 PT 50 +040.977 136,762.396 41,529.853 347' 52'28.28' 5009 5010 5011 5012 PC PI CC PT 50 +055.041 50 +057,204 ... ...... _.__ -- .1.1 50 +059.350 12' 20' 46.11' LT .1.1_ ._..._..---- -._....__.__.._._.. 20.000 111.1 -.- -- 1111.__ -. 2.163 .- •--- ...._.__.____ 4.310 136,759.441 136,758.987 136,739.888 136,758.091 41,543.603 41,545.718 41,539.402 41,547.687 347' 52'28.28' -- ... ....... PI 335' 31'42.17' 5013 POT 50 +062.438 136,756.812 41,550.497 - -- 6000 6001 -- PC PI RAMP ----- -- - - -- - -------- 1111 - 70 +000.000 70 +056.421 _ 1111_ _ 1111 - 68' 24' 51.00' RT - - -- 11.11. _.__..- 83.000 111.1 ... - -- 56.422 -- - ... 1 99.106 - - -- - - - -- - 136,812.470 136,814.924, - 1111_._ .1111 41,608.524 41,664.617 - - ._._..._._._._... 2' 30'14.65' .... .......... PI 6002 CC 136,895.391 41,604,890 6003 PT 70 +099.105 136,868.257 41,683.336 70' 55'08.00' 6004 POT 70 +192,801 136,956.805 41,713.966 .......... ........ .__..._....._ 7000 -- .1111.... - POT - -- ..._.... -- ._..._..-- .1111.- - 1111.. - _ ....... LAKE LINDEN DRIVE -._..__...._...__ ...- _..1.......-- --------- _...- 1111_..- -._... 29 +929.227 ..................... .._.._._ ........ _.__._..._....._......_.. -- -...._...._._.._--- ....._... ....._.._....._...... . ........ -- -- 1111------.._._.__....__...---- - ........................... -........_ -._.....--- ._.._....._.._......_........_. - ....._........._.... .1111- -..._..... . ................. .. .......... -----. ..................... ---- ...... ._- 136,593.600 . 11....... - ... --- 1111...---...--._. 41.848.293 ......................... ............_.......... ...... ......... _- ....... _. ............ _... _ .............. 7001 PC 29 +993.392 136,628.738 41,794.604 146' 47'46.81' 7002 PI 30 +020.250 29' 47'00.88'RT 101.000 26.859 52.502 136,643.446 41,772.131 _ PI 7003 ._...._..._..- 7004 - - 7005 CC .... - ...... PRC .._._.._... PI ...... ....... - -- ....._._._..._._............ - -- .... _ ......... ...... - -- 30 +045.894 ..... _......._.. -- .1.1 . ..... _. .._..........__....._.__._... -- 30 +100.394 - -.._...__..-.__... _ ......... ... - ... ... ......... 11 ....... _ _ .....__- ._.....- _.._._. 100' 00'34,88'LT .. .111.1 - ......._.._...._....- .......... ..__.... ..._...._..--- ......_....._._.. 45.720 _- - .........__......._ 54.496 _ .. ....... ....... ........... _ _._.._._...__._.._ 79.804 136,544.228 _....__._.... _........_.._...._...._.._..... - ..._..- 136,645.048 ....__......._.. .- ......_..._....__........_... 136,648.299 41,739.295 ------- -- - - -.- ..1111. - -. 41,745.320 -- - ..._..-....---.. 41,690.925 - _......._..........._.._ .._................_...._._. 176' 34'47.69' ... _.. ........ ............................. _. .11.11 PI 7006 CC 136,690.687 41,748.052 - - 7007 PT 30 +125.702 - - 136,701.305 _ 41,703.582 76' 34'12.81'' 7008 PC 30 +146.277 - 136,721.318 41,708.361 - 76' 34' 12.81' _ 7009 - -11 7010 PI 11.. ..__..._..... CC 30 +170.982 -----._....._._.. _..._...._..................... -_ 27' 29'23.56'LT - - - ..__._._._.... - -- -..-....._......_....__....------ 101.000 ....._.....-._......._._..._. 24.705 -- 48.459 - -- ._._......_ 136,745.347 ._._._.._..._.__...__...- - - ....__...._ 136,697.860 41,714,098 .1111. _ 41,806.599 PI _......._..._.. -- - 1111...- ....._....._.. 7011 . 1111..........._..... 7012 PT PC 30 +194.736 -. 1111. -- - ........_._.. _...._.__... -- .1111 .1.1 30 +223.214 .1 .1 - -. .1111 1111 .1111.._ _.. ......_..._.__._.........._..-- - ..._..__...._.._..__.- 1111 136,764.015 1111...- -- -- 136,785.534 41,730.260 - -- ......--- -- .............._- 41,748.933 49' 04'49.25' _..._....._..I.....__._.._..... 49' 04'49.25' 7013 PI 30 +247.514 27' 03'20.04'RT 101.000 24.300 47.693 136,803.896 41,764.850 PI 7014 CC 136,851.689 41,672.615 - 7015 PT 30 +270.907 _ 136,827.488 41,T70.672 76' 08'09.29' 7016 ... - .... _ ... _ POT - ............. 30 +299.722 ............. _... -..._...__.._ ...... __... ........_.......__......_... - -- - ORWY G STA 30 +061 LAKE LINDEN DRIVE - - - ._...... - ...._._........ ..._....._.......__..._........ - ------ ..._._.._...._.._._._........ .._.......... 1111 136,855.463 .. - ..__._ ............._._.._.----- - ...._.._ 41,777.577 .... _......._._..._..........._._.._..._._... ........ ... ........ .__....._.. - - 7500 POT 1 +970.449 136,621.427 41,722.810 7501 PC 1 +984.125 136,635.097 41,722.394 91.' 44' 35.00' 7502 7503 7504 7505 PI ...._ CC PT POT 1 +989.269 ...11_ -_._ ....... ........._..--- .-- .-- -- - -- - -- 1 +994.195 ....__......-- - .1111- -- --........... -- - - 2 +000.000 28' 50'48.00' LT .1111_ --- _- __..__..... ...... ......... .1 .1 .1 .1 -- 1111.. - -- - .......... 20.000 ............ _...._- - -- - -- _- ......... _ .... _..__.._ --- ............... ........ ... 5.144 -- ._..._- - - - - -- - .11.11-........... - ---- 10,069 - --- - 1111. --- -- 11.11_.. 1111 136,640.238 _- .._..- -.--- .._...1111 - 136.635.705 136,644.817 - .1111- - ._._.._... -- -- 1111 -- 136.648.299 41,722.238 -- -- - - ----- 41,742.385 41,724.581 - .- 11.._...... - ...__...- 41,690.925 P1 _ ---- ------- ._.._..._....._.._.... -- ... 62' 53'47.00' - ..-....._ _.._.._......_._...._....._._.. rve. DATE By CXN REVISIONS ues,9n tly: xElEOt CERf Offte In MA MIS Kw. 9CCIIICATIe1. el war us pwmxo m a mmum Westwood 9� `��' Trunk Aighway 7 / Trunk Highway 41 �IESOTA DEPARTMENT OF TRANSPORTATION 38 RCH /J BB w olotcr WiNAeSle we rwr 1 w r eilsaAw raaEssiaur EXCIN®1 urcn SHEET P Ian 8y: TMe un r,E sr a six[x0A 8441 Wayzata Boulevard �' CWK /JLB Minneapolis, MN 55428 WSB Cities of Shorewood &Chanhassen OF Checked By: - 912S41�eoo - JWS FP W, TEW�RT.P.E. � FAX 541-1700 ALIGNMENT TABULATION 136 aoorovea y: Minnesota J WS o•ru 'WC. xo, v ciao 6511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS i u • •.......... nevts nays = =•v• or• RCH /J BB i aaer mmm resr rats Hw sRe6usriat. a armor E IMA E era vas n Dram srraststa moo rwr i w s asv ams EREO vnrESSivuE DLnea vae 350 yyy Lake G } MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET ALIGNMENT TAGULTION P I an By: ME uss ME S1AIE 6 mMK ms ^.... Wayzata /� 8441 Boulevard € OYA .. Trunk Highway 7 / Trunk Highway 41 PT NO. PT STATION o CURVE DATA COORDINATES AZIMUTH DELTA RADIUS TANGENT LENGTH X Y .._..._..__......._._..... 8000 8001 8002 8003 PC PI __.._..._ CC _..........._ PT T.H. 7 WESTBOUND - -- ._ ..... _. __ ............. . - ... - .................. 63 +886.269 _.......... 63 +981.632 ...... -... ........ _. _._ 64 +076.417 _ ...... .......... --- -- ............. ..._..... _.__. 10' 55' 02.25' LT _ ................ .. ...... _._......_ _.. ......... ........... _ ...... _._.. 997.931 _._ .. ... ........ -..................... - - ---- 95.363 _.._ .......... _........._ ................ - --_....................... ....... 190.148 ___..... __... 136,460.881 _ . .... .... 136.555.951 .. ....... _ 136.382.685 _............. 136.647.885 41,635.780 ..... .......... _ _... 41,643.253 .._ ......... 42.630.643 ......... 41,668.596 85' 30'20.75' _.._. PT _._ .... ... ..... ... 74' 35'18.50' 8004 8005 - -_ 8006 PC PI . -. CC 64 +106.930 64 +175.591 - - -- -- - -- - -- ._- ._....__....._- .............. - - 6' 45' 00.31 "RT ----- - - -- - _. - -- ...- - - 1.164.253 -. ... _ ......... ._.... --- .._..-- --- --- . 68.660 _ _.. _- -._ ..._ 137.162 - -- .- _._..- - 136,677.300 -- - ...._._ .- - - - - -- 136,743.492 -- - _.- 136,986.701 41.676.704 -- ........ - -- -......___._.- 41,694.951 _._..__... ---- ---- ....... - .......... 40,554.316 74' 35'18.50' .... - -- -- -- - - PI -- -- 8007 PT 64 +244.092 JEFF W STERART, P.E. /' 136,811.369 41,705.291 81' 20'18.80' 8008 POT 64 +243.836 136,811.369 T 41,705.291 ow S 26/00 G. �, t65tt 8009 - .. 8010 8011 8012 SC .. - PI CC CS 64 +320.858 -- - -- -- - - -- .._ 64 +437.333 64 +550.525 .. 23' 31' 32.61' LT ..- - -- - -- 559.343 _......... 116.475 229.667 136,887.230 137,000.949 136,766.283 137,095.163 41,718.529 _ _- ._.._. -- - 41,743.714 42.264.639 41,812.198 77' 30'44.42' - - -- ... PI 53' 59'11.81' 8013 POT 64 +637,918 137,153.564 41,858.760 8014 . -- 8500 POT - --------- PT 64 +637.918 T.I- 7 EASTBOUND _._. -_. - ..__.__.____.___..._.. __.-._.._._. .____..__.__..._....__.._._._.. 64 +076.693 _.-- -- --.- - -.-- -- ....__.._......_... - °-- -------------- - .---- -.- -._._. __.__. -._ -- _.__.._._ -. 137,153.564 ---- _.__._.__.._- ---. -. _____.- _--- .__ - -. 136,649.604 41,858.760 - .---..._.......__._.-_ - ..... 41,657.470 _ .... ..._.__.._.__._.._. 81' 20'14.99' 8501 POT 64 +076.715 136,649.605 41,657.471 8502 PC 64 +283.799 136,854.326 4[,688.660 81* 20'14.99' 8503 PI 64 +445.983 31' 10' 38.31' LT 581.322 162.184 316.325 137,014.660 41,713.087 PI 8504 _..__...._..- 8505 _... CC _._.._ PT __. ....._... ...._- ..._ ..... - - -_ --- ._._.... _._._. ............ ....... 64 +600.124 ....... - --- --- ..- - - - - -- -- - - -... _..---- _.._.._.. ...... _._._..._ ... _. .... _..._ ... ......._._._...._....__..__.._. _._._...__._ ................ ....._._..__........._.- .._.... . ........_._......_...__ ............ __...._ - ......,_._- -- ... ....... _ ... _ ......... ......._.........._. -------- .._..._.... _.. -- 136,766.771 - .._.._ .......... _- 137,139.191 -- -- - ---..._..._............... 42,263.351 -- ............................. ._._........ 41,816.989 .-._ ..... _ ... _ ... _ ......... --- ........... --................. ......- ._._.....__. 50' 09' 36.68' .._ ..... _ ....... .................. -- ......... i u nevts nays = =•v• or• RCH /J BB i aaer mmm resr rats Hw sRe6usriat. a armor E IMA E era vas n Dram srraststa moo rwr i w s asv ams EREO vnrESSivuE DLnea vae 350 yyy Lake G } MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P I an By: ME uss ME S1AIE 6 mMK ms ^.... Wayzata /� 8441 Boulevard € OYA .. Trunk Highway 7 / Trunk Highway 41 39 o 11 `" WJB Minneapolis, MN 55426 CWK /JLB �J :.�G� -• ��,; Vi/ Cities of Shorewood & Chanhassen - of ChecKetl By: JWS 8125„ - ALIGNMENT TABULATION 136 JEFF W STERART, P.E. /' &� FAX 541-1700 Minnesota ADDr-wed y JWS y ow S 26/00 G. �, t65tt INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS rA • • C .J ■ i Trunk Highway 41 0m 10m 20m 40m MAR - - - -- C DRIVE ` -� o �6e q ;Y A. n.. P-AE �F�" -AE. � "„ � -kl� ._ � P -AE � In FM FM FM FM FM FM / FM FM FM FM FM FM FM FM FM FM + G G G G G G G G G Ln _.._ --- r__......_...._..... - ._..__.._._....... -- .._......_---------- -- ......_......._...__.�. -- ..__...._....._ ........ ....._.._.... __._..... _._...__... _._...._ F_ 14 +900 Io 15 00 _ _ _ _ 15 100 N -- -- ---- - -- --- i- -- -- -- - -- - - -- - -- 0-- — 1------ .1.���..�.�- ____r- -- - -- --- —_—__u----------------- -- -- _ 111 + + . — _ 14 961 8551 1 — _ 0 5 000 15+100 — — — — - — Z 0 .__....----._._.._.._..__.._....---...._. _.._...__...- --.._._....------• ___.._.........._._...._ � - - - ......_...._ ... _ -.. ..._... _.__............_.__. ..... _.... ._.... .. .-- ....._".._.......- - ... ................... _..._...... - ... ............_»......._.._...... ........._....__...... ..._._...._......... *--- _........_ i' R T BU LV_, „ . T -BUR - - J 8 - ....,,.., w W P -AE ,.1.✓ LEGEND FM EMAIN w S \ > > - SANITARY SEWER \ STORM SEWER ,t .: I f — WATERMAIN " ``.✓ 1 -j:� vII"i G GAS LINE P-BUR BURIED POWER P -AE AERIAL POWER• r euR BURIED. TELEPHONE EXCAVATION NOTICE SYSTEM TV -BUR BURIED T.V. { _ --- EXISTING R.O.W. ` �` REQUIRED OR TO _ A CALL TO GOPHER STATE ONE (454 0002) IS REPERFORMIING ANY EXCAVOATIONRI TC'CC'R '`,�� TCCCR T CITY LIMITS ` "' ' - - - - - -- TEMPORARY EASEMENT THE /NFORAIAT /ON SHOWN ON THESE DRAWINGS CONCERNING TYPE AND PROPOSED R.O.W. LOCATION OF PRIVATE UT /L/TIEs JS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERM /NAT /LNVS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY NECESSARY TO AVOID DAMAGE THERETO. REVISIONS Design By: RCH /J BB P an By: I *Kfi, aIIrI" MAT "is PIWI. SPECIFICATIOR. a REPOT MS PWAAG ST W Wag AT OIREES W'KnISIM W MAT I w A MV WCISMKD NmFESSIWk MIMMOI AIMA NE un a IRE SME O AI.K=1 � ^ 'I `310 mood �� office s,., Wayzata Boulevard Minneapolis, MN 55428 a Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 40 CWK /JLB i f %vL _ `'�� ''`' WSB e'25"'°°° &AAIAxj Im FAX 541-1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Cities of Shorewood & Chanhassen Minnesota STA 14 +936 TO STA 15 +150 EXISTING TOPOGRAPHY &UTILITIES S.P. 1008 -58 OF 136 SHEETS CheCNed By: Jws JEFF W. ST ART. P. E. d�TM 0 r�Ma. em 16511 Approved By: JWS A • N G! ao N m O V 0 Trunk Highway 41 0. 0 m 10 m 20 m 40 m Of 0 jr i Pte-- -� y i ! _ _ o + FM� p_A — —_ y { _ — — T-BUR /� * + to FM _ E _ i - -�_FM� 1 G LO / v r -- »_t_,F,M:� -FM P-A FM P-AE, f P-AE P -AE FM-- ��FM��� -FM G Q G FM FM FM FM FM G V) _ -_ G _ ..... - ...... _ . -- LLJ Z - �-- -200 15400 - 15 _ -� _ , 15 +2GO,._. _- -. - - — - — 15 +300 _ _ GO � 11 � U - - ' I I P -AE I I I I I I t- I� O _ I P -AE _ s INSULATE W.M. LEGEND FM FORCEMAIN 1 ^ > >- SANITARY SEWER \ ' ~ - --- - - -» -- - - -- -» - --- STORM SEWE R ,` \� I t — WATERMAIN n GAS LINE AVATION NOTICE SYSTEM P-BUR BURIED POWER ` I� r \ A CALL TO GOPHER STATE ONE (454 -0002) IS 1RED M[NIM M OF 8 HO RS PR10R TO BURIED TELEPHONE TV -BUR BURIED T.V. --- EXISTING R.O.W. �Rm777m=mT CITY LIMITS - - - - - -- TEMPORARY EASEMEN PROPOSED R.O.W. •• -� - REOU A U 4 U PERFORMING ANY EXCAVATION. THE INFORMATION SHOWN ON THESE DRAWINGS CDNCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY B£ NECESSARY TO AVOID DAMAGE THERETO. - - Nn. DATE By CHx REVISIONS ....g. tly: RCH /J 8B I NDixI RRnry MAr ix IS R.M. SPECIFICATION. GA ROOT m NYPAAEG By Q MDEA YW DIRECT 1uwaYlSlrN AM rxAr -1 w A OILT 1EGISVERED PAKFESSIOAAE EMINIErI WGEA 350 Wastwopd lake Office • - MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET - P I m By- NE MIK a THE STATE 6 MINNESOTA f r� 0 ^ ---- ; J , '- its' , /' 844, Wayzata BpuleArard �CQ Minneapolis, MN 55428 �-Vid e12sA14BOO, &AXSONialmi , FAX S41-1700 INFRASTRUCTURE - ENGINEERS - PLANNERS A =. Trunk Highway 7 / Trunk Highway 41 41.: OF 136 SHEETS CWK/JLB Cities of Shorewood & Chanhassen Minnesota STA 15 +150 TO STA 15 +450 EXISTING TOPOGRAPHY &UTILITIES S.P. 1008 -58 cnepl ea By: Jws JEFF W. STEWART. P.E. 5/26/00 +ssn G ATE, ' AEG. x0, Approved By= J WS • n m °o O i Trunk Highway 41 / Frontage Road 1 - , n` G _ u 1 I , 1 0 m 10 m 20 m 40 m ` I I vi t•;� 11 ,� 1 -- _._� � `tir a -• � "'- I v Vii. '' `\�, J��,/ � I i i I� I n v� T � QUA'-' 4. Vv: ,IN ••1 \\'`Too X :•° - : r c) LZf N FM —I FM— i Ln G FM G --- G �FM FM FM G CUL ENO G • i 1 ~ °0 15 +500 1 - - -- - -- - - -- -- -- — -- -- -- -- -- 15 +6Q0.`^- -'— �— `- - — - \ {5 +700 \\�L� \ Ljj N - - -- '—� —'— —'— —' --- — -I -- -- — - - -- '' -4 ----+y o r -- ---- -- -- - -- -- ---- ---- - -- --- - - --I— - -- 4 -- --- Z6 4 +b9 04-S Q NQ11 r 5 +700r �o P 4E AI 1 • / -- •. � � , ' — _ -,;:,,:. :.yaw T_ I o , 7�, ii LEGEND n FM FORCEMAIN > > - SANITARY SEWER o r t - t _.... - - >> - ->> - - STORM SEWER r, ; WATERMAIN G GAS LINE r BURIED POWER ' \' '' moo.', _ i D , 1 EXCAVATION NOTICE SYSTEM AERIAL POWER �_- T -BUR BURIED TELEPHONE -''J• _ �\ •�` ` ••�• ,\ N A CALL TO GOPHER STATE ONE 1454 -0002) IS TV -BUR BURIED T.V. , ® REQUIRED A MINIMUM OF 48 HOURS PRIOR TO _ PERFORMING ANY EXCAVATION. --- EXISTING R.O.W. -777M 7Tl —7\= _V CITY LIMITS THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND - - - -- TEMPORARY EASEMEN LOCATION OF PRIVAT£ UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR PROPOSED R.O.W. MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE - - - - THERETO. RCH /J 88 P, Cn By. 1 �EAi51 mT1r` WT iN IS KM. SPESIriEATIM. OR REre1, rAS P WAESO ST M 1I10FA w o[En MOVISIM AN SAAS 1 M A aA, REiSM O MESSIM EMIKS1 iP1K1 N1 LASS Or TW SEASE Or OWSOM J\ i Ii1 r'�__ JEFF W. STEWART, P.E. w!ioo A 350 od �� � 8441 Wayzata Boulevard �`� Minneapolis, MN 55426 V - 6,264,•4900 &'4 FAX `` . Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 42 of 136 CWK /JLB Cities of Shorewood & Chanhassen Minnesota STA 15 +450 TO STA 15 +716.96 EXISTING TOPOGRAPHY &UTILITIES CheCked By: Jws Aooroved y: Jws o.ArE1 MG. xo. 165,1 INFRASTRUCTURE - ENGINEERS - PLANNERS S. P. 1008 -58 SHEETS • • a N0 0 N N �I tai BUR - P 1*9z):- ./ #� Q Trunk Highway 7 _._..___ 72131 — 30299 Ji 0 m 10 m 20 m 40 m — v ----- - - s !f - -�_< '`_ a �� - -�'f G _._.._ • — - — . — P AE G G ` r_AE v . - 1 mr «- --- -- -<r� ___ o-- -- l -.- 64 +200 - -- - - - - -- _---- -_ —_ —_ / - _ - — - — - — - — - — - — - — - — _ - z ...._. _....._._..........._._...._....._.....__.... ....____.�....._.,.._......__._ ___.........._ J s-- _..___.........__-_ .._- -- ....._......�.._....._.._ 64 +300 - — _ — 64 +100 64 +200 �- �- _ ......_. F- _...._.._._.._..._...... -.._ _ ........_ .............. ....._.._...__.._.._......_.... ......._._ ... — . ..............,.F,M.. r "r _ FM —F FM `� FM FM FM fM p`. .. CIO, I ei — _7, �— oi x i G G LEGEND FM FORCEMAIN - c > > SANITARY SEWER W - - » -- -» STORM SEWER I I WATERMAIN J G GAS LINE F`-BUR BURIED POWER r ,o - ... f 4�: AERIAL POWER ," , Or ;' t EXCAV ON NOTICE SYSTEM - T-BUR BURIED TELEPHONE - < / A CALL TO GOPHE9 STATE ONE (454 -0002) IS TV -BUR BURIED T.V. !�,.. $ ' / y REQUIRE A MINIMUM OF 48 HOURS PRIOR TO ERFORMING ANY EXCAVATION '-' EXISTING R.O.W. TCC�RTCTR�TCTR�T CITY LIMITS - - - - - -- TEMPORARY EASEMEN PROPOSED R.O.W. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO B£ ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR 15 RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE - THERETO. NO. DATE By CHN REVISIONS p66i 9M By: 1 xEiE6/ LTNTIFV MCI MIS PLATN SPECIFICATION. OR REPMT WAS PNVACEO 6Y d OGEE SHEET RCH /J BB W OINECI ar aWISRN NO THAT I M A MY IECISTEM W SIONI ENCIPUR tXKA � �"ood �� MINNESOTA DEPARTMENT OF TRANSPORTATION p,On 6y: ME U.5 OF TN: STATE OF NINQSOIA S , 8441 Wa,.�a Boule�ard ��:: Trunk Highway 7 / Trunk Highway 41 CWK /JL8 t ff� '/�,CQ Minneapolis, MN 55428 4`� I ./ Std STA. 64 +139 TO STA 63 +350 ChOONOd By: Cities of Shorewood &Chanhassen - OF JWS EXISTING TOPOGRAPHY & UTILITIES r JEFF W. STEWART. P.E. &A.vocAMV.lnn FAXUl-17W Minnesota - 136 Approved By: GATE, gr2b /00 REC. x0, 1651, INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS JWS 13 1 t 1 -Y i /� 1 Trunk Highway 7 _._..___ 72131 — 30299 Ji 0 m 10 m 20 m 40 m — v ----- - - s !f - -�_< '`_ a �� - -�'f G _._.._ • — - — . — P AE G G ` r_AE v . - 1 mr «- --- -- -<r� ___ o-- -- l -.- 64 +200 - -- - - - - -- _---- -_ —_ —_ / - _ - — - — - — - — - — - — - — - — _ - z ...._. _....._._..........._._...._....._.....__.... ....____.�....._.,.._......__._ ___.........._ J s-- _..___.........__-_ .._- -- ....._......�.._....._.._ 64 +300 - — _ — 64 +100 64 +200 �- �- _ ......_. F- _...._.._._.._..._...... -.._ _ ........_ .............. ....._.._...__.._.._......_.... ......._._ ... — . ..............,.F,M.. r "r _ FM —F FM `� FM FM FM fM p`. .. CIO, I ei — _7, �— oi x i G G LEGEND FM FORCEMAIN - c > > SANITARY SEWER W - - » -- -» STORM SEWER I I WATERMAIN J G GAS LINE F`-BUR BURIED POWER r ,o - ... f 4�: AERIAL POWER ," , Or ;' t EXCAV ON NOTICE SYSTEM - T-BUR BURIED TELEPHONE - < / A CALL TO GOPHE9 STATE ONE (454 -0002) IS TV -BUR BURIED T.V. !�,.. $ ' / y REQUIRE A MINIMUM OF 48 HOURS PRIOR TO ERFORMING ANY EXCAVATION '-' EXISTING R.O.W. TCC�RTCTR�TCTR�T CITY LIMITS - - - - - -- TEMPORARY EASEMEN PROPOSED R.O.W. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTEED TO B£ ACCURATE OR ALL - INCLUSIVE. THE CONTRACTOR 15 RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE - THERETO. NO. DATE By CHN REVISIONS p66i 9M By: 1 xEiE6/ LTNTIFV MCI MIS PLATN SPECIFICATION. OR REPMT WAS PNVACEO 6Y d OGEE SHEET RCH /J BB W OINECI ar aWISRN NO THAT I M A MY IECISTEM W SIONI ENCIPUR tXKA � �"ood �� MINNESOTA DEPARTMENT OF TRANSPORTATION p,On 6y: ME U.5 OF TN: STATE OF NINQSOIA S , 8441 Wa,.�a Boule�ard ��:: Trunk Highway 7 / Trunk Highway 41 CWK /JL8 t ff� '/�,CQ Minneapolis, MN 55428 4`� I ./ Std STA. 64 +139 TO STA 63 +350 ChOONOd By: Cities of Shorewood &Chanhassen - OF JWS EXISTING TOPOGRAPHY & UTILITIES r JEFF W. STEWART. P.E. &A.vocAMV.lnn FAXUl-17W Minnesota - 136 Approved By: GATE, gr2b /00 REC. x0, 1651, INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS JWS • • • Trunk Highway 7 —P '; 0 m 10 m 20 m 40 m Q P-AE �p 64$500 Nm i L >. 4 p __.._ .... _. 64 - m �z _.__.. --- -------- _ r "^ ��. •= _. "�r_• -v�r.- .,._..may. --• . �...� � �— `'+ LEGEND J ' FM FORCEMAIN > >- SANITARY SEWER -- -- --- >> ------ - » -- STORM SEWER „ '• 1 I — WATERMAIN Y` G GAS LINE P -BUR BURIED POWER P- AERIAL POWER T -BUR BURIED TELEPHONE �•"'�: - "� - , l TV -BUR BURIED T.V. �. �i, --- EXISTING R.O.W. ='m _77m TCT\Tl T CITY LIMITS - - - - - -- TEMPORARY EASEMEN - PROPOSED R.O.W. :r EXCAVATION NOTICE SYSTEM A CALL TO GOPHER STATE ONE (454 -00021 IS REOUIRED A MINIMUM OF 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION. THE INFORMATION SHOMN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTILITIES IS NOT GUARANTE£O TO BE. ACCURATE OR ALL- INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN'D£TERMINATIDNS AS TO THE TYPE AND LOCATION OF PRIVATE UTILITIES AS MAY B£ NECESSARY TO AVOID DAMAGE THERETO. No. GATE I BY CNK I gEV1510XS ueslgn tsy: flCH /J 88 I I mll, riffiIR nur HIS PLAN. smuricamm. M NfP01r HAS mvm E, m uac n ocxa RrnRrlslI w THAT 1 w w, xols,aso PaiE551UW ENCIIEFA uac ` VNeSlUrOOd �� G M� NNESOTA DEPARTMENT OF TRANSPORTATION SHEET P ten ay: THE uK THE .IW4� . BA41 Bo�le�aro A Trunk Highway 7 / Trunk Highway 41 q4 CWK /JLB STA 64 +350 TO STA 64 +550 I WCQ Minneapolis, MN 55428 °o � � '; - + r `'�'�' Vibe// Cities of Shorewood & Chanhassen OF cnecicea By: N JWS 512-511 -4800 EXISTING TOPOGRAPHY & UTILITIES 136 JEFF W. STEWART. P.E. &AaNOtiaWAbl FAX 541 -1700 Minnesota By: Aooroveo JWS oe,n 5/26/00 ac. No. 1a5n INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • `0 N m o° a N N Lake Linden Drive 43> -- i' i�' � r � r t � 1 t.r jh,,% - (1 'i E, � � -.._•- _ -_•.r- ..... -"`-i �,/ -`'-IS- .•..~_._ 1i _r- .,,.__ "_"',"`•-..... v�.t, • \�.;I - - � 3pt299.7213` OUR TA , r ; }. �_,..-- ,;,._....� .` ` /....•. / I --'� } ' , I J. r i! �r _ �_ _1~ \' i �� �� � ___ .l L -.._ ' . ,LOO / •'\ ,,� � � � —�- < ,r q v _AE 3 .. _�. . N r a 64 200 --- - _ -- -- - 64 +300 - - _ — _ oo� — 6100 � _ _ - -- — --- __- ___._...____ ......_ -.___ -- --r' - -- a _ --- -_ ____. TRUNK HIGHWAY 7 - -0" — - / a ............... _ .... _.____. N n'Oim FM FORCEMA[N 64 100 64 200 - -- -- - -- -- -- - -- --- ---- ---- -- ---- -- - - - --- -- -- -- - -- --- - -- -- - -- — ax -- --- -- > >- SANITARY SEWER - -- - - ->> -- - - - - ->> - � - - -- - STORM SEWER _.. — - - - -- -- - - - --- -- _._._..._.... - -- - -- — -- .._.__._... - - -- _._...... —....- o — WATERMAIN ° FM F,- M�FM FM FM FM G GAS LINE Om 10m 20m LEGEND 40 m EXCAVATION NOTIC 04 / -BUR BURIED POWER Design y: RCH /J BB P Ian B_ By: I NIESr CEErUT NAT NIS NSAN. SKCIFICATICN. a FIRMS MS PARED fir a OMEN N, ONECT RPMVISla No THAT INN A DAY TESISTERE6 PROTWIOAI ENGINEER NNEE THE un a INS STATE W NiNNESCRA I / �, j � %fnl, ,. % ,y 360 VYbSyypad Lalm Office ay=e 8A41 W Bcul6vard 1IVLA./ Minnaapalis,MN55428 V 612- 6E1-4800 Q AAxxinrcE IN,< FAx541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS _P-AE AERIAL POWER A CALL TO GOPHER STATE ONE (454 -0002) [5 a " REQUIRED A MINIMUM OF 48 HOURS PRIOR TO T -BUR BURIED TELEPHONE PERFORMING ANY - EXCAVATION. CWK /JLB TV -BUR BURIED T.V. - -- EXISTING R.O.W. THE INFORMATION SHONN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF PRIVATE UTIL /TIES TS NOT GUARANTEED TO BE D TCCCC: 777m T CITY LIMITS ACCURATE OR ALL-INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR - Approved y: JWS - - - - - -- TEMPORARY EASEMEN MAKING HIS ONN DETERM /NATIONS AS TO THE TYPE AND LOCATION OF PRIVATE UTIL ITI£S AS MAY BE NECESSARY TO AVOID DAMAGE - - - PROPOSED R.O. W. THERETO. - NO. OATS 6T CNK REVISIONS Design y: RCH /J BB P Ian B_ By: I NIESr CEErUT NAT NIS NSAN. SKCIFICATICN. a FIRMS MS PARED fir a OMEN N, ONECT RPMVISla No THAT INN A DAY TESISTERE6 PROTWIOAI ENGINEER NNEE THE un a INS STATE W NiNNESCRA I / �, j � %fnl, ,. % ,y 360 VYbSyypad Lalm Office ay=e 8A41 W Bcul6vard 1IVLA./ Minnaapalis,MN55428 V 612- 6E1-4800 Q AAxxinrcE IN,< FAx541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 1 1- Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 45 of 136 SHEETS CWK /JLB Cities of Shorewood &Chanhassen Minnesota STA30 +020 TOSTA32 +395 EXISTING TOPOGRAPHY & UTILITIES - - S.P. 1008 -58 CneeKed By: J ws JEFF W. STEWART. P.E. Sh6i00 16511 o.rn- NEC. Na. Approved y: JWS • E: m m 8 U 0 0 a 0 Trunk Highway 41 MATCH T. H. 41 STA: 14 +936.00 a „ Q¢ \' 0m 10m 20m 40m J 1 Z z C -318 <\ _ W w REMOVE MAILBOX t a Er N -O Z C -301 C-320 K -321 z D ° _ _ MATCH EXISTING 0 ® Si C -205 STA 90 +017.557 w - M R DRIVE ;o�o6C -7 DEAD LDZ a y y\ Y \ors -_.� EX4.S�1N�S_I�EZI.r ..x, yi 7 ✓� _ n.. TO REMAIN .. -^ LVERT 2G c - - '-- O -AE v...-- ._...,,...a.. ..,..ran..,`. k1Y := n+� -.n.r .✓ -r,. F -kE_ T F h1 F f! rr. Fm- , cr F M F A F s F P.( F h( F1 t: F M F LO _ J , 3.6 m RT _ TEMPORARY FENCE I- 14 }900 i Io 15+000 (ORANGE) _ _ _ _ _ _ 15 +100 a 14 +961.8551 15+000 -f- - — - — - _ - W LLpZZZ 15 +100 — Z IIIIIIHIIIIIH177717777TI717777IT17TIT77TI7777m7722tillIfillI At F - - `� ,..,` '.y,... amt.. ... % -•ti iti } ._ , /..^ —t EXISTING METAL j G1 (iii CULVERT REMA I Wf -- ; r c e._ n RV' 0 D C -L DN Y r' C- 322 C ±322.\ 10- 132W - ;i 0 -205 _ C -301 R/W U i I -jr ✓ �. r -. CONSTRUCTION LIMITS Y; LEGEND REMOVE 81TUMINODS PAVEMENT MILL BITUMINOUS PAVEMENT < ® REMOVE CONCRETE MEDIAN j.. S ; ti t tO SALVAGE AND INSTALL TYPE "C" SIGN _ n SAI VAGF ANn 1NSTA1 I TYPE "n" SIGN Q SALVAGE AND INSTALL STREET NAME SIGN ® SALVAGE TYPE "C" SIGN QS SALVAGE TYPE "D" SIGN © SALVAGE STREET NAME SIGN TO SIGN TO REMAIN INPLACE TREE TO BE CLEARED d GRUBBED sign y' RCH /JBB I NMI CERTIFY nar 1x11 K^ SPECIF[UTIM a REPOR w MUM as a Lorca W oxcC1 UMMIS:sl We TMar I w A MY XCISmWE MFESSIM EKINeI Lorca IRE Ua1 OF TME SME a YDK$M1 ,., /� .. '•, �In.ZZ. L,O �cQ 350 Wastwood Lake Office 8"1 W� Boulevard Minneapolis, MN 55428 Trunk I3ighway 7 / Trunk Highway 41 MINNESOTA DEPARTMII�iT OF TRANSPORTATION SHEET 46 OF ar, By: CWK /JLB eokea By: Cities of Shorewood & Chanhassen STA 14+936.73 TO STA 15 +�5Q INS -�/�'/ &AsmwaaYe; I= 612 -M1-� FAX 541 -1700 PLANNERS 1�,��.,,.,, 1v111111eSOta MISCELLANEOUS REMOVAL PLAN S.P. 1008-58 ,a �f L� 1`76 SHEETS JEFF W. STEWART. P.E. nsr00 as: r Fr oveCl ey: .I WS Rare: aa. aa, INFRASTRUCTURE - ENGINEERS - • • A a � ra m! C-312 E) ) Is is VE WLBOX e4vi I /Q>__ "C_ 'PVC - 4 2 EMO If ,CULVERT '�_-.P Y 'D 1- 1 +200.0 i � 2 m LT ASZY O Ln LU zL I 0 U _j ITA lc.lal REMOVE CATCH BASIN-- /, REMOVE CONCRETE CULVERT REMOVE CONCRETE CURB & GUTTER MATCH EX Trunk Ifighway 41 C-324 0 X4-201 0 0 LO U LO W L—STA. 15+450 LEGEND —REMOVE CONCRETE I CHASKkRD. kD REMOVE BITUMINOUS PAVEMENT 40m 0m 10m 20m X4-201 0 0 LO U LO W L—STA. 15+450 LEGEND —REMOVE CONCRETE I CHASKkRD. kD REMOVE BITUMINOUS PAVEMENT ORB & GU TER 7 _';:7 MILL BITUMINOUS PAVEMENT ->< REMOVE CONCRETE MEDIAN .3 SALVAGE AND INSTALL TYPE "C" SIGN SALVAGE AND INSTALL TYPE "0" SIGN > Q3 SALVAGE AND INSTALL STREET NAME SIGN SALVAGE TYPE "C" SIGN QS SALVAGE TYPE "D" SIGN SALVAGE STREET NAME SIGN SIGN TO REMAIN INPLACE (9 TREE TO BE CLEARED & GRUBBED A 3W Washvood Lalm Office 8441 WayzaW BouImrd Trunk Highway 7 Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET RCH/JBB I EKBT CERTIFY AT THIS PLAN. SWIFIMM. OR KMT W PWRIED 8T 0 100 W 01KC7 MPMNISIM W NAT I AM A QMT 1ECISMERED NOJUIDUL DXjWR VW NE LAII DF NE STATE OF CWK/JLB , WSB Minneapolis, MN W426 STA 15+150 TO STA 15+450 47 OF 1"7 0 Cities of Shorewood & Chanhassen JWS 512,U14M MISCELLANEOUS REMOVAL PLAN 136 y: MIT, P.E. •& AsAmvdatm Im 1 FAX 54 -1700 Minnesota S.P. 1008 -58 SHEETS JWS ReG. 01 INFRASTRUCTURE ENGINEERS - PLANNERS • • n m °o 0 N N Trunk Highway 41 REM ME _ .. -- -- \ ` r\ `t \j-R /W ULV RT ANDL - APRONS / s �^' RELOCATE GAS LINE 1 ,` � t ` _ CONS CT"IDN L1M1TS •' .. } i (BY OTHERS) CONSTRUCTION LIMITS MATCH EXISTING _ ___ :CAUYIbE. _ - -- STA. 50 +062.438 326 R/W INL - - - - 1 m 4 m n, PRDPt}SE'R!W J 0 m 0 20 m 0 1, i� REMOVE CONCRETE CULVERT. REMOVE G `. IN LLX CONCRETE Z \ y REMOVE CONCRETE r; a. - i I APRON 1 T� ,, p\ r CULVERT AND APRONS V)I ABANDON _ '` ' PL G d tr t X4 -200 CO CRETE CULVERT CONSTRUCTION LIMIT , !POLE-.-TG,,-BE .. S T /Ej_ j R gI_ CATEDI(BY OTHERS) .....,- r • I c j D-21 c 7 Mi • - - - -- — - \ \ • �-NIJr �'�• MATCH T.H. T 41� '; � •'_ -� � •, �, va f REMOVE CONCRETE STA. 15+633.61'7 ,,n� ` CULVERT AND APRON 2. MOVE ' I STA. 15+631.8 I tz "'71'AErAt- —REMOVE I a R/W APRON ' ° V, .. METAL REMOVE t1 t \ REMOVE CONCRETE - APRON D 5 9 CONCRETE 2 2� T/E APRON CURB 8 GUTTER I „> 1 O _ 1 ___� „t _ a L a PLUG & BANDORY �' L-k4 -200 v __.__.. _,:. �•Q_._ 5 0 208 aD t = CONCRE I CU(rV�RT,... 0 { Q , .. __ ... ..._ 2. _. 1 I V . : _.. �..._ `..._ .. REMOVE `? • • CATCH gltD, • • • -I BAST , t 700 •\ AREA TO BE CLEARED & V) GRUBBED AS INSTRUCTED Z —_ ebb +b9 oks -- .` REMOVE COMMERCIAL ENGINEER 0 £ BY THE Za _ H aJ0I1 T5 ±7 An •\� t i CIAL r- LIGHT'POLE TO 't t SIGN _ TEMPORARY FENCE FIELD TED, (,BY 0 €RIP) w� . � O Ti,.• t� _. U (ORANGE) Y /—CONSTRUCTION LIMITS a ....... TS 4 -2 - ,-_-+•,_„ ob, .,h•,_:,.�:-- r.:,;•s�».,.�..,.. . - `i� ( C -324 0 LIMI t 1 RE i -�z$ — CA7 AS N SALVAGE � r- o _ a AREA TO BE CLEARED 8 CON&ETE `�R /W �• ` GRUBBED AS INSTRUCTED APRON BX,THE ENGINEER RELOCAT GUY X4 -200 , WIRE (B OTHERS) REMOVE METAL Q QIV� MOVE �a u' / z CULVERT AND 0 -212 CRETE ,o QX4 201 PROPOSED R/W m APRONS - i AP i n / ' -3ff104 Z .-LC7 01, R 5 0- 11 jo fW fT, Z O �1 1 CONSTRUCTION .LIMITS 1 I N"D -2� LEGEND :..''\� tt ® REMOVE BITUMINOUS PAVEMENT i j' ti., -'`' 01'J� o•A ` t ® MILL BITUMINOUS PAVEMENT REMOVE CONCRETE MEDIAN SALVAGE AND INSTALL TYPE "C” SIGN N 3,1 `7 +\ \ 0 SALVAGE AND INSTALL TYPE "D" SIGN 0 SALVAGE AND INSTALL STREET NAME SIGN 0 SALVAGE TYPE "C" SIGN 5Q SALVAGE TYPE "D" SIGN t� SALVAGE STREET NAME SIGN Q7 SIGN TO REMAIN INPLACE TREE TO BE CLEARED 6 GRUBBED NO. DATE WT cm Rmsms es, 9^ y: , W.RN aAnn ner ms PLAN. srECmccna. a ■wIr ■s vxvcuD e. a uu■- r3J0 Vlbalvrood �� CNR� /� SHEET RCH /J BB DIRtl 9PRN■I:1a1 NO T■Ar I ,. A •Ar IE■IfTEM RKFUSIMM MINUS ea■ Wayzata Trunk Highway 7 / Trunk Highway 41 41 MINNESOTA DEPARTMENT OF TRANSPORTATION 48 P Ian By: mE urs • rW: stAr . ■I WIMA 8441 BOUI•vard A. /1 'A,SB_ Minnaapolie, MN 55428 OF CWK /J L 8 ! 1 / rr STA 15 +450 TO STA 15 +716.96 Checked ay: JWS + ;.1,✓ �,^�1,+,, �� 8t2�1 Cities of Shorewood &Chanhassen MISCELLANEOUS REMOVAL PLAN 136 JEFF W. STEWART. P.E. dAsmciolcs,lnc FAX 8/1 -1700 MinneSOta Approved By: ii JWS 2enn uS INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS oan �c..o, � 0 Trunk I-Eghway 7 T/E PROPOSED W C-317 -'K f FENCE REMOVE C N . . .... REMOVE CONCRETE TEMPORARI�; CRET CU�VERT & APRON APRON ", ATCH 40 K T/E (ORANGE) BASIN c-14 R /W! 0 CONSTRUCTION, LIMITS PFt0#OS6-- W R/W En 16'OVE CONCRETE -31 + TEMPORARY FENCE 2 CULVERT APRONS (ORANGE) _10429(3.721 Z. 4R 49 7 ;PRQPQSFDi R?V�! CONSTRUCTIO j; P L LIMITS J j 59 = +9 :c - R/W TEMPORARY FENCE J, 0 i , , -0,,"J r V-. "I . - 3 iff -449 Or- ig WE 12 C (ORANGE) 0 m 10 m 20 m •x 7 T V64+244.8 o 3.6 M LT 39,559 MATC H T. H.-77 t! STA. 64+1 V C-301 4 T - < T-- -j REMOVE 4-20 METAL AL REMOVE MET APRON r< r TEMPORAR�W-EgC CULVERT 64+189.9 T— P DNS X 6.6 m LT L 4 3� R/W 9 6 m LT 7 + LO 16 m - - - - - - - < SEE MILL DETAIL BELOW MATCH T.H. 7 64+100 64+280 LLI -STA-. ........ .. 5.1 64+25%3 64+338 9 64+139.000 3.6 m LT T� T -- - -------- . .... . ..... 64+220.9 3.6 m 3.2 iIT . ........ . . ........ . . .... ------ _...___..._.____...__u- . ...... SEE MILL DETAIL BELOW .. . ............ 64+1 --- — - — - -- - - - - - - — - — - - — - — - — - — 4 ++2R0 . . . 16 m . . .... ---- — - . ....... --.- . . . ..... .... .... . . . . ........ — ------ 64V+249. 4 �00 4 IAW In ........... ... 6i;7 m LT r m 64+24.0 • 9.4 4h RT, + + 0 00Z FT1 644-233. 4 > > W -11 7.2 m LT �5, I 03 > m C;L; u 4Y 6 3 4 4T og,, O i Q�r C -315 C -313 C-3 1 D G7 7 (D a tr373 7 (D t1W A RZX - C, LIMITS CONSTRUCTION t IC T 0.kq ;---1GON5TRUCT I LIMITS T/E (a)C-313 O JO k. R/W D -215, LEGEND 40 m I I WEST CERTIFT Nit IRIS PLAN. SISCIFICATIM, OR FOURT HAS PREPARSO By 01 toW 350 Westwood Lake Office RCH/JBB RN OUIEC SLANHERIVISION Na THAT I AR A My REGISTERED PROFESS1116K. ENGINM UNDER A (OMR4NESOTADEPARTMNTOFTRANSPORTA17ION SHEET P I an BY: ME WE OF THE STATE OF MINNESOTA 8"1 Wayzata Boulevard Trunk Highway 7 / Trunk Highway 41 49 CWK/JLB Minneapolis, MN -15426 STA 64+139 TO STA 63+350 7h-edCed ly: WSB Cities of Shorewood & Chanhassen OF JW5 612-Ul-4WO 1 MISCELLANEOUS REMOVAL PLAN 136 Approved BY: JEFF STMi.T. P-.- & A�AmSe; hot FAX 54 -17W Minnesota JWS O,Te NO' INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS Q REMOVE BITUMINOUS PAVEMENT MILL DETAIL MILL BITUMINOUS PAVEMENT REMOVE CONCRETE MEDIAN 16 m T/E (D SALVAGE AND INSTALL TYPE "C" SIGN SALVAGE AND INSTALL TYPE "D" SIGN SALVAGE AND INSTALL STREET NAME SIGN 11400 SALVAGE TYPE 'C" SIGN 40 n" MILL 1 40 m OVERLAY SALVAGE TYPE 'D" SIGN OVERLAY T @ SALVAGE STREET NAME SIGN (D SIGN TO REMAIN INPLACE eA TRFF Tn FIF r.1 FARFn x rRIIRRFn DATE I By CHI( REVISIONS Design By: I WEST CERTIFT Nit IRIS PLAN. SISCIFICATIM, OR FOURT HAS PREPARSO By 01 toW 350 Westwood Lake Office RCH/JBB RN OUIEC SLANHERIVISION Na THAT I AR A My REGISTERED PROFESS1116K. ENGINM UNDER A (OMR4NESOTADEPARTMNTOFTRANSPORTA17ION SHEET P I an BY: ME WE OF THE STATE OF MINNESOTA 8"1 Wayzata Boulevard Trunk Highway 7 / Trunk Highway 41 49 CWK/JLB Minneapolis, MN -15426 STA 64+139 TO STA 63+350 7h-edCed ly: WSB Cities of Shorewood & Chanhassen OF JW5 612-Ul-4WO 1 MISCELLANEOUS REMOVAL PLAN 136 Approved BY: JEFF STMi.T. P-.- & A�AmSe; hot FAX 54 -17W Minnesota JWS O,Te NO' INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • • • Trunk Highway 7 C -332 •` "�/ .� \ � ��� ;< \`� It 4 - �` �' r ;C -303 < CONSTRUCFt10N LIMITS Y J , 0-214- R!W HEAVE AS IS i \ 7 w REMOVE 375 mm OAlu `` J CM CULVERT r �` AND APRON C-33115 _ r^ Z _. - 1� l I C -303 y _ 7 i - t Oq .r'� ��! 1== —I l y` �� 0 m 10 m 20 m 40 m t..i — — — J _ to, °J �� _ _ tj A .Q _ 64 +405 ell � 3.6m LT v D r — _ 64 $600 2 - — - - — MA- tH 7° STA 64 +539.489 -� — _ !� — 64+408.0 64+468.4 -1; _.._„ 3.6 m LT 3.6 m RT EX 1 ST I NG TO__REMA-}iJ _..__ -- 6q+600 - _ _ 64 +442 - 3.8 m RT .. J xT' O $ R/W - - r' '64+507.4 :.� O '16.5 m RT 7 _ 5 f ' l m Z --I EXISTAG TO REMI�IN MATCH T.H. 7 r' ' C-323 STA : s;•t ' 0 ,'.. . 64 +550.000 4 1 1 C =31 GL303 C -30i _,.. 1 �.__._ _ - '� LEGEND •, � r' 1 �,' yn: s%�' ; _.._ -- r - ® ® REMOVE PA VEME T MILL BITUMINOUS PAVEMENT REMOVE CONCRETE MEDIAN -Al 1Q SALVAGE AND INSTALL TYPE "C" SIGN SALVAGE AND INSTALL TYPE "D" SIGN ' Q3 SALVAGE AND INSTALL STREET NAME SIGN Q4 SALVAGE TYPE "C" SIGN QS SALVAGE TYPE "D" SIGN © SALVAGE STREET NAME SIGN Q7 SIGN TO REMAIN INPLACE TREE TO BE CLEARED d GRUBBED Np. DATE BY CHW REVISIONS DBS19A y: I MEIEET CERTIFY MIT "IS TNW. SPECIFICATION, OLF REG ST NED N ES IMK E BY ER DDEA RCH /J 88 16IWEET W TIFY MAT IS II t w I AT 01 PO R USStew ENOINaR ImEO A � we�"ood Lake Owe MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET p I cn ay, iNE LAIS ^OI THE STATE OF MINNESOTA 8441 Wayzata SoWevard Trunk Highway 7 / Trunk Highway 41 Checked R CWK /JLB / ! - Al W` Q Minneapolis, MN 55428. STA 64 +350 TO STA 64 +550 5F By: JWS zs� 012-MI-490D Cities of Shorewood &Chanhassen MISCELLANEOUS REMOVAL PLAN of JEFF W. EWART. P.E. MiAxmociaks,Im PAX 541.1700 136 Approved y: 26/00 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 SHEETS JWS DATE, M0. MON A • 1� MATCH EXISTING STA. 29+960.000 Lake Linden Drive 7' C-302 PR R/W IN R/W 4 -4- J 404S d0jS 20111 -REMOVE:­ CRETE S300 C-3 3 CULVER-T-_ANii APROd_-_ i v­ PL (SEE DRA.1"9E �N REMOVE CONC. -304 CURB 8 GU 01 I REMOVE 0 m 10 In 20 m 40 m REIidVE`--1AA-ItBI3)5 - MISCELLANEOUS REMQVt\CATCH STRUCTURE TEMPORARY., F IINKC E- BASI, 1 �_C-304 7ORAN�Er: C*-3 4 0-201 \( _ _ SP? REMOVE CONCRETE A PC I \yv�,` TREET L✓D CULVERT AND APRON JM IT kiio Ol4gT__R_UC_T,1_0_N LIMIT5 REMOV . E CONC. 30 ------ r Ii Rf.: Yl�, CONCRETE CONSTRUCTION LIMITS CURB' GUTTER VERT AND APRONS n�.299.72131' '4 TEMPORARY FENCE MATCH EXISTING ( ORANGE ) C R 11ROPOSO4;W STA. 1+970.449 CAT'Ca",!- ATCH EXISTING ASIN L REMOVE CATCH Af 30 +29 B R/W 02 C-303 TEMPORARY FENCE (ORANGE) C D-203 REMOVE CONCRETE Fft1'd1�E C CULVERT AND PRO A CONSTR CU09 & GUTTER CTYON LIMITS C-304 (4) - ----- V01 X ... ....... — ------- FENCE-- A! CURB & GUTT C-305 64+300 ............ 6 lLoq — - — - — - — - - — - — - — - — - — - — - — - — - — ------------- . ....... . .... - .... . ...... 64 100 ------- TRUNK HIGHWAY 7 . .. . ..... . ...... . ....... . . . ..... . . ... ......... .... .... ................ ... ...... .... .......... ............. . ..... . ............ ... ........ . ..... I 4 2 0 1 — - — - — - — - — — - — - — - — - — - — - - — - — - — - - TL - - - - - - - - - - - — --- -- -- -- -- - - - --- -- — - — - — - — _41 ./ — - — - — - ---- - --------------- ---- ---- . . . ............... ...... . . ........ . ........... — --------- 0 . . . ........ FM—FM—. LEGEND X-3,07 00 REMOVE BITUMINOUS PAVEMENT f•v 11` 0 -204, 2 4 MILL BITUMINOUS PAVEMENT 0 6 � D elf REMOVE CONCRETE MEDIAN ISV3 4 C-3 SALVAGE AND INSTALL TYPE "C' SIGN 01 40 C -309 SALVAGE AND INSTALL TYPE "D' SIGN q) SALVAGE AND INSTALL STREET NAME SIGN O SALVAGE TYPE "C" SIGN QS SALVAGE TYPE 'D" SIGN o SALVAGE STREET NAME SIGN d SIGN TO REMAIN INPLACE (M TREE TO BE CLEARED & GRUBBED No. DATE BY CMK REV I S I o"S Design By- RCH/J — 8B t READS? CERTIFY Tar IRIS KM SPECIFICATICN. RY mEcT 9�mvtsim me tar i m A *&T NE LA.5 OF THE STATE OF MINNESMA 00 POW W FWhKD 9V OR WK4 Futuna mmiom mmm mm 350 Washwood Lake Office A 8441 Wayzata Bou larvard Minneapolis, MN &942e WSB A _U 612 1-4800 & A�idtsg Irm FAX 541-17W INFRASTRUCTURE ENGINEERS PLANNERS rr----) a Trunk highway 7 Trunk Highway 41 Cities of Shorewood & Chanhassen Minnesota MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 51 OF 136 SHEETS Pion By- CWK/JLB STA 0+020 TO STA 32+395 3 MISCELLANEOUS REMOVAL PLAN S.P. 1008-58 Checked By: JWS 2 r JEFF W. STEWART. P.E. 16511 Approved By: JWS DATE, REG. .01 - - • t'. Tnmk Highway 41 �0 0 in 10 m 20 m 40 m .......... . L MATCH EXISTING STA. 10+017.557 IA /-STA* I DRIVE 0�0_�#. 7W Zrz-- R/W STA 10+015:96, 13.52 m L 10 m R 0 Lr) -03.42 RT ''q AlEfE*C-E-MA-iL8O*— (S —Of-TALL SHEETr- ZOA.).---�� + LEE G G In .......... ............. .... . ..... . . < 6.1 m 7.2 m VARIES SB TH 41__----- F- 14+900 (A — - - - - - - - - - - - - - - - 4� - - - - - - - - - - - 000 15+100 �TR [-�—S LLj - — - — - — - — - -- -- 6.1 10 14 .8551 +000 — - m 0 -F6 -6 m is . . . . . . . ... ...... 6.6 111 15+100 z . . ...... . ...... . ....... . . ......... .... .. . . .. . .......... ........ 1:50 . ... . ....... ..... TA . . .... :15 ---- --- - ----- - MATCH T.K'4�V- . ...... .. Up, t < 0 ? K�- + + CONSTRUCTION LIMITS 4- U) . ........ . .. - Ln STA 14+9,5' Y 3 ,'YH- AE cn S TA 1� �,o,7bO::EHESM ......... . .... . ...... . ..... y DNR10 10 -132V IR/W H NOTES (E)CONCRETE MEDIAN NOSE DESIGN Mn/DOT STD PLATE M7113 CONSTRUCT CONCRETE PEDESTRIAN RAMP - Mn/DOT STD PLATE M7036 Q) UUNtllKUUIZUU ffMI.UNI.KLIL UHIVLWAT _ PAVEMENT Mn/DOT STD PLATE M7035 O SEE BITUMINOUS PAVING PLAN FOR LOCATION OF PAVEMENT TYPES S EE DRAINAGE & SUPERELEVATION PLAN .6 n FOR PAVEMENT SLOPES No. DATE By C"K REVISIONS Design By: RCH/J 86 Pion By: 1 HU01 dilln" THAI THIS M.M. �CIFICATIDN. M Agpoig VAS P10A.ED 8T 0 oDEH NN DIRECT 5OMPERVISION He THAT I AN A OULY RECISFORED NOUSIONA, EKINHR LIRDER THE LA" OF TNE STALE OF HINNESCIA 350 V&SWOOd Lake Office 8441 Wairzate MuWard ri—ri--�-A-) Trunk Highway 7 Trunk Highway 41 SHEET MINNESOTA DEPARTMENT OF TRANSPORTATION CWK /JL8 Checked WSB Minneapolis, MN 55426 52 STA 14+936 TO STA 15+150 By: 612-6414M Cities of Shorewood & Chanhassen u OF JWS Approved By: JEFF W. STEWART. P.E. & A,.--AA-A I= FAX 641-17W Minnesota CONSTRUCTION PLAN 136 JWS DATE, 5 - /26/00 Kii. No, 16S11 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS Trunk Highway 41 0 m 10 m 20 m 40 m l �.. > — 4.5 m R / \ REPLACE MA11 OX (SEE DETAIL SHEET 24) r= x K r �,./ CQNSTRQCTION L IMI R / ! / / / 4192-2j' 4 »0 m BIT DRWY STA 15 +353.258 T.H. 41 SB = ' ,'MATCH 2:1 m LT SB STA 40+000.000 CHASKA ROAD / O d r( +6 .6 a1 BIT - 3.0 m81_P MATCH 2 R/W 3 2 �; y CURB a c 15 m RWY m -S - - - - - - - - - - - 3.0 m 8!T SHLD 8424 CO NCR _ j - - .._ 6 m R � 'REPLAC MAI "' - _ E LBOX i'� r 'Y ._ fSff- flET-E3i�•- 9HEET- ...2.41__ _:... _ _.y.�' 7.8 _ - = ` ?r r 0 Ul -�. - - - _ N _....._._' _._.__' _ .- r � -� -�. 10.2 m ' � ° ? VARIES 15 200 - _...._._..__._.._..._ _ �_. _._ . _._._ _ + + — — — LJ -_ _..._. _.__. 2 m 10• n 10• E15$400 - m" TH 411 SB ' • —m_ ---- -- - - -- --- — — -.._ 0 Z m U ` f 8 �... _..,\ VAR IES t + 15 300 _ 3. _ •— 4 2 m - _ O m hf1 R o ..._.� 11,115. -- - --- — ._....__. _._- .__...____.._ - B424 CONCRETE:: 1 - �c, z m_ CUTTER {aURg ¢ Ii'.: as x 1 CURB 8 E cs + /,...., b -m R?• I. +: , f/\ Vie= - - 11 SirtR �;; ti 11, _ _ I l I fONSTRUGTI�J LIMITS ' ~ '?,• \ -i �� \ a STp�R B6`18 CONCRETE ;J CURB d TER i ... •'�..,._,...,;� \ �: \ \ CURB 8;GUTTER 3 STA 15 +189. 319 T.H. 41 58 a '/ I ��' / ...._._ ,�+, ;' i \.,...., i5b,1 : 4�; g.7 SB t �6 STA 20+000.00 SCHOOL ENTRANCE_.'' ,t'' ' / 1 r' ` ? ; ; r; ` ' ` ,BEGIN Cdi�6R h1ElZIA1T +028.00 \ TA R/W BEGIN 8618 CONCRET� a CURB 8 GUTTER �. STA 20+028.00 1 E E ' An / S,7ART 0618 CONCRETE "� \ AT S .JN% N / BECIN @$18 CONCRETE:• ^� :' AB GUTTER \ STf�. 4Af04k4:369 T /E� 1 , ' P / CURB &(GUTTER A'r ' SETA. 40F028.00; �\ .;'% • , _ < 20+028 00 I,LI NOTES ° RO f Lr v q4 CONCRETE MEDIAN NOSE DESIGN + Mn/ DO T STD PLATE M7113 LIT En i o CONSTRUCT CONCRETE PEDESTRIAN RAMP - Mn /OOT STD PLATE M7036 �AATCH EXISTING``',,' + r \ O3 CONSTRUCT 200 mm CONCRETE DRIVEWAY U PAVEMENT - Mn /DOT STD PLATE M7035 qO SEE BITUMINOUS PAVING PLAN FOR LOCATON OF PAVEMENT TYPES O5 SEE DRAINAGE 6 SUPERELEVATION PLAN FOR PAVEMENT SLOPES • m 8 j N0. DATE 67 CNK REVISION5 aS: QTT y: I IEIEST amm TNT TKIS RAN. STECIFICATION. d RMT US PWANED 6T OR LNm 350 y�e � �� O�CS SHEET oRCH /JBB NT DUr f ATE F N MAT I .N . DK. REGISTERED EI�EssI�E OE,NEEw N�NI Trunk Highway 7 / Trunk .Highway 41 r.I �ESOTA DEPARTMENT OF TRANSPORTATION i P I an ay: ME uNS THE STATE a NINESmA w 8441 Wayzata Boulevard o CWK /JLB i �` Q Minneapolis, MN 55428 .53 ° CneCked ey: !. S STA 15 +150 TO STA 15 +450 OF N ✓ 812St148U0 Cities of Shorewood & Chanhassen CONSTRUCTION PLAN JWS A JEFF N. 6TENAfl7. P.E. & FAX 6N -1700 Minnesota 136 . aoorN�ea ay: �` S.P. 1008 -58 SHEETS J WS Tim 5 /26/00 ac, Nm 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS 0 is am -R� 8618 CONCRETE CURB uGUTTER ,'o m cowcncrc wcowIN�, /o m ' Ln In LLI `5~+5» cwo nomonsrs MEDIAN a^o* cowcncIs,� Cunu u currc� \ Trunk Highway 41 Frontage Road TREATMENT POND SEE_ RA ` \ \ / s — l o m ,o in zn m 40 m ` | � 30 SEVEN �_ '� iT rA 70+000.000 AMP F 01 QL J GO 3S -OZ sss NOTES . ........ (D CONCRETE MEDIAN NOSE DESIGN Mn/OOT STD PLATE M711 3 CONSTRUCT CONCRETE PEDESTRIAN (3-) CONSTRUCT 200 Mn CONCRETE DRIVEWAY PAVEMENT — Mn/OOT STD PLATE M7035 SEE BITUMINOUS PAVING PLAN FOR LOCATION OF PAVEMENT TYPES SEE DRAINAGE & SUPERELEVATION PLAN FOR PAVEMENT SLOPES RCH/JBB I MENEDY CERTIFY MAT THIS KAN. SPECIFICATIOM OR REM WAS PREPAPED In OR UNDER HN DIRECT SUPOMISION ANG THAT 1 0 A OMY REGISTERED "KNIMIGNA. ENGINEER MEDIA ME UO IN rNE STATE OF MINNESOTA A 360 VVIESSImwood LaM Office 8441 Wayzata Boulevard Trunk lEghway 7 Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET C W K / J JLB WSB Minneapolis, MN 55426 Cities & Chanhassen STA 15+450 TO STA 15+716.96 54 OF j WS JWS of Shorewood CONSTRUCTION PLAN 136 Minnesota S.P. 1008-58 J WS a SHEETS • • • Trunk Highway 7 a. Li r _ _,... :y • r , I , , : SRC 3Q+Q4 _30299 7213 1 ' 5.894 — T/E / t b = i' l I �- Om 10m 20m 40m T y 1 I i' /g 7-0k CONSTRUCTION LIMITS- -N""" 1 MATC -.T 7 a� _, r r — - __ - lr , � STA- 64 1 9.559 - - - m - ~._ _ 200 nvn N DR1VEbi CONCRETE 1 w _ LAK �1 R - ° - G— Ate 1 -2s% mm CONCRETE �L� � 1 ; � l -� tt _ ,. "TAPE f ..,......_ + I WB TH 7 ' N N 7.8 m _ -_ - -- m 64 200 64 300 1 -- --- — = - -- -- - -- --- -- -- - --- - o 4.8 m o o _ __.._____ N LLJ �38 In 1.5i R y z _1I'fmR 100 6 ny-R- J T2 7 m It EB TH 7 — _ 64 100 64 +200 m - 4.8 m 64 +300 -- U _ _...- m-- ..._..--- .._.__..___...... _ ....... ... ...... ._�.,.�..... _.._ _ y -- ._...` ......... - -_._. F M ' - - -_a C \ ' g; MATCH EXISTING 5 00 4 j � STA64 +139.000 l _ ... ..... _ - - - - -- !— 7 9A?) -!`Cr 'J 9 &� ; _.__ --; 1. )'`Y /' S,• 0} — - `T.iElfT sI4POIVD!? rt!t� w°s q °i' / /� ; _R A _ n CONSTRUCTION LIMITS r V•AiL N E _ A A 6t PL N - •„ ,r • i d F - T_ . Ef-79 '200 mm CONC RETE r , , WALK Jl_ r.. t1 NIL F 1.5m R. / Q �....� / # / /� NOTES T/E CONCRETE MEDIAN NOSE DESIGN - ....._. 15 +561.300 - Mn /DOT STD PLATE M7113 / O CONSTRUCT CONCRETE PEDESTRIAN RAMP - Mn /DOT STO PLATE M7036 O3 CONSTRUCT 200 mm CONCRETE DRIVEWAY PAVEMENT - Mn /DOT STD PLATE M7035 O MOFOPAVEMENTGTYPES FOR i LOCATION c 5O SEE DRAINAGE & SUPERELEVATION PLAN FOR PAVEMENT SLOPES NO. DATE BY CNN REVISIONS ' Uesign y: RCH /J 88 P Ian B By: I NEREBY CEIITIP MA" IS PLAN• SAICVIWID1. 011 NEYOIr YIN NVAND Or OI LMKII yr Data sraRnsla Re NAT 1 R .our RsurzuD rOrtsSlOal ts1RRI1 uaE ME UES a rNi Sr rE o< .1WESa. 350 VVest VOEld Lake Office tzata 6441 Ws BOUlevard -� rsl+mrbrx. >•. Trunk Highway 7 / Trunk Highway 41 SHEET MINNESOTA DEPARTMENT OF TRANSPORTATION ' CWK /J L B �� f I ,A, Q S<RR� Minneapol s, MN 55428 SS CnecNea By ! - // Cities of Shorewood & Chanhassen STA 64 +139 TO STA 64 +350 of JWS%d% ApproveC By: JEFF N. S7EMANT. P.E. / ��/�/ 9,254, -1800 &A+mciaW, lnC: FAX 541 -7700 Minnesota - CONSTRUCTION PLAN 136 JWS DArt, sizsioa REa. D, 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS A • ■ I m Trunk Highway 7 Om 10m 20m 40m NOTES Mn /DOT STD PLATE M71113 CONSTRUCT CONCRETE PEDESTRIAN RAMP - Mn /DOT STD PLATE M7036 CONSTRUCT 200 mm CONCRETE DRIVEWAY PAVEMENT - Mn/DOT STD PLATE M7035 SEE BITUMINOUS PAVING PLAN FOR LOCATION OF PAVEMENT TYPES n 5Q SEE DRAINAGE & SUPERELEVATION PLAN 0 FOR PAVEMENT SLOPES NO. OATE BY REVISIONS ssign y- RCH/JI3B Plan By: I HEREAT COVIFY MY THIS PLM SFfCjFltATja, N BE NS PaPABO, BY OR On" All OPECT SIPPOTHSION NAT RAT I N A MY falsfm pffimulwA Emmal Lam W LARS OF TK STA IT OF •INNESCIA 350 Vlillsstwood Lake Ofte SA1141 Wayzata Bouliimmrd Trunk lEghway 7 Trunk Highway 41 A SHEET MENNESOTA DEPARTMENT OF TRANSPORTATION =LM=K= CWK/JLB - WSB Minneapolis, MN 55425 56 Chocked By: Cities of Shorewood & Chanhassen b STA 64+350 TO STA 64+550 OF 2 JWS iTEWART, P.E. — j & FAX 541-1700 Minnesota CONSTRUCTION PLAN 136 Apo roved BY: JWS 5/26/00 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS • r� MATCH EXISTING Lake Linden Drive STA 29 +960.000 J. 7 yT 3.0 m R \ ok. \\ ' - -- r, 1 �� tt._ - ` 4 - l,{ S R/W -- r r I - -- STA7 15 +T21 .51 FRiAGE ROAD NB = 0 m 10 m 20 m 40 m 1 A 15 +716.58 FRONTAGE ROAD SIB 1_ �. +010.9 GRAVEL- DftWY j t' " J JI J . " "" r' - - ST-AL30.+263.,A860 LA LINDEN DRIVE MATCH 6.8 m RT A 30 +291 44� LAKE LINDEN'DRIVE___i'_ +025.-8 6RAVEt'C1RWf'J I- 4t 1 MATCH 6..8•'m LT 3.0 m R i / I -' T/E L T/E REPLACE ;frTlrtt-BQX (i I I ~ \ J. (SEE-OETAIL SHEET 20A) I 1 I \ ' -- '1 [ 1 _y` _ ` - t 8618 CURB r ! r- A7.2 :k �'• i �' - ,d' -�.-, :t I-- -___,i d GUTTER i'-'7 j�� _ 8618 C-RB BIT DRWY 4 ' I PdOP ED R/W 72131 9TTER MATCH 13.4 TILT ; y. 4.8 m 301299• I _ ' %:?- f' ) ! CONSTRUCTION LIJ'T4"Y'__' } ; a I -J L 4.8 - ' - - ;' j j? T/E T m R 5 /J.. +127.2 BIT DRNtY _ ;__. \ /'� f I! ; ' tl 4 11 •'MATCH 11.9 m,L•T % ;I I-. .c J ; F - , r /�10 m -R MA7Ci EXISTING 1 ' 9 r TA 30+292.022 f 70.449 PROR /W< r TE i _ f o� r i OSED �,, j H6ae ONCRE �� j $ 4`/' ° o; / T/E MATCH EXISTING ` l cuRS r o[1F ti STA 1 +970.449 l �- - - 6 rt/R 1 / m 10 m R B61fl^CONCRETE �t T/E / r \ �b .._..> CURB `d .GIiT.TER .'_._ •. 9 MIT _ / CONSTRUCTION LIMITS," P/ - - I . y(lu ? / _ m , ___. - - - -- a. N _ %� ._ - -- - �CON�TRUCTlON LIMITS CURB d F-TEE r - r J J} _- � ---' 64-` -200 - - --- - -- --- / -- } 64 --- --- ---- -- -300-- — - -- � — t OO� - TRUNK HIGH 7 — - — �... , _ N + d� r - - -- �.... _ - - - -- - .................. -, �µ —_ - - --- — - — - - — - — —64 +00 -- -- - - - --- - -- -- -- -- - -- --- - -- 64$200 - -- - -- -- - -� —J� -- --- --- — 64 +300 _ —_— - _ - _...__. _. .... _ ....... ._.....__ ...... �. 0,01 1 _ i - a• - ,..,.�_ = +.r�'- T,,.�.,"— .,tom__;:? -�t� aM1 I NOTES 1 o z \ \ I ,� ,._... _.._ oyq �. = = =- - - -- /, -� � _ - � O ONCR TE MEDIAN NOSE DESIGN Mn /DOT STO PLATE M7113 �0 t 1 I s •/� � � � _ O CONSTRUCT CONCRETE PEDESTRIAN RAMP Mn /DOT STD PLATE M7036 O3 CONSTRUCT 200 mm CONCRETE DRIVEWAY PAVEMENT - Mn /OOT STD PLATE M7035 O4 SEE BITUMINOUS PAVING PLAN FOR 8 LOCATION OF PAVEMENT TYPES n Q SEE DRAINAGE d SUPERELEVATION PLAN FOR PAVEMENT SLOPES V No. DATE I 8V CMK REVISIONS Design y: 1 ,ER31 CERrtF/ RUT 1x15 PLAN. SMISIGIT11N. GI REM Rr6 NVRRER 6T at town RCH /J BB W RNECT N "WISIa1 AIW TUT , W A TAAT IERISTEREO RR ATSnWA ENRINEe1 =1 � 350 we�od �e �Oe MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Pion By: -1 ,.n W THE ST TE a WwRrly 8441 Wayzata Boulevard ; Trunk Highway 7 / Trunk Highway 41 CWK /JLB i ,� /J •.� /T� / •' �SB _ Minneapolis, MN 55428 OOF checked By: �1 % �o. _ - Cities of Shorewood & Chanhassen STA 30 +020 TO STA 32 +395 OF CONSTRUCTION PLAN 912541.4800 136 y JWS i JEFF W. STEWART. P. E. FAX 541.1700 Minnesota - aooro�ea sy: JWS 0A¢. S /26 /GO B• .m T65n INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • N Ti IO 0 0 i v 0 U i 0 °o POINT 3003 STA. 15 +491.94 SB 24.00 m LT POINT 3002 STA. 50+048.40 19.08 m RT POINT 3009 STA. 50+017.75 22.10 m RT STA. 50+011.39 23.44 m RT EL. 304.65 (GUTTER EL -) STA. 15 +492.00 SB 6.60 m RT EL. 304.79 STA. 15+476.95 S8 0.00 It EL. 305.29 STA. 15 +476.95 SB 2.67 m RT EL. 305.24 STA. 50+010.50 1.35 m RT EL. 305.27 POINT 3004 STA. 50+010.50 0.00 STA. 50+010.50 1.35 m LT EL. 305.27 STA. 15+452.17 SB 0.6 m RT EL. 305.91 STA. 15+452.17 S8 2.40 m RT EL. 305.92 /. E. Om Sm . 20m POINT Trunk Highway 41 / Seven Forty One Crossing STA. 15+528.46 SB REVISEONS Design y° RCH /J BB P,tlm By: 16.80 m LT 350 Y1bsNNOad �� Gm� 8441 Wayzata Boulevard Minneapolis, MN 55429 I�ISB �.� 9,2- fi4U4800 AAllA imvg I= PATE 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 3001 EL. 303.95 41489.845 19.4 m POINT 3010 136908.698 41476.692 STA. 15+528.47 SB 3003 1 136904.480 37.80 m LT 30 m 3004 POINT 3001 41452.868 0.9 m STA. 50+057.56 136895.056 41459.644 24.92 m RT _-- 136906.334 STA. 15+507.47 SB - - - - -- 3007 37.57 m LT 41459.306 15 m MATCH EXIST. EL. 136874.291 I STA. 50+061..78 i 136910.686 6.44 m RT 21.2 m 3010 MATCH EXIST. EL. 41513.390 21 m STA. 50+062.44 I 6.22 m LT MATCH EXIST. EL. T� STA. 50+053.62 5.39 m LT __ - - -- EL. 303.46 (GUT. EL. O POINT 3008 O STA. 50+055.42 14.66 m LT STA. 50+050.73 -- 7.91 m RT EL. 303.50 (GUT. EL.) STA. 50+044.09 Oa 11.87 m RT EL. 303.68 (GUT. EL.) STA. 50+034.13 1.35 m RT -- EL. 304.43 STA. 50+038.18 9.06 m LT - {{ OOu -OT I PT 1 5' EL. 304.03 (GUT. EL.) 3 POINT 3005 PT 462. STA. 50+034.13 f I 0.00 STA. 50+034.13 1.35 m LT EL. 304.43 - - POINT 3007 -- STA. 50+029.66 2.98 m RT STA. 50+024.32 11.38 in LT EL. 304.61 (GUT. EL.) STA. 50+019.53 i 9.41 m LT EL. 304.84 POINT 3006 STA. 50+017.75 STA. 50+019.09 1.35 m RT 19.38 m LT EL. 305.080 STA. 50+010.28 10.20 m LT EL. 305.77 POINT 3003 STA. 15 +491.94 SB 24.00 m LT POINT 3002 STA. 50+048.40 19.08 m RT POINT 3009 STA. 50+017.75 22.10 m RT STA. 50+011.39 23.44 m RT EL. 304.65 (GUTTER EL -) STA. 15 +492.00 SB 6.60 m RT EL. 304.79 STA. 15+476.95 S8 0.00 It EL. 305.29 STA. 15 +476.95 SB 2.67 m RT EL. 305.24 STA. 50+010.50 1.35 m RT EL. 305.27 POINT 3004 STA. 50+010.50 0.00 STA. 50+010.50 1.35 m LT EL. 305.27 STA. 15+452.17 SB 0.6 m RT EL. 305.91 STA. 15+452.17 S8 2.40 m RT EL. 305.92 /. E. Om Sm . 20m POINT X Y RADIUS REVISEONS Design y° RCH /J BB P,tlm By: i merry l4Ann nmr Twu PEAR, aceinunm. a R"r us FSErMSED BY m ma W SMECr SPNSYISICH W MAI 1 r A D4T IESISMID PAnSSMA EKIKER MA IRE USS s of STATE OF ..NESDTA � � f 1 f----.��..��,, < !�✓�� ,rvv+•w�" JEFF M. STEWART, P.E. �- oArt: sizeiDO KA. Ao, issiT 350 Y1bsNNOad �� Gm� 8441 Wayzata Boulevard Minneapolis, MN 55429 I�ISB �.� 9,2- fi4U4800 AAllA imvg I= PATE 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 3001 136911.479 41489.845 19.4 m 3002 136908.698 41476.692 8.4 m 3003 1 136904.480 41476.299 30 m 3004 136916.966 41452.868 0.9 m 3005 136895.056 41459.644 0.9 m 3006 136906.334 41434.012 10 m 3007 136900.156 41459.306 15 m 3008 136874.291 41476.197 10 in 3009 136910.686 41475.265 21.2 m 3010 136892.289 41513.390 21 m N0. DATE RT DHK REVISEONS Design y° RCH /J BB P,tlm By: i merry l4Ann nmr Twu PEAR, aceinunm. a R"r us FSErMSED BY m ma W SMECr SPNSYISICH W MAI 1 r A D4T IESISMID PAnSSMA EKIKER MA IRE USS s of STATE OF ..NESDTA � � f 1 f----.��..��,, < !�✓�� ,rvv+•w�" JEFF M. STEWART, P.E. �- oArt: sizeiDO KA. Ao, issiT 350 Y1bsNNOad �� Gm� 8441 Wayzata Boulevard Minneapolis, MN 55429 I�ISB �.� 9,2- fi4U4800 AAllA imvg I= PATE 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS �• Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET s8 OF 136 SHEETS Cwic /JLB Cities of Shorewood & Chanhassen Minnesota INTERSECTION DETAILS S.P. 1008 -58 cnecHOtl By; JWS ApprCVetl y: JWS m • • m N 0 O i 0 N j POINT 2015 STA. 63 +994.49 WB 33.25 m LT STA. 64+009. WB 8.26 m LT POINT 2014 STA. 64+010.38 W8 7.50 m LT STA6264+015.17 WB Trunk Highway 7 / Trunk Highway 41 POINT 2006 STA. 64 +288.25 WB POINT 2012 II 82.37 m RT II STA. 64+015.82 WS STA. 15+670.48 NB II 12.00 m LT T . 1316 m L I I STA. 64+016.40 WB STA. 64 +260.62 WB STA. 64+016.69 WB EL. 302.79 I I 28.44 m LT 26.17 m LT 11.82 m LT EL. 302.52 (GUT. EL. STA. 15+670.48 NB EL. 302.61 (GUT. EL.) 3.0 m LT POINT 2013 EL. 302.79 1 STA. 64+014.90 W8 POINT 2001 1 I POINT 2002 7.50 m LT STA. 63 +994.49 WB 1 STA. 64 +275.13 WB STA. 64+015.77 W8 33.25 m LT I 1 23.19 m LT 7.32 m LT i STA. 63 +997.73 W8 I I STA. 64 +274.35 WB STA. 64 +275.46 WB 10.48 m LT I 8.20 m LT 17.63 m RT STA. 64+014.90 WB 6.60 m LT EL. 302.97 _ ___� EL. 3023.72 (GUT. EL. EL. 303.10 (GUTTER EL -) I I X Om 5 m 10m 20m i I I s` \STA. 64+010.38 WB \\ STA. 64 +259.00 WB I 1 6.60 m LT SEE ISLAND "D 1 I 14.75 m RT 1 EL. 302.95 STA. 64 +224.77 EB ISLAND I'D" 1 1 .94 m LT - STA. 64 +191.95 ES \\ 1 1 q +3()�r -� 17.08 m LT \ I I �A- ( 1'H• STAI 64+08.66 EB 11.66 m L. -.►_ - �' -PO I T 20 8 - i I ri ()X160 64+088.65 E8 6 IX ! 10416 m dT POINT 2007 1 STA. 64+225.80 EB r-��_• 1 9.30 m LT r r r - POINT X Y RADIUS EB MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 2001 136776.892 41758.126 23 m 2002 136837.127 41757.596 15 m 2003 136779.030 41678.848 15 m 2004 136895.391 41629.615 75.2 m 2005 136777.271 41634.221 83.8 m 2006 136839.098 41817.919 100.6 m 2007 136795.594 41713.840 2.1 m 2008 136827.171 41719.540 1.5 m 2009 136850.741 41704.167 1.5 m 2010 136821.308 41698.033 3 m 2011 136818.593 41670.283 1.5 m 2012 136801.860 41740.782 0.9 m 2013 136801.653 41736.196 j 0.9 m 2014 136797.164 41735.472 1 0.9 m 2015 136776.892 41758.126 1 23 m 1 I \ 1 1 I _ 1 64+.2p0- -_ 1 I 1 1 STA. 64 +204.15 EB 1 r 7.30 m RT 1 II r I STA. 64 +215.31 EB 1 I 12.77 m RT 1 EL. 302.65 (GUT. EL.) r POINT 2003 1 I 1 I STA. 64 +204.15 E8 r 22.80 m RT 1 I STA. 15+505.41 EB 1 I 10.2 m LT 1 I EL. 302.79 (GUTTER EL.) 1 I 1 I 1 1 1 / 1 I 1 r 1 I 1 1 r 1 I 1 I II 11 POINT 2005 y STA. 64+195.69 EB 66.65 m RT ST4. 64 18 e23 EB 8.72 m L EL 30�Ct6 STA.-.4+226.46 EB 11 . 0 m LT _ �- EL4 302.8. StL. G4,Vp0 5.91 EB 0 m LIT DELI 303.1 0 i I I I I JI3 ISLAND E \\ STA. 64 +109.50 EB MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET \ 7.20 m RT Trunk Highway 7 / Trunk highway 41 59 �� an By: Cities of Shorewood & Chanhassen a \ EL. 303.06 JWS d� FAX 541 -1760 Muw6SOia S.P. 1008 -58 136 SHEETS \ POINT 2009 JWS u�tt 5/26/00 1651 INFRASTRUCTURE - ENGINEERS - PLANNERS \ STA. 64 +109.50 EB \ 8.70 m RT \ STA. 64+079.58 EB \ 7.20 m RT SEE ISLAND "E" \ EL. 303.07 \ \ POINT 2010 \ STA. 64+079.57 EB STA. 64 +128.13 EB \ 10.20 m RT 15.63 m RT \ \ STA. 64+076.63 EB EL. 302.91 \ 9.62 m RT \ EL. 303.07 POINT 2004 \ \ STA. 64+110.05 ES STA. 64 +138.67 E8 \ 10.10 ITS RT 90.0 m RT \ EL. 303.11 STA. 64 +254.80 EB \ POINT 2011 7.2 m RT STA. 15+617.750 SB \ STA. 64 +241.97 EB 0 m RT 37.22 m RT 303.09 L \ STA. 64 +240.50 EB STA. 64 +253.30 EB . 15+617.750 SB \ 36.93 m RT 14.7 m RT 0.0 \\ EL. 302.90 EL. 303.05 \ STA. 64 +243.18 ES STA. 64 +240.50 E8 \ 38.12 m RT STA. 64 +245.20 EB 36.93 ITS RT \ EL. 302.98 13.1 m RT EL. 303.06 \ ------------------ ISLAND E sign. y: RCH /J BB I HIPUT QWIWI MAT MIS K" SAECIFICATIOM N KMT to PIWFAIEO by M LIM 350 Westwood Lake 01IIce MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET r OINECI SAFM 151e1 AND MAT 1 w A (XV 1ECISIFWE) PWtSS10111 EIWMUR LAW ME urs m ME s AIE or nwEwrA !'; / � 8441 Boulevard Minneapolis, MN 55426 WSB 612511.4800 Trunk Highway 7 / Trunk highway 41 59 �� an By: Cities of Shorewood & Chanhassen a INTERSECTION DETAILS ackea ByCWK�JLB JWS d� FAX 541 -1760 Muw6SOia S.P. 1008 -58 136 SHEETS JEFF 0. STEWART. P.E. p1'oveC y: JWS u�tt 5/26/00 1651 INFRASTRUCTURE - ENGINEERS - PLANNERS � 0 STA. 30 +254.967 11.15 m LT POINT 1012 STA. 30 +254.61.0 10.23 m LT STA. 30 +253.781 10.63 m LT STA. 30+252-53/ 7.62 m LT POINT 1013 3 STA. 30 +254.23 �m 6.80 m LT m No. DATE BY CHK REV; 0 0 u 0 N Lake Linden Drive / Frontage Road X MATCH EXISTING MATCH EXISTING Om 5 m 10 20m SEE ISLAND "C" SEE ISLAND "B" SEE ISLAND "A" STA. 30 +242.53 MATCH EXISTING 7.60 m LT EL. 302.94 (GUT. EL -) STA. 30 +286. POINT 1001 C3 C3 1z 4.80 m RT STA. 30 +237.84 EL. 303.88 10.80 m LT •�� STA. 30 +287• �`• 5.83 m RT STA. 30 +237.84 i ' ` EL• 4.80 m LT EL. 302.96 (GUT. EL-) r� 1 POINT 1004 / 1 STA. 30 +286. -- 5.82 m RT / - STA. 30 +273.10 15 +708.50 N 4.80 m RT 3.0 m LT ( EL. 303.55 (GUT. EL -) EL. 303.14 POINT 1003 /. STA. 30 +273.10 14.82 m RT STA. 30 +262.53 11.70 m RT ox EL. 303.01 (GUT. EL.) STA. 15 +708.50 0.00 fp /• EL- 303.15 / STA. 30 +216.15 4.80 m RT EL. 302.84 (GUT. EL -) PO NT 1002 X POINT 1005 8.51 m LT STA. 30 +287.59 STA. 30 +288 POINT 1015 7.20 m LT 6.80 m LT STA. 30 +260.78 POINT 1007 STA. 30 +290 STA. 30 +271.51 STA. 30 +271.51 6.33 m LT 7.20 m LT 6.20 m LT - 41756.807 10 m STA. 30 +288 STA. 30 +270.56 41768.805 4.80 m LT 6.45 m LT 136842.987 EL. 303.92 2 m 1006 (GUT. EL.) STA. 30 +270.47 POINT 1006 POINT 1014 6.05 m LT STA. 30 +271.41 STA. 30 +259.52 1008 5.80 m LT STA. 30 +256.81 6.80 m LT STA. 30 +271.41 1009 7.25 m LT STA. 30 +259.52 4.80 m LT 0.5 m 1010 EL. 303.51 (GUT. EL.) 0.5 m 1011 ISLAND "A" 41785.684 0.5 m STA. 30 +278.31 STA. 30 +282.70 STA. 30 +277.64 17.41 m LT 16.31 m LT 14.80 m LT 41771.605 2 m 1014 136814.246 POINT 1009 STA. 30 +273.42 1015 STA. 30+282.58 15.86 m LT 1 m 15.82 m LT STA. 30 +283.07 STA. 30 +272.81 15.70 m LT 15.50 m LT STA. 30 +282.84 STA. 30+272.69 14.78 m LT 15.02 m LT POINT 1008 STA. 30 +273.30 POINT 1010 POINT 1011 15.37 m LT STA. 30 +282.36 STA. 30 +273.18 14.90 m LT 14.90 m LT STA. 30 +282.36 STA. 30 +273.18 14.40 m LT 14.40 m LT ISLAND "B" STA. 30 +254.967 11.15 m LT POINT 1012 STA. 30 +254.61.0 10.23 m LT STA. 30 +253.781 10.63 m LT STA. 30+252-53/ 7.62 m LT POINT 1013 3 STA. 30 +254.23 �m 6.80 m LT m No. DATE BY CHK REV; 0 0 u 0 N Lake Linden Drive / Frontage Road X MATCH EXISTING MATCH EXISTING Om 5 m 10 20m SEE ISLAND "C" SEE ISLAND "B" SEE ISLAND "A" STA. 30 +242.53 MATCH EXISTING 7.60 m LT EL. 302.94 (GUT. EL -) STA. 30 +286. POINT 1001 C3 C3 1z 4.80 m RT STA. 30 +237.84 EL. 303.88 10.80 m LT •�� STA. 30 +287• �`• 5.83 m RT STA. 30 +237.84 i ' ` EL• 4.80 m LT EL. 302.96 (GUT. EL-) r� 1 POINT 1004 / 1 STA. 30 +286. -- 5.82 m RT / - STA. 30 +273.10 15 +708.50 N 4.80 m RT 3.0 m LT ( EL. 303.55 (GUT. EL -) EL. 303.14 POINT 1003 /. STA. 30 +273.10 14.82 m RT STA. 30 +262.53 11.70 m RT ox EL. 303.01 (GUT. EL.) STA. 15 +708.50 0.00 fp /• EL- 303.15 / STA. 30 +216.15 4.80 m RT EL. 302.84 (GUT. EL -) PO NT 1002 POINT X STA. 30 +216.15 8.51 m LT 1 1E1ERT CERTIFY THAT IRIS RM. SRC;E;CAT;ON• 0 RFPaa RM PrOMW OT 01 GOER w 01AREV URMIS1a 110 nur ; w A aR. RECIZIEREO Elozss;aAY EwlMal 1Eeu mE LM 0 TM STATE OF WeESMA. 1 _ r1 ��•� �y ,' 11�.i / �'dA "+. " ... vWV ✓/� 14.80 m RT POINT 1015 MINNESOTA DEPARTMENT OF TRANSPORTATION STA. 30 +223.47 STA. 30 +260.78 41766.778 21.67 m RT 7.57 m LT 136789.893 EL. 302.52 (GUT. EL-) 10 m STA. 30 +261.66 136833.169 41756.807 10 m 7.24 m LT 136844.229 41768.805 \ STA. 30 +261.28 1005 136842.987 6.11 m LT 2 m 1006 136826.586 41776.425 1 m POINT 1014 136826.588 41776.837 STA. 30 +259.52 1008 136826.126 STA. 30 +256.81 6.80 m LT 0.5 m 1009 7.25 m LT STA. 30 +259.52 41788.834 0.5 m POINT X Y RADIUS 1 1E1ERT CERTIFY THAT IRIS RM. SRC;E;CAT;ON• 0 RFPaa RM PrOMW OT 01 GOER w 01AREV URMIS1a 110 nur ; w A aR. RECIZIEREO Elozss;aAY EwlMal 1Eeu mE LM 0 TM STATE OF WeESMA. 1 _ r1 ��•� �y ,' 11�.i / �'dA "+. " ... vWV ✓/� 350 ""a1ayza ° °v B44, Wayzata Boulevard WCQ Minneapolis, MN 55428 �Vi/ - 812Ul -490p &Asaxla"I= FAX 601.1700 INFRASTRUCTURE - ENGINEERS - PLANNERS = Trunk Highway 7 /Trunk Highway 41 Cities of Shorewood & Chanhassen Minnesota MINNESOTA DEPARTMENT OF TRANSPORTATION 1001 136791.419 41766.778 6 m 1002 136789.893 41733.126 10 m 1003 136833.169 41756.807 10 m 1004 136844.229 41768.805 1 m 1005 136842.987 41781.502 2 m 1006 136826.586 41776.425 1 m 1007 136826.588 41776.837 1 m 1008 136826.126 41786.172 0.5 m 1009 136835.033 41788.834 0.5 m 1010 136835.033 41787.882 0.5 m 1011 136826.124 41785.684 0.5 m 1012 136791.845 41701.750 1 m 1013 136809.006 41771.605 2 m 1014 136814.246 41773.703 2 m 1015 136815.251 41774.889 1 m 4.80 m LT ISLAND "C" e31 n Q y RCH /JBB 1 1E1ERT CERTIFY THAT IRIS RM. SRC;E;CAT;ON• 0 RFPaa RM PrOMW OT 01 GOER w 01AREV URMIS1a 110 nur ; w A aR. RECIZIEREO Elozss;aAY EwlMal 1Eeu mE LM 0 TM STATE OF WeESMA. 1 _ r1 ��•� �y ,' 11�.i / �'dA "+. " ... vWV ✓/� 350 ""a1ayza ° °v B44, Wayzata Boulevard WCQ Minneapolis, MN 55428 �Vi/ - 812Ul -490p &Asaxla"I= FAX 601.1700 INFRASTRUCTURE - ENGINEERS - PLANNERS = Trunk Highway 7 /Trunk Highway 41 Cities of Shorewood & Chanhassen Minnesota MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET so OF 136 SHEETS P Ion By: CWK /JLB INTERSECTION DETAILS - S.P. 1008-58 Chocked By: - JWS :J JEFF W. STEWART. P.E. o.rE: 6�2ai00 REC..m 16511 A001'oved By- JWS • • • 313 312 311 310 309 308 307 306 305 BENCH MARK ELEV 299.808 I 6T CMK REVISIONS We l on By: RCH /J 88 I REDS DDITITT MST IRIS 0.Y!. SMIi1QTION, a Raw INS RRPARED 61 DT IIeER N DeEST SOM131M w TRST 1 w A Dur Ru1S1eRD MRESMINK EIISIIEaI ueu TM[ un T!E STA)E a RINKSDTA 350 �Ayza t Boulevard 8441 Wayzata BouleveT'C ' ' MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET . ' ' ' ' ' T 1 4,j�yay J 1 S T m' 1• Minneapolis, MN 55426 - ' . ' ' ' ' 61 . . . ' - - Cheeketl By: - - . BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 182.05. 70 FT SSE OF EB TH 7 Cities of Shorewood & Chanhassen BENCH MARK ELEV 303.76 . . Mn /DOT DISC 1004H AT TH 7 MP O SCHOOL' �.5 ENTRANCE TA 15+ STA 2 89:319 ±000. 00 . . . . . . . . . . . . . . . . . . . . Approved By: �'+ 1 AkAmaciadMAAAT: •gh. ay I .S $ . . . . . . . . DATE, %izsiDa KD, ,m )6517 INFRASTRUCTURE - ENGINEERS - PLANNERS Mn /DOT DISC SHORE AT TH 7 MID 181.75. 350 FT W OF ORIOLE AVE 313 313 -I to . . . . . . ... I .. . . . ... . . . ... ... . . . . . . . . . . . . . . . . . . . . . ... . . . ... .. . . . . . 182.05, 70 FT SSE OF'EB TH 7 ... ... ... ... 312 312 Q . . . . . . . . . . . . . . I . . . . . ROPOS O.G. . . . ¢.CH . . . KA.RO STA. D -STA 5 +353. 0+000. 58 . 00. V A = 15+142. . . . . . . . . . . . 311 31 1 ... .. LU J . . . . . ... . . . . . . . . . . . . . . . . . I. ... ... ... ... VP I . L . _. 3.7 i. 620 . ... . . . . . . ... . . . ... . . . ... . . . . . . . . . ... ... . . . 310 310 . . . . . . . . . . . . . . . . . 309 . . . . .. . . . .. ... . . . ... ... .. . . . . . ... OR 1, G N.AL C ... UNO . ... . . . ... . . . ... CURVE LEN -= 460.00 I .. . . . .. .. ... . . . ... . . . ... . . . ... . . . ... . . . ... . In c . . +. ... 308 308 ... . . . ... . . ... .. . . . . . . . . . . . .. ... ... ... ... ... .. .. ... ... .. ... .. . . ... ... ... .. . . . . . ... ... ... . . . . . . ... . . . O.. + . . 313 ... W. .. . . . . . . . . . . . . 306 306 . . . . . . . . . . . . . . . ... ... ... .. .. ... � .. wou ' �. . . . . . . . . . . . . . . . . 305 305 ... . . . . .. . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . .. . . . .. . . . ... . . . .. . . . . . . .. . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . .. ... . . . . . . .. . . . . . . . . . + ?.. . . . ... . . . ... . . . ... ... . . . .. . . . . . . . . . . . . . . . �.. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . m .' oZ . ' .� ocn ' . ' .\oo aIoJ T-1. O ^P 00 ) 1` Ci 0; p L. .O i. .p .4. .p p n m v a �. .N .O. :tl . m .p 0 0. .p uEI.. In pp O . N v- .O 0. .O 312 0. .O v`• 'O i . U. ... ... .. .. ... .. ... ... .. ... ... ... . . . . . . . . . . . . . . . OPOSE GRADE O.mTT .0 ERLAY N . 311 ... ... ... ... ... ... ... ... ... ... ... ... .. W.. BEGI 4 GON TRU TION . . . . . . . . . . . . . . STA 1 +935:0 0. . . . . . . . . . . . . . . . . . . . . 310 . . . . . . . . . . . . . ELEV 09.038 . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ORIGIN L GRO NO 309 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 308 ... ... ... ... ... ... . _ .. ... ... .. .. ... ... ... .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... JrLn ... .. . ... ... ... ... ... ... ... ... ... ... ... ... : ... ... ... ... ... ... 307 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .11 ... .. ... . . . ... . . . ... . . . ... . . . ... . . ... . . . . . . . ... . . . ... . . . ... . . . . . . ... ... . . . . . . ... . . . . . ... ... ... ... . 306 . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... .. r,. a ... ... ... ... ... ... ... ... ... ... ... ... . .. ... .. ... ... 305 .. ... ... .. .. ... ... ... ... ... ... ... ... ... ... O .;o Q D ! c C ..� , . N c Q C.. . . � 6 !�1 tl) 0 �.. .� KI 4'AD . . aQ !Z• N ;1i O p. . . T In N . . ..N . . . � f ) On 00. . .p _ 00. 00. .� 00. � 00 p. 00+ ..� Ca I p p 0 . a; .p . .tl ^a, p. . .p0. a, ai . .p .� m p. . .p .� a, C. O .� a a, O C-+ 00c .Q 00 . 000 . . . . U00 . 00 . 00 O 6p6 O0 O0 0 . c.0N C) 0* C 313 312 311 310 309 308 307 306 305 NO. BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP 181.75. 350 FT W OF OR[OLE AVE I 6T CMK REVISIONS We l on By: RCH /J 88 I REDS DDITITT MST IRIS 0.Y!. SMIi1QTION, a Raw INS RRPARED 61 DT IIeER N DeEST SOM131M w TRST 1 w A Dur Ru1S1eRD MRESMINK EIISIIEaI ueu TM[ un T!E STA)E a RINKSDTA 350 �Ayza t Boulevard 8441 Wayzata BouleveT'C i �:: Trunk Highway 7 / Trunk highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET . ' ' ' ' ' T 1 4,j�yay J 1 S T m' 1• Minneapolis, MN 55426 - ' . ' ' ' ' 61 . . . ' - - Cheeketl By: - - . BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 182.05. 70 FT SSE OF EB TH 7 Cities of Shorewood & Chanhassen . . O SCHOOL' �.5 ENTRANCE TA 15+ STA 2 89:319 ±000. 00 . . . . . . . . . . . . . . . . . . . . Approved By: JEFF W. STEWART. P.E. AkAmaciadMAAAT: . . . . . . . . . . . . . . . . . . . . DATE, %izsiDa KD, ,m )6517 INFRASTRUCTURE - ENGINEERS - PLANNERS 313 313 -I to . . . . . . ... I .. . . . ... . . . ... ... . . . . . . . . . . . . . . . . . . . . . ... . . . ... .. . . . . . ... ... ... ... ... 312 312 Q . . . . . . . . . . . . . . I . . . . . ROPOS O.G. . . . ¢.CH . . . KA.RO STA. D -STA 5 +353. 0+000. 58 . 00. . . . . . . . . . . . . . . . . . 311 31 1 ... .. LU J . . . . . ... . . . 8 ... mM1 OV . . RLAY . . . . . . . . . . I. ... ... ... ... ... . . . ... . . . . . . ... . . . ... . . . ... . . . . . . . . . ... ... . . . 310 310 . . . . . . 2 V . Q . . . . . . . 309 309 . .. . . . .. ... . . . ... ... .. . . . . . . ... OR 1, G N.AL C ... UNO . ... . . . ... . . . ... . . . ... . . . .. . . I .. . . . .. .. ... . . . ... . . . ... . . . ... . . . ... . . . ... . In c . . +. ... 308 308 ... . . . ... . . ... .. . . . . . . . . . . . �.. 307 307 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . W. . . . . . . . . . . . . . . . 306 306 . . . . . . . . . . . . . . . wou ' �. . . . . . . . . . . . . . . . . 305 305 ... . . . . .. . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . .. . . . .. . . . ... . . . .. . . . . . . .. . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . .. ... . . . . . . .. . . . . . . . . . . . . ?.. . . . ... . . . ... . . . ... ... . . . .. . . . . . . . . . . . . . . . �.. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . m .' oZ . ' .� ocn ' . ' .\oo aIoJ T-1. O ^P 00 ) 1` Ci 0; p L. .O i. .p .4. .p p n m v a �. .N .O. :tl . m .p 0 0. .p J p. O In pp O . N v- .O 0. .O O,. .O 0. .O v`• 'O i . U. NO. I DATE I 6T CMK REVISIONS We l on By: RCH /J 88 I REDS DDITITT MST IRIS 0.Y!. SMIi1QTION, a Raw INS RRPARED 61 DT IIeER N DeEST SOM131M w TRST 1 w A Dur Ru1S1eRD MRESMINK EIISIIEaI ueu TM[ un T!E STA)E a RINKSDTA 350 �Ayza t Boulevard 8441 Wayzata BouleveT'C i �:: Trunk Highway 7 / Trunk highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P I on By: CWK /JLB _ ( ! / SB Minneapolis, MN 55426 .v TRUNK HIGHWAY 41 - STA 14 +936 TO STA 15+450 61 ' - - Cheeketl By: /��+�'/ - Cities of Shorewood & Chanhassen JWS 612.641800 PROFILES 136 Approved By: JEFF W. STEWART. P.E. AkAmaciadMAAAT: FAX 541.1700 Minnesota S.P. 1008 -58 SHEETS JWS DATE, %izsiDa KD, ,m )6517 INFRASTRUCTURE - ENGINEERS - PLANNERS u • c • m N pm O a a a a N BENCH MARK ELEV 299.808 BENCH MARK ELEV 303.76 Mn /DOT DISC 1004H AT TH 7 MP T •g ay. 1: S $ Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE _ . _ 182.05, 70 FT SSE OF EB TH 7 J,, . . . . . . . . . b SEVEN FORTY ONE CROSS LNG . . . . , . . . . . . . ST .50+0 TA I5 0.000 69.478 . . . . . . . . . . . . . 308 308 . . . . . . . . . . . . .00. T H..7. g. . . . . . . . . CJ .O th. RA STA 0+000. 00 ._. STA 6 +23 -0.3 0, _ . 307 . . . v . . . . . . . ��. . . TA 15 60:34 STA 5+633. 1.7. 307 + M . . . . . . li 11 .O.co. w. . . o° °,. . . . . . °o . . . . . . °o ' . . . . . . 306 306 . . . . . 1— N I F v. �. 320 SURFACING + ) o "' n of a I . . . . . . . . . . 305 LU , a I 305 _ p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� . ._ . . . 25 PROPO E D . GR . . . E . . . . . (A5 a. a N a tA . . . . . . . . . . . . 304 304 a ? . . . . . . I NAL _ . . a > 1.0 d > a > t. 9�. . . . . . . . . . . . . .. 303 303 5:5 m L' 1.1'@ '375' 1'.55% 'RCP . . . 600 GRANU SELEC AR . . . . . . . . . . . . . . . . . 302 . . . . . . . . . . . . . . . . . . . . Lp'N a 302 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VP I' ST = 15 40:00 . . . . . . . V I'STA' +� + 95+61 .000. M• . . -�. . . . . . . . 301 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VP I• EL 303. 23. V I EL '= 307.96 . . .II II. . . . . . . . . . . . 301 CURVE EN 7 .000 C VE LE = 30.000 �. - . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K. = 47 E = 0. 727 28 . . . . . . . . . . . . . . . K E =.1 4..2 =.0.07 2. N w LJ �. . ... . . . . . . . . . . . . . . . . . . 300 300 . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. t0 .00. .'X'. ;z .� .00. ES) t0 >-.. .Q• .O .Y' ,- �. .Ln 0- .o x. LD .0) y � 0. .00. ;: C.1 .ti F . .P .O i+1 !n - . .Q .� L. .0c. F+^, .- Q 7. .N ` . .P . .O IX: M _. .O <_. .� `. .O rr; (v U) C ' m K'. .� U. .0 M W co CO Q �. .� r� .O M EV V Cry. n MJ M G. . .0 N) h M .v M .� r_ . . .O M ni .M .M'„ V. . .O N) _. .N .M �-.. .O f+i O. ^ hr .� p. .0 �. .O N. .N :,. .O M �. .O .� J. .O .r) N. O. M . 15 +500 15 +600 BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP . . . . ' ' . . . Fr . . . ntag d N rthb iit . . . . . . . . ... . . . ... . . . . . . . . ... ront ge Road Sou d BENCH MARK ELEV 303.76 Mn/DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W Of ORIOLE AVE .Ro 182.05. 70 FT SSE OF E8 TH 7 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . - . . . . . . . . . . . . . . . . . - . . . . . . . . . .. . . . . . . 307 307 . . . m . . . . . . . . 306 306 M �o + 04 M M �o m M Q Op0 i M? Q� M °po i M ap M . . 305 305 . . . . . . . . . . . . � 1! . . . . . . . II . . . . . . . . . . . . . . . . . . . . . . II II It -J E it - w 32 nrry SURFACING II � I - w 325 SURFACING NG . . . . . . 304 Y a cJ a 80 mm OVE LAY a w 304 (MI L, 5, 0. 1$ 1NG,PA EMFNT) > ^ <MILI 50 mm X[STIN PAVE NT1 N> `n> .EX PROP GRAD SEO .> > L;16 4 . - - - - - - - - - - cY > . PR GR OSED DE - > . - -. - - - - -, -. - - - _ - 303 303 Z O . OR{ GROUND INAL . Z �. 9 o U ti - - - p . 2. . OR1G1 Al GR UND 302 302 U �. b, v / a . . . . . . . . . . . . . . . . . . . . . . . . �w �� . Z li O N 6 mm 5 + LECT . O` + M. ^. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��o Z.11 M .O Q mm- SE o ECT Z c. m V a . . . . . . 301 600 301 OF �` . . . . . . . . . . ::- Q V3 tj a it O.� �. . . . . . . . . . . . . . . . . . . . . . . . . . J W VP I S A,_= . 8I . 4 1 . Zap . . . . . . . . . . . 300 300 a a . . . . . . PI 'EL URVE L - 302:6 N 3 2 .000. �. Z a W > �. Q_ > . . . . . . . . . . . . . . . . . . . . . . CURVE K =' 7 LEN = 500. 0.000 U Z a IL » w a . . . . . . . . . . E = 0 1'50 .. . . . . . . . . . _ .0. 1 . . . 4. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N! N 0p. M Q)N ` .- .N .0+ M M Q+ N. .N O �'� M N a .N =: O :') M. 4 O)t:` ti_ N .0 +•: M CO .. .� J. .O t�) M G ti ^ -• ^ n-. : �. N+ :+; !+) n � . N'. O NF1 M !+' M aD+ !+) M M! M O !.) M c. O`; +•• M M L. M N1 15+700 1 + 00 Na. oArE BY cMN REV,stoas Design Y= I xwY cane nar ats YW. srEanana. a YEYOr We Nvw m a vas RCH /J BB n titan APYERNISIa AWI INAr I w A MV NECISIENa NYI6ESSI01Al ENGINEER QUE TIE U V rIE rAIE 6 YINYEGERA ., P I an By- ^I -� CWK /J LB > cneccac BY: K/J `I✓ ' JEFF W. STEWART. P.E. Approved By: GAU, 5/26/00 Kc. NG, +es)r J ws 41�7aiWOOd �� ��� a4a, vVayza(a Boulevard> MMrbapolie, MN 55426 WSB 61234b4500 &damolomIm FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Trunk Highway 7 /Trunk Highway 41 MDVNESOTA DEPARTMENT OF TRANSPORTATION SHEET 62. OF 136 SHEETS Cities of Shorewood & Chanhassen 7�,���,,,, 1V1111LLeSOtS TRUNK HIGHWAY 41 - STA 15+450 TO STA 15+620 PROFILES S.P. 100858 C O c 0 C BENCH MARK ELEV 299.808 Mn /DOT .DISC 1004H AT TH 7 MP ' . ' ' ' . . . - .HI 7� 11W`CL 7 + OU11 - . .. . BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP ; 181.75. 350 FT W OF ORIOLE AVE . ,e.St 182.05. 70 FT SSE OF EB TH 7 . . . . , . . . . . . . . Q FR NTAGE ROADS STA-15+657-.C71 E = IUAT ION . . . . . . . . . . . . 306 . . . . . . . . STA 6 +239:2 0 306 . . _ STA. +220. BEG 11, mn OVERLAY.- I m <. r F ONTAGE ROAD'N STA'1 +659'. 39 '_ 30 VP STA = 64 +137 045 J MILL 50.rtm EXISTI G. PAVEMENT). 1. m n STA 64 +25'1 365' 305 . . . . . VP EL. 03 -.344 . . . . . . . . . CU K VE LEN 67. 59 = 100. )CO . 40 -OVER AY . . . . . I . . Q + + . _ 3 . 304 304 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1. . . . Tx . . . . - -- . . . - - . . . . . -0.3 t . I , . tO. I . .PROP . . SED GRADE . . . . . . . . . . . . VP I EL CURVE K' = 19 = 302.802. EN - _ .'Z88 0: 000 . . . p . I n . . + . . . . . . . . . . . . . . . . 303 03 - 1 . ... . . . ... . . ... ... . . _ - �. o. . . . ... ... ... . . . .. . . . . a. ma~o . . . . . . . . . . . . . . . .m �M. IGIN L`GROU D. . . . . . ... Q ... ... . . . ... . . . 302 30 . . . . . . . . . . . . m . +... [� BEGIN ST NST UCTI N P M °.°^ N cN. 01. . . . .8D mm OVE LAY. . . . . to . . . . . . . . . . . . . . . . . . b4 +13 :559' 301 . . . . . . . . . . . . t�DC EL V 303.169. . . . . . . . . . . . . . . . . P .II °On. . . . . . (MILL SO EXIS I.NG P EMENT Z . 301 . . . . . . . . . . . . ruI- sn -II W . . . N W I__ . .a r.� NW. . . . ... . . . ... . . ... . . . . . . ... J . _.. ... . . . . . . . . ... . . . ... . . . . . . ... . . . 300 a. U U V 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . > > . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q . . . . . . . . . . . . . . . 9 . . . . . . . . . . . . . . 99 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298 8 ti - Q 7 N. p. N1 m m tf). .m N N 0. .00 m 01 w. .r N . .0 M 01 t -_. .� N N c.. Co. N1 M O rti Or �. .m N NSM 0 tr) M 01 tD rr. .O f,. Co. R� M1 N i_; t� .0 K) M �. .M .0. .0 r+'+ tv O N Ir. .� c'. .0 In :� .- �. 0. .0 n� S .- N •_. .N M trT. .� 0. .0 :'1 f: O N. .N .. 0. . .0 n7 O i 0. . .O N '^- c _ .� O. .0 c;' .� -. . .0 m O Y. .� 0. . .0 M <D N 0. .O ryy. .� 0. .0 �": s? N C.. .91. � �. .p M N 01 ' On r` N L.. O r: (D '.n 0 N _ O N In N O ') m n m N O ;+ N ho J N. Oi O m NI O:, r"; to I- _ NI 0.�. ,l Mi m LD Ni Oi M .0 LD +t NI O; Mf "' (D O' n Ni ^.. OI- a Mi OY d '.. . NI 0 r7 K . . . . . . . . . . . . . . . . 64 +100 64 +200 64 +300 BENCH MARK ELEV 299.808 . . . . . . . . . . . . .. . . . . . . BENCH MARK ELEV 303.76 Mn /DOT DISC 1004H AT TH 7 MP ' ' ' ' ' Hi %1�V 7. Olin . - - - Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE ' 182.05. 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . ... . . . ... . . . ... . . . .. . . . . . . ... . . . ... . . . ... . . . ... .. . . . . . . ... . . . ... . . . ... . . . ... . . ... . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... 306 306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T. H SB S STA. A 1$±6 64 +.2 3. Q17 4.340 �. I. T. H TA 6 7 NB ,S +238.,6 A- 1.54.6 1. 4.440 =. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 305 . . . . . . . . .I . . . 305 . . . . . . . . . . . . V I STA = 64+1 8. GOO . . . . . . . . I. . . . . . . . . . C . . . . . . . . . . . . V C I EL RVE L 303.1 N' =' 60 0. 000 .I I. .I 0 mm. MILL.5 ERLAY .rrm E IST.ING PAVEME . . T.I . . . w . - p 304 304 . . . . K = 4 -PROP ED GR DE . . . . . . . . . . . . . . . . Iy 1 . . . . . . . . . . . . . . . . E = 0.0 4. . _ . . . . . . . . . I..I 0. 07 . F . M 3 3 x 303 o °, . . OR I G,I AL .GRO ND . ... ... ... ... .. . . . . . . . . . . . . . . . . . _ . . . . . . -- . . . . . -- . . o°o . . . . . . a° .N M (D- N. ... ... . F N . ... ... 2 302 . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . SE S!!.,64+ IN :C: STR ICTIO II. II . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . a °. II. .. ... ... z .. J . . .. . . . . . . . t i 39 000 01 II r w. _ . . . . . . . . . N. . . . . . . . . . , . . . . . . a. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .cn V a. U. �. . . . . . . F Q . . . . . . . . . . . . . 300 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99 9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298 298 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . . ... . . . . . ... . . ... ... ... . . . . . . . . . . . ... . . . ... . . . . . . ... . . . ... . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . M M M m M e .O M .O .0 M N .0 M 1C1 .0 M (D .0 M lD . . .0 M f` . . .0 M G' m _ ^ 0. . .O N', M i": m f..' r C. .0 N` M -- Qr �V 0. . .0 N? M 1'- O N rvti.. .� r_. .0 N: M Z O r .NN M•. .� 0. . .0 M M �'r? u) �. .M = .0 M tfN N fr3 .M p. .0 Na M r N � M. .M _i. .O N� N M fr;. G. .0 N1 M G Q 0. .O �� M O Q L"'. . .0 N1 M .+'" - 0. . .0 M :;. .O :e, M ID .0 n•� M! 0. .O ^, M O. .0 n'? M 0. .0 !r; M 0. ri? . . . . . . . . +10 N. 4+ 0 b4+ 00 N0. DATE BY CHK REVISIONS •sign By: RCH /JBB P Ian By: xBav OR[II I IB.[ "IS r[e1 SPECIFICATION. A DRY FU a AEYW[ [AS [[rtsn[6 BY a ue[[ N. UU F.IkA[IS101 F Ks m .. �.. RCIiI[IS0 iv[SSISeL DIOICeI �[[� Ix[ u[s„p[ rx[ s[ If a nN[smA �.� „r ! 1 '// > - rw� r360 Vyb�od Lake Clfi� 8441 We BOUleverd y� 'w,�+ Minneapolis, MN 55428 W..78 �' � �• ��. Trunk Highway 7 / Trunk Highway 41 � MINN$SOTA DEPARTMENT OF TRANSPORTATION SHEET 63 OF CWK /JLB Cities of Shorewood & Chanhassen TRUNK HIGHWAY 7 -STA 64 +139 TO STA 64 +350 Checked By: JWS 1 ./ e,2sa,�eoo & Aamcia[tr, lie. FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota PROFILES S.P. 1008 -58 136 SHEETS �� JEFi e. STENART. P.E. 5/26/00 16511 ApprOVed By: JWS OA[C' M0, M01 • • • BENCH MARK ELEV 299.808 BENCH MARK ELEV 299.808 Mn /DO7 DISC 1004H AT TH 7 MP . . . . . ' ' Hl hwa 7 ast OL1I1 .. BENCH DISC ELEV rH 03.76 7 MP BENCH MARK ELEV 303.76 Mn /DOT DISC 1004H AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE Hig Wa J / �'St Ot121 . . . . . . . . . . . 182.05. 70 FT SSE OF EB TH 7 Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE . . . . . . . . . . . . . . . . . . . . . 182.05. 70 FT SSE OF EB TH 7 . . . 306 306 . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... ... . . . . . ... ... ... ... 305 305 . . . . . . . . . . . . ul . . . . . . VP 1. ST VP 1. k =.69 30330 370 0.00 IMILL.5 0.Irm,0 RL.AY rm EX PAVEMENT') . 304 m... ... ... ... ... 304 . . . . . . . . . . . . . . . . . . 3 . . . M ro edRVE K 11 = _ .997 . . . . . . . . . OPOSE GRAPE . . .V I. STA 64 +5 7.000 . . . . . . . . . . . . . . . . . . . . . . . 3 O... 6 ... ... ... ... . . . . . . + ROPOS D.GRAD GROUND o 1LL 50 nyn.EX1 T[NG AYEMEN ). c K RVE' L' E ='3:3 .1 .4 '= 60.000. 6. E S D C STR GTIO . . . .. . . . . . . . .. . . . . .. . ... .. . A 64+5 O.00O 302 p _ ELEV 16048!8, 302 . MT Lu Z . . . . . N m VP1 STA.= 64 +475 518 . . . . . . . . . . . . . . . . . . . . . . . . . V N . . . . . . . .VPI EL. = 01.531 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q 77 . D p CU VE LEN J= 9-0-0)(Y . . . . . . . . . . . . . . . . . 1n . . . . . . . END. ONST UCTI N. . . . . 3 0 Ln. v w. . . . 5 . . . . . . . . . . . . . . . . . . . . . 1 . . . 300 . . . . . . . . . w . . . . . . . . . as ». . . . . . . . . . . . . . . . . . . . . . In .vcw as >> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA 64+539.483 29 299 . . . . . . . . . Z + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-- F J F . . . . . . EL EV '300'. 443 . . . . . . . . . 298 . . . + m. . . . . . . . . . . . . . . . . . . a. . (L 1 707 . . . . . . . . 298 . . . ... . . . . ... . . . _ I . . . . . . . . . . . . . . . . . . .Q ^. ... . . . OR I I'NAL' OUNO . . . ... . . . . . . ... . . . . . . ... . . . m ... . . . `. . . . . . . . . . . . . . ... ... ... ... T .N Ip N G G7 •. .N C Q ::. .W N N V) Q' � . .� n N tr, N ti .� N N P- 0 � N N m. . . . . . . . P- ° r I N. .N . . . . . . . . . . . . . . . ... . . . M _ . . . . . . . . . . . . . . . . . . cL . . . . . . . ... . . . . . . . . . . . . .N II w. . . . . . . . . . . . . . . . . . . . . . . . N + i0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . } > U O. v .� O O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . } >, . . . . . . . . . . . . . . . . . . . . . . . .F . . .N J. . . LL. . . -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a a. ... ... ... .. ... ... ... ... ... ... ... ... ... > >.. .. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... ... ln- 6 Oo m0 O r. o N O ° O f.' a 9 ° In i rn )'V °1 o il N) ° V P P- - o D In i] . R . . n _ . cV N0. DATE By CHK REVISIONS OBSigfl 8y: I xEiETN CFREIFT ixaf Ix IS Kw. SxftIElCeTla. a war as PlefAl[e eT a aoEa SHEET RCH /J BB w onasr seNWVISIa Ni rxAr I w N Nar ulsrElao NxsESSIaK. Exclxla assn 3SO Nr1DStmod �0° 0�° MINNESOTA DEPARTMENT OF TRANSPORTATION By: .1 uxs Ur txE SrwE U MKSe1A1 W� e441 we„� Boulev rd Trunk Highway 7 / Trunk highway 41 64 CWK /JLB /O!]� ;,y { 1 / SB- Minneapolis, 55426 TRUNK HIGHWAY 7 - STA 64 +350 TO STA 64 +550 OF V Checker By: / , < -�,J., ,� �� 612.541 -1800 Cities of Shorewood &Chanhassen - PROFILES - 136 y JWS , �, -," JEFF W. STEWART, P.E. &AfrocicieAIm FAX 611 -1700 Minnesota Approved y• 5/26/00 6511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 100858 SHEETS JWS ME, Mo. Nor BENCH MARK ELEV 299.808 Mn /DO7 DISC 1004H AT TH 7 MP . . . . . ' ' Hl hwa 7 ast OL1I1 .. BENCH DISC ELEV rH 03.76 7 MP 181.75. 350 FT W OF ORIOLE AVE . . . . . . . . . . . 182.05. 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . 306 306 . . . . . . . . . . . . . . . . . . . . . . . . ... . . . ... . . . ... . . . ... . . . ... ... . . . . . ... ... ... ... 305 305 . . . . . . . . . . . . ul . . . . . . VP 1. ST VP 1. k =.69 30330 370 0.00 IMILL.5 0.Irm,0 RL.AY rm EX PAVEMENT') . 304 304 . . . . . . . . . . . . . . . . . . . . . . . . M ro edRVE K 11 = _ .997 . . . . . . . . . OPOSE GRAPE . . .V I. STA 64 +5 7.000 . . . . . . . . . . . . . . . . . . . . . . . 3 303 a N ORIGINAL GROUND o 927 c K RVE' L' E ='3:3 .1 .4 '= 60.000. 6. E S D C STR GTIO . . . .. . . . . . . . .. . . . . .. . ... .. . A 64+5 O.00O 302 p _ ELEV 16048!8, 302 . Lu Z . . . . . N m O. . . . . . . . . . 301 V N 301 D p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 0 v w. . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 . . . 300 . . . . . . . . . . . . . . . . . . . . . as ». . . . . . . . . . . . . . . . . . . . . . . . . .vcw as >> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 299 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-- F J F . . . . . . . . . . . . . . . . . . 298 . . . . . . . . . . . . . . . . . . . . . . . . a. . (L . . . . . 298 . . . ... . . . . ... . . . . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . .. . . . ... . . . . . . ... . . . . . . ... . . . ... . . . ... . . . . . . ... . . . . . . ... . . . ... ... . . . ... . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ... ... ... ... T .N Ip N G G7 •. .N C Q ::. .W N N V) Q' � . .� n N tr, N ti .� N N P- 0 � N N n? r .Q k� .N •. a0 .M N. .N X) aD -1 .N N. .N P- ° r I N. .N K1 O Cv .N Q M .m N P .o °) N ui). .gy ^. v O o :J . m O V �. Y M cV N0. DATE By CHK REVISIONS OBSigfl 8y: I xEiETN CFREIFT ixaf Ix IS Kw. SxftIElCeTla. a war as PlefAl[e eT a aoEa SHEET RCH /J BB w onasr seNWVISIa Ni rxAr I w N Nar ulsrElao NxsESSIaK. Exclxla assn 3SO Nr1DStmod �0° 0�° MINNESOTA DEPARTMENT OF TRANSPORTATION By: .1 uxs Ur txE SrwE U MKSe1A1 W� e441 we„� Boulev rd Trunk Highway 7 / Trunk highway 41 64 CWK /JLB /O!]� ;,y { 1 / SB- Minneapolis, 55426 TRUNK HIGHWAY 7 - STA 64 +350 TO STA 64 +550 OF V Checker By: / , < -�,J., ,� �� 612.541 -1800 Cities of Shorewood &Chanhassen - PROFILES - 136 y JWS , �, -," JEFF W. STEWART, P.E. &AfrocicieAIm FAX 611 -1700 Minnesota Approved y• 5/26/00 6511 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 100858 SHEETS JWS ME, Mo. Nor 0 O �m N 8 a a °o O N i BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP . . . . ' ' BENCH MARK ELEV 303.76 Mn /OOT DISC SHORE AT TH 7 MP 181.75. 350 FT W Of 0R10LE AVE . ' ' 182.05. 70 FT SSE OF EB TH 7 .... .. ... ... .. . . Middle ... ... School .. Entrance ... ... . ° _ ... .. ... ... Ch ... ska ... oa ... ... ... ... .. ... .. , ��° . . . . . . . . p_ �; 1VPI °O_P1 Z. n I e`.I ST ='40 40:00 o =. 0 1- . . . . . . cm. . . . VP[_ EL 309. 1.7 ;m. 314. ... ... N .. ... O� 314. . . . 311. . . . o°n. +°.II. CURVE K.= 12048.112. EN._.5 .000. C; 311. . . pI �' 1 w . . . .11 WV. . . . . . . . . . . . . PRO OSED . Z~ Z . . . . . a ° . 540 SURFA ING_ Q ten. 313. 40 mn URFAC I G II GRA E . 31 3. 310. ul PROPOS D �.Z. 310. . . . . . . . . . . . . . . . . . . . . . . . . . M N . . .. . . . . . . . . . ... . . . c a >. _ a .> .. . . . .. . . . . . . ... . . . . . . . . . ... . . . 312. 312. 309. 2 • 7 309. . . . . . . . . . . . RIGINA ;GROU 0 1'�0 0 . . . . . . . . . . . �. -. Zo° 7.; 1- RIGINA GROL1 D. . . . . . . . . . . . . . . . . . 311. rnl� F. 4. 311. 308. 0.� 0 308. _ o N . . . . . . . . . . . . Z �•2 . . . . II 1 . . . . . . . . . =oLn. 6100 SELEIC WN. . . . . . . . . . 31.0. N fi00 SEL CT ¢ 310. 307. .+ GRAND R •. 307. . . . . .. . . . ti GRANULAR an u . . . . . . . . . . . . . . . . . v ZII nt n P .it O N, 0 309. 0. > 309. 306. J. � _j 306. . . . . . . . . . . . . . . . . . . . Z 0 1 m . p VPI S VPI EL = 20 = 312 44•.00 276. . . . . . . . . . . . . . .° °. CW0» r . >�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3. . . . . . . . Z CURVE EN 0.000 . . . .3. . . . . . . . . . .3. . . . . . . . . . . . . . . . . . . . 305. . . . . . . . . . . . . . . . . . . I I W . K. 18-686 . . . . . . . . . . . .. ... ... ... ... ... ... ..m il a >. E= 0.60.. ... ... .. ... ... ... . M ;r1 O ,, r v aT i+l cC er . . . O F) ,,{> N L. .0 N, C C1 . ,. .0 M In .- In 0. . .0 to :� M 0. .0 .- N 0. .0 ^. tt 1 . . .O .t cr C:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20+000 40+000 BENCH MARK ELEV 299.808 Mn/DOT DISC 1004H AT TH 7 MP Seven .F i ty : ne . ross , g _ . R . .p BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE 182.05, 70 FT SSE OF ES TH 7 . . . . ... . . . . . . ... . . . ... Zom 00 � NTn VPI STA VPI' EL CURVE = -5 -30 LEN '= +023.0 .02.7. 30.000 0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . ... . . . .. . . . ... . . . ... . . . ... . . . ... . .. . . . ... . . . ... . . . K = .095 �oo IXoM .E. =. .124 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c . °0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 307 I -.O.II (A n 00 307. 306. a o . . . 0� o �- 306 . . . . . . 0.11 w .0.� a . . . . . . . . . o °p no . . . . . Ln Mo VPI ST VP I- E L ­70-4130.000 = 303.369. . . . . . . . . V ^' . . . . . . . . . .3 . . . . . 2N.> I o . . . . 306. 305. 0 11. o M CURVE EN ' =' 0: 000. o+ 365. . . . . . . . . . o> -2 3 0- r m. SURFAK . . . I I . . IG. 1 a 0 + ° . . . 1 . . . . . . . . . . . . . . . . u. E ° a � � 11. w . . . 320 . . . SURFA . . . ING . . . . . . . K, = 57.1 E.= 0. + 07 . fly. . . . . . . 'A POSE . . . D GRAD . . . . . Z Z ° 305. \ N n. 305. 304. > a V w a 304. OR.] I NAL GROUND . o o \ �0_ a a PRO GRA .tf- E I_ n -t . 0 a >. X. ORIGINAL GR UND ~a > p. 9 . . . . -0.49 . . . Z. � 304 � - 304 303 2 0 . 303 N �. / . Z o 0 iLuiLLI 303 I �. 0 303. 302 O'Op ./'.2 , 302. ,n 600 mn GRANUL SELECT R 1..20 Z. Q. °TNT. VP 1 TA = +033. 00 . o p Lp N' 600' SELECT o �+ An ± . 302. p0- 302. 301 F­2 ,. _ i. aN. GRANULAR 301. ... ... ... .. ...11 o� 02.11 V.Q p. .. CURVE K .LEN. 8.786 40.00 ° .tip. u ^ NT, ... ... ... ° .I�o. n M .. ... .. _ . 301 F rn!-. II 301 300. Z" W. E = .069. a 0. Q u. 300 . . . . . . 30 .ra a .> PI ST = 50+ 49.000 �O U. ' . . . . . . . . . 300. . . . . . . 259. ° W 0.a m.> v >. . . . . . . . . . .N .v as > Cu. v. >. . . . . . . .� .� as > w. r. >. . . . . . . . . . . . . . . . . . . . . 299. . . . . . . . . . . . . . . . . . P 1. EL =. 3.03. 49 . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CURVE -LEN = 20.000- . . . . . . . . . . . . . . . . . . . . . ­5-.P51 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . N TEI pp. . O I) Q IA 0, to -. .� .p ni \i C .. 0Ci. O n .M .O ^') M F•-: : . � !r'1. .� G. . .O N, M .+^ • .. O. +', N +] .00- 17 N? N N �. .� .0 N'; M ? ^. M [ t5 .In C... .00 N: N, N G. .O - Y .In .O N? N, it Q O 1� .In ._,. .00. K1 rn .- 11T C O n. .� .0; N) fn I`- D1 ' O r M ^_ OG. tt) In " N1 C+' Ir'i. '. N11"+. .O._. M, N1 n N .In .O M .:r .- N 1<). 'r'11`^. C, .0::;. K'. M :!': t!1 'T . N Nl .0 :v) M DID N. . N tr: M :7 00 "1 1�T a) M Mtn 0 ^'•: i' J a_'- . . Tn 00 'n M !": M 0 r'• M Ir: tt % M Oi M ;"; .0 OC .: '• �Y• •••. .Nl OJ n� ^': N)++' 00 n+` In 00 �N f^. 0+00 NO. DATE BY CMN REVISIONS Design Ely: RCH /J 8 P Ian Sy: I TMT COIhFV IWf N75 PLAN SPECIFICATION. N KPONT WS PFPMED aT ON IFEIED NP DIRECT SIIPPFAVISION No NAT 1 M A Del RD,SSEMD PI6ESSIONN MINOR WREN NE U.5 R THE STATE of HINKSRA . _ .. - ,!� IIt} , ,1 ' o -^ y 350 yad Lake Office /� 8441 1A18YZ8f8 BOUIBVBE'd W` Q Minneapolis, MN 55428 V�•I 812s4,�eoo &''�'� FAX 541.1700 INFRASTRUCTURE ENGINEERS PLANNERS .s�• .. Trunk Highway 7 /Trunk Highway 41 MDVNESOTA DEPARTMENT OF TRANSPORTATION SHEET 65 of 136 SHEETS CWK /JLB Cities of Shorewood & Chanhassen Minnesota SIDE STREET PROFILES PROFILES S.P. IOW -58 Checked By: JWS _�/�,/v" / % JEFF W. STEWART. P.E. Ti 5 26/00 16sn Approved y: J WS DAm HEC. Hot - - • • BENCH MARK ELEV 299.808 BENCH MARK ELEV 299.808 I BY cNW I REVISIONS ueslan tly: RCH /J BB I eOINA CfQWr IIUr 1x11 RAX. AMA MY FEES a IWemr fW MA E e� IA LIM YI OIA0:1 A IFT RAT Axe Rur AM A our IEGISREWED M ?EixIM¢ OMIT Of IMOI 360 Vyystwood Lalas OffCe MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET u . . P Ian 9y: „1 „N a IN[ SfA1C � xlxeE3o A � e t ;' Z, , /' 8441 V49yzefa Boulevard WSB 1111WWNi17011E MN ssaze Trunk Highway 7 /Trunk Highway 41 - - 'I+ CWK /JLB Cities of Shorewood & Chanhassen LAKE LINDEN DRIVE - - ' ' ' �he�Kaa BY: BENCH MARK ELEV 303.76 JWS Mn /DOT DISC 1004H AT TH 7 MP 872$1 &Amcja&A I= FAX 611 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota PROFILES S.P. 1008 -58 136 SHEETS JEFF W. STEWART. P.E. cAieJ 5/26/00 mac, Mef +6s/I V I. STA = t +97 7 .000 APOrOVeG Y JWS ^' Lake Linden rive 181.75. 350 FT W OF ORIOLE AVE Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE V I* EL 2. . 182.05. 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 182.05, 70 FT SSE OF E8 TH 7 . . I i .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E 0.023 @ fR0 TAGE ROAD NB . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA 15+721 8 Y . . . . . . .. . . . . . . . . . . . . . . . . . . . 06 . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r .04 . . . . . . . . . . . . . . Driveway. . . . . . . . . . . . . . . . . . . . . . . . a. . . . . . . . . . STA 30+263:8 . . . 60 r. . . . . . . 306 Mo M Q� STA 3 +061 L KE L I'N EN DR E . . . . . . Oa M . N .. . . . . . . . . . . . . . . . . VP.[ STA Q +12 A. 000. . . . . . . . . . . . : . . . . . N. M. . . il. .+MAO .� O It . . . . . . 30 . . . . tl J . . . . PI STA = 30+038.202 305 CUR WE LEN 25.0 w Ir. + . . . . . . J . . @ FRON AGE R AD SB . ... ... ... ... ... . . . . PI EL 302:7 9 . . . 32 $ FAC IN( . . . . . . . . . K 25.004 - . . . II w . . . STA 15 7.16.9 8 . _. . . > . 304 URVE L N' = 62 000 > a U Q .Rtrn . . . . = 0.031 . . . . . L. . . STA 30 251.4 " -- 304 v Q. _ �. 14 = 10. 48 SURFACING . . . . . . . . . . . . . P OPOSE GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > . . . . . . . . . . . � . . . . 3%7. a > a . . . . . . . . . . . E D..4'14. . . . . . . . ... ... .. ... ... ... ... ... ... ... . . . . . . . 99 > .. ... ... 03 ... ... ... .. . . . . . . . . p. 507. . . . . . . . . . . . . .303 . . . . . . -0. 07.. % . . 0 -- . . . - O ' °M .0. - ° . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . . O.p . . . . . . . . . . . . . . . . . . . . . �. a� m.� o ° . . . . . . - . . co . . . 302 Mo N .�.� _ N + 11 + M 30 0- l _ . . . . . . . . o. II M . . . . . . . . . . . Z m 301 �., w. l . 60 mm- SELECT . . . . . ~ M. . �N N . . . V a . >. w F J. n . tom GR ULAR V I STA 30+2 7.000 V II 301 Z. II W. C U ... U ... Q; ... . . . . . OR LG NAL. GR D . . . . . . . . . . - �, . . . . . . . . . . . . . . . . . . . . V I' Et­ 302.813' . . . . . . a �' . . . >. aa. (�QU . . . . . . . . . . . . . . . . . . . . . . . . . . . . M OM . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . VP ST = 0400 . . . . . . . . . . . . . . . . . . . . Z,~iI >. . . . . . . . . . m . . . . . . . . . . . . . . MMK VPI. EL =. 302. 86. . . . . . . . . . =. 24.3 5. Z U. U. W . . . . . . . . . . . . . . n 299 . . . . . . . . t u P . . . . . . . . . . . . . . . . . . . . . . . . .E =. Q.25 . . . . . . . . . . . . i7 U > 300 a . . . . . . . . . . . . K = 1-. 35 . a ... .. ... ... ... E= 0.87 .. ... ... ... ... ... ... ... ... ... .. w. cnw .. ... . . . ... ... ... ... ... . . . . . . ..Z . . . . . . aM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c -, co M 5. .n m ti !.. .N r, .A r f.,. ;•. . . . . . . . . . . . ... ... ... ... .. W ... ... 29 /. ... ... ..a ... ... ... ... .. >. .. .. ... ... .. ... ... ... ... ... ... ... .. ... ... .. ... ... ... ... / m0 / . . . . . . . . . . . ,- nw... l J . . . . . . ... . . . ... . . . .. .. . ... . . ... .. ... ... ... ... ... ... ... ... . . . . . . . . . . . . ....... . . . . . . ... . . . ... . e0 .- -? r• 4 0_ a) ,- u? O <a 00, N !T ep N to !*: O t� e- O N an ti O r- to N O G? c r) Q .- 0) aiD Q -- Oa U> c N m ;S) V T O, 0) lD +0 r- . a�. �. Qe .,� .m t7 U). 00 m. .n r,. .> .Q .. .n �. i> c -,. .f1 .n f7 . °�. N r-. .n .K, t J N r,. .n... .� N. .N .n_,. r .mS:. i ".1 N .n V .^.. .� N .n : :�.. .° n'; .n... .° .M .n n... t1, .M .-.. .n N .M .�.. ..ter.. O.N .M .n -.. N. ... .N .M .nr �. .M:. ^ . .M -.. .n .M r` . .M :-,. ..-, I .n, N. .M . -,. .n �. .N cJ .� .-.. .n. ffN -,. .� ..-, A) ^ .� :.. .n.,. rn. N. .M ..�. �. .O]. M -,. ..�. M. ,. .O .� .n r'. .,. .n C.- .� .N .-.. ..-, x). .-. .N .n v ' +l ... .n tr. .� r•.. .n .�' .�.. ..-, �. .n,.. .� .n rc .M r-.. .n,.. Kt. .Q .n 4.. .�. . BENCH MARK ELEV 299.808 DATE I BY cNW I REVISIONS ueslan tly: RCH /J BB I eOINA CfQWr IIUr 1x11 RAX. AMA MY FEES a IWemr fW MA E e� IA LIM YI OIA0:1 A IFT RAT Axe Rur AM A our IEGISREWED M ?EixIM¢ OMIT Of IMOI 360 Vyystwood Lalas OffCe MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET u - P Ian 9y: „1 „N a IN[ SfA1C � xlxeE3o A � e t ;' Z, , /' 8441 V49yzefa Boulevard WSB 1111WWNi17011E MN ssaze Trunk Highway 7 /Trunk Highway 41 66 OF 'I+ CWK /JLB Cities of Shorewood & Chanhassen LAKE LINDEN DRIVE BENCH MARK ELEV 303.76 Mn /DOT DISC t004H AT TH 7 MP ' ' ' �he�Kaa BY: JWS .; 872$1 &Amcja&A I= FAX 611 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota PROFILES S.P. 1008 -58 136 SHEETS JEFF W. STEWART. P.E. cAieJ 5/26/00 mac, Mef +6s/I V I. STA = t +97 7 .000 APOrOVeG Y JWS Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE V I* EL 2. . 182.05. 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. K . . I i .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .E 0.023 . . . . . . . . . . . . . . . . . . 307 . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r .04 . . . . . . . . . . . . . . Driveway. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 306 Mo M Q� STA 3 +061 L KE L I'N EN DR E . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . il. .+MAO .� O .N . . . . . . . . . . . . . tl J 305 w Ir. + M . ... ... ... ... ... ... ... .. ... a .IIJ 4 r .II - . . . . . . . . . . . . . . . > a U Q . . . . . 304 v Q. _ �. 225 SURFACING . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3%7. a > a . . . . . . ... ... ... .. ... ... ... ... ... ... ... 99 > .. ... ... ... ... ... ... .. . . . . . . . . . . . . . . . . . . . . . . . .303 . . . . . . . . . . . % 0 .0. ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. a� m.� o ° . . . . . . . . 302 Mo N .�.� 11 + M . . . . . . . . . . . II M . . . . . . . . . . . 301 w. l . II V a . >. w F J. C U ... U ... ... ... ... ... ... 300 >. aa. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . ... . . . . . . VP ST k = 1 +9 0400 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VPI. EL =. 302. 86. . . . . . . . . . . . 299 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . K = 1-. 35 . ... .. ... ... ... E= 0.87 .. ... ... ... ... ... ... ... 298 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c -, co M 5. .n m ti !.. .N r, .A w m tiM n. .In r f.,. ;•. . . . . . . . . . . . . . . Wa. DATE I BY cNW I REVISIONS ueslan tly: RCH /J BB I eOINA CfQWr IIUr 1x11 RAX. AMA MY FEES a IWemr fW MA E e� IA LIM YI OIA0:1 A IFT RAT Axe Rur AM A our IEGISREWED M ?EixIM¢ OMIT Of IMOI 360 Vyystwood Lalas OffCe MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET u - P Ian 9y: „1 „N a IN[ SfA1C � xlxeE3o A � e t ;' Z, , /' 8441 V49yzefa Boulevard WSB 1111WWNi17011E MN ssaze Trunk Highway 7 /Trunk Highway 41 66 OF CWK /JLB Cities of Shorewood & Chanhassen LAKE LINDEN DRIVE �he�Kaa BY: JWS .; 872$1 &Amcja&A I= FAX 611 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota PROFILES S.P. 1008 -58 136 SHEETS JEFF W. STEWART. P.E. cAieJ 5/26/00 mac, Mef +6s/I APOrOVeG Y JWS Trunk Highway 41 O In F- 0 W Z J 2 U F- a X 0 m 10 m 20 m 40 m LEGEND ® SEE INSET A ® SEE INSET B ® SEE INSET C ® SEE INSET D ® SEE INSET E SEE INSET F ® SEE INSET G SEE INSET I o DRIVEWAY /PARKING LOT /PATHWAY PAVEMENT 0 h a N0. DATE By CNN REVISIONS Y: RCH /J BB P On By: I IEIEIr RIRIR' RIAr THIS PIMb SRCIr ICAT101. a RPDIr NS AWNED a a DUEA w oEEa ssRRSlsla AM mAr I m A ear Rama waTSS1DN pWIRm Dun E ff rR srArc IMESDIA , 350 Wastvood Lake 0fte 8441 Wayzata Boulevard Trunk Highway 7 /Trunk Highway 41 M - 4NESOTA DEPARTMENT OF TRANSPORTATION SHEET CWK /JLB Checked By: , l f WS Minneapolis, MN 554zs STA 14 +936.73 TO STA 15 +150 67 OF Cities of Shorewood & Chanhassen JWS ,! E�W. STEWART. P.E. �,� 54� � BITUMINOUS PAVEMENT LAYOUT 136 - Approved By: ' / 5/26/00 Minnesota S.P. 1008 JWS oArt. NEA, ,p, Ifis» INFRASTRUCTURE - ENGINEERS - PLANNERS -58 SHEETS Trunk Highway 41 • • C7 C, F- STA 15 +189.319 T.H STA 20+000.00 SCHOi 1 U co Q minnesata metric Off_ LEGEND • m 10 m 20 ITT 40 ITT 1 U co Q veF4�0'10 LEGEND TCH EXISTING so ® SEE INSET A \. 20+059-03 MATCH STA. EXISTING 40 +044.369 ® SEE INSET B ® SEE INSET C ® SEE INSET D ® SEE INSET E SEE INSET F ® SEE INSET G SEE INSET I DRIVEWAY /PARKING LOT /PATHWAY PAVEMENT 350 LAM �, 6441 WeYz®fe Boulevard Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET �RCH/JBB XER•I a" MIT IRIS MII. SReIEMy RE. a RED R ES PEVWE• eY d ueEE I •IREEI ERTIR AT wa INAI 1 w IUT 06 01 RO v US PIE EEPE81 UM urs a IIE SIATE6 .I.IE,•IA ;., WK /JLB j% ` ✓ J� .. z �/� A W Q vim �� Minnespolie, MN 55426 8t251�00 STA 15 +150 TO STA 15 +450 BITUMINOUS PAVEMENT LAYOUT gg OF 136 Cities of Shorewood & Chanhassen JWS JWS JEFF W. STEWART. P.E. ..TT,� 5/26/00 MC — 16511 &Ar ,IaKr. Inc INFRASTRUCTURE FAX 841.1700 - ENGINEERS - PLANNERS - Minnesota S.P. 1008 -5S SHEETS • 0 11 In Wi. 1n W Z J 2 U H a pie STA 15+469.078 T.H. 41 SB = STA 50+000.000 SEVEN FORTY ONE CROSSING STA 15+561.300. 3.6 m RT T.H. 41 N8 = STA 70+000.000 RAMP Trunk Highway 41 i C j � •� 1 Z`: 1 4• STA 1 57.071 FRONTAGE ROAD 88 = 1 A 4 .270 T.H. 7 WB STA 15+633.617 T.H. 41 SB = Ox2 STA 64 +234.340 T.H. 7 EB 0 \� \` At «3.0 m BLYO 4 m 1 •� 1 - --- - -- - -- -":_ 15 #700 -- —� STA. 1�� +5 ' :Noll ........ 15 +700 1 1 \W So+ i N i STA 15+659.339 FRONTAGE ROAD N8 = STA 15+634.913 T.H. 41 NB = ! SvA STA 64 +251.365 T.H. 7 WB STA 64 +241.067 T.H. 7 EB 1 n loo i \ S ° •1 •\ 1`\ \ ® SEE INSET A o ` ® SEE INSET B SEE INSET C SEE INSET 0 \ \ ® SEE INSET E l \ SEE INSET F ® SEE INSET G SEE INSET I n DRIVEWAY /PARKING LOT /PATHWAY PAVEMENT >o n NO. DATE OY CHIC REVISIONS Design y: I NEWAV m,ERY TNAF 7NI1 PLAN. SP(MICATIt16 a NMI US NIVANN •T N ueEN 350 Washwood Lake Off= SHEET RCH /JBB "E snm �iiiito NNESNA �., �NlstEU•NasESStouE ENEiNWI NOFJ MINNESOTA DEPARTMENT OF TRANSPORTATION p,0n ay: _ A, 84a, weyZela aol,lalaFa .y Trunk Highway 7 / Trunk Highway 41 CWK /JLB %d ' Minneapolis, MN 55428 69 cnecNea ey:/� rY�A� P 612,.11-41100 - BITUMINOUS PAVEMENT LAYOUT ,+- Cities of Shorewood &Chanhassen OF JWS �� JEFF W. STEWART. P.E. & FAX 541.1700 Minnesota 136 APOr0ved By: ;� JWS D,,C, 5126/00 NEa NN, sstt INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS minnesa[a metric • m 10 LEGEND • • Trunk Highway 7 n h n a N W Z_ J Z U F— Q 0 m 10 m 20 m 40 m LEGEND SEE INSET A l ® SEE INSET B •: ® SEE INSET C ^% o of 01 ® SEE INSET D SEE INSET E SEE INSET F ® SEE INSET G SEE INSET 1 `o nn DRIVEWAY /PARKING LOT /PATHWAY PAVEMENT NO. DATE RT CNK REVISIONS Design y: RCH /J BB P Ian BY: I NEIEOT OERTIFT MAT TOIS RAN. SPECIFICATIOI. 01 W"T VAS PIRAAREO RT 01 IMEN IW OIRECT 9AWAVISION NW MAT I w A MY tGISTORO PAWMIM ENGINEER uNxe ME U a TIE jTATE OF NINNESDTA ^ _ ,�� 8�1A10� �� Q�1� /� 8441 1Neyzete BoEileveEd ;�. �+�otA'.. - Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET p CWK /JLB WJ Q Minneapolis, MN 55426 lO checked By: ;� j ��y�s�, ,z.� �, // �' Vf�. /� Cities of Shorewood & Chanhassen STA 64 +139 TO STA 63 +350 of - JWS Aocro�ed By; / JEFF W. STEWART. P.E. /5/26/00 812�„� &�!� FAX Minnesota BITUMINOUS PAVEMENT LAYOUT 136 IWS DATE, ��. Nm °stT INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • -.••.• rV• 912541-4800 I • • • ■ MATCH EXISTING Lake Linden Drive / Frontage Road STA 29+960.000 +010.9 9 GRAVEL ORWY--'- MATCH 6.8 m RT +025.8 GRAVEL ORWY MATCH 6.8 m LT +157.2 BIT DRWyj MATCH 13.4 m LT ;TING 49 +127.2 BIT ORWY--� I't- MATCH 11.9 m LT STA 15+716.958 FRONTAGE ROAD SB STA 30+251-445 LAKE LINDEN DRIVE STA 15+218-82 FRONTAGE ROAD NB STA 30+258.65 LAKE LINDEN DRIVE fine END CONC. MEDIAN STA. 15+708.50 7213 MATCH EXIS M Om 10m 20m 40m , oq STA. 15+164.77 64 N.B. 64+300 - - — - — — - --- - -- --- - - -; - — - — - — - — - - . - - - -I - — - — - — ON ST 15+160.94 N.B. 6 FR. . .......... -- - -------- - + TRUNK HIGHWAY 7 `N) z f . ..... t La .... . ............ . — - - - - - - - - - - - 64 00 - — - - — - — - — - — - — - — - 64+200 G ____.t�+130? — - — - — -- LEGEND ------ LV -------- ------- ---- STA 15+4657.071 FRONTAGE ROAD NB= 5+659.339 FRONTAGE ROAD NB= . . .... . ... . ......... . STA 64+239.270 T.H. 7 W.B. S-T-Ar--64*251�3,65 T. H. 7 W. B. SEE INSET A ------ . ... . ...... no C SEE INSET B SEE INSET C + + SEE INSET D SEE INSET E SEE INSET F SEE INSET G SEE INSET I DRIVEWAY/PARKING LOT/PATHWAY PAVEMENT Na. DATE By CHK REV I S I DNS Design By: i minair in nmr Tins nm. SPECIFICHICH. Q1 REPUff WAS MVWQ By LOW 350 WaStA00d Lalm Office RCH/JBB w omma mwentsim me mAt i Am. ixL, mmision mmusi,ii, emiNEEMOAL"ma SHEET Pion By: TK UK OF THE STATE OF NIMES011 A 8441 Wayzata Boulevard Trunk Highway 7 Trunk Highway 41 MEITNESOTA DEPARTMENT .OF TRANSPORTATION CWK/JLEI M111.1.11, MN 56426 72 STA 30+020 TO STA 32+395 WSB checKed By: .4" Cities of Shorewood & Chanhassen BITUMINOUS PAVEMENT LAYOUT OF Approved By: JWS 136 JEFFW. STEWART. P.E. AmmkdA Im- FAX 64 .1700 JWS OAK' 5/26/00 KG. N01 t65,1 INFRASTRUCTURE ENGINEERS - PLANNERS Minnesota S.P. 1008-58 SHEETS • • _ -- ___,. -- ..._._. • TA 10 017 557 STORM SEWER PIPE �� CHESMq.. _D © CULVERT MARKER ter, _ -- ___,. -- ..._._. • TA 10 017 557 STORM SEWER PIPE �� CHESMq.. _D © CULVERT MARKER - ...... RIVE 1 o sa 7^�, °_ o .. • ��a- iaaaaaa�a� _.� 4 — ,. - ,. .. _____ . ._ ..___. .._. .._._._.__ ....._ ................_ -- .........1 ..�........._�- -- ...._..._.._'-- -`---.... ..__— .__.._._.__.__......- ... --.._ ..._._.._..._.._......_ . ....................._......_ —. .._._..._._...._.__. ...........___.---...._.._...._ __... '" .. ......_._..._.._....... _ 14 +900 ----------------\-+------------ - - - -- _.__..._.._.._..- ' - -''' _...- ._..._..._..._ �_._...__.__ _._._..__.......,...___ ._......_ ...._.tea.. � "- MA:�-CH T. H. 41 \ TA. 'U4+936.00 %' . 10 -132�V :% r � . rte:'= v k �' • J sr� jam_ -�_ ^_ 0 i __.___.� ER CROSS -SLOPE S EXISTING CROSS -SLOPE " 0.02 _ — _�_ — _ — 15+000 15 100 0.02 i ° 14 +961.85510.02 15 +000 0.04 ..___...,_. _ -._ _ _._.___....._.__ ._.g Da...... _ p _....._._. _..__. __ .____ 15 +100 o. ____.._...:._._......_...__ : _._.....__._`.. _._..._ —._. -___ T 's3t`F -' — -- -- ;�1. Ni /, r II • MANHOLE t a APRON CATCH BASIN 00 STRUCTURE NO. NOTES: LEGEND �— • —»— STORM SEWER PIPE �� DRAINAGE DIRECTION © CULVERT MARKER ��a- iaaaaaa�a� Ni /, r II • MANHOLE t a APRON CATCH BASIN 00 STRUCTURE NO. NOTES: LEGEND �— SUPERELEVATION SLOPE —»— STORM SEWER PIPE �� DRAINAGE DIRECTION © CULVERT MARKER 1. ALL PAVEMENT SLOPES SHOWN ARE 1N m/m. 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA. 15+552.93 TO STA. 15+569.49 STA. 70+092.599 TO STA. 70+109.177 SHOULDER TRANSITIONS VARY 3. SEE EROSION CONTROL PLANS FOR STAND PIPE INSTALLATION DETAILS. --- - °'- ••• `••° •••• " ° "° ••••••• y' • ••�• I wuT cabin 11ef rN11 PLAY. SIFCYr ICerleY. a AVOW R1 FMOM Bx a °°C1 /� ° Taw W OY1En 91HEf417a F . rxer I AY a 1eY RELISYFIC6 r R1sSIC W C111W6 I°CB 35041 Way at Bo orrice Trunk Highway 7 / Trunk Highway 41 0 MINNESOTA DEPARTMENT OF TRANSPORTATION HEE ° P ! °n By: rxE Yen or rxs slers or nxicsou ,� 8441 VVeYZefe BpuleveTd .1eWY616fA $ T ' CWK /JLB '�jj�' WSB M` ""' °'� M" u`26 Cities of Shorewood &Chanhassen STA 14 +936.73 TO STA 15 +150 03 ChecKed BY. ZJR.IJ�I�'t/� 812 - 5414800 SSS DRAINAGE & SUPERELEVATION PLAN 136 JWS � Approved B �• u JEFF W. STEWABT. P.E. &Asmels.lx FAX 541.1700 Minnesota Y• 5/26/00 16511 S -. P. 1008 -58 SHEETS JWS ecru ale. xw INFRASTRUCTURE - ENGINEERS - PLANNERS • � 0 0 Trunk Highway 41 0m 10 20m 40m r: C. ^ 05 ,r f 5 - I + t > _ G 03 i LO RADE i _ _ 04 S: -__ _... - ._...._.._...... S.._.�_ -t� - 0.02_ LLJ 'r'+ i; . - .__.._.___.. , -- 1 — _ 1 _ �; — — p. 055 Z J 0.055 0-;( 55 0.055 — -- -- - -- --- — — — - 15 +300 ' .. .. 03 04 _...__.._._...- _. 1�' +3.p'p' X03 -•''� ,� Q •80 20' ^ - -_ 03 sv0 -� OOp , - 4 I _ ^ o. BEGIN VANE GRATE -;� .: - 15 +151 .7-1 1 .3 m RT 047 0 ° 046 SEE DETAIL SHEET 23 x p3 - - - rFs9 03 A � .-} I SEE Mn /DOT STANDARD 4 052 LET f \ m d PLATE # M3136 01 l:, N 375 mm SDR -35 PVC �9 END VANE GRATE A G h \ f xs ' •;a HIGH POINT s f 15+167.0-11.3 m RT '1 ; �' STA. 40 4Z. 10$ SEE DETAIL SHEET 23 EIEV:; 394.460 •LEGEND < 1 GAS:'MAIN / WA IERMAIN CROSSING l Ts V MANHOLE SUPERELEVATION SLOPE ERIY LOCATION d ELEVATION PRIOR =j• �- G, M SEWER C UCT �� ?O STORM ONSTR I'ON�• •, i 60' ® APRON — »— STORM SEWER PIPE fM / r ��► DRAINAGE DIRECTION. MACH EXISTING 2 MATCH EXISTING � CATCH BASIN 40 +044.369 ® CULVERT MARKER 20 ±059.030 y Y -5 00 STRUCTURE N0. \ ✓ NOTES: CID S. 1. ALL PAVEMENT SLOPES SHOWN ARE IN m/m. r 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA. 15+552.93 TO STA. 15+569.49 STA• 70+092.599 TO STA. 70 +109.177 SHOULDER TRANSITIONS VARY v - 3. SEE EROSION CONTROL PLANS FOR STAND _PIPE INSTALLATION a° DETAILS. n N0. DATE BY CNN flEy151 any - e5 i qn y: i wmer Kenn nur nlls Ptm. smetrtesTlm. a F ml m FwASea AT m wKR 350,E � Lake - SHEET uTAW M DIeEET sIPRIWISim nW nur I w A ear 16sIS1EeE0 PItfESSIm1L EXCIIEm TAMER P ion By: W S1ee a iliE STATE QA TRATeIA 544, vValrzafs Boulevard ._- Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION 74 CWK /JLB + r ,•. ter- WSB Minneapolis, MN 55426 STA 15 +150 TO STA 15 +450 OF the=CnC By: JWS ,''�.a B2�„ Cities of Shorewood & Chanhassen JWS �> aErc W. STEWABT• P.E. d- FAx51s -4700 DRAINAGE & SUPERELEVATION PLAN 136 Approved By: Minnesota S.P. 1008 -58 SHEETS JWS BATE 5/26/00 KG. 10, Issr1 INFRASTRUCTURE - ENGINEERS - PLANNERS • A Trunk Highway 41 / Frontage Road CAUTION: GAS MAIN CROSSING VERIFY FY LOCATION,,"S BR OR TO STORMg (x 4— . ....... . . ........ . ..... I I I I 01, Dza --4 0 02 6525— .......... . . . ..... . ... 6 2" 1 —4 . .... . . ........ + i�l -Wuuu -P- A U. U4 q lu 313 < C3 9C _+ Qio 1) .02 0.10007 2 (A 151500 C=M Lu 0 "Is Z 0.02 CAUTION: 2------ . . ....... 7511 . ..... . ...... '70P r GAS MAIN CROSSING Cm VERIFY LOCATION & ELEVATION .008 0 PRIOR 02 0 TO STORM SEWER CONST. U \N 05 M 02 102 q C) t � � ; t rj 4� % 6.0 m3 CL IN RIPR In -1 On FABRIC ......... W/ GEOTEXTILE FTABRIC J, Ln + In in T TYPE IV 0 diiAdE TO 61F A LOW POINT I 14� ------ STA. 70+041.777 'LEGEND ELEV. 303.047 14 1 "S E, 0 MANHOLE 10— SUPERELEVATION SLOPE STORM SEWER PIPE 'Y' E? c? APRON 8 0 DRAINAGE DIRECTION P CATCH BASIN No (gg> CULVERT MARKER STRUCTURE NO. > NOTES: 7� 1 ALL PAVEMENT SLOPES SHOWN ARE IN rn/m. 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA 15+552.93 TO STA. 15+569.49 STA: 70+092:599 TO STA. 70+109.177 SHOULDER TRANSITIONS VARY 3. SEE EROSION CONTROL PLANS FOR STAND PIPE INSTALLATION ID DETAILS. 0 n o 3 No. DATE By CHK REVISIONS Oesign By: I MENJI, damn TmAr mis Ptm. SFECIFICATION, ON ROW US POUNIED BY M WIDE 350 10114shwood Lake Office TAW Y MET UMVISION W ME I ME "DUI AEGISTEAED PFORIMIUM ENINTER WIDER SHEET ME ".5 OF TK STATE OF CNNESM A 8441 Wayzata Boulevard MINNESOTA DEPARTMENT OF TRANSPORTATION —P Ian —By Trunk Highway 7 Trunk Highway 41 0 Minneapolis, MINI 55426 75 CWK/JLB OF Checked By- WSB STA 15+450 TO STA 15+716.96 new rived BY: JWS 612-41-4800 Cities of Shorewood & Chanhassen DRAINAGE & SUPERELEVATION PLAN X JEFF W. STEWART. P.E. FA 541•1700 136 JWS DATE" 5/26/00 REG. 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008-58 SHEETS ` ' �j � ZAL17tON- AS TN SING 0 CONST QC T OVERFLOW CONSTRUCT EMERGENCY ELEV. 301.8 m CL III RIP-RAP TYPE IV _d 00 0 TO cow»reucr swcn:cwo, ' ovEnrmw 3m x 5m AT sLcv^now 3 ~^ Ld 64+100 64 ----''~ ^—HIGH POINT STA. a^~xxx.na o-cv' 303.267 | - --- / {D . ---_ -�---- ° 09 0�` -�~'�� �� �� Q� '| ~ ^� LEGEND uxwxoLE 111— supsnc cwT/ow SLOPE @@ �JY ,r/ �\` �� m,now --x^-- sronw SEWER pIpc sessm0DO- onxIwxoc oIncorIow oxrcx oxsrw <gg> ouLvcnr wxoxcn / sTnuoTuoc wo' _ / / < NOTES: NO. OATE BY CHK REVISIONS Design By: Pion By: I CUT CERn" isAT THIS Ft SIMFICATION. 04 RMT US MWARM Of 01 tHm NE U95 OF NE STATE OF VINEWTA 3W WVastwood LaW Office 84411 WayZate Boulevard Minrospolis, MN 55426 WSB 612-5414800 A�.ds; Im FAX 541-17M INFRASTRUCTURE - ENGINEERS - PLANNERS 0 MNNESOTA DEPARTMENT OF TRANSPORTATI[ON SHEET 76 OF 136 SHEETS 1. ALL PAVEMENT SLOPES SHOWN ARE IN m/m. 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA 15+552 93 TO STA. 15+569 49 SHOULDER TRANSITIONS VARY 3. SEE EROSION CONTROL PLANS FOR STAND PIPE INSTALLATION NO. OATE BY CHK REVISIONS Design By: Pion By: I CUT CERn" isAT THIS Ft SIMFICATION. 04 RMT US MWARM Of 01 tHm NE U95 OF NE STATE OF VINEWTA 3W WVastwood LaW Office 84411 WayZate Boulevard Minrospolis, MN 55426 WSB 612-5414800 A�.ds; Im FAX 541-17M INFRASTRUCTURE - ENGINEERS - PLANNERS 0 MNNESOTA DEPARTMENT OF TRANSPORTATI[ON SHEET 76 OF 136 SHEETS CWK/JLB Cities of Shorewood & Chanhassen a Minnesota STA 84+139 TO STA 64+350 DRAINAGE & SUPERELEVATION PLAN S.P. 1008-58 Chocked By: JWS JEFF W. STEWART. P.E. 4' P 5/26/00 16511 APproved BY: JWS .4, • • • O +I P CO $70T Trunk Highway 7 f 'i MATO STA. 6 Mesuta metric 64 j0- - _ !_ --i- - m 64 +500 ;r --�► --� G ®. 64 400 r- • -% it `7n,- �� 1N ... ........ .__.._.. MANHOLE SUPERELEVATION SLOPE ® APRON _ Ln - -- Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION _ � w CATCH BASIN x — — — - -�— — — — " MATCH EXISTING -/ Cities of Shorewood & Chanhassen STA. 64 +550.000 CULVERT MARKER 00 STRUCTURE NO. NOTES: LEGEND • MANHOLE SUPERELEVATION SLOPE ® APRON — »— STORM SEWER PIPE - -- Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION ��1110- DRAINAGE DIRECTION CATCH BASIN CWK /JLB Cities of Shorewood & Chanhassen STA 64 +350 TO STA 64 +550 CULVERT MARKER 00 STRUCTURE NO. NOTES: 1. ALL PAVEMENT SLOPES SHOWN ARE IN m/m. 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA. 15 +552.93 TO STA. 15 +569.49 STA. 70+092.599 TO STA. 70 +109.177 SHOULDER TRANSITIONS VARY 3. SEE EROSION CONTROL PLANS FOR STAND PIPE INSTALLATION DETAILS. TAW P Ian ay: xE,Eem amrm isi ,xis TE,u. sw A mna. s meat mmf icH& ➢ m n eno w oaan ssNmis,a fal rxsr i w m our Rc,s,Emtn PmDiiSSIe1N ENE,NEa aosm ME Um5 or fIE S ,E .�mmESm,A ; '� � l ,/ ✓I � 350 Ylbehvood Lake Office $441 Wayzata aculevard Minneapolis, MN 5542$ ��� - -- Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET i7 OF CWK /JLB Cities of Shorewood & Chanhassen STA 64 +350 TO STA 64 +550 ChecKatl By: JWS �� 8125A1�600 &Assocleha, Im FAX541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota DRAINAGE & SUPERELEVATION PLAN - S.P. 1008 -58 136 SHEETS , p JEFF N. STEWART. P.E. G.M. 5/26 /00 MG. mm ,es„ Approvetl By: JWS • • MATCH EXISTING STA. 29 +960.000 A} O 1 , i HIGH POINT I,., �AUD'I'ON.... AS t- STA.; 30 +124.002 SING �a 4TCH EXISTING _ ! +� £. UEV. 303.347 TN N r A.1 +970.449 I — 00 970 3.1 m3 CL IV RI %PRAP'J / W/ GEOTEXTILE`fABRIC / 0 '� 4 01t TYPE IV DO - -- _ _ T . _ p ., ^- ° LL e - 4.4 m3 CL `iv—R -IRRA - CONkRU& EMERGENCY W/ GEOTEXTILE FABRIC OVERFLOW 3 m x 5 m TYPE 1V AT ELEVATION 301.$ - ..';;... < _......- ..__.... -�-->_ 2 00 ° :- — p NN g 100 — - - TRUNK HIGHWAY 01 1VI V GRACE TO O1!AJ.N- - _._........_.- ._.._._._._ ... �, ............ _. ._..._.__...._.__._._...._._... — - - - -- -- ---------- _- - - -- -- -- -- -- -�- -- --- 64100 -- -- - -- - - -- - -- ---- --- - -- - - -- 6200 ° o' _ ......... _ ..... . _._.. _ _ ....... — ..._._ VIN (TI ++ p —__ .._... -- -- F --m CD o, + oz m� 1n UT 4t_ I ' 301-5 19891 301.8 (990) 00 00.9 (9877701.2 1988 ! ? 00.3 (9eS1 300.6 (9861 / 300.0 (9a4, • MANHOLE e L• mm—)10- CATCH BASIN (g0 o STRUCTURE NO. NOTES f , i HIGH POINT I,., �AUD'I'ON.... AS t- STA.; 30 +124.002 SING �a 4TCH EXISTING _ ! +� £. UEV. 303.347 TN N r A.1 +970.449 I — 00 970 3.1 m3 CL IV RI %PRAP'J / W/ GEOTEXTILE`fABRIC / 0 '� 4 01t TYPE IV DO - -- _ _ T . _ p ., ^- ° LL e - 4.4 m3 CL `iv—R -IRRA - CONkRU& EMERGENCY W/ GEOTEXTILE FABRIC OVERFLOW 3 m x 5 m TYPE 1V AT ELEVATION 301.$ - ..';;... < _......- ..__.... -�-->_ 2 00 ° :- — p NN g 100 — - - TRUNK HIGHWAY 01 1VI V GRACE TO O1!AJ.N- - _._........_.- ._.._._._._ ... �, ............ _. ._..._.__...._.__._._...._._... — - - - -- -- ---------- _- - - -- -- -- -- -- -�- -- --- 64100 -- -- - -- - - -- - -- ---- --- - -- - - -- 6200 ° o' _ ......... _ ..... . _._.. _ _ ....... — ..._._ VIN (TI ++ p —__ .._... -- -- F --m CD o, + oz m� 1n UT 4t_ I ' 301-5 19891 301.8 (990) 00 00.9 (9877701.2 1988 ! ? 00.3 (9eS1 300.6 (9861 / 300.0 (9a4, • MANHOLE e APRON mm—)10- CATCH BASIN (g0 o STRUCTURE NO. NOTES 0m 10m 20m 40m I LEGEND 1-- SUPERELEVATION SLOPE — >>-- STORM SEWER PIPE mm—)10- DRAINAGE DIRECTION © CULVERT MARKER 1. ALL PAVEMENT SLOPES SHOWN ARE IN m/m. 2. SUPERELEVATION RATES BASED ON A 1:300 SLOPE EXCEPT FOR THE FOLLOWING LOCATIONS WHICH ARE ON A 1:230 SLOPE: STA. 15 +552.93 TO STA. 15+569.49 STA• 70+092.599 TO STA. 70+109.177 SHOULDER TRANSITIONS VARY 3. SEE EROSION CONTROL PLANS FOR STAND PIPE INSTALLATION DETAILS. N0. DATE I 97 I CNN I REVISIONS UeS19^ ny( 350 Wastwood Lake Office M]NNESOTA DEPARTMENT OF TRANSPORTATION SHEET e TAW 1 1131311 1�1�rTHAT MIS Mat WCIFIICATIM. 01 R rnor[SSFWAREDrxc1� uu ME u.s Of IM[f ATE W YIW[MIA A 8441 Wayzata Boulevard Trunk Highway 7 / Trunk Highway 41 78 Pion By. CWK /JLB I t �1 Min^eapolis,MN 55426 C11eCK80 By ' / +�1., WSB Cities Of Shorewood & ChanhasseII STA 30+020 TO STA 32 +395 pp, ��'' 812341'800 DRAINAGE & SUPERELEVATION PLAN v JWS - JEFF W. STEWART, P.E. BAs IaaftIm FAX 541 -1700 136 Approved y= Minnesota JWS Dorn 5/26/00 Mo. ND, MIT INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS 0 C7 Treatment Pond . . .. ....... . ....... . ... ...... . .... i . .... . ... . .. V V TRUNK HIGHWAY 7 (EB) 64+200 - - - - - -- --------- - - - - -- -------------------------------------------- -- ----------- C�T --------- 7T WOOD BAFFLE A TO 301.2 (SEE V 02.00 41 Sa ------- SHEFiqT 22) V v— F 28.' 91 _,k M LT 3 301.5 (989) 01.8 (990) a nr) 301.2 (988) 1 —1 X 0 M 4 m 8 M 16 in RELOCATE`; t ZI NQ* C ONTRACTOR TO VERIFY "GAS MAINZ CHK 1 300. 6 986 300.3 9 I IMY DERTI" MAT MIS PI.M. SWIFICATI01. 00 AMT NS FWAKD IV W OVER M[UMME"ISIM W MAT I M • My MCISTERED FWFUSIMIA ENIMINITI 01001 ITT AIE OF M65MA I, V x �U/, " EXACT LOCATION OF FORCEMAIN AND GAS MAIN Trunk Highway 7 Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION. SHEET 79 OF 136 SHEETS (985) n C CWK/JLB PRIOR TO BASIN EXCAVATION TREATMENT POND DRAINAGE & SUPERELEVATION PLAN S.P. 1008-58 ? 300.0 (984) 299-7 (983) ChecKad By'. JWS //� / JP JEFF W. STEWART. P.E. DAn, 5/26/00 —Approved By: JWS cj f 299.4 -2-99 32 00 NWL = 300-22 1.8 '7- Ld V RELOCATE 027 GAS MAIN SEED AREA ABOVE A ELEVATION 300.3 15+592.40 02 T.H. 41 SB If 44.6 m LT 15+s 10 T.H. 41 S8 --.-SEE DETAIL SHEET 23 ,��:--34.5 M LT SECTION A-A NOTE: PLACE 0.3048m OF HYDRIC SOIL ON POND BOTTOM BELOW THE N.W.L. V, (INCIDENTAL) 302.1 302 1 ---------- . ..... "0 NOTE: GAS MAIN RELOCATION TO BE PERFORMED 301.8 301.8 PRIOR TO BASIN EXCAVATION. GASLINE - - - - 71 NWL= 300-228 j WILL BE RELOCATED SO AS NOT TO - - - - - - - - - 1:10 CONFLICT WITH PROPOSED STORM SEWER. 299.1 1:10 J 299-923 n NO SCALE NQ* DATE BY CHK MEVISIaNS Design By: TAW P Ian By: I IMY DERTI" MAT MIS PI.M. SWIFICATI01. 00 AMT NS FWAKD IV W OVER M[UMME"ISIM W MAT I M • My MCISTERED FWFUSIMIA ENIMINITI 01001 ITT AIE OF M65MA I, V x �U/, " 350 WaSINNOod Lake Offlcmi 8441 Wayzata Boulevard Minneapolis, MN 55428 WSB & A�iates. I= FAX 64 .1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Trunk Highway 7 Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION. SHEET 79 OF 136 SHEETS n CWK/JLB Cities of Shorewood & Chanhassen b Minnesota TREATMENT POND DRAINAGE & SUPERELEVATION PLAN S.P. 1008-58 ? ChecKad By'. JWS //� / JP JEFF W. STEWART. P.E. DAn, 5/26/00 —Approved By: JWS - u sa+Orr.T aT 4.78m rt. REVISIONS UBSI On By: RCH /J BB I AUDI CENT]" mfr N1s PLw. SISCIPICArIM. Is REMI WAS PREPARES OR (A ueEP 1 w A NLLY REGISTERS) Pp5E5s1eW EwtwEn eeER OIR[CT wPnESTATE r DRAINAGE TABULATION ❑ /� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET LOCATION TOP OF U iNE uNS ai t srAr[ nx T' NK A DRAINAGE STRUCTURE STEPS N000 CASTING 3 RC PIPE CS PIPE PVC PIPE RC APRON CWK /JLB / �`� Minneapolis, MN 55426 GEOTERTILE CASTING (NYERT DESIGN DESIGN TYPE TYPE TYPE DESIGN 4020 RED. BAFFLE ASSY. 300m 375mn 450mn 525m GOOrn 675mm 750mm 300mm 375mm 900mm 375m -- - 300 mm AC 300 an RC 300 mm RC 600 mm 750 mn 900 mm 375 mm Minnesota _ ............... .__............ RIPRAP FABRIC STRUCT. FROM OFFSET- ELEV ELEV F G 1 2 3 1350 1500 1650 1800 1950 STRUCTURE TYPE RCP ACP RCP RCP RCP RCP ACP RCP CSP CSP PVC PIPE APRON SAFETY APRON SAFETY APRON SAFETY APRON TRASH TRASH APRON SAFETY CSP GRADE INVERT STRUCT. [RLIPRIAPI . I CL• IV TYPE IV STA CL HOLE CL STRUCT m m m m m m (each) mm mm mn mm mm 3.6'O _ ............. ...__............__...._.._..._ 5022 m m m m m m m m m m m CLASS 1:2 4 GRATE 1:2.4 GRATE 1:6 CRATE 1:3 GUARD GUARD 1:2.5 GRATE APRON % ELEV 0 m3 m3 m2 -- _ 5008._.._....30±033 5007 . 033 3 _. _ -id] _............_._._. ___4.tm It_ _ . _ 0 33 3..- _.._......._....._._.......... --- ...7.333- .-3-0-E-5-1 302.739 _ 1 - ._, -_: 3033_.. ' . - - - -3 3.3.3.- - . 1.33 - -- - -- -- -- - - -- _._ -,- -. - - - -- _. -,_ - -- -_- __ 33 _ - 33.. - _ -- N..._...__- -- -- _.._..... - -. -. _...A _9.90. .03 3.3 _ .. _ _._. 3.......00..3...3 ._ _ ... 3.... - - - ---.._.__,- - ,. __ _._......_.... __. _ ..._.__._....- ,_ -"" _3 3333..._.._._._.._ .3.33 - - . II _. 0303_ _....... _.. .. _......_.... _ 3333 Y _. _._....._ 0333_._ _ .: ... -- -- __..__... ____.__..__.____....._...._.___ _........... ._ ................__...._....._ __..___.. _....... 3333 --- 0330. _...._._..... __._._......_ +D33 4.7m rt. .... _ .................. 302.739 301.464 - - 333 -- 3003_ ..._.__._.. 1 O. SOX _._........__...- 301.334 - - -- -- 5021 3333 -- 0003_ _.-._._..-----.._ .... ._.._..._...__...__ 15+690 sb 14.38m rt. II __ - I[[[[[[[[[[ 5002 30+060.5 7.4m rt. 302.827 301.316 1.61 ........ - .._ ... - ----- - --- - -.._ -. - __..... A 8.40 8.7m It. .........,.-- --... -- _ 3333. _ _... _. ....__.....- - .-- ........ _ _ _ . _.._.......... __ 3333.. 3333.. ._ . _ _ . .. --- -- -- - - - - _ - - ._ -_.. _ _. -----..... _ _ ._ _ 0.5 OX �__- 301.3 16 - 5 OUZ �_ _. _ -_ ___ __ _._ _- 5001 30+067.4 ... -..... 9.9m rt. -._ __.. ..... 302.857 ..... 0000 301.193 _.__.._._._.._..__ ._. 3333._ 1:76 0333.. 3030. _- ..._...._._.._........_.. ---- - ---__. _._..._ . .............__ ....._......._. ___..._._.. _....__Y._.._._.. Y __..---- ._........_. A 19.80 0033. _.. 302.500 - 3333 - - ____._..- -- 3303__ 1.95 .___._._.. _...__.........._._.__..__.._-_...---_--- 11 - --- 330 3__ .._.__ ........................_ Y _:.........__._ ......._._...........___...._.. __.....___.... _..._..__...._ _.._...- 0330... - 3303 _ 0333.- ---- ........_._...._.... I.46X 301.193 - 5001 _.._......_..__..._.. -- --- - ._..__..:. 5000.____..___30±070.9 _......._.........._.._.:._.._ 20.7m rt. ....... ......_...._._.........._...... n/a 300.898 ......_..._..._.3333- ___....__ .........._.._. 0.50X _._.__._._. 31.473 _.._...___ 5019 ._..._..._...__ _-_ __....__..._ 3333 -- 3333......._.._..._..._ __._._...._._........ - --Of _ - -- _. ................_........ 1 +682.3sb -_._,._._ ......................._.. .................._............ 0303 __.......... 7.88m It. 0333 0030._.__...._._.........._....._._..... .__...._._......_ ............._ 3333_- - _._ 3333- 11 -- 3333_ _ _ ___...._.._..__..__.._...._...._.._._........._.__.....----.._._ 1.46X 3.886 5000 333 3-- ......___...__. I I .__ 9006 30+071.7 B.Bm it. - .._.......n7n... .._._.....--- 1n�.7on _- - _- ..__ - - - -- 00. 09 ...._._.__. - ---- -..__.. .- - - -- - -- 3333. - -- 5010 30 +243.47 �_.�.._._....._.__.. -- -- ._...._. _. ...._._...._..........._......- 303.450 -- ..._..._ - 1.77 _ 3030.. - -- ._..0333- _ ..--- --- ---: - -... 1 - - - -- -. .._....- - - - -- 7-- - -...- -- - . ...._._........_._......._._..- - -- 1.60 ----- -- 3.60 - --- - -- - u sa+Orr.T aT 4.78m rt. REVISIONS UBSI On By: RCH /J BB I AUDI CENT]" mfr N1s PLw. SISCIPICArIM. Is REMI WAS PREPARES OR (A ueEP 1 w A NLLY REGISTERS) Pp5E5s1eW EwtwEn eeER OIR[CT wPnESTATE r 350 YWetwaod Lake Office /� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P 1 an BY: U iNE uNS ai t srAr[ nx T' NK A 8441 VYayzete Boulevard le+afnie Trunk Highway 7 / Trunk Highway 41 4I 8o 3 CWK /JLB / �`� Minneapolis, MN 55426 F Cheoked By: /� �j,/�. V _ ................_ 5003 ._..........._...._............_.. 30+077.7 _.........._.._.._.._....._.... 30 6 m rt. -...... ...... ......._._.._._................ _.............._...... 300.673 _............_.._ ........ _...... - - -- ..__.... _ . _.,._............ _._....... _.._._.._.... DRAINAGE TABULATION 0333. -- - -- 3033.- __......_._ - ._._..._ _ . _ -- 3303._ .- 3330_.. __..._.....:... _......._......._ ._............. ......_.._......._._......_.... Minnesota _ ............... .__............ ......................_ ._........._..:................ - ._..............._.._._ .......... _.:. - INFRASTRUCTURE - ENGINEERS - PLANNERS --- S.P. 1008-58 -- - 3303_._ ----"- _ _...._.........._.._._........._,.._........_..._..._--.........._.....,._ 02 15+687.1 sb .........................._...................._.__.._....... 31.8m rt ._...n/a n/a _.._...._._........_........_.. 300.838 _._...__..... ____...._._. _..._..._.-- '-- ----- -._.._..__.. ....... _....- -- ......__... �_.._ ... _.... 3033.. 0303 3000._ ......._..-- -- ......_._._ 3333.._.......____.__ 14.10 3333 -- -..__..._.. _..._.._........ _....__...._.. _ ......:............ 1 1. 60 3.6'O _ ............. ...__............__...._.._..._ 5022 15+ ......_...:._._ _._....._..._.._...---... 14.7m rt. ...__.._._.._....._._._....__.. 302.524 - 3303 - 0033.. 301.368 _.____._ -- ...._..._._.... _.....__-- 1.26 - ._.___......__._.._...__.._.- 3333.. _ . _. _ 0333 3333 "'- --- _..._ ..............__._._._._........._ N- ......._.._.._......_.__...._._ A ....._......_...._____..._.... 6.80 _........__.._...__ -_. 0003 - 0033 -. 0 l I tl 003.. ....._._._........_....._._.._. 1 _.... ...._.....___..__..._.......__. 3300.__.._..____.. ...._.___.0030___ _- 0.. __ ____ __ _ .................. ____ - _--- ,- ______- ._.____ .. _...._..._._ 5021 .d-sb _......_........-- -.._._. 15+690 sb _ ................. __....__..._.........__...._.._ 14.3m rt. _._._. _...._._..........__...._....._ 302.638 300.789 _......_.._.__ .._..._......._ ....__ ........ 1.95 _ 3300- - _- __ Y A 24.60 3333 '_.._..__........... _........... ._ ................__...._....._ .._....- 3303... _.._...... -_ _._._._._. 0033_. _._._._.. __._._......_ 3000. _ . _. __...... _ .................. -- - - --- - - 333 -- 3003_ ..._.__._.. 0330. . O. SOX _._........__...- 301.334 - - -- -- 5021 3333 -- 0003_ _.-._._..-----.._ .... ._.._..._...__...__ 15+690 sb 14.38m rt. I[[[[[[[[[[ 300.715 5019 SD20 ..,_......_._ ._.._ ..............._...._..._. 15+6....A b 8.7m It. .........,.-- --... -- 302.489 __._...:.__....._.... 301.495 00........0...3...__.... --- 1.09 ......... - -. - -.. .- 0.0...0.3 - ........_.._._.__.._..__.._- ... -..- - -- -- --- - _ -._._ 3303.-- 4.40 ..0.... - -- - ._ -_.. -.3- -----..... _..._...._._......I......I...... --- .._............._.....---....__ ....._......._._ ._- _......__ .0.0..0..3 -. - ..0.....00._ ..0.0...0....0 03.....00..........._._. -._ ..0... ---- -- ---- - ---__. _ - - _ _ - - - -- _...._......._ .... 5019 ......................._... 15+682.3sb 7.8m I t. ..__._.........__..._.. 302.500 0333.- - --_ 300.655 _...__._. - 0030.. ____._..- -- 3303__ 1.95 .___._._.. _...__.........._._.__..__.._-_...---_--- ....._......___N._....._ Y ._.._._.__._. ___A A __.....___.... _..._..__...._ ..........__....._ 15.3 0 3333- __- II_........._.............._.._...._... 0330. _......._.........._.._.:._.._ ....... ......_...._._.........._...... _. .........................------ ......_..._..._.3333- ___....__ .........._.._. 0.50X _._.__._._. 31.473 _.._...___ 5019 ._..._..._...__ _-_ __....__..._ 3333 -- 3333......._.._..._..._ __._._...._._........ - --Of _ - -- _. ................_........ 1 +682.3sb -_._,._._ ......................._.. .................._............ 0303 __.......... 7.88m It. 0333 0030._.__...._._.........._....._._..... .__...._._......_ ............._ 3333_- - _._ 3333- -- 3333_ _ _ ___...._.._..__..__.._...._...._.._._........._.__.....----.._._ .............._..........-------- 333 3-- ......___...__. I I _........._........_._ .............. ........._.........._....:...._ .._._.....--- ..._.... 3033 _........___... - -- ....._....- --- .._..._.. _...__.._..._._......._.... 0.30X 00. 09 ...._._.__. 5013 _.._._._.___......._.. .--'-- -- 3333. - -- 5010 30 +243.47 ............__._......_._...... 14.05m It. -- -- ._...._. _. ...._._...._..........._......- 303.450 301.700 - 1.77 -_ _ _ - -- -- - 3033... __......... - ......_._._.__.... Y 8 - .............._ _._.._._....... _.. ...._........_......_._......._ .- 12.80 - . ...._._........_._......._._..- ....._.- - _....____ ._............__._ _' I _.._ ___.._.._....... .._._... ................_....._ . _. _ . ... __ -- - -- 5017 _...._......__._............_...._._..._.........._ 30 +236 4.7m I t. 302.854 301.610 1.34 N......__..._._. A 19.00 I I O.70X 301.fi10 5017- -- ....................._...._. 30 +236 .....__. ..._...._._...__.._.........._. ....._.._.._...._..,._._ 4.78m I t. ...........___._ ._ -_..._ ._._.__ -. _._. _._. -. _..._......._..__ 0033.. _..__._.._.... 3033._........ ____...-° 3333- ___ ._......_....- --- __......_..._.._......._._ ...._. ..._..._...._..........._...___ _ _......._..._ __. 000,0_ 1-1 -- - _ _ - - -._� O.BOX -- ........ - OtA58 -- 5016 -..__.._ - - ..._._..... ._..._50.6_......._....30 +..333.3_. 217 _ 4am It.......... ....0...0.......0... ......302.772 - - --- 301.458....... ......_.. _ ... __.._ _ _ 1...41......- -_ - _ - - --- -- Y -- - _. - _.. 0333. 3333 - - - -- _. -..3.- - -. -- .. --... . _ ....._ -. -. - - 3303.. -- - - ._....._...._._.... I f 3...3 3 3 0333 _ _......_._ _ . .. .---.. -. 300.3 ............. - .-- . -....- - __..._ -- _ --- _ _. _ 0333. __. - -- .. .. - . 0333. 3333 -- - -- - 3333 - -- - - --..._...... -- _.._.__..._ 30 +217 ....._ .................._...... -.__......_..._... ......._..---...._..._._....... 4.18m It. _...._.._ - _-. _- - - -- - - -_ .._._. ........... - - .- ._...... _...__ ........... .._.._.......----..... ._A.....__ ..... .......... _.._ ...... 1- 1.._......_ ... .__..... __............_ -10 _40 ..... ._..... -- 3333 -_._.. _._._....... _ - ---- ---..__.._...._ ..................._._.....__.. .............................._ _..._.:...__._..................... ....... ....................... _ .... __. .... _ ........ .._... - _.- 3.36%_ 301.109 5015 --- .., 5. 1 ..............._...__...__ .........................._..__ 30+21 4 4.Tm rt. -- ._._.... - 301.175 -- ..............._. 301.109. ......_...__..._............... _ .._.._.... 1.77 -- - - .._..._.._..._...._......_.. - -- __....__ - --Y 0303 _._....___..._. _._..A --- ._..._.._._......____._ ___ --- __.._._..... -14.10 ..............._... ..._........._..__.......__..._ _....._..-----.._.......__..................._.._..___ �. �..._.._..._._._......_.._._...._..................._ ....._........_...._.........__ ,3003 - -- - - - - -- -- - --- - _- -_ ........ ._._..---.........._........._.._..._ 30 +214 4.78m It. 3336% 300.635 5013 0 14 ................._._..........._......_...__...._......__._.._._............_........_...._.__......__..__........_..._...... + 64 220 wb 10.1m It. 303.189 301.528 2.22 .........._...._...._........__ _ _ --- - -- Y -- C 13.00 -- -,- - ..._.._..._..._ ......... ................. ............ ................:..:.._........ 0333.- 3330 .........._...._.. _.._......_........ __. _. _......_ _.. .._.._...._.............._...._ ... .......... ......._....... ......... ..._._._._. ......_ ............ ._ ...... _._. ....... _._.._ _.__.._..... _......__._._...- - .._........_._._._...... 0333 - - - 3303... _..._.__... _....._...._._....... 5013 ...__ .................. 30 +207.6 ............_.._._..........._.........._........_......._._..._........... 17.45m rt. 301.900 300.426 _� 0000_ 0030_ .__ 1.44 Y _ - -_ D - - .. --- ... _ - .._.._.. .....__......... --- 16.90 __..........__ _ ..._..._.... _ 3303 3033.. --- - ._..........._ _......... 1 f _ .......... 3330_ - _ ........... - - - _..........._ 0033 --..-.-+.--.--. _.. _. 3330_ 0003__ __ ___ 0333 _ 3330... - 33:33 _ 3333 ..._�....... _ _ _ 3333... 0003 ... _.. -- ...._... 3333.. __..._........ ± mr. ......__....._........_.._...._ ._...._.._.__..._ ....._............. _.. 3333_.. _........- .,.._. 0...3.0.......0. _.__......._.. _._.._...._......_....- - - -- -- ..._.. - -__.- ---- -.0330 .- _.._..._.._.. - - -- -- ........ _._..- - - - - - -.- - ... - ----., -- _.......... ___....__........_...._......._ ._......... - .........._..... .. -.... __....._ ............................ ..__...._.................. - -_. - ._ - , -- 0 25X 3 4 00 38 1 50 2 -- - 3333 - 1 50 1 + ................._. 30 161.85 .............._.._..._... -..... tt.5m It. _ ................. ..._................._._........_..........__.....................................__......_... 302.100 300.800 ..._......_...._....._._._..._. 1.27 _...__.._.....- - . _........... - --- 3333.. 0330 0303.__ N ....__...__._._.._ ....... _.... 0 0333 -- ......... _. _._.._...... 9.40 .................. _.... ........- ..................__._ ......_.._..._._._.......-.._..............._..........._................_.._......__..__.............._.............. ..._..._..._........._......._. _.................. _ . -_ - 0333_ 5011A- .30 +175..7 4.1m It. 302.955 300.753 II D. SOY. 300.753 5011A ... - -. ... 0 +1i5.T .... 4.78 .. r - - --- - - - - - - - __-- --. ..0 .. - ..... ....................- ._._._._.,..__......_..._.._.._ ...._.- ........._... ,- _.!_[_ ..... .... ..._......._:..._._._...._...:..._.-.- ._.._ .... _....,_....-- .. -_ - -.. _.._.._.._...._...._....... __.._... - 3333 -- - 3333 -- -- 3333- --......._...._..... 1 5 1B 0............_ ... ..... + 1 89 8 ....... ... ..... 4.7m rt. -- .. ...._._....._..._........_...._ 302.883 - 300.689 -- 3333__ _.........._..._._............- 2.29 0000_ _._._- - 3333_- __ __...__._._.._....._._..... -- Y ---..__.._..._.._._._.._....._ 3033 0303. _ .............__ __._..........._ _..._.._.__.. 12_60 -- 3303.. _._._......._ ._...._._....---- 3330__ 0003-- 0333 -- __.......___ _..__.-- - .._...___. _..............._ ..__...__...... _._....._..._...---............ ____...__..... _..._........ _.__..___..._ ........- 0333.. 0333 -_ __- - - - - --,__- ._30 ...._ ........................_................_.4._....__......._.........__._._......_.._...._..._.__._.._...._...._......_.._._.... 30 +189.8 4.78m rt. _...._.... _...._._.._. 0330.- ...... ..._.... -3--- -- - -- - - 33:33_. .. -- - -. - ..._?__.. _.........._ 3303_.. _._..... ..........._......._..._..._._ ................ -- ... _ 1 I - - - 0.50% 300-62 6 _5012 5012 0.............. 33 30 +191.82 3333. 14.76m rt. 14.46m rt. _.... -- 301.900 00.343 - .--- .._.._..._ ...- -- - - -... _.. -__ .._.._..-.. -- _._..- ._330,.3 _....__... -- 1.56 - -- .. - ,. ..... _........_.._ Y E 28.00 Val __.._3300._ .. _. -.--- --.--.- -_.0...33..3._._ ._._.__..._....__.0...0 0......._.._.....- '- '- __,...._. 5010 4 +105.34eb 12.5m It. 302. 0317% 300.295 5010 ....... _..So_. ........ . . . . _ .- - __ . -I. 0303 09C ... 1...__ ............ ..............--- 5+603 sb ._..........." _...._.._.. . 9.9m It. _..._ ..............._._...._........ 302.802 300.650 -. 2.12 ............. ..... -....--... ... _. .....- ._._. .......... .._........ _. - - -- --Y- - - -- ....._.... _. _. _. 3333. -. _ ___...---............_._..._.........._ ..........._.... ...._..._....._.._...._......-- -- .._......_.._....._.._.._..__ .. ...._..._..__......_._..._..... _......_....._... _ ............_.................. _ 0030, _ _ 0333 -- 3333 -- -- 3333. _ _._........ 333 3 .. . .. _ ....._.......-7-' ............ sb ... .................I..._...... 9.9m It. _. _. ................ . . __........__..._.._........_.__...... 0333--- -._..._._._.. 0003 0000 _- _......... ...__.._.._._......._.__...._._ _ ......._.._..__ .__.........._... _._......_._......_.___._.__ .._...... _._....._._.__._._._....._._.__ _-_ 3333- ---..._. 0.50% ___._.__.... 00.56 0030 -- 5009 3333- 3330_. 0030_. _._.__. . - __...._.._ 5009 15+611.Ssb 25.2m 'l t. 30i.90D 300.245 � _ ......_._....__......_._..__... _......___ _-- 0330 3333 1.65 y - -- - 3303_. - ._.._.._ ._ _. _ .... ......._.. ..............0........_..._._._.__._ 0 ....._..._.__...._.__._.-- 3333._...... I I _...... .__._.....-- -.._.._.....__._... __... ..... ..__.._...-- -- 3333-- 0330- 0033..- -- 3333- 3030_. _- 3333. -- 3303 ....._._..300-2 --..._.._09..... 0033._. 15+611.2sb 25.2m It. 0.17X 300.228 5009A 5 9A 15+603. S' 2 __._........_.._..._...- 30.8m It. .-- --. --._ _._...___. n/a .- ......._.........__._..._..__ 300.229 0333.__ __ 3333._ -._ _____.._.._ ._.....-- --- -._..._......___ --- -- --- -� - - -_ 3333 - .._..___ 3303. 3333 3333 -_ 3333- -- __ _ ___ .........._....... ._...__.._.......- -- -._._....._..._...... -- -.....__....__._ ....._._...........__........__...._......._... ........._...__........__...- -- -- .._....- -__ - 0000_ __ 3003- -- - --- . ......... ........ - .._..--.._.. ....... ........................ ..........__._........_._._._.. - 3330.. 1 _ _. _.......... 0033. -- -- ..._.... ...__._.... 10.60 _ -- - 23.60 - 5a....._........_._.+......_. _ ._ 38A___ ._..._.....__......_._....__ 15 300 sb -.. 19m rt. _._._._._._._..__.... _.. 309.500 -- 308.250 - ..._._...._ .. L.21 _..._....._....._ - _ N D 5.40 .._._ ...................._..........__........- .......................__. -.3-- -..._......._........ ........... . . . -._._.._..... ...__.._ . .... ................ . ................. . . . ........... .._._.......-- ....... ..._._..00...00........__..... - - - --- ---- -- .... - -- - - -. -- --- ...._..__._.. - ----.. - ..._...- -.--- -- _ --` - .. __.. 5038 .... 15x301) sb ... _... _ 3333_ . 0333 13.8m rt. - --- 5333__. 310.114 3333. -- ._...... 308.223 _ 0303 1.85 0303.._ 0303 __._. _.._ - -- - -- - - - Y - -- C 35.50 0333 -- 3333.. _ ....._......_.....__...... _ ... . 0303. _._ __ 3330_ [I 0330. _....... _ 3300 0330 __ ._ . _..._.. ._.._..__.........-----.._..__- 3330 3333- _ 0333- 3333- - - - 0.50X. _._._.... - 308.223 ......__.. 5038 _.__,..- .. - -- - - __ .--• - - -_ 15 +300.3 sb ' 13.8m rt. 1 I 0.55X 308.028 5037 0 4 . 15 +335.5 sb __........_.._.. 22.0m rt. __.._..._..__..__._.......----- -- ...................__....__._ n/a 308.000 ...._......__.. __........_.........._....-- -. _........_ __ _ 0000.._ ......_...._._.. _ ................ _._..__....- �- - -- - -- -- - ...._......_... __..._...... -------. 2 6.20 ---.- - _._............_._......_ ._.._......._.._ _......_... -- ._.._._....... - - - -- 3033.. _......_...... -. _...._--_........_ .. ........................_....._ ............ - - - -- - -- _._..._ ..... .5037 ..........._.....__.___ .. 335_.5 sb .._._. ...........___._..._......._._. 14.Om rt• _.._._.. 309.450 0333 -3033 307.960 _.. - -- -'- -'i3 -. 1.45 0330.. -- - _.._._.. _......__.._.._._.._.. .: _.. _.. - 3330_. ._..__..... - _...__..._......... Y 03 33. C ._ ._ __._........_. 22.80 __.._.._ _ 3033.._ - - �- _ [ [ ._........_. 0.00...3 _ .._ .1 1 ..__ ..... ......... 0333 0333 ....._... .._._.. .. -- _ 3333_.. _...._._._ _ ___......_ _..___.._ 0. 0 0333- -- 307.960 .- -... 3033 5037 0300... 3303._ 3303. _. _ ._......._..... -' - 0 15 +350.isb 24.9m rt. _..__ .... ........._...._......_......_.. 309.289 _.__......._..._ 308.039 ......._................. ......................._...._.. 1.21 0333. n _ N _ C 8.20 _ ._... ........ ...................._...._..... - -- 3333._. _._._._..._.._... _._.�.�.__.. _...._.._.._..._.__......_... . _._.._ ........................... ............_.................. ..__..._.._... --- ..__.... - _.__..._. - 3303. - -- Z. SOX 3033 3033... 307.390 -- ._..__.... 5033 3030.. - - __. ___.._...._....._ .. 5033A _........._...._...._.._._......... 15 +358.3sb .._ 24.9m rt. ............._._......_.._.. _.__..._..._......_ 309.228 ......__.- 301.982 I. --- - -- ..._.._..__N.......__. 0330. 3033. �......... - 3033.12. ZO..._.._._ - ........._.._...__._..._. __._..__ 3330... - - .._._.._ 3033.. _._ -... .. -- --- 1I - -- ........._ _. .....- ........._....._........_ ._...._....._ _...._._......... _ ..........................._.. ................._...._.,_.._ -- .. -_ - 0.70Y. 307.982 5033A _ _5033_ 15 +358.3sb 12.7m rt. 308.917 307.241 81 1.7 Y 11 2.tOX 301.726 5033 1 +358.6sb 12.7m rt. ... . ....... .._.._.._.. - . - - -..._. - . -_. -_--., - -_ _ - -- - - -. .. - .... - 0303.0303. 3333 _._ 3.ODX ._.._........_..... 305.990 ..._...__........_... 5052 _.....__.._ _. .,__.....___ ........ ....... _.._ 5052A 15+400 b 5 22 5m rt. n/a 306.500 0333 -- ...__....__..._ ._- _ _ - 3333 --- 3300. -_ 6.70 0300__ _ ____..._......._.._......._..._.._ ........................._..................__......_......... ......._.....__.............._. T1 ....... _. .....__..._..........._......._ ._............_._ .._........ .....:..._.._____...._..._..- -- 3333--- 3033- _...__....._- - -• - -- -- -- -- ..._...._.....-� 3330 __ ___.._...._....- 3333- 3.333 ._........._. -- -_ _._.___.._.._.......___ __.__......._...._._.__-- +4 sb ..-- 3.35m rt. -. 3330- ...__._.__....._._.._..__. 307.354 __. 306.104 -_- 1.21 ____ -- 0303.. - - -- _ - _ - N __...._...._ G 10.10 _ .......- -- - ._........ _......- 3333 ..---.-.-j.-.-....-....- 3333- _._..... 3333- 0000._. ...... ([ _.. _.. _ _......... _ 3333. _ ... 3333. 0333._. _......_. 0333_._ - __ 3333_ _ - ___ . -...._._ ........................._,........._....._._............._ 1 +400 sb .._............_..._...._....-- 14.Om rt. 307.706 305.249 2.42 0333 _ ...._........_- -- ..__...-- 3333.. _ -- -- Y._.._.._ 3330 -- _. C_....._ ..._..-- 3333... - 33.70..___ -...._ _..-....._..._._.__ ................................................_......._.._................. ...._...........__.._..__...._- --_.._.... ...._....__......_.........._.. _......._.............._....__..._ .._......_..._..............,_- 0. 07 306 05 1 5 52 15+400.3 ...... -505 sb 14-Om rt. [I 2.50% 304.407 5053 5.......... i5+ 4_..-. 6 ................................._.........__......_............_.._.. 33. ....._.._........_............. 306.402 .._.._._ 305.152 ........__...._ .._ ....... _I....... ...... 1.21 __...- ..0333.- _. 3333_ 3003_ -_ ._. -._ N_ _ _ G 13.80 - - -- .0.333__ .......... 00....3.....3 0.. --.- - ---- -..... 0333 -- - �.�...... _ 3333.. - 3033._ 3333.. _ _ _ 3333 3033_._ __ - - - _ 3333. _ 0333 __ ... - - _.. - - -- - - - - - - --- 3333. 5053 _...._._..._.._....._...._........._ ........Sb......._2.7m..rt,_._. t5+433.6sb ........._......._....... 0333 i6•Sm rt. _ ................._...._._._- 306.526 304.407 - 2.08 _ -- - -- - .0303. _____ ...................._._ Y __.__..... ........._...__..__..__...._._. C 16.40 _._..._....... __.0303 -----.._........_.......... _ .........................._._. .-- 3333- --- - --- ------.._.......__....__....__........_.._..._.................._......._............_............................__..._...._..-----__._.......-------- 3000 O.SOX 305.083 5053 -, - - _- - _ ...... _......_..__ .........................._..__....._._.._.._._..__._...._._._...._......_-._._. 1 M 3.9sb 16.Sm rt. ..------ ...._.._.............__ ...0.....0............3........ _....... -. -- _...... _..--- 3.- .... .... . - - -33- _..._- - - -- - - -._._ ..... -. -- .---- _...._..._.._._..-- . _......_......_ ...... .-- -- --- ---......._._.._ ......................... ......................_........ __..........._...__ .._ _........._.......__........_._ .._ I I 0333- _.__ .___...._._. _........ .._._.._...___..._ ............. 0300_ -_ _ 2.50%-303.997 - -- x.. - -- 5054 -- - 3003_ -. ___......._...._ ..................._._...._..... 15+450 sb ._.....................__...._. 2.im rt. _....._......_._.......... 305.526 -- 3333_. 304.216 _._.._..___._ 1.21 ....... .......___ __.....__...... _.. 3330_ ____..... 3033 - ---.- . 3033.- N - 3333-. 3333 -._.._.__...__....-- C 13.80 --- 1--r-.- _. _._...__................................... _....._............_........._. __..._..._......... ... --- --- - -_ -- ----__.....__.. 1t _............_..:......_._...._ ___............_..........._...._......._....._._.._....- -- -- 3330 ....- ___5054_ 15+450 sb 16.5m rt. 305.911 303.997 1.88 Y C 16.80 O.SOX 304.207 5054 15+450.3 sb -I 6.5m rf. _ ... ._......_..._.._.__ ...... ........_.__._....__...... ... _........._......_. ___ .__ - 0030 __ -_ _ _- ___..........__...... .........._....._. . 0333 .._._.... - -- .._._.__._._..__._........... II _.. .__..._.- .-- 3333 _. 0330_. 0333--- 3033 0333-- _..__._.._Z........ DX _.. 303.577 -- . -- 5057 0003_ ___ .. _._.....__......... ...... 051 ._.....15+466.8 ........_._...._ .............. . sb _......---.._.. ......... ............._._........_....._ .. rt. . 0333 0303_. _.... ...._........_..._......_......_._.._....---- 305.282 303.517 91 2.7 .......... ..._.. ....... _....._...----.._ ........ ......................._......_ 0330. __ ._ --- ..--- - 3333 -- ----_____. _._.._......- - -.._._... 3333_- -�- --- -._._._...__..... ..--- ............._ _........................_..... _.__......_.._.. ......_..-- --.................. 333 3--. ..........._........._.._....-- - ......_........ _._........___ ... ......._...__ . ...... ._.._........... ........_ - 3333- - - ............................ _......_....._....15+467:1 ............................_.. sb ..............._1 16.Sm rt. _ .............._......_....,._,....,,....._, ..._...__....._..............._ 0.3....._...__ .............._.... _..__...._.._ -- -. -. _ ..........:..._......_ _ 0333-- -� - - -- _ __- 3333- 3330 - 3303.. -- ----._ __._........._ ...........__.._.._.._.......__ _ _ - --- .__ -- --.._...........__ ..........._ .................._ 3333__ ___._.._ ....................-- -- -.........._ ..._......_..._- -- (( ............ ....._....._.... _......_...__.. ........ ..-- ..... .... _....._..................... - -- -- -- - -- _-_ 2._00X_ 343 005 5058 _ 5058 � ....................... 15 91.4sb ...._...__......__....- 23.1m rt, ........ ...._...._...._.........._..._...._.. ......__......._......_.__...._ n/a 303.1)05 .._._.._ _.. _.__._._._.. 0333- 3333._ ...__........._ ...._._._...._. 3330 0333 3330.. _.__._.._.._ _.._ .._._._._......._.._.._...._.__ ........ ............................... _......__..._ _......__.._... - - -- -- - _ ,,,- _ __....-----'-..._._..._.__... .._._....._.__........_..._..._ ..__..._._..- -- ...- ----- --- ,_..........- - --..3 333_.. -- 0030 3333_ _..__._...._ 3030... - ..... -------- -. � _._..._...- .._._. ...... ... 5030 15+616.1 __.._...._. _._...._._.6 sb 302._51)0 301.600 0.86 1 I 6.00 10.00 5031 _50._7 _...._ ................................._...__................_. t5+603.4sb 36m.rt. ..............._.._..........._ n/a ___ 301.539 - -_ _- 3333_ -_- -- 0000_- 3330 - _....._........_...- -- ...._... _..._.......__._ .......... .............._......�..._..... 0333-- --._.. _.__...._....._.._.._....----. .._.._._...............__....._ _._..._.__._ 3333 3333- ...._..__ _---- 11 ---....._..............__........_._...__...._._.._..........._........... 1 1 .._........_......._......_._.. _........_... _._.__.._._._._.........__._...__..._-- 0.3 OX 301.539 5031 .............._.__ 2 A ...._............_..._._.....__ 1 82 sb _......_.._ .........................._.............._... .. 31.Im _............__._...._.. _....._..._._.__..._.. n/a _ __. - 300.228 33,30., - -- -- - -- 0333_- ._..._ 3333_ - 33._.33 --- -- 30,33.- ...- ------ - -...__.... -- ----- - - - - -- 3003 - -, -- -- -- 00.......33 .-- ..--- --- -- - 3333 - _- ...__.._....._..._.._ ._........_._ 16.10 _ ... ..........._............._....- ..._. _.._......_....._...._......... _._.__......._._. _._...._........ ........__...._......_.....__._ II ... ......._....._....._..._.....__ ...__....... - - - --- - - -- - - - -- -- - - - - -- - -- -- - - - -- - ..._._... 50278 15 +575 sD ...._.._...........__.......... t. 9.9m It. 3333--- -.._.....__._.- 303.130 .�--- 01.880 -- 1.21 -. _ 33_.33. -!+ 3 ._. -3330 _.........__ .._..._.__..3330 - -._._......_._........._... ----...._...._....._.._._...__....._.._... ..............._._............. 4. _...__.._... 0033 -- 3333,. - - - °_ _0,.0,.03- --- -- - -- .._.._............- .._......__ ............. _............._...._................... ..__.._...........__........_.. 1 _......__.... f _.. 0333 - - I.00X -- 3303 _. 300.048 _...._..... . - - ..._..........._ 5027 3033..- ..__._..__. _..._ . ............. 027 15+575 sb 0333 14.7m It. - ......._...._....... 303.327 --- -- ....._....._...._ 00.048 ...._...__......_. .. ..3330._ 0333 - �- .....3.30 -- -- - Y 3333 B _� - -- - 3333 31.80.........._......... _. ...................__.................._.. ...._._.._................_. --- _.._..__..__._.._1� . _I _.._ ......................__.._.._...._ ......_....._......._......_... _ - -- - - - --- 3333 -- .. _._.... ._. 0.50X ........._.........._...._..... 301.856 5027 _._._...... - 3333 1300% 299.730 5026 - u UATE aT CNN REVISIONS UBSI On By: RCH /J BB I AUDI CENT]" mfr N1s PLw. SISCIPICArIM. Is REMI WAS PREPARES OR (A ueEP 1 w A NLLY REGISTERS) Pp5E5s1eW EwtwEn eeER OIR[CT wPnESTATE r 350 YWetwaod Lake Office /� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P 1 an BY: U iNE uNS ai t srAr[ nx T' NK A 8441 VYayzete Boulevard le+afnie Trunk Highway 7 / Trunk Highway 41 4I 8o 3 CWK /JLB / �`� Minneapolis, MN 55426 F Cheoked By: /� �j,/�. V Cities of Shorewood 4�i Chanhassen OF JWS JEFF W. STEMART. P.E. Amaiafts•Im 612- 6414800 FAX 641 DRAINAGE TABULATION 136 _ AOaroved BY: • E -1700 Minnesota JWS HATE, 5/26/00 REN. 0, iss11 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS ■ DRAINAGE TABULATION ❑ LOCATION TOP OF DRAINAGE STRUCTURE STEPS 1WOD CASTING RC PIPE CS PIPE PVC P[PE RC APRON [EOTEXTILE CASTING INVERT DESIGN DESIGN TYPE TYPE TYPE OES[GN 4020 RED. BAFFLE ASSY. 300mm 375mm 450mm 525mm 600mn 675mn 750mn 900M 375mm 900mm 375mn PIPE 300 mm RC 300 mm RC 300 mm RC 600 mm 750 mm 900 mm 375 mm RIPRAP FABRIC STAUCT. FROM OFFSET ELEV ELEV F C 1 2 3 1350 1500 1fi50 1800 1950 STRUCTURE TYPE RCP RCP RCP RCP RCP RCP RCP RCP CSP CSP PVC APRON SAFETY APRON SAFETY APRON SAFETY APRON TRASH TRASH APRON SAF €TY CSP GRADE INVERT STAUCT. �Rl.�PRAP II[ CL. fV TYPE IV STA CL HnIF CI STRITT m m m m m m (each) mm mm mm mm mm m m m m m m m m m CLASS 1:2.4 GRATE 1:2.4 CRATE 1:6 CRATE 1:3 CUARO GUARD L:Z•5 CRATE APRON % FLEV 3 m3 m2 5026 15+543.2 sb ITEM 15.3m It. 303.709 99.723 (7) Existing pipe A TYPE A SEE DETAIL - SHEET 23 B _ - ._.... 4.07 TYPE 8 ._._- .._. -._.. ----- .._.._. ....... Y C 0 806, 816 d 825 M 4125, M 4154 8 M 4134 - D RING CASTING A GRATE 21.40 M4143 .._... g _ -- ....._..__._._...._. _._. .............. _ .... 721, 100-8 T~- ...... -- -- ..__..... _ ....... _.- ..... M4I400, N4101 D _.--.............. .....- ...._.. -.._...... ._.__........._.._......__.._.. _ _...._..._......._..._._..__.._ F II TYPE F -- SEE DETAIL SHEET 23 _ -� G FRAME 805, 816 N 4132, M 4154 _._..- - .........__.........__............_._._...............-_...... ..._._.......- O. IOX _- ...._...... 249.5(6 --.. 5UZ5 -- - ..__._.._...._. _........._... ... - -..... .. 15+542.8 sb 15.3m It. NO. DATE BY CHK REVISIONS e8, 9n �'' RCH /J BB I NEIElT CERTIR iNAT THIS KAK. SPECIFICATION. DE AEPOIT NAS PIONO 0r 01 IIOEI NT DISC S/RRTI3Na Ns TxAT N SN A MAY [EIS E E0 PAOisSIOI¢ ENENSFR MR 1AAn11�YODd LAIR �� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan a By: UE SAPS O NNE S TE O CIWI 305A 8441 BOUIeVafE Wayzata _- -- -_ ..__._......... - ........ _....._..._...._.._........_ ........ ........__..._...._............ - _.._.. _............ --- -- - -....- -- - -- - _...._...._ ... - --------- -' -- _.........-' 5032 .. __..._ 15+446.3 sb ._......._...... __.._ . . ....... ............ tt.tm It. . .. . 305.817 .................. 03.931 ......_ 1.85 JWS ; y �I� FAX DRAINAGE TABULATION __. C 75.50 Approved By: ,; JEFF N. STEW. 55441 -170D Minnesota .... - II . .... . _......... JWS DArcv S/26/00 no, ND, 16511 INFRASTRUCTURE - ENGINEERS - PLANNER& - -' S.P. 1008 -58 ......- -- 1.55% 302.761 5025A 15+446.6 11. - -- -� _ _. _ __ - -- - -__ _...._...._ ........................._ _..... ._....._.........__.....__..... __..._.._........... .____._....._........__......_. _ .... -- - ....._........_._..._._ 5025 _...._..........__...._..__..._'___._......_.__..._........_.._.___. 15+521.8 sb 16.Om It. _........._ 15.7m It. ..................._ 304.170 ._................._...__ 99.573 ....._...........:_............ ......._..............._._. __._...- -- - ....._..._ ._._.....-- -- ..._..._ 4.62 _._... °- _ ... - --'- - -- Y '- -- - .__._.... B _..- - ._.... - .._..__... _...._._.._...:.. 9.60 _......._.._._...... ......_......_.._.__._... - ..__....... - II - - .........._ _..................__.... ............_........_......... - -- 0.70% 299.506 5024 5024 15+521.8 sb 25.5m It. 25.3m It. 302.200 99.500 1.00 Y 0 5039A 15 +266 sp`_.__...f7m -rt.- 310.375 09.125 1.21 - N - - - 0 5.50 - -- - [I ...._...._......_... _._ 1.70% 309.032 5039 _ _......._..._._.._......._.+ 5039 ........_._ .._......_......I.._....._----_ 15 260 sb 11.Sm rt. ....___...._........__..._. .........._.....- __......_..__- 310.523 09.032 - 1.46 -- - - _.__... _ ...................-_._...---....__......._.. Y ._...- C ...._.__._.._.._..._.._._ 29.30 ...._...._.._._..... --- - - -- _ ...:..--- :._.......... ...- - -- - --- ...__.....- :_.......... - ..__ ...:_.__._.._. - _._..... 11 ---..._._............__....._._........._..... _........_ ...._...._............._..._.._ ._.._...- ..._..._....._. _._._._._...._..._.._..._ _. 1.70% 308 534 5043 -' ._ -... ---- °- _....... 5047A _.._._.. 15 +182.7 sb - -' - - -- ...__.........._.. 25m rt. - -- -' 311.494 10.200 - - ............ ......_....._....._._........._ 1.26 . .........__... __._.__ - -- ' - -- -_ -. - -'- ... ......_......__._.._.._...__.._ N C - ._._.. 2.90 - --... _ .._... __..._.__ ..__.._..__ _ . _._.............. __.... ......._ .__.._......... ... . .._._.._........._.._......_.__ _... ..._._... ..._._....._........._._...._._ ..._...._......... ..............__.........._...- _ -. -... ,- _- - - --- 5047 15+182 .5 sb 22.Im rt. 311.390 10.172 1.18 N C 13.10 II 2.807. 309 805 5046 50468 15 +195.1 sb 25.3m rt. 311.494 09.722 1.74 Y C 2.90 v II ............._... ._...----.._-......_...._.-.._.... _.._......_......_.........__._ .....__............__...'--' 1.50X -- 309.679 °.._....__..4 5046 ..__ -- --.._....._......._. ...__......._...... -'--+ 5046 ----_ -...__.._...._._..__....._...__ IS 195.6 sb 22.4m rt. ..__ _..__.._...._.._. _..._.....__...........__.. 311.390 .._.__.........___.._..._.. 09.622 -. -- 1.73 ._.._ .............. Y C _.._.._._ 12.20 .._.... _._........ ------ ...._..............._..._..._.. _.............._.._ .._..__....__._.. _.............._.. _......_._.._..._..........._.._......_ II _.__.........._......._........ _.._...._..__ ..........__..__ _.._..._.__ _..� 1.00% -_ -- -- 309.500 50 6A ..._..._...._...:_...- - _ 5048 ....._.+......_.._..__.........--_......--_..... 15 170 sb .._...__ II -Im rt. ..............._....... ..._...._...._ 311.069 ..._...._......__.. 09.814 __...._...........__� __..._ 21 _..._..........._ _.... .........._..........._._._._.. - --- -°...._...._..__.... _ ............ - _._.._..-- - - --- - --- ... . N _.._._.._.._........__... - C 25.50 - - .._.... _..__.._... -- .._......__...._.._ ._...._... - -.. _.... _..................__...__ -._.. _................ . ....... .._._......_..._.._......._.... If __.... ...... _.... _...._......................_.. __......._... _ _....._................._.._.__ ._....._............_........._ _- _ -- -__ -- -- 0.65% 65 309-653 _ 5046A -- - .................. _...........__.........._..__ 5046A15 -- +195.7 sb ......_.,_......_.. . _.._........_._..........................__. 10.2m rt. ....._...................__.... 311.158 09.500 __........__.......... .:.__................._........ _..........__..._..........._.. _.......__..._.....__.... 1.68 - -.__. - -......_..... . _...._.......... - -- ' ._.... - _.....__._.._.....__..._... - -' - - ......._._ ............ _._...._......._ ._.....- .._..._..._.._.. - ..._.._.._ ........._......:_.....__ ..__.............._............ _.....,......_.... - _...._.._...........__._.... .._. - - - __. _........_...... .. -_.. 15 +195.9 sb 10.2m rt. .... ..._.. ....._....._......_.._... __._._......... _.._.. _....... _.- _........_.......... -. - _ _ _._......._.._..........__... _ - _......_..... ._.... _.._._- . -- 5045 15 +207.7 sb - 11 rt. 310.927 09.258 1.63 Y C 23.00 II _ -. 2.00X 308.798 5043 -- - 5044 ...__...._.__..._._... 15 +228.4 sb .._........._.._......._.__ 18.3m rt. .... ........._..... 18•Sm rt. ........__.........._._......_- 310.200 08.712 - - - - -- 1.45 ..--.._................_.__.....__.._...._.._........----.._..._._......._..._......_._............. Y 0 ........_......_......._.. -_..- --- - -_... 8.20 - -_ _..._....._....._._.__._..__....._-..__......._......._..._...._....._.._........._..._._......_......_...._._.__.._......__........_-...__..._...... II _............ ....__.._..........._......__._ _- 2.28% 308.525 5043 - 5043 .----......._.._._.._...._.._._._......._.._._ 15 +230.7 sb ...................._._........__....._.._. t0.6m rt. _...._........._..._._........- 310.747 08.525 ...._.--.....-_.. ._....._......._.......__..._.. - - - - -- ....__... 2.19 - -- -._.. _....._..._..._._. Y __T.._... _._._. C ....._. -.... ..'--- .._...........__ --- ._........ _._._....._...........- --._.. _. ._...__.................._.._.. li) 2.7 __... ....................._..._...._ ........_.........._.._........_..... ..._....._._...._........_._... _....... ......._....................... _ - - -- _ . - - - 2.28% 308.463 �.. 5042A -- NOTES: I Pay Height =.Top of casting - Casting assembly + Slab thickness - Invert elevation Station & Offset to end of Apron aP 900rrm1 jacked pipe (1) Top of manhole- 1200rtm structure with 1200mm costing F (see detail) (2) Costing assembly F -consists of 15.3 m of vane grate set at B424 flow line elevation. Begin vane grate at 15 +151.7sb 11.3 m right. End vane grate at 15 +167sb 11.3m right. (3) Install salvaged 750mrn apron (4) 22.5 degrees elbow and couplings incidental (5) Special outlet structure (see detail structure # 5024) CASTING SCHEDULE JD CASTING ASSEMBLY ITEM CASTING NO. STANDARD PLATE TYPE (7) Existing pipe A TYPE A SEE DETAIL - SHEET 23 B _ - ._.... FRAME. GRATE d CURB BOX _._._.. ------- ----- - - -- ._.._ TYPE 8 ._._- .._. -._.. ----- .._.._. ....... SEE DETAIL - SHEET 23 ........... __'.-- '- -'-- ..._..- -' -- - ........................... _.__. C FRAME d GRATE 806, 816 d 825 M 4125, M 4154 8 M 4134 - D RING CASTING A GRATE CONCRETE 731 M4143 .._... g _ -- ....._..__._._...._. _._. .............. _ .... 721, 100-8 T~- ...... -- -- ..__..... _ ....... _.- ..... M4I400, N4101 D _.--.............. .....- ...._.. -.._...... ._.__........._.._......__.._.. _ _...._..._......._..._._..__.._ F ._.. - TYPE F -- SEE DETAIL SHEET 23 _ -� G FRAME 805, 816 N 4132, M 4154 (61 See wood baffle detail 8 treatment pond drainage sheet for location. (7) Existing pipe (8) Manufacture structure with short cone, incidental (9) Includes 1 meter sump (10)Tie' all joints on centerline culverts and storm sewer with a free end under the roadway. (11)Tie all joints for all bends and three joints in each direction from bends. (12)Use class C bedding exception arch pipe. use class B. o (13)Use bent bolt with 816 grates (see standard plate M 4154) D D NO. DATE BY CHK REVISIONS e8, 9n �'' RCH /J BB I NEIElT CERTIR iNAT THIS KAK. SPECIFICATION. DE AEPOIT NAS PIONO 0r 01 IIOEI NT DISC S/RRTI3Na Ns TxAT N SN A MAY [EIS E E0 PAOisSIOI¢ ENENSFR MR 1AAn11�YODd LAIR �� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan a By: UE SAPS O NNE S TE O CIWI 305A 8441 BOUIeVafE Wayzata 9mrt�OFA Trunk Highway 7 / Trunk Highway 41 81 cwK/JLe ���/ - W B Minneapolis, MN 55426 cnaccec BY: Cities of Shorewood &Chanhassen JWS ; y �I� FAX DRAINAGE TABULATION 136 Approved By: ,; JEFF N. STEW. 55441 -170D Minnesota - JWS DArcv S/26/00 no, ND, 16511 INFRASTRUCTURE - ENGINEERS - PLANNER& S.P. 1008 -58 SHEETS IFAii,._ • C M Y C i C C W BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE T igh: ay I :S BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 182.05. 70 FT SSE OF TH TH 7 . . . . . . . 311 311 -. - -' _ _ _ _. - _ _ 310 310 - - -- -6 00 - -- - -- . . . . . . . . . 309 309 . . . . . 03 . . . . . . . . . . . . SEVEN S FORTY 50+0(04000 TA 15+ ONE CR 69.078 SS [N6 . . . 308 308 J G VI N O. In. . . . . . . . . . [tN J +m to . . c�� c . . 1 . . . . . . . . . . . . 307 307 m Wa . . . . . . . 306.662 0 306 306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 305 305 . . . . . . . . . . . . . . . . . . . . . . . . . . . CL 1.1 a-3 , 69 . . . . . . . . . . . . . .304. 304. OK S 48 N . ` . . . . . 304 304 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 CL m 3 I. I o. 1.55% 5 . am .R . P. . . . . 3 . . . .106. .303.,93 ` 303 303 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL I.1 .0 1 55% . 5:5' m L I'1 'o 375' 1'.55% 'RCP . . . . . . . . . . . . . . . '302-761 302-703 S . M . . . . . . . . . . . . . . . . . . M ci) t0 L ^. O L? O <f O f h -. D4 n LLi 4' VM OO O! OU OO OCi rr) ten) 15 +200 <T m N] f` Q r71 O ID In NN. _- .Om .m.^ .��. Ord OC: Om Ch mC. �-C '0 �:O !) m 11 N ^- Q :` V1 N In .- Q C� N .��. . .Q v. .NN. .O r. .0]r. 0tl1 .Q mG: mO: O)O +. mr:. .DO �. .��. .cla G:. OJ• .OY. .O C. .O L. .O p. .O L. .O rn 15 +300 Ci: m �) In O O M. __ .m �' rt0' OO(c -r- tiP.. p. .O ._,. .O p. .Ord. <t V> ;/3 O N to ^ O r -. l(7 <C .Q M. .N ...- .��. .` ^. .Q �. .N.V. .�F_. .�r_. � ,:. .. . .� ' . .��. .00. .. .O C- .O p. .O.r,. .0 �.;. .O M f'n 15 +400 �- ID %L :f'• l0 <s vi SD T .� �ti. .P c. .N'�. .�V .-iA:. C. 0'-;. .O C. .0 :1:. .O Q. .0 �:. .00. ir) M - t :fl ti -- Q tX: M N 1f) <i,• .Q �. .N +500 BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE . . . �7''� 1 . igh. 1y l S $ . . . . . . BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 182.05. TO FT SSE OF EB TH 7 . . . . . . . . ¢' SCHOOL- . . . . . NTRANC TA 9 5+ t STA 2 89.319 +000: 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 312 312 ANE. G.R ?AjL. TE SEE HEET.2 . . i 046 n 04 . . . . . . ROPO$ D.GAAD . . . ¢.CHA KA RO STA. D.STA 5 ±353. 0+000. 5$. 00. . . . . . . . . . . . . 311 311 -. -_ _ /COD 3. ... ... . . ... 1 i. 310 310 . . . . . 25..5 .309 - 300 819. _ rrm RCP 30 309. 653 00'N6E 5 J309,032. 03 03 . . . . . . . . . . . 309 309 . . . . . . . . . . . . . . . . . . 12 m -- CL t l 460 mm 2. -0OX RCP 309.2.8 309.2,5 . . . S, N, 308.7 308.5 8. S. 4 N 29.3. . - 300 mm RC.P . . I GRIG NAL GR UNO . . . . . . . . o . . LO . . . . . . . . . . . 308 308 2 CL m - 45 6I o 2.00% mm R . . . . .308.52 . . . E&W . . . . . . . . . . . . . . 35.5 CL 'I m' = 30 is '0:5 rrrn RC % 3 08.02A 7.960 N 0 . . . + . . Ln . . . . . . 307 307 2.8 m L I f, -. 375 2.50% RCP .307. -7 .307..3 .307.2 E . S . 1 N . - . OS O5. H . . 306 306 ... ... ... ... . . . ... . . . ... . . . . . ... .. ... . .. . . . . .. ... .. . . . .. . . . . . . . ... .4.1_7 CL'I ... m - 37 1&3.0X.. .mm R P. . . . . . .. Z . -� 305 305 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 33.7 05.990 305,249 m'- 37 5E N. rtrti RCP-' . 305. 83 W . Fv- . . a . 304 304 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . @ . •. C 1 1 @ 2350% 304. 07 Nb5 EtCP . 304.; 303.9 07 E 7 Nd5 . 303 303 Mnl Mrl MM r Mrr; m MD . .ti MM ;n .M "). m .M O <r L'7 .� "�• .N1 O �. .Q �". M ^`• ^ m !)` .N r' 'M r;,,. .- nw v C` �•.. M ^�"- OCn , oic 'O M w'• me C• Ol_:- M M m i mm - OCO^ M M Nl mom' M m .p M M Nl to �' ma,' 0. O.? M n) No .m ms OG. M c C) m. .� mm .0 .._. M M N) NA �. .Q mm .O M M. _ mm G• .00. N`. M - .m 'ti r_' . .00. M M E'; m. .` 00. M n1 .Q 4}. � 0::;O Mir, O .N M Nf1 - .m U. OG. n'• W.r and .O VI �. .Q m.r V O%. vD Q. .N :. d Oi;. <D .m �. :. �u -O C.,. . . . . . . . . . 1 + 1 + 1 00 MINNESOTA DEPART�NT OF TRANSPORTATION SHEET 82 TRUNK HIGHWAY 41 - STA 14+938 TO STA 15+450 OF DRAINAGE PROFILES 136 S.P. 1008 -58 SHEETS NO. DATE BY I CNK REVISIONS Design y: TAW I HOED ODITIFT THAT IS PLAN. SSECITIFATItN. d WOU US FASPUES NT <A LMI NI O N5 AMNVISIy N.0E3 I w A NLLT ENISIDED NVrSS1eW nFlNEe1 &WEN MF 4E5 a fNE StAt a NIN430tA � � , _ ., n % ! e �.� '.� •350 WaStINOOd Lal� Off. 6441 Wayzata 13aulevard 'A, Minneapolis, MN 55426 wsB � e12s41.4B00 &,E•cTOere4S /x FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS ;, �SaE+norA Trunk Highway 7 / Trunk highway 41 - Cities of Shorewood &Chanhassen Minnesota 7_1 an By: - CWK /JLa - Checked By: JWS ADDroVed y: JWS %V JEFF W. STEWART. P.E. OATFS, 5 6/ OD RFN. ND. 16511 • • Y] N u tv BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE o 'En SEVEN ST FORTY .500+0 TA 15 ONE CROSSING 0.000 69.078 . . . - - . . . •g ay 1. S. Z _ - . . . . . - BENCH MARK ELEV 303.76 Mn /00T DISC SHORE AT TH .7 MP 182.05, 70 FT SSE OF EB TH 7 ] . . . . E17 `, Q . . OS I 16.8 C1 m "- 11, 0 375 rm . "50X. RCP . . . . . � RA P STA TA 15+560:34( 0+000. 00 "_ T.H.. STA 6 .STA 7. +234,3,10. 5+633. 6. . 1 -7. I 306 306 N LUI Z OS 2 -2. q C 9z .6 m - 1 1 @ 450 . 00% RCP . . . STA. ELE . . 5+613. 303. . . 3.7. 4 -7 . . . . . . I . 305 305 304.20 E .0 - ,_ 2 `. PROPOSED 02 E _ AP LAST .T (INCID ON .B. REE JOINTS NTAL) . . . . . . . . . . . . . 304 304 . . . . ... . . . ... . . . .. . . . . . .3 a g 3.200. . 03.. 5 .. .. .. �_ - -_- - - - - 02 . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ot 303 303 IE' AP DINTS ON S L (INCID ST 'THR NTAL1 E 03 02.317.5 M? 303 :005 - 2 ( - -- .3 m '- ACKED' ) - -- 900 Trim CL V ' 0 00 RCP 0'. f 7% 1 m (JACK VUU D) CL 1 o '0. 1 01 % 302 302 . . . . . . -TIE JO I•N RON S• (- 1 NC LAST DENTAL REE ) . . . . . . . . . . . . . L. [1 0 7 O.t7X 09 . . 30 3 .458 . 1:610' 301,T00 . . . . . . . . 301 301 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL [ . . . m - @ 'S: 0 . . . nn X . . . . . . . . . . . . . .098. . . . . 300.22 . . . . 301 109. . 19 'm-- CL -11 CL .[ 6'00 0 O 0 0..7 RCP . X . . . . . . . 300 300 'WE -100,245 3 :343.5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 30 29 .fi72 E. .730 5 2 29 9:130 N .723 S 3 . . . . . . GAFF TIE' JOIN E W1 ER PRON '8 S'(iNC LAST'T DENTAL . . . REE . . . 3 . . 0:384 NE . . . 4.. 1 m CL 'I I .600. 3:36 . RCP . . . . . . . . . . . . . . . . 299 299 . . . . . . . . . . . . . . . . . 1 : 4 m L. 1.1 .0 600 0.70% RCP . . 1 C ..0 •m 11 0 SEE 600 1.00% E A L RCP . HE 2 . . . . . 3 3 635 N .426 w .8 6 5 16: 9' m L TIC+ 675 ' .. .X. RCP. . . . . . . . . . . . . . . . . . . 298 298 ... . . ... . . . . . . ... . . . . . . ... . . . . . . . . . ... . . . ... . . . ... . . . . . ... . . . . . . ... . . . ... . . . ... . . . . . . CL '1I . . . . . 01.0 . . . . . . %• - . . . . . . .. . . . . . . ... . . . ... . . . ... . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . ... . . . .. . . . . . . ... . . . . . ... . . . . . . ... . . . . . . ... ... ... . . ... . . . . . . ... . . . . . . .. . . . . . . .. . . . . . . ... . . . . . . ... . . . . . . 297 297 tp '1n O q 7 L am Lr n O. . .O M M In tp . .Q U In N) N1 "1' R . .N L n nn !r) t0 �. ) .0 :r) N) 5• p. O , !S: N p. . .O In Q `. .N v ^. 0 ^^ <%,` M _. .O L.. .0 : !n C . .W 0. . .O to u) t ^.. .� ry.- C. .0 Ir N) N Q �. .� .� p. .0 N: T� N 11 . 1 C. .p r,; M V r- N1 .M 0. . .p N` In Iii '- . .N C. .p In Q . . G. . .p N) N) M t(1 �. . .O n. . .0 11 fP tp m. . .p .� p. . .p In ti) �. . , N. L. o, N try. Tn. 0. . . III . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 +500 15 +600 15+ 00 BENCH MARK ELEV 299.808 Mn /DOT D15C 1004H AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE ' ' -Fr ntag ,Ro T d 1V 4' . r hb ' ' ' un. ' ' . ' ' .. :: ront ge: oad Sou ' ' bo d . ' BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 182.05, 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . 0 . . iv . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . p N . . . . . . . . . . . . . . . . . . . . . . . . . . 307 307 . . . .. . . ... . . . . . . ... . . . O j ^^.. W . ... ... z U . . . . . ... ... ... ... ... . . . ... . . ... . . . .. . . .. . . ... . . . ^.. ... . . . ... . . ... 2 Q ... ... ... ... ... 306 306 . . . .. . . . ... . . . ... . . . ... . . . ... . . . . . CA Z O ei . . . `�. m . . . . . . . . Z . . . . . . . . . ... . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . ... . . . . . .. . . . . .. . . ... . . `�.. ... ... _. �. �. ... . . . ... . . . ... . . . . . . ... . . ... ... ... 305 305 ... ... ZU m a a.. ... ... ..W ... ... ... ... ... ... ... ... ... ... ... ... ... .. ... ... ... ... ... .. .. .. ... a N ... .. O . ... ... 304 304 STA ELE 15.+68 . 302.6 ..441. 7. . . . . . . . . . . . ROPOS RAOE I D - -. -. - - - . . . - - . . - -_ - - . . . . . . . . . . . . . . . . . . . . . . . . . PR GR POSED Of� _ -. - . . . - - - . . . -. -, ." . . - - - . . . - . . . . . 303 303 . . . . . . . . . . . . . . . _ / \. /! . . . OR[ GRID . . . INAL. ND . . . . . . . . . . . . . . . . . . . . . . �. - - ORIG1 . . . AL GR . . . LAND . . . . . . . . . . . . 302. 302 . . . . . . . . . . . . . 301. 68 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 01..495 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 301 301 . . . . . . . . . . . . . . . 6:8 CL . . . m 30 I. 0 0. . . . "nm R 0 % . . . P. 300.78 301. . . (E E Y1 34 CSI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4.4 . . m - . 11 L+ . . . 300. mn 0, 50 .% . . . RCP. . . 30 30 .473 S .113 E .LOW STA ELE POINT '15+6 . 302.746_ 7:012 . . . . . . . . . . . . . . . . . . . . . . . . . . . 300 300 . . . . . . ... ... ... ... . . . ... . . ... . . . . ... . . .. . . . ... . . . ... 3 . . . .655 W . . . . . . ... . . . ... .. . . . ... . . . ... . . . . . . . . . ... ... .... ... ... . . . ... . . . ... . . . ... . . . ... ... . . . ... . . . ... . . . ... . . ... . . . ... . . . ... . . . . . ... . . . . . ... . . . . . . ... . . . . . . . ... . . . ... . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . ... . . . ... . . . ... ... ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . ... . . . . . . ... . . . ... . . . ... . . . . . . . . . . . . . . NW N .p N) 0)N t J .N p. .p 11 M Q;.J �. .N :_ .p n In N�'. tJ. .N �;. .0 In M 01 N .N O. .0 N1 M V, m:n r•. .� ". .O Y) N1 ti C. n•• p. L.. Nl L. p N,. `. M: tD .N p N1 t.'' tiN) N .N .�. .0 M m1- t., .N c. .O N1�- N. .N O-- !n. .N Olv: .� Y•. Yr:. �. +00 1 +0 NO. DATE BY CHK REVISIONS 9S,Qf1 y: TAW I NERDWI DERF Y MAT lNlf n M. NPEclrtwIa. DI RMT NR PNVNEO BT DI WW NY DMECI NEPODINID - TNAT I n A NAY RSISTOW PNSEiiIDAY ENGINEER =01 Mf UES 6 YR STATE 0 NINRSOIA •-. I J �� L A���� �� � e441 Boulevard 'w,�� MinneepoliB, MN 55428 WS 812�� &MmCimc4GC FAX 567 -17110 INFRASTRUCTURE - ENGINEERS - PLANNERS �•. Trunk highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 83 of 136 SHEETS Plan By: /JLB Cities of Shorewood & Chanhassen MinneSOta TRUNK HIGHWAY 41 -STA 15+450 TO STA 15+620 DRAINAGE PROFILES S.P. 1008 -58. ChB ked ByCWK JWS / JEFF W. STEWART. P.E. DATE', 5/26/00 MS, Nw )6511 ApprOVeO By: JWS • • T • Ic G s a BENCH MARK ELEV 299.808 BENCH MARK ELEV 303.76 Mn /DOT DISC 1004H AT TH 7 MP . rll �wa 7 CSt OLll1 Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE ' 182.05. 70 FT SSE OF EB TH 7 . . . . . . .E U'ATION 306 306 . . . . . . . . . . F WAGE ROAD'S STA 1 +657'. 1 m ¢ r Q F ONTAGE ROAD 'N STA'1 +659. 39 . . . . . STA '6 +239:2 0 U') STA 64 +261 365305 305 v + . . 304 304 . . . . . . . . PROP SED GR DE . . . . . . . . . . . . . . . . . I I. ORIGINAL GROUND . . . . . . . . . . . . 303 - - . . . . . . . . 02 . 303 - --- . . ... p11 ... .. ... .. pt ... -THRE ... ... ... ... ... - 302 OT 0y T. .A T JOIN1S 1 1 302 . . . . . . . . . . . . B ST GIN CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . 1[NCID . . . 02 NI . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64+139.,559, . . 301 . . . . . . . . . . . . . . . . . . . . EL V 303.169. . . . . . . . . 301 . . . . . . . . . . . . . . . . . . . . . 300.689 3 0.341 S 3, S. 3Ot. 300.7 3� 5 9 •EdM . 300 16.5 838. . m > 37 .mm R P. . . . . . . . . . . 7 .878 S 301. 3 0 . . . . . . . . . . . . 30 .626 NM 30 .635 N 300. 15 E 300 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 e . . . M 0: Sax 16..9 30 m - 675 .384 NE RCP 30 3 .609 .426 W 300,. 15 5. W. . 3 m _ 24 CL 450' mm 6- m - I -1 a-0.30% RCP 7.5 mm - CP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 299 299 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 298 298 ... ... ... ... . . ... . . . ... . . . .. . . . . . . . . . . . . . . ... ... . . . ... . . . ... . . . ... . . . ... . . . . . . . . . . . . ... . . . ... .- . . ... . . . ... . . . ... . . . . . . . . . . . . ... . . . ... . . . v. O p. .O .��. ; .O °'� d1 .O O. .O tl7 lD _n. .O c .O 1'`- N Ci _ .� o. .O .- C• _ _ �. .M 1 .O li? O N__ Kf .� J. .O :"i .N rs. .O T r N.V. Y;. .O :-' O .Nti o- O C: O• N ?'- P __ __ O G. .0 'L O. .O m _ .00 C. O M Gii In .O .`. O '• [P. N G. .O �. .M .O M N d1 On rc N G. OI r.` 1 P On N : O) 1 . T V N O r1 m N _ O 1n m N' O r) 7 O m O: N f� Ni O O1 _ D Ni • . o: ^ M T D Ni } . pi M' lO p 11 Ni - Oi >}. tr Ni ":. Oi M' . . . . . . . . . . . . . 64 +100 64 +200 64 +300 BENCH MARK ELEV 299.808 Mn /DOT DISC 1004H AT TH 7 MP . . Lake . . . Linden-Drive . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . BENCH MARK ELEV 303.76 Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE 182.05, 70 FT SSE OF EB TH 7 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FRONTAGE- STA 1 STA 3 ROAD 5+721;85t +263:8 NE1 = 0 . . . . . . . . . . . 306 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . 305 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROPOSED . . . GRADE.- . . . . . . . . . . . . . . Q. FRON STA 30+251.4 AGE R AD SB 5. �. I. 304 - - 00 0 COO . . . . . . . . 01 1 011. . I . . . . . . . . 303 - - - TT 302 . . . . . . . . . . . . . . . . . . . . . . i Op . . . . . OR I C.[ AL GRO NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 301 . . . . . . . . 01.464 301.3 7 . . . . . . . . . . . . . . . . . . . 31:4' - 300 mm RCP Of.2 300.8 6 . 00.800. 300.75 300. 89 300 CL' 1 [ m 0.5x . . . . . . . . . . . . 30 .626 N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7. m - 300. mm RCP. 2 m - 3 0 mm . . . CP . . . . . .9 C 4 m - I 1 s 525 -mm .50% RCP . . . . . . . 1L _ 299 z . . . . . . . . . . . . . . . . . . CL. 1.1 0. 1.46 .. . . . . . . . . C1. -(1 Q .46x . . . . . . . . . . . . . . . . . . . . I I' 05507. .RCP i. . . . . . . . . . . . 12.9 m .- 525 RCP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C 11. ct .50x. . . . . . . . . . . . . . . . . . 298 i... i ... ... ... .. ... ... ... ... ... ... ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 297 SJ N OS r �O N M C? M ; O O. .O M M m �N n. .p n? M O'D p. .00 r!1 M m N. N O`;. n'; M !r N .� ,N .O .rl M G w r'.m N. .N :J, .0 `� M L]Lj i` In f _� C 0o. ' +: M o EV � .0 N. M P l0 r ,� .0 N. M "- O ti � ,O N? M r- In N � L. .0 n': M N O N� .O N? M C` Q MVM r, .O M M N` Q O. O;� N) rn ^- Ql N N M .O �•) M •S` Q �.N N � V. .O N1 M •- G1 G ^. - N � O. .O h1 M •9 Q G `� O. .O M M N 01 C.O �� {J. .O r� M fn Q O.O rnM O. .0 Ir7 M O1 �.� MN .,. 0 n -: M FP tp i.� r:l N .O :' M C.:: SO `� MN O. 0C' n -. M !•` <E' O" r.00 RNO .0o. M G1 . .0 N) M - N �.N �:. .O n; N! m tiM .0 t�. QS v .N �.. .O r M w.m O. .O r: t0 .,. t•- . 0+000 0 +100 0+ 00 30+300 N0. DATE BT CHK REVISIONS Design y: 1 x011311 GTRTIn DMr "IS KM. SPECIFICATION. OR REMT WS WEPWER x1 O1 WOE4 xr ox11n SuxrEmNSIDI WM rea i w , MILT EmsmNm FWESSINA Excl Ea enE4 ME UN OF THE STATE a WNIIE$31A _ /! /1 / /nv._ `'�' `3.x0 M atwood Lake aMk° 044, Wayzata Boulevard ,A,c MirmeapoliE, MN 55428 / /V� 8t2�"'�00 QAn iakx.I- FAX 541 "1700 INFRASTRUCTURE - ENGINEERS - PLANNERS �.x� �j �.V. TM x=: Trunk iLghway 7 ! Trunk lilghway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET �d v+ OF 136 SHEETS TAW P Ian By: CWK /JLB Cities of Shorewood & Chanhassen Minnesota TRUNK HIGHWAY 7 -LAKE LINDEN DRIVE DRAINAGE PROFILES S.P. 1008 -58 Checked By: JWS ` JEFF W. STEWART. P.E. DA, siz ioo �E• Ao, 16511 By: Approved B J WS • • BENCH MARK ELEV 299.808 DATE Tay . . . . . . . . . . . . - 350 V48s1wood LAIN Office /� r.1 MINNESOTA DEPARTMENT OF TRANSPORTATION SHhh I Plan By: NE UN OF IRS SIAIE OF RINESOIA 'z�° 8441 W81w.o Boulevard :�' •10NmDTAF.. '�: Trunk Highway 7 / Trunk Highway 41 85 CWK /JLB BENCH MARK ELEV 303 76 ��� Mn /DOT DISC 1004H AT TH 7 MP Cities of Shorewood &Chanhassen - - OF 136 CnerKea By: JWS Approved By: JEFF W. STEWART, P.E. &ASwiota%I= FAX 541-17M Minnesota S.P. 10088. SHEETS JWS RATE' 5/26/00 no, .0. +65++ INFRASTRUCTURE - ENGINEERS - PLANNERS Mn /DOT DISC SHORE AT TH 7 MP 181.75. 350 FT W OF ORIOLE AVE - 182.05. 70 FT SSE OF E8 TH 7 M ddle School E tr . ce : Ch ska oa . . . . . . . . . . . . .. .. . . . . . . ... . . . ... . . 0.1 NIT, /r-HIGH STA. 0+042.108 ELEV. 309.46 314 . . . . . . . . . 314. 311. 31i. PROPOS D . . . . . . . . . . PR] OSEO . i y . GRADE 313 GRA E. 313. 310 1 310 ... .. ... ... ... .. ... .. .. ... ... ..03 033 __ ... ... ... ... . 31 2 . . . . 046 . . . . . . . . . .3 . . . . . . 309. _ . .3 . . . . . . . . . . 09 y . . . . . . . . . RIGINA MOUND . . . . . . . . . . . . . . . . . . - ORlG1 AL GRO ND. . . . . . . . . . . . . . -. . . 31 1. 31 1 368. . . . . 308. . . ! ! �! ! . . . . . . ... . . . ... . . . 307.982 ... SU- . . . ... . . . ... . . . . . . ... . . . ... . . . ... ... . . . ... . . . 31.0. �- -� . . . .310. . . . . . . . . . .3. . . . . . . . 307: 309 782.E. E G. PIPE . . . . . . . . . . . . 307.. 307.. 6. E. 0. S. 12. -m - 00 mm CP . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 309.. 6$ 3 S 722'W' . . . . . . . . . . . . - . . . . 307. 41. N. Ct 1 I a 2. 1 X . . . . . . . . .3. 309. 09.500 8E 309. 306. . . . . . . 12.'2 = 450 450 RCP .309 .309 805 �309 679 . 2..9 m .375. . . .RCP. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL 622 . CL .11 .11.5% . . . . . . 308. . . . . . . .309 .M 308. 305. 305. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' 7 t0 .Q ::J O c .m u N xD' .111 v tS` . . . . . . . . . . . . . . . . . . . 117)- O. .O I _ .Oj. .Oj. .OJ. .O .� a: . . . . . . . . . . . No. DATE Tay CHK REVISIONS E)esiyn By: TAW I RERERT CERTITV WT THIS ft.. SRECIFICATIOR. OR REPORT NS PRSAREO RT OR WnEI RT ONECT RPPERVISIOR ft AT I w A OLLT REOISTERN PRYWIVK EWIRE61 WaEA - 350 V48s1wood LAIN Office /� r.1 MINNESOTA DEPARTMENT OF TRANSPORTATION SHhh I Plan By: NE UN OF IRS SIAIE OF RINESOIA 'z�° 8441 W81w.o Boulevard :�' •10NmDTAF.. '�: Trunk Highway 7 / Trunk Highway 41 85 CWK /JLB �� /� 1 ��� Minneapolis, MN 55428 61254, -4800 Cities of Shorewood &Chanhassen SIDE STREET PROFILES DRAINAGE PROFILES OF 136 CnerKea By: JWS Approved By: JEFF W. STEWART, P.E. &ASwiota%I= FAX 541-17M Minnesota S.P. 10088. SHEETS JWS RATE' 5/26/00 no, .0. +65++ INFRASTRUCTURE - ENGINEERS - PLANNERS m Li • leiI Trunk Highway 41 10- 32W i RN lvr 0 m 10 in 20 m 40 m LEGEND ® SOD '1 j;1 ® SEED MIXTURE 60A MODIFIED. FERTILIZER. MULCH TYPE 1 AND DISK ANCHOR $- SEED MIXTURE 25A MODIFIED. FERTILIZER. ^' W /3EROSION CONTROL BLANKET ON SLOPES Y t •�r o R DRIVE i 6e_�" ti_ \ MATCH EXISTING —6— SILT FENCE TYPE MACHINE SLICED -< STA. 10 +017.557 SILT FENCE TYPE HEAVY DUTY X70 -�. NOTES 0 SEE SHEETS 97 — 98 FOR PERMANENT ,I ...•_�._....�_,:...... -• EROSION CONTROL DETAILS " En 2O SILT FENCE SHALL BE INSTALLED � a s. w AROUND STOCK PILE AREAS AS �\ I 4 d O SILT FENCE SHALL FOLLOW. AS CLOSE Q AS POSSIBLE. TO A SINGLE CONTOUR LINE. NO• DATE 81 CHK REV 1510NS Design Y• RCH /J BB P Ian By: I XOEXI L1Rflh MSf 1X15 H;AX. SRCIFICGTIa. a aEE01T XAS nFrLXEO Xl m INOFX YI ONECI a.TaYlSle 10 TIeT I W A eAl XUISTEXEO NXFESAP"K EXGiXEER etl01 M Lhn IF THE STATE OF *11 ESOIA �) -- . :% %,• -' ��'- YL•L -.. ii —� JEFF N.'S ART. P.E. o.TE+ 5/26/00 1651, 14 900 WCQ &AssvdweAiIC INFRASTRUCTURE - ffo 15+000 `1�XIWOTAS'i' Trunk Highway 7 / Trunk Highway 41 15 100 N 14 +961.8551 15+000 - — - — - LLJ CWK /JLB Cities of Shorewood &Chanhassen Minnesota STA 14 +836.73 TO STA 15 +150 TURF ESTABLISHMENT & EROSION CONTROL S.P. 1008 -58 — 15 +100 Z ......_.h-........._...m. ......... ..._6...._..__..—w—__.._..._+F.__.......__.tw...— _ e. .. ....... .... _ M ... _ .- ._..—......._.._—. ..... _..... � Approved By: JWS .,, _. MATC T.H. 41 €NM STA 1 +936 00 . _ '_-•- '- -'- .s.. -Y -' � Y 0 ..sue 10- 32W i RN LEGEND ® SOD '1 j;1 ® SEED MIXTURE 60A MODIFIED. FERTILIZER. MULCH TYPE 1 AND DISK ANCHOR $- SEED MIXTURE 25A MODIFIED. FERTILIZER. ^' W /3EROSION CONTROL BLANKET ON SLOPES Y t •�r —6— SILT FENCE TYPE MACHINE SLICED SILT FENCE TYPE HEAVY DUTY -�. NOTES 0 SEE SHEETS 97 — 98 FOR PERMANENT EROSION CONTROL DETAILS 2O SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS DIRECTED BY ENGINEER O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. NO• DATE 81 CHK REV 1510NS Design Y• RCH /J BB P Ian By: I XOEXI L1Rflh MSf 1X15 H;AX. SRCIFICGTIa. a aEE01T XAS nFrLXEO Xl m INOFX YI ONECI a.TaYlSle 10 TIeT I W A eAl XUISTEXEO NXFESAP"K EXGiXEER etl01 M Lhn IF THE STATE OF *11 ESOIA �) -- . :% %,• -' ��'- YL•L -.. ii —� JEFF N.'S ART. P.E. o.TE+ 5/26/00 1651, WCQ &AssvdweAiIC INFRASTRUCTURE - 3r VWstwood Lake OR1� wayzare 8441 Boulevard Minneapolis, MN 55426 812 -U1 -4WD FAX 611 -1700 ENGINEERS - PLANNERS `1�XIWOTAS'i' Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 87 OF 136 SHEETS CWK /JLB Cities of Shorewood &Chanhassen Minnesota STA 14 +836.73 TO STA 15 +150 TURF ESTABLISHMENT & EROSION CONTROL S.P. 1008 -58 CheoKed By: JWS Approved By: JWS • • • Trunk Highway 41 I . 0 m 10 rn 20 m 40 m .. �.;i _..: l _' � �_.�•_ �� - ,.,,..!- _4444./ i � "' ._._.c_,'' /: i ..- !' ;•"•_4;444. �;�1 ' .,\ 1 �J�%' t �'� i / f • w� /' ;�,s CIS d ,-.., :-xr 7 /..r•- f_; ,.'/ ` ` !\ / \ f �:f- �.,,,� ` E I SOD 1 m BEHIND CURB & GUTTER / i +�'� �\ \ \ \� \\ f \\ \ S �I \\ \ LO if N \•�%\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .. ..............._.__.._.__ ._---"--...__.__.__.._...____.- _ _ LU — '- - _ ...._.._..........c......_..._. - - 1 .. ._. Z S — _ 15$ Z _...._..._......� �....... ....._.....� ...............__._ 00 � 4 -- -- — 15 300 - — - — X% _ `F•,5 � 15 +200____._.____._.__..._._. —_. -- _. Q v ,.r >•�, ��, i \ \ \ \ 1'S +3'00 ---------------- — ........... v.._... --- .� AX SOD 1 m BEHIND CURB &GUTTER ! • \ \ i < SOD 1 EHINDYC6 `. 6, GUTTER x LEGEND 5 J r , �L�,.�,_ >�.. 1 • �i.- ..,... SOD •ter MATCH :LISTING ?rr BD ® SEED 4IXTUff 60A MODIFIED. FERTILIZER. > \.� \ Z• MULCH JYPE, 1 AND DISK ANCHOR STA. 20+059.03 :` � �,� � \ '� j ! \ SEED M6XTURE 25A MODIFIED. FERTILIZER. r ; > MACH EXISTING W/ EROSION CONTROL BLANKET ON SLOPES 7J ;� STA. 40 +044.369 O ' 1.3 AND GREATER ,�� :r � �`-� ./ /� ~ qQ —s— SILT FENCE TYPE MACHINE SLICED J_ C• SILT FENCE TYPE HEAVY DUTY i` NOTES 1O SEE SHEETS 97 - 98 FOR PERMANENT EROSION CONTROL DETAILS O SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS m DIRECTED BY ENGINEER n 3O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. N0. DATE BY CHk REVI510115 Design y: RCH /J BB P Ian By: I Ni DO I" MAT MIS 8.111. SrECIFICATIOU a IAFOW TAS fwmm AT W ITOEC W DDSCI 4fMVISIa •o MAr I w A OAT 1ECISTENED PRYWIDNA EMSI11011 LOG ME UCS D' I1A STATE ff WIMIESDIA ))) % - ,•/ -w 350 Ladle 6441 WeYza19 BOUbVBfd Minneapolis, MN 55426 %� S �� 8125„ &A,TAm t,; lx. FAXS41.1'100 INFRASTRUCTURE - ENGINEERS - PLANNERS A'h Trunk Highway 7 /Trunk Highway 41 /� O MINNESOTA DEPARTMENT OF .TRANSPORTATION SHEET 88 OF 136 SHEETS u C WK / J L B Cities of Shorewood & Chanhassen Minnesota STA 15 +150 TO STA 15 +450 TURF ESTABLISHMENT & EROSION CONTROL S.P. 1008 -58 ? Checked By: JWS - JEFF W. STEWAR . P.E. DATE, 5lzeioo moo, ,p, t35u A_5FO eO y: JWS _ O Ln v Ln Q H V1 W Z J 2 U Q i f I MATCH ELI' PTA. 50 +08s Trunk Highway 41 J 1 / _ 0 m 10 m 20 m 40 m 1 1 _.._._ /W ° ,1 LEGEND .. ° 1 SOD SEED MIXTURE 60A MODIFIED. FERTILIZER. MULCH TYPE i AND DISK ANCHOR SEED MIXTURE 25A MODIFIED. FERTILIZER, i,'" �' -ti." . f' o• W/ EROSION CONTROL BLANKET ON SLOPES In \ 1:3 AND GREATER —s—SILT FENCE TYPE MACHINE SLICED SILT FENCE TYPE HEAVY DUTY ,, NOTES _ O SEE SHEETS 97 - 98 FOR PERMANENT EROSION CONTROL DETAILS (� SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS DIRECTED BY ENGINEER O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. Np. DATE I BY CNR REVISIONS Dasign y: RCH /JBB I xmT CERTin MAr TVIS ILAN. SSECIrICAmI. at amf w FwAREO BY a u m w DIRECT aP"ISIm AN THAT I A, A MY REDUID DNVESSIWaT OWIREOI uWEE 36p was Iy� O�� �ESOTA DEPARTMENT OF TRANSPORTATION SHEET P 1(91 By: ME LAWS v THE $TA,E OF WHAT=, 441 ..ayzda BouWiwd Trunk aLghway 7 / Tmnk highway 41 4I 89 CWK /JLB / y'�j�. - J SB ' /�/ AAin^eavplia MN 55428 Chanhassen STA 15+450 TO STA 15 +716.98 OF c^xxad By; t '� 612. 41-4m Cities of Shorewood & JWS TURF ESTABLISHMENT & EROSION CONTROL 136 Approved y: JEFF W. 5T ART. P.E.' &Ae fafmlx FAX 541'1700 Minnesota S.P. 1008-58 JWS -.r 5/26/00 RED, AD, I65Tr INFRASTRUCTURE - ENGINEERS - PLANNERS SHEETS • • r� / l M1 S • ) 970.449 > _ r o' I / r r n S•'•••' ffi �,� 4A Q '- 0 + -�- _ 64 +100 0 — v 6443 -00 _ - �— _ . �►- cp 64$200 --a- ' -- -- -- - ---.— - - -- Q C3 F 0 00 N as i W 7. . ' i i T , Z .. v C3 _ y 0 C3 64 +30 am- 0 64 20 � ' I = A cm a _ J V 302.1 (9911 301.5 (sag) 701'8 (990) �—�- -- -7.9 (987/301.2 19ea 00 700.7 19831 300.8 (9881- 1. ... 99. T 198] 300.0 f 9811 2 2 ».1ae1I 2 ».4 reazl Om 10m 20m 40m ' ® SOD 1. - `�•; ® SEED MIXTURE 60A MODIFIED. FERTILIZER. MULCH TYPE 1 AND DISK ANCHOR '4 ! ' / I �i it SEED MIXTURE 25A MODIFIED. FERTILIZER. • n'•c, ,.; .: � -° �'xY_ _ 'I i . J W/ EROSION CONTROL BLANKET ON SLOPES 1:3 AND GREATER SILT FENCE TYPE MACHINE SLICED `• �' / —sn— SILT FENCE TYPE HEAVY DUTY NOTES tO SEE SHEETS 97 - 98 FOR PERMANENT EROSION CONTROL DETAILS 2O SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS DIRECTED BY ENGINEER 3O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. NO. DATE BY CHK REVISIONS Design y' I NWAR MITI" MAT IRIS KAN. SKCILIATIM. a RE"e" CIS C1117AM By d IIOEC 3gp Westwood Lake O� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET RCH /JBB Nr GIIBCI svKRYlaa Aro rxar I w A oul AESISIEREO vR]:ESSI[NY ENSINEkW uaR. P I on By: TIT uK OF IRS 5 AT a RINI�,RIA /� 8441 Wayzata Bo�ievab m Trunk Highway 7 /Trunk Highway 41 90 CWK /JLB r 1 - WSB Minneapolis, MN 55428 - CnacKaa By: ''j' Vf•/ Cities Of Shorewoo � & Chanhassen STSHME9T0 STA64 +3I OF Jws � � �� TURF ESTABLISHMENT &EROSION CONTROL 136 �% JEFF W. 57EWART. P.E. ��+nm�. I= FAX 54t -1700 S.P. 1008 -58 SHEETS AOprOVaC By: f Minnesota JWS nett; 5i28i00 ftn• Nm 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS In (n +rt m o - -_ - 0 MATCH T.H. 7° " STA.64 +139.00 7C x 0 — v 6443 -00 _ - �— _ . �►- cp 64$200 --a- ' -- -- -- - ---.— - - -- Q C3 F 0 00 N as i W 7. . ' i i T , Z .. v C3 _ y 0 C3 64 +30 am- 0 64 20 � ' I = A cm a _ J V 302.1 (9911 301.5 (sag) 701'8 (990) �—�- -- -7.9 (987/301.2 19ea 00 700.7 19831 300.8 (9881- 1. ... 99. T 198] 300.0 f 9811 2 2 ».1ae1I 2 ».4 reazl Om 10m 20m 40m ' ® SOD 1. - `�•; ® SEED MIXTURE 60A MODIFIED. FERTILIZER. MULCH TYPE 1 AND DISK ANCHOR '4 ! ' / I �i it SEED MIXTURE 25A MODIFIED. FERTILIZER. • n'•c, ,.; .: � -° �'xY_ _ 'I i . J W/ EROSION CONTROL BLANKET ON SLOPES 1:3 AND GREATER SILT FENCE TYPE MACHINE SLICED `• �' / —sn— SILT FENCE TYPE HEAVY DUTY NOTES tO SEE SHEETS 97 - 98 FOR PERMANENT EROSION CONTROL DETAILS 2O SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS DIRECTED BY ENGINEER 3O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. NO. DATE BY CHK REVISIONS Design y' I NWAR MITI" MAT IRIS KAN. SKCILIATIM. a RE"e" CIS C1117AM By d IIOEC 3gp Westwood Lake O� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET RCH /JBB Nr GIIBCI svKRYlaa Aro rxar I w A oul AESISIEREO vR]:ESSI[NY ENSINEkW uaR. P I on By: TIT uK OF IRS 5 AT a RINI�,RIA /� 8441 Wayzata Bo�ievab m Trunk Highway 7 /Trunk Highway 41 90 CWK /JLB r 1 - WSB Minneapolis, MN 55428 - CnacKaa By: ''j' Vf•/ Cities Of Shorewoo � & Chanhassen STSHME9T0 STA64 +3I OF Jws � � �� TURF ESTABLISHMENT &EROSION CONTROL 136 �% JEFF W. 57EWART. P.E. ��+nm�. I= FAX 54t -1700 S.P. 1008 -58 SHEETS AOprOVaC By: f Minnesota JWS nett; 5i28i00 ftn• Nm 16511 INFRASTRUCTURE - ENGINEERS - PLANNERS 0 A 0 / / � � / / / —�r � / � / / / / ' ENVIRONMENTALLY S E A EA ` \ \ \ ~ ` � Highway � ' --- ` ^�~- �~r m / o m o o z m 40 m � EROSION CONTROL DETAILS SILT FENCE SHALL BE INSTALLED STA. 64+550. � AROUND STOCK P4LE AREAS AS DIRECTED BY EN INEER AS POSSIBLE. TO A SINGLE CONTOUR LINE. DATE BY CHK REVISIONS Des;gn By: RCH/JBB I BOBBY CERTIFY THAT INIS KAR. SPECIFICATIM. 04 RERRT W PREPNED BY BY kmBER MT IRECI Ir"ISIM " TYAr I A MY RE'lSfERED FAWESSIUM ENGINEER MEA 350 WaStANOod Lake Office A MESINESOTA DEPARTMENT OF TRANSPORTAITON SHEET Plan By: U15 OF NE STAIEAF MINNEWA — t il L11 U41 WayzaW Boulevard MinrYmpolis, MN &5426 WSB 612-MI-4= I & A�Aata% I= FAX 54 .1700 INFRASTRUCTURE ENGINEERS - PLANNERS Trunk ffighway 7 Trunk Highway 41 91 OF 136 SHEETS j --- ` ^�~- �~r m / o m o o z m 40 m E�RONME�AU� � SENSITIVE � SOD SEED MIXTURE awuun� u/ z� ` MULCH TYPE 1 AND DISK ANCHOR sc�0--wIxrunc zs^ MOm/pzco. rsnru/zcn. W/ EROSION CONTROL BLmmsr ON SLOPES 1'3 AND oncxrcn --°-- szLr rswcc r,ps MACHINE sL/cco --�— SILT pswoc r,ps xcxv, our, '---- EROSION CONTROL DETAILS SILT FENCE SHALL BE INSTALLED STA. 64+550. � E�RONME�AU� � SENSITIVE � SOD SEED MIXTURE awuun� u/ z� ` MULCH TYPE 1 AND DISK ANCHOR sc�0--wIxrunc zs^ MOm/pzco. rsnru/zcn. W/ EROSION CONTROL BLmmsr ON SLOPES 1'3 AND oncxrcn --°-- szLr rswcc r,ps MACHINE sL/cco --�— SILT pswoc r,ps xcxv, our, '---- EROSION CONTROL DETAILS SILT FENCE SHALL BE INSTALLED AROUND STOCK P4LE AREAS AS DIRECTED BY EN INEER AS POSSIBLE. TO A SINGLE CONTOUR LINE. DATE BY CHK REVISIONS Des;gn By: RCH/JBB I BOBBY CERTIFY THAT INIS KAR. SPECIFICATIM. 04 RERRT W PREPNED BY BY kmBER MT IRECI Ir"ISIM " TYAr I A MY RE'lSfERED FAWESSIUM ENGINEER MEA 350 WaStANOod Lake Office A MESINESOTA DEPARTMENT OF TRANSPORTAITON SHEET Plan By: U15 OF NE STAIEAF MINNEWA — t il L11 U41 WayzaW Boulevard MinrYmpolis, MN &5426 WSB 612-MI-4= I & A�Aata% I= FAX 54 .1700 INFRASTRUCTURE ENGINEERS - PLANNERS Trunk ffighway 7 Trunk Highway 41 91 OF 136 SHEETS j CWK/JLB Cities of Shorewood & Chanhassen b Minnesota STA 64+350 TO STA 64+550 TURF ESTABLISHMENT & EROSION CONTROL S.P. 1008-58 ChecXad By: JWS '/ i v JEFF W. STEWART. P.E. 5/26/00 165ii Approved By: JINS ` • • 7 MATCH 'CH EXISTING Lake Linden Drive / Frontage Road 29 +960.000 , yJ � I --_�. _ - -•_ 0 m 10 m 20 m 40 m Ni I - - -� -720i 30 9913; yx� r I .w° 2 0.44 - s <- 4 f M'ATdA WI. � G ; STA 30 +292.000 IL _.._ - -�— �--0- `�- - — - -� --� gt00 - - - -- - - 0 ' 00 _.. ! o - TRUNK HIGHWAY 7 :I +` _._ - -- f ° LEGEND _._....___......_ � - S —....... 00 W 64 +100 64 200 ° �sd' 64 300 �z_ - -- _— _ -- -- -- _ -- - -- +_- -- _- - -_ —_—_ - -- _-- --- - -_ - -_ � _ 0_— _�1. —� — _-- _�.-- __�_��- �•- --'� -- ® SEED MIXTURE 60A MODIFIED. FERTILIZER. ° MULCH TYPE 1 AND DISK ANCHOR — 70 ' . ._ ° i 0 SEED MIXTURE 25A MODIFIED. FERTILIZER. / / - ....... NN CONTROL LANK ON SLOPES 1.3 AND GREATER 00 C n Jpz.t EssT1 ,�'>- —J— SILT FENCE TYPE MACHINE SLICED Ot Of ti : , `� ' 1 .r" JO1'z reae �slE— SILT FENCE TYPE HEAVY DUTY Joo.s cseTS % I 300'6 `9 °61 NOTES 300.0 (9841 m Z ;I f,,, 1D SEE SHEETS 97 - 98 FOR PERMANENT EROSION CONTROL DETAILS ZO SILT FENCE SHALL BE INSTALLED AROUND STOCK PILE AREAS AS DIRECTED BY ENGINEER O SILT FENCE SHALL FOLLOW. AS CLOSE AS POSSIBLE. TO A SINGLE CONTOUR LINE. NO. DATE BY CHK REVISIONS Design y RCH /J BB 1 NMI CIRTIFI Ni TNIS PLW. SPECIFICATION. OW REM WAS Pg1Ri1 n 01 van W DIRECT SIFRWIMI1NW TNT I W A OLL1 RCISTEW N6ESSIOAW. E91" NWA � 53.50 Wasuwod Lake �,� Trunk Highway 7 /Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P I M Ely- ME U.5 OF NE STATE INERTLA 1 L j' �� ,,E�■� tNayzata $44t Boulevard Minneapolis, MN 55426 /TSB eTZ- ws•4eoo &Aasnciatrs.l,RG FAX 511.1700 INFRASTRUCTURE - ENGINEERS - PLANNERS 92 OF 136 SHEETS CWK /JLB Cities of Shorewood &Chanhassen Minnesota STA 29 +960 TO STA 30 +292 TURF ESTABLISHMENT & EROSION CONTROL S.P. 1008 -58 Checked By: JWS W. T JEFF W. $TERART• P.E. • DATE - 5/26/00 RED, Net T65n Approved y: JWS • • • OVERLAP GEOTEXTILE IN TERVALS 1.5 m MIN. LENGTH POST 1.5 m MIN. LENGTH POST AT 600 mm N FABRIC 150 & FASTEN AT 1.8 m MAX. SPACING AT 1.8 m MAX. SPACING WIRE MESH REINFORCEMENT STAPLES z GEOTEXTILE FABRIC, 1067 mm WIDE z = GEOTEXTILE FABRIC, 915 mm WIDE Ln FABRIC ANCHORAGE w FABRIC ANCHORAGE E TRENCH. BACKFILL E TRENCH. BACKFILL E W DIRECTION OF WITH TAMPED E ``A WITH TAMPED � DIRECTION OF 3 RUNO� FF FLOW NATURAL SOIL U°, 3 RUNOFF FLOW NATURAL SOIL z _ o Z W Z. O W z f m Ln ~ � E LLJ E EXTEND WIRE 100 E w 150 E W MESH INTO MIN. °o MIN. N TRENCH 0 n. HEAVY DUTY PREASSEMBLED POST LENGTH, 1.5 m MIN. AT 1.8 m MAX. SPACING PLASTIC ZIP TIES (23 kg TENSILE) LOCATED IN TOP 205 mm DIRECTION OF GEOTEXTILE FABRIC, 915 mm WIDTH F-- RUNOFF FLOW T— .z N zW �c Q_ w l MACHINE SLICE 200 -300 mm F- E DEPTH ( PLUS 150 mm FLAP ) o F,- O a, a. STANDARD MACHINE SLICED DESIGN CRITERIA: MAXIMUM CONTRIBUTING AREA: 1.2 ha SILT FENCE DETAILS TO PROTECT AREAS FROM SHEET FLOW (SEE SPEC. 3886 ) T10TO 1 TRIP FURNISH AND INSTALL TEMPORARY FENCE AT THE TREES DRIPLINE OR CONSTRUCTION LIMITS AS SPECIFIED PRIOR TO ANY CONSTRUCTION. WHEN POSSIBLE PLACE FENCE 25 FEET BEYOND THE DRIP LINE. TEMPORARY PROTECTION FENCE PLACEMENT DETAIL ROADWAY V AR.. 1c6 OF "— SILT FENCE NEAR TOE OF SLOPE OUTSIDE OF CONSTRUCTION LIMITS ROADWAY EMBANKMENT EXTEND THE FENCE UP THE BACKSLOPE TO PREVENT FLOW AROUND THE END OF THE SILT FENCE DESIGN CRITERIA STORM FREQUENCY 2 YR.- 24 HR. MAX. DITCH GRADE 5% MAX. DRAINAGE AREA 0.40 ha MAX. POST SPACING 1.2 m — v - - - - Q- MACHINE SLICE 200 -300 mm DEPTH ( PLUS 150 mm FLAP) SPACING DISTANCE = SILT FENCE HEIGHT/ X CHANNEL SLOPE SILT FENCE DITCH CHECK TYPE MACHINE SLICED 16 mm POLYETHYLENE ROPE NOTE: WHEN SEDIMENT BUILD UP REACHES 460 mm THE SILT SHOULD BE REMOVED OR A SECOND SILT FENCE BUILT UPSTREAM THE EXISTING ONE AT A SUITABLE DISTANCE. FENCE TYPE HEAVY DUTY T SILT FENCE TYPE HEAVY DUTY TO PROTECT STORM SEWER INLETS - NO. DATE BY CNK REVISIONS eS19n ar- RCH /J BB Plan I MflFD1 =TI" MST �NIS PLAN. SINCIFICSTICN. OT NEW US NVAKY of el LIM NT ma m Avis,w ANI MAT I w A my mum em PNTESSImk ENEINEEN a nA ME A.E a ME STA,E a NINASWA J J ' t r / L� 350 ft�od LaM � 9441 Wayzem soldevard Mim,eapoli6, MN 55428 WSB 1,800 Trunk Highway 7 /Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION bmtt I 93 of By: a CWK /JLB Cities of Shorewood & Chanhassen checked By: Jws " '`' 812 -M &d.SroeiaEeG %Ne FAX541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota TEMPORARY EROSION CONTROL S.P. 1008 -58 136 sHeeTs Approved By: Jws :'J JEFF N. STENART. P.E. DATE, %.5/06/00 ��, �, T6sn L 1.2 m MIN. 1 1 0.6 m DOWNSTREAM COVERAGE OF ON FOR EACH WE WE WE, IN ME MR, WE MEN WE RN WE WATER VELOCITY ....... ��������������������- ��� � ������� STAKE AT INTERVALS A 14 FLOW OF WATERWAY VER 1 1 BA K POINT WH I E RE FILL MEETS WATER SURFACE 8 m MIN. TEMPORARY FILL ANCHOR POINT B L B RIVER VELOCITY 45' 35' SLOW, LESS THAN 1.5 m /SEC. MODERATE, 1.5 m - 2 m /SEC. rA �) L =2W 1.8m v PLAN 3 VARI E L TH a wo FLOW 1.8 m CLASS I RIPRAP ANCHOR CABLE / URTAIN FABRIC 0 CURTAIN a - GEOTEXTILE FABRIC E E IGHT > ANCHOR / 1% MIN.REVERSE GRADIENT / o TTOM ° SECTION A -A TEMPORARY SEDIMENT TRAP DETAIL LOTATION SILT CURTAIN DETAIL a ( SEE SPEC. 3887 ) 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o 0 0 o 0 0 0.. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 w w 0: 0 a o 0 - 0 0 0 ¢ 0 0 0 0 Z 0 0 0 o AREA OF 0 0 0 o Z o 0 0 0 0 0 0 INSTREAM o 0 0 2 0 0 0 0< 0 0 0 0 DISTURBANCE 0 0 0 j 0 0 o o v 0 0 0 o 0 0 cai 0 0 0 o- o o O 0 0 x o w o 0 O 0 0 o O O 0 0 o O O 0 0 o O O o 0 0 0. 0 0 O 0 O O 0 o 0 0 0 o. 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 o O 0 0 0 O 0 0 0 x o w o O O O. 0 0 o o O O 0 0 O 0 1.2 m MIN. 1 1 0.6 m DOWNSTREAM COVERAGE OF ON FOR EACH WE WE WE, IN ME MR, WE MEN WE RN WE WATER VELOCITY ....... ��������������������- ��� � ������� STAKE AT INTERVALS A 14 FLOW OF WATERWAY VER 1 1 BA K POINT WH I E RE FILL MEETS WATER SURFACE 8 m MIN. TEMPORARY FILL ANCHOR POINT B L B RIVER VELOCITY 45' 35' SLOW, LESS THAN 1.5 m /SEC. MODERATE, 1.5 m - 2 m /SEC. BANK UNDERWATER ANCHOR MIN. 18 kg ANCHOR CABLE ANCHOR POINT A FLOATATION SILT CURTAIN, MOVING WATER TYPE ROAD TOE OF FILL SILT FENCE ti ANCHOR POINT A 1 15 m APPROXIMATE LAKE OR MARSH FLOTATION SILT CURTAIN, STILL WATER TYPE ANCHOR I POINT 8 I I r SILT FENCE \ PLAN VIEW OF SILT CURTAIN STILL WATER DESIGN CRITERIA: MAXIMUM WATER DEPTH: 3.6 m PLA VIEW OF SILT CURTAIN - MOVING WAT SEDIMENT DESIGN CRITERIA: TEMPORARY FENCING DRAINAGEWAY MATS COMPLETELY AROUND TRAP MAXIMUM WATER DEPTH: 3.6 m ] RIPRAP MAXIMUM WATER VELOCITY: 2.1 m /SEC. r x— x _.L_ x x— x EDGE OF STREAM A PLAN VIEW 150 mm MIN. OVERLAP FLOW -+- — — STREAMBED 450 m DISTURBED AREA MIN. DE H SECTION A -A SEDIMENT MAT TYPICAL STREAMBED INSTALLATION DESIGN CRITERIA: MAXIMUM FLOW VELOCITY: 1.5 m /SEC. MAXIMUM FLOW DEPTH: 0.6 m A i i °o A 3 ON X X M 3 x —� —x CARRIER FLOAT L— x —x —x —X x—i WATER SURFACE STEEL TENSION CABLE �) L =2W 1.8m v PLAN / / VARI E L TH a wo FLOW 1.8 m CLASS I RIPRAP ANCHOR CABLE / URTAIN FABRIC CURTAIN a - GEOTEXTILE FABRIC E E IGHT > ANCHOR / 1% MIN.REVERSE GRADIENT / o TTOM ° SECTION A -A TEMPORARY SEDIMENT TRAP DETAIL LOTATION SILT CURTAIN DETAIL ( SEE SPEC. 3887 ) NOTES: Ol CURTAIN 300 mm FROM BOTTOM ( W= 3 m MIN.. 6 m MAX. Q3 0 = 1 m MIN.. 1.8 m MAX. NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. ixo:mT mrrn rx.T TNf new, aFCOnurnN a ICr STANDARD SHEET NO. TITLE: NM /IIpMD) BY IE M.UIOfl! W OYI[GT A/ENMpN NO nu *i,w eda. NCCrcruao .NCrzmoNa ao�[N UOp: 5- 297.405M ( 1 OF 3 1 _ TEMPORARY EROSION CONTROL K...Np1 a i wt STANDARD APPROVED: ' JEEFF FF W. - STENAFT % - #Aria- t-t995 (MODIFIED) — ta9LQQ ,,, 6511 STATE PROJ. NO. SP 1008 -58 SHEET N0. 94 OF 136 SHEETS � 0 PLAN VIEW 25 mm HOLES SPACED 200 mm - 250 mm , ON CENTER GEOTEXTIIE —� L- '- - --',J 1 t PERFORATED METAL STANDPIPE WRAPPED WITH GEOTEXTILE 77 ANTIVORTEX ROD. 16 mm MIN. DIA., TACK WELD TO STANDPIPE AND SET PARALLEL TO FLOW 300 mm UNLESS ADJUSTMENT IS REQUIRED BECAUSE OF POTENTIAL FLOODING 300 mm MIN. EMBEDMENT ELEVATION TEMPORARY STANDPIPE TO PROTECT DROP INLET DESIGN CRITERIA: STORM FREQUENCY: 10 YEAR. - 24 HOUR. 25 mm OLES SPACED 200 mm 250 mm ON CENTE / ROAD EMBEDMENT R /FORATED E AL STANDPIPE WRAPPED WITH GEOTEXTILE iIII< TACK WELD METAL PIPE ANTIVORTEX ROD. 16 mm MIN. DIA.. e NCK WELD TO nJ ' ND PIPE AND SET PAR LEL TO FLOW AS CULVERT I' I PLAN VIEW 25 mm OLES SPACED 200 mm 250 mm ON CENTE / ROAD EMBEDMENT R /FORATED E AL STANDPIPE WRAPPED WITH GEOTEXTILE iIII< 600 CONSTRUCT DIVERSION NO FROM 450 mm IN. r MATERIAL OBTAINED OM ROADWAY CUT FLOW GRO LINE L J DO NOT CONSTR T DJ,Y H 9q�L / DIVERSION MOUN'H,, DESIGN CRITERIA: \ STORM FREQUENCY: 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 2 ha MAXIMUM DIVERSION: GRADE 5% NSTRUCT TEMPORARY BERM INLET APRON IN LLED ROADWAY IN TEMPORA BERM 250 mm DIA. XIBLE VAR„ 1:6 PLASTIC DRAINAG IPE pE E WIRE PIPE TO TWO 50 mm X 50 mm 'l WOOD STAKES EMBEDDED i 250 mm MIN. IN THE GROUND w a � w 111..88 mm{I o PROVIDE RIPRAP AT OUTLET TEMPORARY DRAIN ON FILL SLOPE DESIGN CRITERIA: STORM FREQUENCY: 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 1.2 ha PUBLIC ROAD RADIUS AS REQUIRED z 150 mm MIN. DEPTH B OF 25 mm TO 50 mm CRUSHED ROCK ENTRANCE WIDTH AS REQUIRED ROCK CONSTRUCTION ENTRANCE i 1E t T— n KM s[ ATM W x T •Af RIVMIEp" K OR I . 41 am" SUFIN R TX.r 1. MA1 x[OSr IR. M8 DMM IMM JEFF M. STEWART 1/20/00 16511 ROA r- - - - - -- FUTURE BRIDGE Y SHOULDER — - - - - - -/ - -- --- - - - - -- — - -- --1 EMBANKMENT BRIDGE END SLOP V I,qR SILT FENCE WRAPPED AROU TOE OF EMBANKMENT TOE OF SLOPE BRIDGE FILL IGN CRITERIA: WATER COURSE FLOW VELOCITY: STAGNANT CONTRIBUTING SLOPE AREA: 0.2 ha - FUTURE BRIDGE ROADWA OULDER r— — — —.— — - — — — — — — — — — — — — — — —4 -------------- - - - - -- 1 N� EMBANKMENT BRIDGE END SLOPE Vq SAND BAG BARRIER 1 m 1,2QI HIGH ADJACENT TO WATER Yp f COURSE. EXTEND 15 m BACK SAND BAG BARRIER SILT FENCE MEET FROM TOE OF END SLOPE. TOE OF SLOPE IDGE FILL DESIG RITERIA: MA ATER COURSE FLOW VELOCITY: 2 m /SEC. TRIBUTING SLOPE AREA: 0.4 ha — — FUTURE BRIDGE ROADWA HOULDER r— — — — — — — — — — — — — — — — — — — — —( - - -- - - - - -__ - _-— _ - - - - - -- _- _ - - - EMBANKMENT EMBANKMENT OR K ROAD END SLOPE Vq TEMPORARY SHEETING 1, qB ADJACENT TO WATER COURSE. SILT FENCE TO TY C£ EXTEND 3 m BACK FROM MEET SHEETING TOE OF END SLOPE. TOE OF SLOPE L _� - - - - -]L— EM KMENT OR WORK ROAD FILL ESIGN CRITERIA: MAX. WATER COURSE FLOW VELOCITY: 4.5 m /SEC. CONTRIBUTING SLOPE AREA: 1.2 ha NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. STANDARD SHEET Na. TITLE: 5- 297.405M ( 3 OF 3 ) TEMPORARY EROSION CONTROL STANDARD APPROVED: - M*; -1. iggS r (MODIFIED) STATE PROJ NO. 1008 -58 SHEET NO.95 OF 136 SHEETS lU 1 UI'LN1NG IN I STANDPIPE TO FIT I e nJ SAME OIA. PIPE I AS CULVERT I' I � GEOTEXTILE i ACK 50 ± CLAMP INLET END OF WELD PLAN CULVERT ELEVATION EMPORARY STANDPIPE F SEDIMENT CONTROL ON CULVERT INLET d = A. OF STANDPIPE EQUAL TO DIA. OF PLAN CULVERT 2 = ENGTH OF PERFORATED STANDPIPE (d + 300 mm) DESIGN CRITERIA: CULVERT SIZE: 300 - 900 mm STORM FREQUENCY: 10 YR.- 24 HR. 600 CONSTRUCT DIVERSION NO FROM 450 mm IN. r MATERIAL OBTAINED OM ROADWAY CUT FLOW GRO LINE L J DO NOT CONSTR T DJ,Y H 9q�L / DIVERSION MOUN'H,, DESIGN CRITERIA: \ STORM FREQUENCY: 10 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 2 ha MAXIMUM DIVERSION: GRADE 5% NSTRUCT TEMPORARY BERM INLET APRON IN LLED ROADWAY IN TEMPORA BERM 250 mm DIA. XIBLE VAR„ 1:6 PLASTIC DRAINAG IPE pE E WIRE PIPE TO TWO 50 mm X 50 mm 'l WOOD STAKES EMBEDDED i 250 mm MIN. IN THE GROUND w a � w 111..88 mm{I o PROVIDE RIPRAP AT OUTLET TEMPORARY DRAIN ON FILL SLOPE DESIGN CRITERIA: STORM FREQUENCY: 2 YEAR - 24 HOUR MAXIMUM DRAINAGE AREA: 1.2 ha PUBLIC ROAD RADIUS AS REQUIRED z 150 mm MIN. DEPTH B OF 25 mm TO 50 mm CRUSHED ROCK ENTRANCE WIDTH AS REQUIRED ROCK CONSTRUCTION ENTRANCE i 1E t T— n KM s[ ATM W x T •Af RIVMIEp" K OR I . 41 am" SUFIN R TX.r 1. MA1 x[OSr IR. M8 DMM IMM JEFF M. STEWART 1/20/00 16511 ROA r- - - - - -- FUTURE BRIDGE Y SHOULDER — - - - - - -/ - -- --- - - - - -- — - -- --1 EMBANKMENT BRIDGE END SLOP V I,qR SILT FENCE WRAPPED AROU TOE OF EMBANKMENT TOE OF SLOPE BRIDGE FILL IGN CRITERIA: WATER COURSE FLOW VELOCITY: STAGNANT CONTRIBUTING SLOPE AREA: 0.2 ha - FUTURE BRIDGE ROADWA OULDER r— — — —.— — - — — — — — — — — — — — — — — —4 -------------- - - - - -- 1 N� EMBANKMENT BRIDGE END SLOPE Vq SAND BAG BARRIER 1 m 1,2QI HIGH ADJACENT TO WATER Yp f COURSE. EXTEND 15 m BACK SAND BAG BARRIER SILT FENCE MEET FROM TOE OF END SLOPE. TOE OF SLOPE IDGE FILL DESIG RITERIA: MA ATER COURSE FLOW VELOCITY: 2 m /SEC. TRIBUTING SLOPE AREA: 0.4 ha — — FUTURE BRIDGE ROADWA HOULDER r— — — — — — — — — — — — — — — — — — — — —( - - -- - - - - -__ - _-— _ - - - - - -- _- _ - - - EMBANKMENT EMBANKMENT OR K ROAD END SLOPE Vq TEMPORARY SHEETING 1, qB ADJACENT TO WATER COURSE. SILT FENCE TO TY C£ EXTEND 3 m BACK FROM MEET SHEETING TOE OF END SLOPE. TOE OF SLOPE L _� - - - - -]L— EM KMENT OR WORK ROAD FILL ESIGN CRITERIA: MAX. WATER COURSE FLOW VELOCITY: 4.5 m /SEC. CONTRIBUTING SLOPE AREA: 1.2 ha NOTE: ALL DIMENSIONS ARE IN MILLIMETERS, EXCEPT AS NOTED. STANDARD SHEET Na. TITLE: 5- 297.405M ( 3 OF 3 ) TEMPORARY EROSION CONTROL STANDARD APPROVED: - M*; -1. iggS r (MODIFIED) STATE PROJ NO. 1008 -58 SHEET NO.95 OF 136 SHEETS • • OUT CUT P.I. B-1 CONTOURING ROAD CUTS q ROADWAY 20' DESIRABLE CONSTRUCTION O I O LIMITS —y �- R/W LINE • 1 ROUNDING SHOULDERS AND BACKSLOPES q ROADWAY GROUND LINE SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES BITUMINOUS SHOULDER VARIES SEE TYPICAL SECTIONS AGGREGATE SHOULDER 1ST STAGE CONSTRUCTION 1" (WHEN SOD IS PLACED) 2ND STAGE CONSTRUCTION r SOD OR SEED & MULCH I TOPSOIL tL 3" MIN. TOPSOIL SHAPING AND TOPSOILING INSLOPES 60" MIN. SHOULDER CURB TOP OF SOD EVEN ROADWAY WITH TOP OF CURB TOP OF TOPSOIL 1 INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED Ir uj z Z N N J 6 Ir w z Z N MIN. 1' 0„ PLAN VIEW q DITCH NORMAL DITCH SLOPE 1 /2 „ /FT. y i BOTTOM I ��aa Ira w 8' 0” DESIRABLE 0 0 z 1' 0" 18'0" MIN. SOD WIDTH 1' 0" f EXTEND SOD AT 12'INTERVALS SODDED DITCH CROSS SECTION WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN 1 /2 " /FT.), FIRST NOTCH DITCH AND THAN PROVIDE ROUNDING. THEORETICAL DITCH GRADE FLOW Ow -0s FINISHED DEPRESSED pL FL �'- EXTEND SOD SODDED DITCH GRADE ! CR 3" MIN. IN TOPSOIL TO FLOW sffi�� DITCH PROFILE SODDED DITCH DETAILS Ii, 1 O 18'0" P.I. I ROUND- NOTES SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. STANDARD s NO. TITLE: 5- -22 97.404 Q1 FOR ROUNDING, SEE ROAD DESIGN MANUAL. STANDARD APPROVED= (2 )CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. DECEMBER 19, 1990 STATE PROJ. NO. 1008 -58 �T J, Ul I Urltb ANU Y LUMtb SHEET NO. 96 OF 136 SHEETS PLAN VIEW EXTEND SOD AT 12'INTERVALS T 0" ".0" VARIABLE WIDTH 12' - 20' 1' 0„ 1.0.. NORMAL BACK SLO PE P.I. SECTION A -A TOP OF BACKSLOPE7-------- APRON q OF DITCH NORMAL SACKSLOPE VARIABLE FLOW EXTEND SOD PAST A0' � APPROX.B' TOE OF BACKSLOPE FUME ��� s � EXTEND SOD 3" MIN. INTO sg - TOPSOIL VFINISHED DEPRESSED SODDED FLUME SECTION B -B SODDED FLUME DETAILS ROUND- NOTES SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. STANDARD s NO. TITLE: 5- -22 97.404 Q1 FOR ROUNDING, SEE ROAD DESIGN MANUAL. STANDARD APPROVED= (2 )CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. DECEMBER 19, 1990 STATE PROJ. NO. 1008 -58 �T J, Ul I Urltb ANU Y LUMtb SHEET NO. 96 OF 136 SHEETS NOTES SEE SPEC. 2575.3 FOR ADDITIONAL INFORMATION. STANDARD s NO. TITLE: 5- -22 97.404 Q1 FOR ROUNDING, SEE ROAD DESIGN MANUAL. STANDARD APPROVED= (2 )CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. DECEMBER 19, 1990 STATE PROJ. NO. 1008 -58 �T J, Ul I Urltb ANU Y LUMtb SHEET NO. 96 OF 136 SHEETS 3 m MEASURED FROM CURB TO CURB ROADWAY — SOD OR SEED MULCH ,•MEDIAN. PAVEMENT:.. • ". :'.; CL ROADWAY — SODDING LIMITS AT GOR AREA 3 m BR. APPROACH PANEL EDGE OF END OF SHOULDER BRIDGE CONT OL ` EDGE BRIDGE PO 7 — AND ED OF SLOPE PA ING I I TRANSITION ARE I (TOP OF BERM) I SOD LIMITS I I .. I TOE OF SLOPE I TOE OF SLOPE PLAN ROADWAY 3 m BR. APPROACH SHOULDER PANEL TOP OF SLOPE AVING EDGE OF SOD B ry <e TOE OF SLOPE — — — — — — — TOE OF SLOPE ELE TION SODDING LIMITS AT B APPROACH FILLS EDGE LB m MIN. BITUMIN S INSLOPE P.I. SOD SHOULDER SLOPES ON IN E OF SUPERELEVATED CURVES SODDING INSLOPES OF SUPERELEVATED CURVES OF `H WHERE THE FLOW OF WATER IS CONCENTRATED.PLACE SOD STRIPS PARALLEL TO THE DIRECTION OF WATER FLOW. OVERLAPPING SOD SPECIAL SOD PLACEMENT TECHNIQUES WOOD FIBER BLANKET MULCH ADJACENT PROPERTY END OF UPPER BLANKET TO OVERLAP BOTTOM END OF BLANKET 250 mm BURIED IN 150 mm DEEP MSN VERTICAL TRENCH WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE P.I. 10.7 m SAFETY SLOPE - S00 RUNOFF SPREADER: STANDARD MULCH SOD LAID PERPENDICULAR TO 915 mm FLOW ON TOP OF BLANKET E Q ROADWAY LL WOOD FIBER S cr BLANKET MULCH g P END OF BLANKET w SPEC. 3885 QF BURIED IN 150 mm DEEP VERT. TRENCH 0 L WOOD FIBER BLANKET INSTALLATION ON AN INSLOPE (WHEN REQUIRED ) iIp[•t a•f•� Twl 1Nf RNI 9WIC�110• M 11ba11 •.a nvxlm m w m uw R ur area sae•vaa wo STANDARD nut iw A Dolt •EWISTO UA1CR C M 1Ajj,it��,77 n 5 ANDARD JEFF W. STEWART If I] qrZl, tuld 1/20iaa 16511 REVISION DATE S T A 4 -27 -95 P.I. 10.7 m SOD RUNOFF SPREADER: r� SOD LAID PERPENDICULAR 00 915 mm TO FLOW OF WATER g% .� \ \ E SNPN 1•A o cn ROADWAY S�E�PEP STANDARD = ~ 54 °Q6 MULCH E AND SEED 1n c BROKEN -BACK SAFETY FILL SLOPE OR FLATTER '-,I00 mm FLOW 1:2 OR FLATTER J ADJACENT \` CUT OR FILL SLOPE AREA OR DO CONSTRUCT DITCH INSLOPE — PERMANENT SLOPE PROTECTION DI TYPE "C" SIGNS (SALVAGE & INSTALL) QK SIGN NO. QUANTITY PANEL SIZE PANEL LEGEND SP 1008 -58 100% CITY C -200 8 1 24 X 30 SPEED LIMIT 30 C -201 NO PARKING ANYTIME 3 36 X 36 STOP C -202 4 1 30 X 30 WINDING ROAD C -203 5 3 30 X 36 1 INCOMING TRAFFIC DOES NOT STOP C -204 1 2 48 X 24 ICUSTOMER PARKING C -205 1 30 X 30 30 X 30 IDEAD END C -307 1 DO NOT ENTER 21 X 15 LEFT ARROW TOTAL 1 10 24 X 12 EAST TYPE "C" SIGNS (SALVAGE) FQ SIGN NO QUANTITY PANEL SIZE PANEL LEGEND SP 1008.58 100X CITY C -301 8 MOTORIZED VEHICLES PROHIBITED 30 X 30 RIGHT TURN LANE C -302 NO PARKING ANYTIME 1 36 X 36 STOP AHEAD C -303 4 2 11 STRIPED TUBE DELINEATOR C-304 5 2 30 X 30 STOP C-305 1 1 24 X 24 NO LEFT TURN C -306 1 30 X 30 36 X 12 ONE WAY (RIGHT ARROW) C -307 1 DO NOT ENTER 21 X 15 LEFT ARROW -308 1 2U 24 X 12 EAST C -309 1 5.00 24 X 12 TO C -310 2 C -3 30 PENTAGON SCHOOL CROSSING ADVANCE ( FLOURESCENT YELLOW) C -311 2 2 30 PENTAGON SCOOL CROSSING ( FLOURESCENT YELLOW) C -312 2 37.50 24 X 18 DOWN ARROW ( FLOURESCENT YELLOW) C -313 5 2 30 X 30 DO NOT ENTER C -314 1 4.3 36 X 24 WRONG WAY C -315 3 1.16 30 X 30 LEFT TURN LANE C -316 2 2 30 X 36 INCOMING TRAFFIC DOES NOT STOP C -317 4 2.1 36 X 36 X 36 YIELD C -318 1 1 S2 -1 48 X 60 X 60 NO PASSING ZONE C-320 1 36 X 36 DEAR CROSSING C -321 1 24 X 18 24 X 18 NEXT 2 MILES C -322 2 DOWN ARROW (BLACK ON FLOURESCENT YELLOW) 12 X 24 1 MILE 9 C -323 3 2U 1A ADOPT A HIGHWAY C -324 3 7.5 24 X 30 KEEP RIGHT C -325 1 C -8 36 X 36 SIGNAL AHEAD SIGN C -326 1 1A 24 X 30 SPEED LIMIT 55 C -327 1 1 11.25 24 X 12 SOUTH C -328 1 8 NO U -TURN C -329 t 4.3 2.1 RIGHT LANE ENDS C -330 1 4.65 24 X 12 WEST C -331 1 60 X 30 RIGHT LANE ENDS 1000 FT C -332 1 2.1 48 X 60 X 60 DIVIDED HIGHWAY ENOS 20.00 1.86 W14 -3 NO PASSING ZONE C -12 TOTAL 60 5 2U 1A TYPE "D" SIGNS (SALVAGE & INSTALL) QM SIGN NO. QUANTITY PANEL LEGEND SP 1008 -58 100% CITY D -100 1 1 MOTORIZED VEHICLES PROHIBITED D -101 1 10 NO PARKING ANYTIME CITY TYPE AFRAME LENGTH TOTAL 2 11 m STREET NAME SIGNS (SALVAGE AND INSTALL) �O SIGN NO. QUANTITY PANEL LEGEND SP 1008 -58 100% CITY C -601 1 MANEL CODE NO. HAZELTINE BLVD C -602 1 SIGN TOTAL CHASKA ROAD CITY TYPE AFRAME LENGTH TOTAL 2 m m TYPE "C" SIGNING TABULATION CE SIGN NO. NUMBER OF SIGNS NOTES POST MOUNTING HEIGHT SIZE QUANTITY MANEL CODE NO. LEGEND SIGN EACH SIGN TOTAL SIGN TOTAL SP 1008 -58 CITY TYPE AFRAME LENGTH D -205 1 m m inches f +2 f +2 m2 C -1 9 A. B 2U 1 4.3 2.1 30 X 30 6.25 56-25 5.23 R5 -1 DO NOT ENTER C -2 8 D -211 A. B 2U HUTCHINSON (W/ LEFT ARROW) MINNEAPOLIS (W/ RIGHT ARROW) 4.3 2.1 24 X 30 5.00 40.00 3.72 R4 -7 KEEP RIGHT C -3 6 A. B 2U 2 4.3 2.1 30 X 30 6.25 37.50 3.48 R3 -X1 RIGHT TURN LANE C -4 2 A. 8 2U to 4.3 1 2.1 30 PENT. 6.25 12.50 1.16 1 51 -1 SCHOOL CROSSING ADVANCE (BLACK ON FLOURESCENT YELLOW) C -5 2 A. B 2U 1A 4.3 2.1 30 PENT. 6.25 1 12.50 1.16 1 S2 -1 SCHOOL CROSSING (BLACK ON FLOURESCENT YELLOW) C -6 2 24 X 18 3.00 1 6.00 0.56 S2 -P2 DOWN ARROW (BLACK ON FLOURESCENT YELLOW) C -7 2 A. B 2U 1A 4.3 2.1 36 x 30 7.5 1 15.00 1.39 R3 -8F DUAL LEFT TURN SIGN C -8 1 A. B 2U 1A 4.3 2.1 54 X 30 11.25 1 11.25 1.05 R3 -BH LEFT, THROUGH. AND RIGHT LANE DELINEATION C -9 8 A. 8 2U 4.3 2.1 30 X 30 6.25 5 4.65 R3 -X2 LEFT TURN LANE C -10 1 A. B 2U 1A 4.3 2.1 48 X 60 X 60 20.00 20.00 1.86 W14 -3 NO PASSING ZONE C -12 1 A. 8 2U 1A 4.3 2.1 36 X 36 9.00 9.00 0.84 W11 -3 DEAR CROSSING C -13 1 24 X 18 3.00 3.00 0.28 W7 -3a NEXT 10 MILES C -14 2 A. B 1U 3.1 2.1 10 X 18 1.25 2.50 0.23 D10 -1 MILE 9 C -15 3 A. B I 2U to 4.3 2.1 60 X 36 15.00 45.00 4.18 I -X1 ADOPT A HIGHWAY C -16 3 A. 8 2U 1A 4.3 2.1 36 X 36 9.00 27.00 2.51 R1 -1 STOP C -17 1 A. 8 2U 1A 4.3 2.1 36 X 36 9.00 9.00 0.84 W3 -3 SIGNAL AHEAD C -18 1 A. B 2U 4.3 2.1 36 X 12 3.00 3.00 0.28 R6 -1R ONE WAY (RIGHT) C -19 1 A. B 2U 4.3 2.1 24 X 18 3.00 3.00 0.28 RG -3a DIVIDED HIGHWAY C -20 1 A. B 2U 4.3 2.1 24 X 30 5.00 5.00 0.46 R2 -1 SPEED LIMIT 55 C -21 1 A. B 2U 2A 4.3 2.1 84 X 24 14.00 14.00 1.30 12 -3 CHANHASSEN POP. C -22 1 A. B 24 X 12 2.00 2.00 0.19 M3 -3A SOUTH C -23 2 A. B 2U 1A 4.3 2.1 36 X 36 X 36 6.25 12.50 1.16 R1 -2 YIELD C -24 1 A. B 24 X 12 2.00 2.00 0.19 M3 -2A EAST C -25 1 A. 8 24 X 18 3.00 3.00 0.28 W20 -100P 1000 FEET C -26 1 A. 8 24 X 12 2.00 2.00 0.19 M3 -4A WEST C -27 2 A. 8 2U to 4.3 2.1 36 X 36 9.00 18.00 1.67 W9 -1R RIGHT LANE ENDS TOTAL 1 64 39.11 A. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT. BUT DOES NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. B. SEE STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. NOTES: SALVAGE EXISTING SIGNS AS INDICATED ON THE MISCELLANEOUS REMOVAL PLAN SHEETS. REINSTALL SALVAGED AND NEW SIGNS AS INDICATED ON THE SIGNING AND STRIPING PLAN SHEETS W/ 3at /FT POSTS. DELINEATORS & MARKERS (SALVAGE) TYPE QUANTITY LOCATION SP 1008 -58 CITY X4 -200 7 MANEL CODE NO. OBJECT MARKER X4 -201 3 SIGN TOTAL CLEARANCE MARKER X4 -202 2 A FRAME SNOW PLOW MARKER D -205 1 m In TOTAL 1 12 ft2 m2 DELINEATORS AND MARKERS SIGNING TABULATION NN SIGN N0. NUMBER OF SIGNS NOTES POST MOUNTING HEIGHT SIZE QUANTITY MANEL CODE NO. LEGEND SIGN EACH SIGN TOTAL SIGN TOTAL SP 1 -SB CITY TYPE A FRAME LENGTH D -205 1 m In inches ft2 ft2 m2 X4 -2 108 10 A. B 1 1 1.2 18 X 18 2.25 22.50 2.09 X4 -2 OBJECT MARKER X4 -4 8 D -211 A. B 2U HUTCHINSON (W/ LEFT ARROW) MINNEAPOLIS (W/ RIGHT ARROW) 3.1 1.2 12 X 36 3.00 24.00 2.23 X4 -4 CLEARANCE MARKER X4 -5, 2 A. B 1U 2 3.1 1.2 6 X 12 0.5 1.00 0.09 X4 -5 SNOW PLOW MARKER HUTCHINSON (W/ STRAIGHT ARROW) CHASKA (W/ LEFT ARROW) TOTAL 15 2 FAX 541.170° Minnesota TOTAL 20 CTR [)ATE. 5/26/00 Mo. e[), zecez INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -68 SHEETS 4,41 TYPE "D" SIGNS (SALVAGE) SIGN N0. QUANTITY PANEL LEGEND Sp 1008 -58 100% CITY 0 -201 B. SEE STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. TOTAL 12 1 CITY STREET RESTRICTED 0-203 1 LAKE LINDEN DRIVE D -204 1 TH 41 D -205 1 DATE JCT TH 7 1/3 MILE 0-206 1 Design y: RCH /J BB CHASKA ROAD (WITH RIGHT ARROW) D -207 1 TH 7 (WITH LEFT /RIGHT ARROW) D -206 1 CHASKA ROAD (WITH LEFT ARROW) 0 -209 1 CARVER CO. CHANHASSEN POP. 11.732 0 -210 1 8441 Wayzam Boulevard TH 41 D -211 1 HUTCHINSON (W/ LEFT ARROW) MINNEAPOLIS (W/ RIGHT ARROW) 0 -212 1 WEST TH 7 (WITH LEFT TURN ARROW) D -213 1 Minneapolis. MN 55425 EAST TH 7 (WITH RIGHT ARROW) D -214 1 ST BONIFACIOUS 9. HUTCHINSON 40. MOTEVIDEO 108 D -215 2 TH 7 D-216 1 812�"�800 SOUTH 41 (WITH LEFT ARROW) 0-217 1 HUTCHINSON (W/ STRAIGHT ARROW) CHASKA (W/ LEFT ARROW) TOTAL 15 2 FAX 541.170° A. POST LENGTHS ARE APPROXIMATE AND INCLUDE EMBEDMENT. BUT DOES NOT INCLUDE ADDITIONAL LENGTH REQUIRED FOR SPLICE. B. SEE STANDARD SIGNS MANUAL FOR PUNCHING CODE AND DETAILED DRAWINGS OF TYPE "C" SIGN PANELS. TOTAL 12 SIGN DIMENSIONS ARE SHOWN IN ENGLISH N0. DATE By CNK REVISIONS Design y: RCH /J BB I Im IN" TNAT "Is PEw. SP HICAT101. a KNIT ITS Pmrmo Sr 0" uaEE NP oaEn AfRRPISIO we AEr I w our AEOIS1EREp ParzssloNE EKIK[6 uou , 350 Westwood Lake Office MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P Ian By: WE usS Or THE STAIE OT VINIESOIA 8441 Wayzam Boulevard �++B7eiA -.- Trunk Highway 7 / Trunk highway 41 98 CWK /JLB Checked By: a 4z'V WSB Minneapolis. MN 55425 - Cities Shorewood & Chanhassen TABULATION of CTR � / CHARLES T. RICKART. P.E. 812�"�800 of SIGNING & STRIPING PLAN �! 136 Approved y, �A. FAX 541.170° Minnesota CTR [)ATE. 5/26/00 Mo. e[), zecez INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -68 SHEETS TYPE "D" SIGNING TABULATION S❑ SIGN NO. QUANTITY NOTES POST MINTING HIEGHT SIZE 5151 1. PANEL CODE NO. LEGEND SIGN EACH SIGN TOTAL SIGN TOTAL SP 1008 -58 100X CITY TYPE A FRAME LENGTH m m inches ft2 ft2 RQ 0-1 1 OF of 136 2U 2A 4.3 2.1 68 X 60 28.33 28.33 2.63 JCT TH 7 1/3 MILE D -2 1 Checked By: CTR 2U 2A 4.3 2.1 118 X 36 29.50 29.50 2.74 HUTCHINSON (W/ LEFT ARROW). MINNEAPOLIS (W/ RIGHT ARROW) D -3 1 5/26/00 26082 CAM REG. W. INFRASTRUCTURE - ENGINEERS - PLANNERS 2U 1A 4.3 2.1 36 X 50 12.50 12.50 1.16 TH 7 (W/ LEFT AND RIGHT ARROW) D -4 1 2U 4.3 2.1 36 X 12 1 3.00 3.00 1 0.28 AT SIGNAL D -5 1 2U 1A 4.3 2.1 56 X 33 12.83 12.83 1.19 CHASKA ROAD (W/ RIGHT ARROW) 0-6 1 21.1 1 1A 1 4.3 2.1 56 X 33 12.83 12.83 1.19 CHASKA ROAD (W/ LEFT ARROW) 0-7 1 2U 4.3 2.1 24 X 24 4.00 4.00 0.37 TH 41 D -8 2 2U 4.3 2.1 24 X 24 4.00 8.00 0.74 TH 7 D -9 1 21.1 2A 4.3 2.1 118 x 40 32.78 32.78 3.05 ST BONIFACIOUS 9, HUTCHINSON 40, MONTEVIDEO 108 D -10 1 2U 1A 4.3 2.1 54 X 60 22.50 22.50 2.09 SOUTH 41 (W/ LEFT ARROW) 0 -11 1 21.1 2A 4.3 2.1 100 X 50 34.72 34.72 3.23 HUTCHINSON (W/ STRAIGHT ARROW). CHASKA (W/ LEFT ARROW) TOTAL 1 12 1 1 i 1 18.67 o STATION TO STATION LOCATION ". 5, 51 115 1 1 55 1 5151 1. 1 Ii 1 1 li 1 1 11 5 1 i; 5 111 51155. 1 51 1 1 51 5 1 5 Plan By: F M THE lA6 R( STATE 6 YIANFS.iA STAVE 8441 vueYZe19 Boulevard WCB nNnTro6poli.,MN 55426 �V/ 8123N�800 Ilk '41....ch"A7RG FAX 541 -1700 SS.d1250EA Trunk Highway 7 / Trunk Highway 41 OF of 136 CWK /JLB Cities of Shorewood & Chanhassen SIGNING & STRIPING PLAN Checked By: CTR CHARLES T. RICKART. P.E. - approved y: CTR 5/26/00 26082 CAM REG. W. INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. iOOB -5S SHEETS - 15+150 - 15+450 7-41 CROSSING ENT. 70+000 70+132 _LAKE LINDEN-DRIVE .. 000�v�� ®�� • • o�voo o SIGN DIMENSIONS ARE SHOWN IN ENGLISH N0. DATE By CHK REVISIONS Design y. RCH /J BB I YENM CERTIFY TYAT MIS R.M..[CIIIf.ATlp1. IR WENT BAS WORD BY 85 oBER YT .IRECT SwE 1 TYAT 1 RI A SAY RE,ISTERE. vaaE551.W EKINFTR u.ER �r \Ab.1VY00d Lake Office ♦ 0 MRiNESOTA DEPARTMENT OF TRANSPORTATION SHEET Plan By: F M THE lA6 R( STATE 6 YIANFS.iA STAVE 8441 vueYZe19 Boulevard WCB nNnTro6poli.,MN 55426 �V/ 8123N�800 Ilk '41....ch"A7RG FAX 541 -1700 SS.d1250EA Trunk Highway 7 / Trunk Highway 41 OF of 136 CWK /JLB Cities of Shorewood & Chanhassen SIGNING & STRIPING PLAN Checked By: CTR CHARLES T. RICKART. P.E. - approved y: CTR 5/26/00 26082 CAM REG. W. INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. iOOB -5S SHEETS - • • � 0 Trunk Highway 41 ti Q Q •�1 uj C -10 Y W "i' , MATCH EXISTING 1% t; 0m 10m 20m 40m z �o `STA._ -10 +017.557 ; C-205 - _ `.`'' C-12 _ A CHESIyj R pRIVE_ `� f068:7Tj ` . �� DEAD - - - - 1 cQ1 _ `l GO _ 70 �: ' END 0 L = � Z 100 mm SOLID WHITE i W Z W EDGE LINE (EPDXY l } x 100 mm SOLID WHITE Um< Q EDGE -LINE -( EPDXYY.) tz J 100 mm DOUBLE YELLOW j„ a ` LANE LINE (POLY) ��, 100 an �.n LANE LINE lP �Y' y�_; � M 100 mm SOLID ! m In STRIPED MEDIAN (POLY) + WHITE EPDXY i c SEE DETAIL SHEET N In + 2.44 m SHLD 2 3.6 m RTL_ 1:10 TAPER 1:40 TAPER I- 14t900 3.66 m LANE -o 3.6 m LANE 15 000 3.6 m LANE 15t100 In 3.66 LANE ° 14 +961.8551 15 +000 3.6 m LANE 1. 0 TAPER W _.-____.----- '--- �__- ----- '------ '-- .__.__ __._ 2.44, m H D 3.0 m SHLD_. . _ -_ ........... ........... _ -- _ _ _ _ -... -. _._ 1:15 TAPER 3.6 m LAN Z __ ...... .........3.0m .SHLD __..__.....- _. 1 +100 E - ...... . � _. .............. ..._.._.... ®_...._....._ ......... .... _. r...... .._......_...._.:_._..._......- 1- o�, 1:50 I- 1- H � . ....._.. .... - -- -__ _._._.... — 3'76--m RTL 2 TAPER c 100 mm DOUBLE YELLOW V LANE LINE (EPDXY) /. •, 106 'bin SOL ID WH 1 TE © EDGE LINE (EPDXY) LAI r MATCH T.H. d1 ,�. y 0, -1 g � 100 mm DOUBLE YELLOW STA. 14 +9 LA NE LINE (POLY) , C-14 C R 10- 132W 100 mm SOLID WHITE C -4 LANE LINE (POLYI i ,// , i" fU _ i r V ,IN B 100 mm SOLID WHITE f ' r C -8 EDGE LINE (EPDXY) : ,.\ �ly� 1 f' C PAVEMENT MESSAGE LEGEND 1O LEFT TURN ARROW - - - O RIGHT TURN ARROW OA INSTALL SALVAGED SIGN © FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. NO. DATE BY CHK REV ISICNS Design y: RCH /J BB P I Oft By: I NERDY FAR THAT THIS PLAN. SPECIFICATION. a REPOR US PWAEO m DR AGED NN DIE" RrFM131N w /NAT I AN A all PEGTSIEREO PRDTi310R1 ENGINM LIKED RE UYS R fPE STATE OF YINYES /DIA _ ,/ / , C �� %�`�[/ 350 VIAIS(NROod Lake Otow Minneapolis, 55428 �S,B x(41 we,�EE� ��IEnFaro B'�s"�B00 &AmmaciahN. I*- FAX541-1700 - INFRASTRUCTURE - ENGINEERS - PLANNERS -. >'A. Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 100 OF 136 SHEETS CWK /JLB Cities of Shorewood & Chanhassen Minnesota STA 14 +936.73 TO STA 15 +150 SIGNING AND STRIPING PLAN S.P. 10088 n Checked By: crR _ - CHARLES T. RICKART. P.E. DATEN 5/26/00 Nm 26062 Approved By: CTR a � 0 a 9 Z 0/1 ZZI- IV-, V) w V z 100 rrcn SOLID WHITE LANE LINE (POLY) t00 mm SOLID EDGE LINE E P OX ) C-6 Trunk Highway 41 D-6 LA C3 0 m 10 m 20 m 40 m 4 2�� PAVEMENT MESSAGE LEGEND MATCH EXISTING;' `4W. :40= — C—W LEFT TURN ARROW STk 20+059.03,� I < RIGHT TURN ARROW CO INSTALL SALVAGED SIGN FURNISH AND INSTALL SIGN SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. No. DATE BY CHK REVISIONS Design By: RCH/J I RAVIT CERTIFT MAT MIS PLAN. SIRCIFICATION. ON NOW 05 MEPAIKD IN M LNU W DIRECT SPREVISHN W THAT I Am A %xi muisruvo moTissim oximummu 360 VV83twood Laks Office MDNESOTA DEPARTMENT OF TRANSPORTATION SHEET s -P T-Qn- By: LAN OF THE STATE T MINKSMA 8441 VVayzate Boulevard WSB Minneapolis, MN 55426 612-4414M & FAX54 1-17M INFRASTRUCTURE ENGINEERS - PLANNERS Trunk Highway 7 /Trunk I-Eghway 41 101 OF 136 SHEETS CWK/JLB Cities of Shorewood & Chanhassen a Minnesota STA 15+150 TO STA 15+450 SIGNING AND STRIPING PLAN S.P. 1008-58 Checked Byz CTR - CHARLES T. RICKART. P.E. 5126/00 26042 Approved BY: CTR OATE, .1.. ... • � 0 X4 -4 X4 -2 • 01 100 mm SOLID YELLOW EDGE LINE (EPDXY ) 100 mm SOLID WHITE - LANE LINE (EPDXY X4 -4 C -19 C -16 C -18 Trunk Highway 41 / Frontage Road O� C. _. Nom, 'I 1 •,_'..__1_, — _ —_ _. 0 m 10 m 20 m r._... 15'700 cm 9 v+ I \ 1 n �w 0 \ T3. r 'm ZEBRA STRIPED CROSSWALK (PgLYI i SEE SIGNING d STRIPING _�,.- ..... ii u ne DETAIL SHEET (TYP) " 0 \ PAVEMENT MESSAGE LEGEND 1D LEFT TURN ARROW - - - €_ 11D 02 RIGHT TURN ARROW t -- ,� (2 ) INSTALL SALVAGED SIGN © FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. 40 m I N0. DATE By CHK REVISIONS ee, 9h y: RCH /JBB 1 IEAoH QRTIR AT TAN RAN. SPECIFICATION. ON AEPOIT WAS POWAED BY 0 W K4 NT DRECT SIPRRWISICH W MAT I NN A OAT NEGISSERED FAMMI&A ENGINE& WOEN r350 VVashvood Lake Olfice /� bIINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P 1 m By: WE un a THE STATE a WIWSOTA 8441 VVa Boulevard ,, Trunk Highway 7 / Trunk Highway 41 �EII 102 CWK /JLB �_ Minneapolis, MN 55426 Cities Shorewood &Chanhassen STA 15 +450 TO STA 15 +716.96 OF Checked By: cTR / �� 8,254,4800 of SIGNING AND STRIPING PLAN 136 AOON'OVWC By: CHARLES T. RICKART. P.E. 26082 &AmacaEetbc FAX 541 -,700 ENGINEERS PLANNERS Minnesota S.P. 1008 -58 SHEETS CTR OAR, 5/26/00 HeG. INFRASTRUCTURE - - • • A (gp 64 +10b.- I MATCH T.H. 7 00 C: ti a, 01 00Z see a Zm= ago CD O A. F,> C - - "ON S 1,C T i r x ............. . . ... . ..... . .......... . ��/_ 3.6 m LTL C:3 C3 C) 7 / - LANE 4 c3 _�.6 ML 6 - 12 20 _ -0 m 3.1 3.6 m LANE C3 C:1 " 4.2 m RTL U; CM LIOO mm SOL I D WH NTE EDGE LINE X (EP a Y) 100 mn SOLID WHITE LANE LINE (POLY) .7, 1 sates O 4.2 m L _3.6 m LANE -6 L ANE m LTL 3.6 m LANE 3.6 m LANE p I" Z 0 _j Z 0 1 O irIII( Sbilld WHITE EDGE I �I*jcte4t)L F100 mm SOLID WHITi�_,- LANE LINE (POLY) 0 m 10 m 20 m 40 m 100 ffrn BROKEN WHITE LANE @C-3 LINE (POLY) 100 mm SOLID WHITE = xz Z jLLJ LANE LINE (POLY) O 5 < 100 mm SOLjb YELLOW I-- EDGE LINE VEPDXY) O 2 + -0 Ljj 1 Sli� 0 - E _j 1. 2 m SH&P ------- ... 0, m r LANE LINE OILY 5' r ___1 r ZOO I: WHITE Z;O _q Z;O 100 mm SOL WH EDGE LINE (EPDXY) QP M z m z _4 0 mm SO4b WHITE GE LINE,,,:tEPDXY) UB 10 mm BROKEN WHITE C-3 C-9 C-1 LANE LINE (POLY) > 100 rryn SOLID WHITE EDGE LINE (EPDXY) 100 n7n SOLID YELLOW GE LINE (EPDXY) STRIPED CROSSWALK-' POL ZE Y) 200 rrrnS _)DL ID WHITE C-1 SEE SIGNING & STRIPING EDGE LINE (EPDXY) PAVEMENT MESSAGE LEGEND ------ DCTAIL SHEET (TYP) (D LEFT TURN ARROW RIGHT TURN ARROW of (2) INSTALL SALVAGED SIGN FURNISH AND INSTALL SIGN SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. o DATE I BY CHK Trunk Highway 7 uesi qn ay: RCH/JBB I NMT CERTIFY MAT TWO RAN. SPECIFICATI•. ON RVOOT WAS FIEPUED Of OR 0001 W GUIECT MWEOV15101 " MY 1 0 A MY REGISTERED PADYMIGM 041NOM LAW 30 V*WhNOW Lake Office Trunk Highway 7 / Trunk Highway 41 (p MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET -4 P i c-n Fy--. - LAID OF TWE STAIE • MINNESCIA 8441 V4ayz•b Boulevard W Minneapolis, MN 55426 SB 103 OF D D C -2 C CWK/JLB Cities of Shorewood & Chanhassen STA 64+139 TO STA 63+350 B B —4- ChecKed By: CTR CHARLES T. RICKART. P.E. Atocla" b= FAX 54 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota SIGNING AND STRIPING PLAN S.P. 1008-58 136 SHEETS Lu D > LU y X4-5 Q LLJ (,I B 1 9p 4 A Q, > _J LLJ I100 nin SO�!ID WHIT tL7 0 it 1 Ln EDGE L1NE--'(EPO)efl V_ Z 0 'rrm j 100 BROKEN WHITE, V7 LANE LONE (POLY) QJ "'o �'700 tn 00 G---- - ------ 100 nvn SOLID YELLOW--\ KEDGE L TAPER MAT"I T. H. 7 m t 7 .5 641200 0 STA. 64+139.559 - - - - - - - - - - - - - 3.6 m LANE - - - M 1.2 m SHCD- C3 m 3.6 m LANE C3 00 64100 64 +10b.- I MATCH T.H. 7 00 C: ti a, 01 00Z see a Zm= ago CD O A. F,> C - - "ON S 1,C T i r x ............. . . ... . ..... . .......... . ��/_ 3.6 m LTL C:3 C3 C) 7 / - LANE 4 c3 _�.6 ML 6 - 12 20 _ -0 m 3.1 3.6 m LANE C3 C:1 " 4.2 m RTL U; CM LIOO mm SOL I D WH NTE EDGE LINE X (EP a Y) 100 mn SOLID WHITE LANE LINE (POLY) .7, 1 sates O 4.2 m L _3.6 m LANE -6 L ANE m LTL 3.6 m LANE 3.6 m LANE p I" Z 0 _j Z 0 1 O irIII( Sbilld WHITE EDGE I �I*jcte4t)L F100 mm SOLID WHITi�_,- LANE LINE (POLY) 0 m 10 m 20 m 40 m 100 ffrn BROKEN WHITE LANE @C-3 LINE (POLY) 100 mm SOLID WHITE = xz Z jLLJ LANE LINE (POLY) O 5 < 100 mm SOLjb YELLOW I-- EDGE LINE VEPDXY) O 2 + -0 Ljj 1 Sli� 0 - E _j 1. 2 m SH&P ------- ... 0, m r LANE LINE OILY 5' r ___1 r ZOO I: WHITE Z;O _q Z;O 100 mm SOL WH EDGE LINE (EPDXY) QP M z m z _4 0 mm SO4b WHITE GE LINE,,,:tEPDXY) UB 10 mm BROKEN WHITE C-3 C-9 C-1 LANE LINE (POLY) > 100 rryn SOLID WHITE EDGE LINE (EPDXY) 100 n7n SOLID YELLOW GE LINE (EPDXY) STRIPED CROSSWALK-' POL ZE Y) 200 rrrnS _)DL ID WHITE C-1 SEE SIGNING & STRIPING EDGE LINE (EPDXY) PAVEMENT MESSAGE LEGEND ------ DCTAIL SHEET (TYP) (D LEFT TURN ARROW RIGHT TURN ARROW of (2) INSTALL SALVAGED SIGN FURNISH AND INSTALL SIGN SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. o DATE I BY CHK I REVISIONS uesi qn ay: RCH/JBB I NMT CERTIFY MAT TWO RAN. SPECIFICATI•. ON RVOOT WAS FIEPUED Of OR 0001 W GUIECT MWEOV15101 " MY 1 0 A MY REGISTERED PADYMIGM 041NOM LAW 30 V*WhNOW Lake Office Trunk Highway 7 / Trunk Highway 41 (p MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P i c-n Fy--. - LAID OF TWE STAIE • MINNESCIA 8441 V4ayz•b Boulevard W Minneapolis, MN 55426 SB 103 OF D D CWK/JLB Cities of Shorewood & Chanhassen STA 64+139 TO STA 63+350 ChecKed By: CTR CHARLES T. RICKART. P.E. Atocla" b= FAX 54 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota SIGNING AND STRIPING PLAN S.P. 1008-58 136 SHEETS Aporoved BY: CTR • 9 • m N YD S 0 v i 0 N Trunk Highway 7 C -T y,r' �\ '..0 AV C-7 r' ✓ /i a r' C -28 ` D -10 D -1 1 -. N f \ l S \� ; ;fig0 rtm`SOL.ID WH 1 TE_.. CD = jj EDDGE LINE (LPf}XY.1,, o 1100 mm BROKEN WHITE LANE 0 + LINE (POLY) Lp 1' TAP 100 mm SOLID YELLOW AY )5 fR EDGE LINE (EPDXY) _ 3.6 m LANE 64$5 _ — 1.2 m SHLD 3.6 m LANE N O Do c 1:15 TAPER 3.6 m LTL 1Q 1 — _ 3_6 m LANE 64+ 0 _ ,:T.S TAPER 3�oEm DC('T'I DC� r i• l - Z 10QI'mri, SOLID YELLOW rT1 Z -1 m Z EDGE' L INE l EPDXY/1. O O 100 rdm 5bL I O WH;i TE C -9 C -3 f X.LANER -VINE (POLY) 100 mm SOLID WHITE lra� f LANE LINE (POLY) J i :.; 100 mm SFOCID WHITE J 3 ibGE I,;NE (EPQ�fI v �; Xl� �Y'�- •.tee,,. ,..r\,- .. \.., IE l ED -j 0m 10m 20m 40m ,H.7 64.600 69.489 = DATE (n 64$400 7 Design ay: RCH /J BB ? ER J MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 10 4 136 SHEETS y1 T0�160 _ + ,L � _ Q 3.0 m SHLD _ 64 �-400 -� UO' Z r 100 mm SOLID YELLOW EDGE LINE (EPDXY) O -(rte, ~ 100 mm BROKEN WHITE LANE LINE (POLY) � 100 mm SOLID WH1 <' EDGE LINE (EPDXY i C -1 .5- Y Approved By: CTR 4/0 1 l Y _ J f� LQX PAVEMENT MESSAGE LEGEND _ 3.6 m LANE 64$5 _ — 1.2 m SHLD 3.6 m LANE N O Do c 1:15 TAPER 3.6 m LTL 1Q 1 — _ 3_6 m LANE 64+ 0 _ ,:T.S TAPER 3�oEm DC('T'I DC� r i• l - Z 10QI'mri, SOLID YELLOW rT1 Z -1 m Z EDGE' L INE l EPDXY/1. O O 100 rdm 5bL I O WH;i TE C -9 C -3 f X.LANER -VINE (POLY) 100 mm SOLID WHITE lra� f LANE LINE (POLY) J i :.; 100 mm SFOCID WHITE J 3 ibGE I,;NE (EPQ�fI v �; Xl� �Y'�- •.tee,,. ,..r\,- .. \.., IE l ED -j 0m 10m 20m 40m ,H.7 64.600 69.489 = i (D LEFT TURN ARROW - - - J' Q2 RIGHT TURN ARROW OA INSTALL SALVAGED SIGN OB FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. Na. DATE I B9 CNK I REVISIONS Design ay: RCH /J BB -- - 64+(',00 `.' �.... � � =.:� Trunk Highway 7 /.Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 10 4 136 SHEETS _ 7 UO' Z O -(rte, Checked By: crR - - CCD CHARLES T. P.E. CAN' S/26/00 Mo. xY, 26082 YIELD Approved By: CTR Q 4" LQX PAVEMENT MESSAGE LEGEND i (D LEFT TURN ARROW - - - J' Q2 RIGHT TURN ARROW OA INSTALL SALVAGED SIGN OB FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE NOTES: UNLESS OTHERWISE NOTED ALL SIGNS SHALL BE PLACED AS DETAILED ON SIGNING AND STRIPING DETAIL SHEETS. Na. DATE I B9 CNK I REVISIONS Design ay: RCH /J BB 1 NO01 QRiI,T filer ,YID TRAT sAN A:IGT1O1. DI IVEN 1AD IM EO IT a VCEII Y/ IDEn F NE STATE Ne Ner I �W A qlT u1i1FAEY NY,I3DIDYDI EIEIIEaI vaY rxE ue D: NE srYrE a nNESDIA � 35041 Way i Lam O1AOe Minneapolis, MN 55426 �SB e,4, Wayzata Bpulevard 811$/1900 �� FAX SUE INFRASTRUCTURE - ENGINEERS - PLANNERS � � =.:� Trunk Highway 7 /.Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 10 4 136 SHEETS Plan BY: CWK /JLB Cities of Shorewood & Chanhassen Minnesota srA 64 +35o ro srA 64 +sso SIGNING AND STRIPING PLAN S.P. 1008 =58 Checked By: crR CHARLES T. P.E. CAN' S/26/00 Mo. xY, 26082 Approved By: CTR �9- � 0 • ■ MATCH EXISTING Lake Linden Drive/Frontage Road STA. 29 +960.000 C -203 i! li _ j C-202 _. ......_ -:Y •' > it �yti' _`._`' -.._.O 201 dS p NOTE: C -2001 ALL DISTURBED PARKING LOT L STRIPING WILL BE REPLACED. 100 mm 6AOKEN YELLOW SPEED 01 i J- LANE LINE (EPDXY) ; LIMIT G) ER ¢'_f,04 PARKING I - D -101 : D Za a J I— ti 0 -101 1 MATCH EXISTING 1 970, 4g97 STA. 1+970.449 3 .cy- - tr <? ;C -201 L. doll LON 5300 MEW Me "01- J ILJ 'W W X B 2 PIP �0 CB1 00 12 (Lo- 0 — — — C3 M 0 0 O 64 100 _.. .�__.. ° o o cn • _ mm y __._._.. __.._. • • • X4-2 o� s utZOat�S p ��N_E ---I ) C(-92) 3 "'�' 0 O C -203 D 0 C -201 -101 O TRUNK HIGHWAY 7 100 mm BROKEN WHITE LANE LINE (POLY) 100 mm SOLID YELLOW EDGE LINE (EPDXY) — 100 mm SOLID WHITE LANE LINE (POLY) r• • ••••• X4 -2 Om 10m 20m 40m PAVEMENT MESSAGE LEGEND 1Q LEFT TURN ARROW - - - O RIGHT TURN ARROW (2) INSTALL SALVAGED SIGN QB FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE 1 0 mm BROKEN YELLOW L NOTES: 302t299•7213 MATCH EXISTING STA:30 +222.022 \ is UNLESS OTHERWISE NOTED ALL SIGNS SHALL B a BE PLACED AS DETAILED ON SIGNING AND ©4 INV� ZEBRA STRIPED CROSSWALK (POLY) Nani. c6c-9 X4-4 w SEE SIGNING d STRIPING LANE LINE (EPDXY) 00 12 (Lo- 0 — — — C3 M 0 0 O 64 100 _.. .�__.. ° o o cn • _ mm y __._._.. __.._. • • • X4-2 o� s utZOat�S p ��N_E ---I ) C(-92) 3 "'�' 0 O C -203 D 0 C -201 -101 O TRUNK HIGHWAY 7 100 mm BROKEN WHITE LANE LINE (POLY) 100 mm SOLID YELLOW EDGE LINE (EPDXY) — 100 mm SOLID WHITE LANE LINE (POLY) r• • ••••• X4 -2 Om 10m 20m 40m PAVEMENT MESSAGE LEGEND 1Q LEFT TURN ARROW - - - O RIGHT TURN ARROW (2) INSTALL SALVAGED SIGN QB FURNISH AND INSTALL SIGN © SIGN TO REMAIN INPLACE 200 mm SOLID WHi) / NOTES: LANE LINE (EPDXY! L100 UNLESS OTHERWISE NOTED ALL SIGNS SHALL J/ BE PLACED AS DETAILED ON SIGNING AND ZEBRA STRIPED CROSSWALK (POLY) mm SOLID WHITE w SEE SIGNING d STRIPING LANE LINE (EPDXY) STRIPING DETAIL SHEETS. d n DETAIL SHEET (TYP) 5 NO. DATE BY CHK REVISIONS Design y. RCH /J BB I RQeT CpnIn THAT THIS KAR SIECIWICATIOH DI MOT QS RIVAR) eT a LWK W 0•ECT SAW"ISIM N• trsT I w A DRl RCISIERO NBTERIDAK OKIIBFA Wa: 350 �BA"ood U• 0�• MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET °o P I On 8y: 1eE urs a rR STATE a .rrasmA -� 844, w•Ya 13aubvrd Minneapolie, MN 55428 WSB Trunk Highway 7 I Trunk Highway 41 105 OF � CWK /JLB Cities of Shorewood &Chanhassen STA 30+020 TO STA 32 +395 ? - Checked By: CTR 912.541-4800 &Amci ftI= FAX N112111esota SIGNING AND STRIPING PLAN S.P. 1008 136 y CHARLES T. RICKART. P.E. - ApDrOVed By: CTR 01TC. sizeioo K., ,•, 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS -58 SHEETS • • • GENERAL REQUIREMENTS EPDXY POLY PREFORM THE ENGINEERS INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE THE ROAD SURFACE SHALL BE CLEANED AT THE DIRECTION OF THE 1. THE INSTALLERS OF THIS MATERIAL MUST LIMITED TO FIELD SPOTTING. LOCATION AND INSPECTION. THE ENGINEER ENGINEER JUST PRIOR TO APPLICATION. PAVEMENT CLEANING SHALL CARRY A CARD CERTIFYING THAT THEY HAVE WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE CONSIST OF AT LEAST BRUSHING WITH A ROTARY BROOM (NON- ATTENDED A TRAINING SESSION THAT ADDRESSES HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY METALLIC). OR AS RECOMMENDED BY THE MATERIAL MANUFACTURER AND SURFACE PREPARATIONS AND ALL APPLICATION REQUIREMENTS AND TECHNIQUES NECESSARY FOR STARTING AND CUTOFF POINTS. BROKEN LINE INTERVALS WILL NOT BE ACCEPTABLE TO THE ENGINEER. NEW PORTLAND CEMENT CONCRETE SUCCESSFUL APPLICATION. MARKED. LONGITUDINAL JOINTS. PAVEMENT EDGES. AND EXISTING MARKINGS SURFACES SHALL BE SANDBLAST CLEANED TO REMOVE ANY SURFACE SHALL SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. TREATMENTS ANO /OR LAITANCE. ON LOW SPEED (SPEED LIMIT 35 MPH OR LESS) 2. ALL MARKINGS SHALL BE OF THE "INLAY "METHOD URBAN PORTLAND CEMENT CONCRETE ROADWAYS. SANDBLAST CLEANING UNLESS THE OVERLAY" PROCEDURE IS SPECIFIED. EDGE LINES AND LANE LINES ARE TO BE BROKEN ONLY AT INTERSECTIONS SHALL BE USED FOR ALL EPDXY PAVEMENT MARKINGS• INLAY APPLICATION WITH PUBLIC ROADS AND AT PRIVATE ENTRANCES IF THEY ARE CONTROLLED THE EPDXY MARKING APPLICATION SHALL IMMEDIATELY FOLLOW THE MAT TEMPERATURE SHALL BE CHECKED USING A BY A YIELD SIGN. STOP SIGN. OR TRAFFIC SIGNAL. THE BREAK POINT PAVEMENT CLEANING. GLASS BEADS SHALL BE APPLIED IMMEDIATELY THERMOMETER TO MAKE SURE THE INLAY IS BEING DONE IS TO BE AT THE START OF THE RADIUS FOR THE INTERSECTION AFTER APPLICATION OF THE EPDXY RESIN LINE TO PROVIDE AN IN THE PROPER TEMPERATURE RANGE. THE TEMPERATURE OR AT MARKED STOP LINES OR CROSSWALKS. IMMEDIATE NO -TRACK SYSTEM. SHOULD MEASURE BETWEEN 150' F(ASPHALT FIRM ENOUGH TO WALK ON) AND 120• F. APPLICATION BELOW 120• F MAY NOT A TOLERANCE OF 100 mm or under 100 mm OVER THE SPECIFIED WIDTH AN EPDXY RESIN LINE 100 mm WIDE AND 20 MILL THICKNESS (WET). GET A PROPER INLAY. INLAYS ARE NOT RECOMMENDED AFTER WILL BE ALLOWED FOR STRIPING PROVIDED THE VARIATION IS GRADUAL AND REQUIRES AN APPLICATION RATE OF ONE (1.35) LITERS OF COMPONENTS SEPTEMBER 15 AS THE ASPHALT COOLS TOO FAST AT THIS TIME DOES NOT DETRACT FROM THE GENERAL APPEARANCE. BROKEN LINE SEGMENTS FOR 26 m OF LINE. GLASS BEADS SHALL BE APPLIED AT 120 mg OF THE YEAR. MAY VARY UP TO 150 mm FROM THE SPECIFIED LENGTHS PROVIDED THE PER LITER RATE SUFFICIENT TO ACHIVE AN ACCEPTABLE NO -TRACK SYSTEM. NO PRIMERS ARE USED FOR INLAY APPLICATION. OVER AND UNDER VARIATIONS ARE REASONABLY COMPENSATORY. ALIGNMENT DO NOT INSTALL LANE LINES ON AN ASPHALT SEAM. DEVIATIONS FROM THE CONTROL GUIDE SHALL NOT EXCEED 50 mm. MATERIAL OPERATIONS SHALL BE CONDUCTED ONLY WHEN THE ROAD PAVEMENT SURFACE ROLLING OF ALL THE MARKINGS SHOULD BE LENGTHWISE IN THE SHALL NOT BE APPLIED OVER LONGITUDINAL JOINT. ESTABLISHMENT OF TEMPERATURES ARE 10 "C OR GREATER. DIRECTION THEY WERE LAID. APPLICATION TOLERANCES SHALL NOT RELIEVE THE CONTRACTOR OF THEIR FOR CROSSWALKS AND STOP BARS. INITIAL TAMPING WITH THE RESPONSIBILITY TO COMPLY AS CLOSELY AS PRACTICABLE WITH THE PLANNED TAMPING CART 1S RECOMMENDED USING ONLY 100 LBS. OF WEIGHT DIMENSIONS. PERMANENT PAVEMENT MARKINGS SHALL NOT BE PLACED OVER TEMPORARY MARKINGS. USE COMPACTION ROLLER TO EMBED (INLAY) MARKINGS INTO PAVEMENT SURFACE. USE MINIMUM SPEED AND WATER ON ROLLER. DO NOT USE VIBRATOR. IF MARKING BUCKLES OR DISTORTS SEVERELY IN FRONT OF ROLLER. MAT TEMPERATURE OR ROLLER SPEED MAY BE TOO HIGH. IF OVERLAY APPLICATION 1S SPECIFIED OR AUTHORIZED BY THE ENGINEER 1. TEMPERATURE REQUIREMENTS MINIMUM AIR TEMPERATURE 60•F (16'C) AND RISING MINIMUM PAVEMENT TEMPERATURE 701F (21 "C) AND RISING MINIMUM OVERNIGHT TEMPERATURE 601F (16 "C) AND RISING 2. SURFACE PREPARATION A. ASPHALT -LESS THAN 11 DAYS OLD SOUTHBOUND (t NORTHBOUND 1. ALL - SWEEP OR BLOW CLEAN 2. 0 - 3 DAYS OLD - NO PRIMER 3. 4 - 10 DAYS OLD - STAMARKn' SP44 ONLY SHLD THRU LANE THRU LANE MEDIAN LF TURN THRU LANE THRU LANE RT TURN 4. 11+ DAYS - STAMARKb1 E44 OR SP44 DEPENDING ON LANE LANE APPLICATION. SEE MANUFACTURERS SPECIFICATION 3. OLD MARKINGS SOLID WHITE BROKEN WHITE SOLID YELLOW SOLID YELLOW SOLID WHITE BROKEN WHITE SOLID WHITE SOLID WHITE A. DO NOT APPLY OVER PAINT. EPDXY. OR THERMOPLASTIC UNLESS VERY EDGE LINE LINE EDGE LINE EDGE LINE LANE LINE LANE LINE LANE LINE DGE LINE WELL WORN AND WELL ADHERED TO THE ROAD. OLD MARKINGS ALANE EPDXY OLY- PREFORM EPDXY EPDXY EPDXY POLY- PREFORM EPDXY PDXY L MUST BE AT LEAST 75% -80% WORN AWAY B. GRIND OR SANDBLAST OLD MARKINGS AND SWEEP OR BLOW SURFACE CLEAN 50 mm t 25 ""r�` 50 mm t 25 m"ss1 � f 50 mm 25 m �- -� 50 mm t 25 mm -� 50 mm t 25 mm -�I+ 50 mm t 25 mm -+- 50 mm t 25 mm C. APPLY REQUIRED PRIMER NOTE: SEE PLAN SHEETS FOR LANE WIDTHS n n 4 - LANE DIVIDED ROADWAY TYPICAL STRIPING No. DATE BY CHK REV[BEaNS oesign y: RCH /J 8B Plan By: i NBEEr amn nut rxis rtmE. smutcmnor. or wort ws NT QKCI suntnrESSor w MAT t w s our IEGI3mEO 146fSSIMM nt[ un w rxE srsrz a N,wE1mE /evmm er or ow ENEENEM uuES 350 VVIss vooci Lake Office �wA �� 6441 we�e(e Boulevard i�l� Minneapolis, MN 55426 e1zsK1 -Eeoo & FAX 841.1700 =; -: Trunk highway 7 / Trunk Highway 41 ESOTA DEPARTMENT OF TRANSPORTATION SHEET 106 of F 1 36 c v ? CWK /JLB Cities of Shorewood & Chanhassen - Minnesota STRIPING DETAILS SIGNING & STRIPING PLAN Checked By: CTR CHARLES T. RICKART. P.E. - ncorEwea y: CTR o•rc, sixBioo MG. No, 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008-58 SHEETS !]I 1 60 "1 I 68' 2211 ( 2411 I 22.. 5" 8" 3" 24" 3" 12" 5" 5- 11.2" 36" 3.6" 11.2" 5' D-1 50" 5.51. 24" 3.8" 11.2" 5.5" L 36" 61. I 24" I 61. 0 D-3 36" X 50" . 6" R. 1.28 LINE 1 :24.00 .24.'X 24" - 10" NUM IMI -58) I.(NF 7 . 5- 24 nnnRl F NFAn ARRnw 68" X 60" 6" R. 1.28 36' LINE 1 :23.18 :8" EMOD �- LINE 2 : 24.00 : 24" X 24" - 10" NUM (Ml -58) 2.96" 2.95" LINE 3 :16.48 FRACTION. 56:50 38" EM00 I I 30.09" 4" 1b 96 ,� ,6A toy 2AA �b,6 }q9 12" 4" At Signal 4" D-4 36" X 12" .6" R. 1.28 LINE I :30.09 :4 "- 3" EMOD 118" 15.53 "I 24" ( 12.66" I 70.28" (5.53 "I 55 A2Z S,Zp SgA 6g2 126 6�0 655 9.69 q9'l 1.013 Hutchinson 2%1 299 }15 AAA 566 "'b5 612 1 \1 155 boll 665 p Minnea olis 5.2" 8" 33" 3.4" 11.2" 5.2" 8" 33" 3.4" 11.2" 5.2" f i 561. 1 1 16.39"1 43.22" 1 6.39" bA .1111. 229 10 ,111 8145 Chaska 6A `50 tb� R d im+ D -5 56" X 33" .6" R. 1.2B LINE 1 :43.22 :8 "- 6" EMOD LINE 2 : 45.69: 8" - 6" EMOD. 5 -24 RT ARROW 56" 6.39" I 43.22" 6.39" 6A `5A ,C.1,9 1011 -50 05 Chaska 0 VIP R d D-6 56" X 33" .6" R. 1.28 LINE 1 :43.22 :8"- 6" EMOD LINE 2 : 45.69 : 8' - 6" EMOO. 5 -24 LT ARROW D -2 118" X 36" .6" R. 1.28 LINE 1 1 102.28: 5 -24 LT ARROW, 8 "- 6" EM00 LINE 2 : 106.93 s 8" - 6" EM00. 5- 24 RT ARROW English j N0. DATE Rr CKK I REVISIMS as Qn y: I um CWI1V RuI MIS PLAN. RECRI011a1. i WGR w4 REINU n 0 MO - r3.O y Lake p� MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET PI an y: M,� 'K",,,° „ D., K.I:R� R RAE �I.� RR� 8441 im Trunk Highway 7 /Trunk Highway 41 107 WSB MYraapolis, MN 55428 CheCkad By: �� - Cities of Shorewood &Chanhassen SIGNING & STRIPING PLAN of e12�41.4eop 136 Approved By: CHARLES T. RICKART, P.E. AAsmim hm FAX541.1700 Minnesota . "ft. 3•26i00 KC. M0, xcaa: INFRASTRUCTURE - ENGINEERS - PLANNERS - S.P. 10011-1111 SHEETS 5" B_ 3.4" 60" 24" 3.4" 11.2" 5" 54'. l 15.88" 1 42.24" 15.881, \A'S 138 -yS0 p \e AB\ SOUTH 150 D-10 54" X 60" .6" R. 1.28 LINE 1 :42.24 :8" EMOD LINE 2 s24.00 :24 "X 24"- 10" NUM (M1758) LINE 3 :5 -24 LT ARROW 1 118 15.42"1 107.16" 15.42 "1 5A 131 1�' S&& a, 0' 4p1 "s" '.0 IAA 'lea 4p SO 100 St Bon if acious 9 46' 1161 11% 16A S61 AA1 Age 1661 619 106 961 1db1 H u t c h i n s o n 4 0 4A 164 1A1 -0- -0, 01 515 565 OF, 110 q19 yeo 106& Montevideo 108 50" 100.. l 15.26.1 11.2" 1 8" 1 70.28" 15.26 "1 r- 5.5 t 45 A11 614 .1656 } 61 X5 g \9 1696 24" Hutchinson 3.8" AAA q'SA 609 69~' 161 1615 43 11.2" Chaska 5.5" D -11 100" X 50" .6" R. 1.28 LINE 1 : 89.48: 5 -24 STRAIGHT ARROW, 8" - 6" EM00 LINE 2 s 75.22 s 5 -24 LT ARROW, 8 "- 6" EMOD D -9 5" 118" X 40" . 6" R. 1.28 3" 40" 3'• LINE 2 : 94.12 s 8" - 6" EMOD 8•. 5" 5" B_ 3.4" 60" 24" 3.4" 11.2" 5" 54'. l 15.88" 1 42.24" 15.881, \A'S 138 -yS0 p \e AB\ SOUTH 150 D-10 54" X 60" .6" R. 1.28 LINE 1 :42.24 :8" EMOD LINE 2 s24.00 :24 "X 24"- 10" NUM (M1758) LINE 3 :5 -24 LT ARROW 1 118 15.42"1 107.16" 15.42 "1 5A 131 1�' S&& a, 0' 4p1 "s" '.0 IAA 'lea 4p SO 100 St Bon if acious 9 46' 1161 11% 16A S61 AA1 Age 1661 619 106 961 1db1 H u t c h i n s o n 4 0 4A 164 1A1 -0- -0, 01 515 565 OF, 110 q19 yeo 106& Montevideo 108 50" 100.. l 15.26.1 11.2" 1 8" 1 70.28" 15.26 "1 r- 5.5 t 45 A11 614 .1656 } 61 X5 g \9 1696 24" Hutchinson 3.8" AAA q'SA 609 69~' 161 1615 43 11.2" Chaska 5.5" D -11 100" X 50" .6" R. 1.28 LINE 1 : 89.48: 5 -24 STRAIGHT ARROW, 8" - 6" EM00 LINE 2 s 75.22 s 5 -24 LT ARROW, 8 "- 6" EMOD D -9 118" X 40" . 6" R. 1.28 LINE i : 107.16 s 8" - 6" EMOO LINE 2 : 94.12 s 8" - 6" EMOD LINE 3 :96.53 :8 "- 6- English T "o. DATE ar cMC REYlslaes Design Y I NE LL KI nut nni w.. ac:I W I .. a AI as It E n a 1. N ONE" 71 IK Asia NO nut ' W p"r �[wstaae raYtssia.a uc"Ea uew nn us a na :r 350 yyrbe�gad LaM Office I I SB 8441 WrfzaW eoamy Mita:eapo * MN W4T8 ,_ ,�, Trunk Highway 7 /Trunk Highway 41 Cities of Shorewood &Chanhassen MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 108 OF Pte^ By: CneUCee By: 8:2- a41�4900 0FRASiRUCTURE - ENGINEERS _ ERS PLmN Minnesota SIGNING & STRIPING PLAN S.P. 1008 -58 S EFTS Approve BY: S T. atC"ANT. P.E. P•E• :s0et art, "S /00CNMLEFAX • 7 0 • m ul 8 v II S N STEEL WEDGE 12" POST ADAPTOR TOP VIEW - LOCKING DEVICE TRAFFIC FLOW TOP VIEW 2 POSTS SIGN WITH 2 KNEE BRACES CONCRETE ISLAND 7 1.8 m MIN f C p LANE LINES I D D p D SHOULDER 12 m I Arrows I I I aWa• 660 mm 1 THRU LANE J 305 mm K 381 an L 1524 mm M O N 1168 mm P 1372 mm ��� olis, Minneapolis, MN 55428 3.6 m OF 'D - Checked By: F�"�` (./ W✓• 3.6 { 900 m � TRAFFIC FLOW TOP VIEW 2 POSTS SIGN WITH 2 KNEE BRACES GENERAL NOTES: 1• SIGNPOST SUPPORTS WILL BE FURNISHED BY THE DEPARTMENT AND ARE AVAILABLE AT THE DISTRICT SIGN SHOP. SEE SPECIAL PROVISIONS. 2'. SEAL BOTTOM OF SIGNPOST SUPPORT WITH DUCT TAPE BEFORE INSTALLATION IN NEW CONCRETE. 3• SIGNPOST SUPPORTS SHALL BE INSTALLED PLUMB AND APPROXIMATELY "2" ABOVE THE TOP OF THE CONCRETE SURFACE. —18" DIA., ELEVATION VIEW SHLD 3 m NOTES 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 500 mm CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. FOR DIVIDED ROADWAYS. ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 4. AT SKEWED CROSSWALKS. THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. 100 mm WHITE EDGE LINE (SOLID LINE) 4 L- 15 m CYCLE 12 m MEDIAN v— 100 mm YELLOW EDGE LINE (SOLID LINE) TYPICAL 4 LANE DIVIDED ROADWAY MARKINGS SHLD 60 m OR LESS ARROW AT MIDPOINT 12 m 100 mm DOUBLE SOLID YELLOW 1.8 m MIN f C I LANE LINES I E 16 `" F SHOULDER 12 m I Arrows I I I aWa• 660 mm 1 THRU LANE J 305 mm K 381 an L 1524 mm M 2337 mm N 1168 mm P 1372 mm ��� olis, Minneapolis, MN 55428 3.6 m OF - Checked By: F�"�` (./ W✓• 3.6 { 900 m � THRU LANE �� CTR SHOULDER 81254100 II Z 136 600 mm SOLID YELLOW LINE Approved By: AT 45• (6 m SPACING) FAx511.1700 Minnesota 57ff—m N U NSTRIPED CTR 5/26/00 26082 DATE, No. xo. INFRASTRUCTURE - ENGINEERS - PLANNERS DISTANCE SHEETS STRIPED MEDIAN DETAIL GENERAL NOTES: 1• SIGNPOST SUPPORTS WILL BE FURNISHED BY THE DEPARTMENT AND ARE AVAILABLE AT THE DISTRICT SIGN SHOP. SEE SPECIAL PROVISIONS. 2'. SEAL BOTTOM OF SIGNPOST SUPPORT WITH DUCT TAPE BEFORE INSTALLATION IN NEW CONCRETE. 3• SIGNPOST SUPPORTS SHALL BE INSTALLED PLUMB AND APPROXIMATELY "2" ABOVE THE TOP OF THE CONCRETE SURFACE. —18" DIA., ELEVATION VIEW SHLD 3 m NOTES 1. PAINTED AREAS TO BE CENTERED ON CENTERLINE AND LANE LINES. 2. A MINIMUM OF 500 mm CLEAR DISTANCE SHALL BE LEFT ADJACENT TO THE CURB. IF LAST PAINTED AREA FALLS INTO THIS DISTANCE IT MUST BE OMITTED. 3. FOR DIVIDED ROADWAYS. ADJUSTMENTS IN SPACING OF THE BLOCKS SHOULD BE MADE IN THE MEDIAN SO THAT THE BLOCKS ARE MAINTAINED IN THEIR PROPER LOCATION ACROSS THE TRAVELED PORTION OF THE ROADWAY. 4. AT SKEWED CROSSWALKS. THE BLOCKS ARE TO REMAIN PARALLEL TO THE LANE LINES AS SHOWN. 100 mm WHITE EDGE LINE (SOLID LINE) 4 L- 15 m CYCLE 12 m MEDIAN v— 100 mm YELLOW EDGE LINE (SOLID LINE) TYPICAL 4 LANE DIVIDED ROADWAY MARKINGS SHLD 60 m OR LESS ARROW AT MIDPOINT 12 m TYPICAL MESSAGE PLACEMENT FOR TURN LANES E A N B CD A A I SIZE 1.8 m x 2.4 m PAVEMENT MARKING DETAILS DIMENSION TABLE 9 m — 24 m 762 mm B f C I OVER 60 m I E 16 `" F 203 mm 12 m I Arrows I I I - 2.4 m TYPICAL MESSAGE PLACEMENT FOR TURN LANES E A N B CD A A I SIZE 1.8 m x 2.4 m PAVEMENT MARKING DETAILS DIMENSION TABLE A 762 mm B 1067 mm C 610 mm D 762 mm E 940 mm F 203 mm G 991 mm H 660 mm 1 305 mm J 305 mm K 381 an L 1524 mm M 2337 mm N 1168 mm P 1372 mm rvD. DATE I BY CNK I REVISIONS '•° °1 v' °Y• RCH /J BB NERar CWHT GNAT 1HIS FINN 4ECIFICATIM a OEM VAS AWAEED m M ORDER W aarn awONlsm N� N.E W . our aEEis¢KE6 FEffESSIDMI ENEINWI DDU SJ0 y Lab, Off= MINNESOTA DEPARTMENT OF TRANSPORTATION shltEr P Ian BY: Mf Vol Or iK STATE YINffs01s 8441 Wayzab MOUSU28 A' Trunk Highway 7 / Trunk Highway 41 109 CWK / J L B � / //7 � / / ) ��� olis, Minneapolis, MN 55428 STRIPING DETAILS OF - Checked By: F�"�` (./ Cities of Shorewood & Chanhassen CTR 81254100 � SIGNING & STRIPING PLAN 136 Approved By: CHARLES T. RICKAfIT. P.E. &daaxlalea,InC FAx511.1700 Minnesota CTR 5/26/00 26082 DATE, No. xo. INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -558 SHEETS • 0 • TYPE " C" & " D'' POST r� z E E Ln 0 M z E E 0 cD Q RISER POST 2 -M8 STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. TUB POST II II 1.1 m II II II II II I� " U POST" SPLICE e u Revised 1 -16 -98 N °u LATERA BRACE STAINLESS STEEL WASHER AND NYLON WASHER (T =1 mm MIN.. I.D. =9.5 mm MAX., O.D. =22 mm MA SIGN PANEL POST M8 STAINLESS STEEL BOLT WITH NYLON INSERT LOCK NUT. " U POST" MOUNTING TYPE " C" SIGNS II lJ U U /q H 'F— /q TYPICAL TYPE "C" INSTALLATIONS 1 TYPICAL TYPE "D" INSTALLATION NOTES: 1. USE 4.45 kg /m STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN /DOT 3401. 2. FOR TYPE "D" SIGN POSTS LENGTHS AND SPACINGS, SEE SIGN DATA SHEET. 3. TYPE "D" SIGN PANELS SHALL BE BOLTED TO STRINGERS AT 610 mm MAXIMUM INTERVALS IN ' ACCORDANCE WITH TYPE "D" STRINGER AND PANEL -JOINT DETAIL (SEE STANDARD SIGNS MANUAL). 4. MOUNTING (PUNCHING CODE) FOR TYPE "C" SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. 5. ALL RISER (VERTICAL) "U POSTS" SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT LEAST 2.2 m LONG. 6. USE STAINLESS STEEL M8 BOLTS, WASHERS, AND NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. 7. STAINLESS STEEL WASHER WITH SAME DIMENSIONS SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 8. BRACING STUBS SHALL BE NO MORE THAN 100 mm ABOVE GROUND AND EMBEDDED AT LEAST 1.1 m. 9. A -FRAME BRACKET SHALL BE STEEL CONFORMING TO MN /DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN /DOT 3394. lO.COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. MN /DOT 3352.2A7. 11. 2 AND 3 POST TYPE " C" SIGNS SHALL BE REINFORCED WITH AT LEAST ONE LATERAL BRACE. INSTALLATIONS WHERE THE TOTAL PANEL HEIGHT IS 1525 mm OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROX- IMATELY AT THE QUARTER POINTS. 12. WHERE 2 OR MORE SINGLE POST SIGNS (TYPE "C" ) ARE MOUNTED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT LEAST 2 POST SECTIONS, BOLTED AT EACH POST AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN SKETCH. " C" & " D" SIGN DETAILS DESIGN A Sheet 1 of 3 S.P. 1008 -58 Sheet No. 110 of 136 Sheets • • • 10 610 mm ® ® VER1 ® ® I ( M8 STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS I I i I ( = E3RACICEII KNE 18 STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS AS CLOSE ct TO SPLICE & OUTSIDE HOLES. TWO SECTIONS BUTTED SECTION A -A LATERAL BRACE OR STRINGER SPLICE DETAIL (EXPLODED VIEW) 90 mm x 90 mm SHIM PLATE STAINLESS STEEL WASHER AND NYLON WASHER 64 mm (T =1 mm MIN.. I.D. =9.5 mm MAX.. O.D. =22 mm MAX.) 25 m SIGN PANEL r14 Im STRINGER ( I VERTICAL POST A -FRAME BRACKET (STEEL MN /DOT 3306 GALVANIZED PER MN /DOT 3394) LUJ I 0 Revised 8 -13 -97 N O —M8 STAINLESS STEEL BOLT WITH NYLON INSERT LOCK SECTION B -B loom 01 MIN � ..305 mm M8 STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED .I NEAR TOP AND BOTTOM HOLES. A KNEE BRACE SPLICE VERTICAL POST ICAL POST E BRACE STRINGER VERTICAL POST X I �1 ..,. 100 mm MAX. i 1.1 m l l I I 1.1 m LATERAL BRACE / TYPICAL " A- FRAME" INSTALLATION KNEE BRACE 26° +2° 1.1 m 1.1 mI I TYPICAL "A- FRAME" INSTALLATION MTG. HT. F..r. TYPICAL MOUNTING mm MAX. (1) OFFSET STUB POST 300 mm TOWARD ROADWAY RELATIVE TO VERTICAL POST. "C" & " D" SIGN DETAILS DESIGN A Sheet 2 of 3 • roe F.1 I L 2_ I pill I mm 'mm Immm � I 1 i I R6 -1. RI -1 & (R6 -3 OR R6 -3o) MOUNTING • 15 15 • Revision 1 -16 -98 s 0 PUNCHING FOR R6 -1 (1200x450 mm) 229 2 mm m mm � —m � � I � (W. — PUNCHING FOR R6 -1 (900x300mm) BACK TO BACK MOUNTING OF R4 -7 AND W9 -2 1220 mm I 381 mm mm mm T 915 mm 915 mm 2400 mm — Ct. PUNCHING FOR R2 -4a SPEED LIMIT S.P. 1008 -58 (WI -1. WI -2. W1 -3. W1 -4 OR WI -5) & W13 -1 MOUNTING "C" & "DII SIGN DETAILS DESIGN A Sheet 3 of 3 Sheet No. 1106 of 136 Sheets • 7 7 TYPICAL WOOD POLE AND SPAN WIRE MOUNTED TRAFFIC SIGNALS FOR MULTIPLE TRAFFIC STAGING,COIL SUFFICIENT SIGNAL CABLE TO ALLOW MOVEMENT OF SPAN WIRE MOUNTED SIGNALS HEADS.SEE TEMPORARY INTERSECTION LAYOUT FOR LOCATIONS AND MOVEMENTS OF SIGNAL HEADS. 0 a 12 mm SPAN WIRE Ln X (SUPPORT) 0 CL CL a LUMINAIRE WITH PEC AND MAST ARM (12 m MINIMUM MOUNTING HEIGHT) WOOD POLE 0.45 m MAX. BETWEEN CABLE HANGERS. LACING MAY BE USED IN LIEU OF HANGERS. (PLASTIC RSC RISER AND WEATHERHEAD HANGERS ARE NOT ACCEPTABLE, MATERIAL USED MUST BE RECOMMENDED BY MANUFACTURER FOR OUTDOOR USED E.V.P. EOUIPMENT ❑ SIGNAL CABLES IF APPLICABLE 6 mm SPAN WIRE (SEE DETAIL) (STABLIZER) 0 (AS SHOWN IN PLAN) 41 mm RSC RADAR DETECTION UNIT, (LENGTH AS REQUIRED) MODEL TC26B (MOUNTED AS DIRECTED BREAKAWAY "S" HOOKS. BY THE ENGINEER) TURNBUCKLES AND ANGLE IRON BRACKETS AS REQUIRED (SEE OVERHEAD SIGNAL BRACE DETAIL) 5.6 m MAX. RSC RISER AND WEATHERHEAD 5.0 m MIN. SIGNAL HEADS (AS SHOWN IN PLAN) FLEXIBLE SEALTITE CONDUIT AND FITTINGS WITH GROUND CONDUCTOR BETWEEN SIGNAL HEAD 3 m AND JUNCTION BOX FOR CONTINUOUS BONDED ROADWAY SURFACE GROUNDED SYSTEM. APPROX. it NOTE:ALL SPAN WIRES AND DOWN GUYS SHALL BE 1.5 m MIN OR 20 7 I SIEMANS MARTIN GRADE GALVANIZED STRAND WIRE. OF POLE LENGTH) UND WIRE AND CLAMPS NOT HIGHER THAN BOTTOM OF SIGNAL HEAD — JUNCTION BOX (IF APPLICABLE) — 21 mm RSC (IF APPLICABLE) APPROX. 55° PED PUSH BUTTON (IF APPLICABLE) : 11 mm DOWN GUY WITH METAL GUY GUARD AND EXPANDING ANCHOR E.V.P. DETECTOR WOOD POLE MOUNT (NOT TO SCALE) BAND -IT PO E.V.P. CONFIRMATORY E.V.P. DETECTOR 7 6 m MOUNT; (ABOVE R WA CO JUNCTION BC (IF APPLICAE ADJACENT T( MOUNTED SI( STEEL STRAPS I RSC RISER AND WEATHERHEAD (AS REQUIRED) )OD POLE T____� RSC AND CABLES (, TYPICAL E.V.P. DETECTOR & CONFIRMATORY LIGHT i I (AS REQUIRED) (NOT TO SCALE) 12 mm SPAN WIRE OVERHEAD SIGNAL BRACE DETAIL (SUPPORT) (NOT TO SCALE) THE ONE -WAY SPAN WIRE MOUNTING ASSEMBLY SHALL SIGNAL CABLES 0 O CONSIST OF A CABLE SUSPENSION CLAMP,A BALANCE (AS SHOWN IN PLAN) ADJUSTER,AND A WIRE ENTRANCE FITTING. a WIRE ENTRANCE FITTING SIGNAL HEAD (AS SHOWN IN PLANS) OBACKGROUND SHIELD S HOOK B mm MIN. (BREAKAWAY) 0 TURNBUCKLE (8 mm MIN. EYE BOLTS) TE: #2101 CLAMP DRAWN BY: REVISED BY: REVISED BY: AS BUILT BY: 4 6.5 mm SPAN WIRE CKD BY: TYPICAL WOOD POLE -SPAN WIRE (sTAeuzER) CKD BY: CKD BY: CKD BY: DATE: DATE: DATE- SIGNAL SYSTEM DETAILS SYSTEM I.D.: 20132 TETHER CLAMP METER ADDRESS: 23590 STATE HWY 7 — ALUMINUM ANGLE IRON ALUMINUM ANGLE IRON (40 mm X 40 mm X 6.5 mm X 360 mm) STATE AID PROJECT ATTACHED TO SIGNAL HEAD WITH SIGNAL TETHER CLAMP NOTE: TETHER CLAMP SHALL BE TEECO 71340 OR EQUIVALENT CERTIFIED BY �/ /�y� REG.NOf'�" DATE �L BACKGROUND SHIELD PROF SIO AL ENGINeW STATE PROD. N0. 1008 -58 (T.H. 7 ) SHEET NO. 111 OF 136 SHEETS • • • CAPPED ROOF /— WINDOW FOR PHOTOELECTRIC C01 METER VIEWING WD HINGED METER COMI WITH OVER CENTER i— SCREENED VENT OP FULL DEPTH STEEL BARRIER BETWEEN PRIMARY AND SECOI `— HINGED CIRCUIT BR COMPARTMENT DOOF --STANDARD POLICE I WITH SWING DOWN f STAINLESS STEEL F ANGLE IRON BASE F `— BASE GASKET WITH 15 mm GAP FOR DRAINAGE FRONT ELEVATION PHOTOCELL SIGNAL SYSTEM LUMINAIRES SERVICE CABINET DETAILS 200 AMP METER SOCKET —� (METER BY OTHERS) 130 mm DEEP STEEL BARRIER LUMINAIRE TEST SWITCH LOAD CENTER J CIRCUIT BREAKERS 1-10OA/2P (MAIN) 1- 6OA /1P (SIGNAL) 305 mm CABLE NO. 120/240V NOTES SINGLE PHASE WINDOWS FOR 3 WIRE 8. N L1 L2 PHOTOELECTRIC. 3 b I CONTROL METER SOCKET - 200 AMP I i n PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC ENCLOSED 3/C#12 _ reTra I PHOTOELECTRIC 5 TERMINAL RINGLESS L _ I�� CONTROL � —/ 3. (SEE NOTE) E MECHANICAL BYPASS E ° i PHOTOELECTRIC CONTROL LENS SHALL BE ORIENTED TO ELIMINATE PHOTOELECTRIC e II CONTROL CABLE -METER BY OTHERS- d SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING ENCLOSED WITHIN CONTROL LENS SHALL NORMALLY FACE NORTH AND EAST. y� GREENFIELD OA ATTACH DEAOFRONT WITH THREE 5- 15A /1P (LUMINAIRES) (AS NEEDED) SCREWS, ONE OF WHICH SHALL BE 1- 15A /1P "(PHOTOELECTRIC CONTROL CELL) A SEALING SCREW FRONT ELEVATION RIGHT SIDE ELEVATION FEED POINT WIRING DIAGRAM LUMINAIRE CONTROL POWER TEST BY -PASS TOGGLE SWITCH IT_ 0 'ST 2 — 4 3 GROUND II ROD Q—R— - -- - - - - -- WH - - -1 6 - - - -- BLK —I __ _____ WH WH A — - -- R WH - - — BlK— ) I I BLK� 4 Q I - R - - - - j MAIN SERVICE CABLE NO. 120/240V NOTES SINGLE PHASE 1. 3 WIRE 8. N L1 L2 SIGNAL SERVICE 3 b b b 1/C #_ METER SOCKET - 200 AMP I ALL HINGES, HINGE PINS, AND LOCKS SHALL BE CABLE PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC 6 3/C#12 FROM CONTROL. 5 TERMINAL RINGLESS POWER � CO. I /C #_ CABLE CABINET BASE DETAILS 465 mm 405 mm _ 355 mm ANGLE IRON E E E Ln Lnn O i M a CL BASE FRAME WITH OPEN BOTTOM 22 mm DIA. MTG. HOLE (4) —J FOR 19 mm DIA.X 455 mm LONG ANCHOR ROD (MN /DOT 3385 - TYPE A) GALVANIZED FULL LENGTH WITH WASHER AND NUT BASE LAYOUT CAPPE41"�, ROOF 355 mm 30 FULL J DEPTH STEEL BARRIER WINDOWS FOR PHOTOELECTRIC CONTROL ENCLOSED PHOTOELECTRIC CONTROL j METER COMPARTMENT \ DOOR �1 mm f_ COVER FOR CIRCUIT © SIDE OF CABINET IS BREAKER ACCESS 150 mm (ALLOW FOR 25 mm OVERLAP) TOP ELEVATION 1 _ WH BLK� 3 UNMETERED _ — CONTACTOR C ` -1 - -L— J —� 30A/4P QI I CIRCUIT BREAKERS 5 I I — --- - WH — — — IGA I L------------- - - - - -- SIGNAL SERVICE 60A /1P (METERED POWER) FIELD WIRING DIAGRAM CABLE NUMBERS CABLE NO. CONSTRUCTION NOTES 1 1. THE SERVICE CABINET SHALL BE FABRICATED FROM FORMED 8. SHORT CIRCUIT RATING - 10,000 AIC SYMMETRICAL. SIGNAL SERVICE 3 AND WELDED NO.12 GAUGE COLD ROLLED STEEL. LUMINAIRE - 1 4 METER SOCKET - 200 AMP 2• ALL HINGES, HINGE PINS, AND LOCKS SHALL BE 9. PROVIDE CLEARANCE TO INSTALL OR REMOVE PHOTOELECTRIC 6 3/C#12 OF NON- CORRODING MATERIALS. CONTROL. 5 TERMINAL RINGLESS SOCKET WITH 3. THE SERVICE CABINET DOORS SHALL BE ATTACHED MECHANICAL BYPASS TO THE ENCLOSURE WITH NON- CORRODING TYPE TAMPERPROOF 10. PHOTOELECTRIC CONTROL LENS SHALL BE ORIENTED TO ELIMINATE CARRIAGE BOLTS. THE METER COMPARTMENT DOOR SHALL BE INTERFERENCE BY MANMADE LIGHT SOURCES, PHOTOELECTRIC -METER BY OTHERS- SECURED WITH AN OVER CENTER DRAW LATCH AND DUAL LOCKING CONTROL LENS SHALL NORMALLY FACE NORTH AND EAST. FIXTURE WITH LOCK. THE CIRCUIT BREAKER COMPARTMENT DOOR SHALL BE SECURED WITH A STANDARD POLICE LOCK EQUIPPED WITH 11. ALL CONDUIT ENTERING FOUNDATION SHALL BE SEALED A SWING DOWN PLATE WITH TWO (2) KEYS. WITH AN APPROVED DUCT SEALER. MAIN 4. BOTH DOOR OPENINGS SHALL BE SEALED WITH NEOPRENE 100A/2P GASKETS TO FORM A COMPLETE SEAL WITH THE ENCLOSURE. 12. THE SERVICE CABINET SHALL BE U.L. LISTED AND APPROVED FOR ISCONNECT USE AS OUTDOOR WEATHER PROOF SERVICE ENTRANCE EQUIPMENT. 5. THE VIEWING AND PHOTOELECTRIC CONTROL WINDOWS SHALL BE CLEAR LEXAN MATERIAL - 180 mm X 180 mm MINIMUM FOR VIEWING 13. THE SERVICE CABINET SHALL BE WELDED TO THE BASE WINDOW AND 100 mm X 100 mm FOR PHOTOELECTRIC CONTROL IN ACCORDANCE WITH U.L. STANDARDS. CELL WINDOW. 15A/1P 14. SEE INTERSECTION LAYOUT FOR REQUIRED G. THE SERVICE CABINET SHALL BE PROTECTED INSIDE AND NUMBER OF LUMINAIRES AT EACH INTERSECTION. 15A /1P OUTSIDE WITH A RUST INHIBITING RED IRON OXIDE ENAMEL LUMINAIRE PRIMER AND FINISHED WITH AN OVEN BAKED ENAMEL (SILVER). UNMETERED 15A /IP ATRF 7. CIRCUIT BREAKERS SHALL BE 120/240 VOLT AC, 60 Hz, AND UNMETERED SHALL BE CLEARLY MARKED WITH THE "ON" AND "OFF" POSITIONS 15A /1P AND IDENTIFIED WITH THE LOAD WHICH IT IS CARRYING M NAIR (E.G. "SIGNALS" OR "LIGHTING ") . ALL CIRCUIT BREAKERS SHALL UNMETERED BE CLEARLY MARKED IN A MANNER THAT WILL NOT DETERIORATE 15A/1P WITH MOISTURE OR AGE. 1 _ WH BLK� 3 UNMETERED _ — CONTACTOR C ` -1 - -L— J —� 30A/4P QI I CIRCUIT BREAKERS 5 I I — --- - WH — — — IGA I L------------- - - - - -- SIGNAL SERVICE 60A /1P (METERED POWER) FIELD WIRING DIAGRAM CABLE NUMBERS CABLE NO. CABLE USE 1 3 -1 /C#2 INPUT POWER 2 2 -1 /C#6 SIGNAL SERVICE 3 3/C#12 LUMINAIRE - 1 4 3/C #12 LUMINAIRE - 2 5 3/C#12 LUMINAIRE - 3 6 3/C#12 LUMINAIRE - 4 TE: #2101 DRAWN BY: REVISED BY: REVISED BY: AS BUILT BY: SIGNAL SERVICE CABINET DETAILS FOR CHECKED: CHECKED: CHECKED: CHECKED: TRAFFIC CONTROL SIGNAL - SYSTEM DATE: DATE: DATE: DATE: SYSTEM I.D.: 20132 METER ADDRESS: 23590 STATE HWY 7 Of STATE AID PROJECT: x CERTIFIED BY ^ REG. NO. ZX , _ 8 2' DATE RO SSIONAL GIIdEER STATE PROJ° NO. 1008 -58 (TA 7) SHEET NO. 112 OF 136 SHEETS TYPICAL PAD WITH CONTROLLER CABINET AND SERVICE CABINET SEE INTERSECTION LAYOUT FOR CABLE INFORMATION (NOT TO SCALE) • 53 mm RSC FOR PLAN VIEW INTERCONNECT STUBBED OUT • 303 mm RSC TO HH.1 SEE INTERSECTION LAYOUT SIGNAL SERVICE CABINET 0.5 m CONCRETE PAD (SEE DETAIL) 11 TB mm RSC STUBBED OUT (TH4ADEO AND CAPPED BOTH ENOS) ANGLE IRON BASE FRAME 53 mm RSC �a 53 mm RSC AND SIGNAL CABOINEROLLER LUMINAIRE CABLES TO HH 14 GR.RD. i PREFORMED JOINT FILLER 53 mm RSC AND SIGNAL SERVICE CABLES TO SOP 103 mm RSC TO HH.14 SEE INTERSECTION LAYOUT 100 mm CONCRETE WALK FRONT VIEW 2 m SERVICE CABINET SIGNAL CONTROLLER CABINET GROUND LINE v : v v.' v L_ J) :..v:1111' I 1 I1 ll..o 0.5 m CONCRETE PAD GROUND ROD (16 mm DIA X 4.6 m LONG) SIDE VIEW I 1 m 1 m 3( SIGNAL 100 mm CONTROLLER MIN. CABINET 0.5 m CONCRETE PAD NOTES: I. THE ANCHOR RODS, NUTS AND WASHERS FOR THE CONTROLLER CABINET SHALL BE FURNISHED BY MNDOT. 2. THE UPPER PART OF THE EQUIPMENT PAD SHALL BE BEVELLED OR CHAMFERRED IN A NEAT MANNER AS DIRECTED BY THE ENGINEER. 3. THE TOP OF THE CONDUITS SHALL BE THREADED AND CAPPED AFTER INSTALLATION (UNTIL CABLES ARE INSTALLED). 4. CONDUIT SHALL PROJECT A MINIMUM OF 50 mm ABOVE THE CONCRETE AND SHALL BE LOCATED INSIDE THE CABINET WHERE DIRECTED BY THE ENGINEER, BUT SHALL NOT INTERFERE WITH THE CABINET FUNCTIONS (SUPPORTING MEMBERS, ETC.). 5. CONCRETE MIX 3A32 OR EQUAL SHALL BE USED FOR THE EQUIPMENT PAD AND SIDEWALK. 6. CONDUITS WITH BOTH ENDS TERMINATING WITHIN THE PAD SHALL NOT BE INSTALLED BELOW THE CONCRETE. 7. THE EXACT LOCATION OF CONDUITS WITHIN THE PAD SHALL BE DETERMINED BY THE ENGINEER IN THE FIELD. TE: #2101 DRAWN BY: REVISED BY: REVISED BY: AS BUILT BY: EQUIPMENT PAD LAYOUT CHECKED: CHECKED: CHECKED: CHECKED: IDATEi DATE: DATE: SYSTEM I.O.: 20132 METER ADDRESS: 23590 STATE HWY 7 STATE AID PROJECT _ CERTIFIED BY REG.NO. DATE L PROPEMONAL ENGINEER STATE PROJ. NO. 1008 -58 (T,H. 7) SHEET NO. 113 OF 136 SHEETS • • TYPICAL NMC LOOP DETECTOR LAYOUT 1.7 m X 4.6 m NMC LOOP DETECTOR (CENTERED IN THE LANE) 1.7 m x 1.7 m NMC LOOP DETECTOR (CENTERED IN 1.7 m x 1.7 m NMC LOOP DETECTOR (CENTERED IN CONDUITS WI' SAME TRENCH TRAFFIC LANE 3 FLOW TRAFFIC LANE 2 FLOW TRAFFIC LANE 1 FLOW SHOULDER NOTES; 1. SEE SPECIAL PROVISIONS FOR REQUIRED LOOP DETECTOR CONDUCTORS AND SPLICE KITS. 2. THE 21 mm NON- METALLIC CONDUIT (NMC) AND FITTINGS SHALL BE SCHEDULE 40 HEAVY WALL RIGID POLYVINYL CHLORIDE (PVC). SEE SPEC. 3803. 3. THREE CORNERS OF EACH LOOP DETECTOR SHALL BE A 90* FACTORY ELBOW (150 mm RADIUS). THE FOURTH SHALL BE A NMC TEE CONDULET. 4. APPROVED PVC PRIMER AND CEMENT SHALL BE USED FOR THE PVC JOINTS. S. ALL SLACK MUST BE REMOVED FROM LOOP DETECTOR CONDUCTORS WITHIN THE NMC. 6. THE LOOP DETECTOR ROADWAY CONDUCTORS (1 /C#14)SHALL BE TWISTED NINE TURNS PER METER FROM THE NMC TEE CONDULET TO THE HANDHOLE. 7. ATTACH A FERROUS METAL ITEM TO THE INTERIOR OF THE TEE CONDULET COVER. S. EACH LOOP DETECTOR CONDUIT TO THE HANDHOLE SHALL BE SLOPED TOWARDS THE HANDHOLE. 9. LOOP DETECTOR CONDUITS TO THE HANDHOLE MAY BE PLACED WITHIN THE SAME TRENCH. 10. THE LOOP DETECTOR ROADWAY CONDUCTORS SHALL END IN THE HANDHOLE. 11. NO SPLICES ALLOWED IN CONDUIT TO TEE CONDUIT. 12. THE LOOP DETECTOR ROADWAY CONDUCTORS AND THE LOOP DETECTOR LEAD -IN CABLE CONDUCTORS SHALL BE PROPERLY PREPARED AND CLEANED BEFORE SPLICING. 13. SPLICE KITS SHALL BE INSTALLED IN HANDHOLES IN SUCH A MANNER AS TO ENSURE THAT EACH SPLICE KIT IS SUSPENDED AND/ OR SECURED NEAR THE TOP OF THE HANDHOLE TO THE SATISFACTION OF THE ENGINEER. (PLACING SPLICE KITS ON TOP OF THE ELECTRICAL CABLES AND CONDUCTORS IS NOT ACCEPTABLE. 14. TYPICAL SIZE OF LOOP DETECTORS ARE 1.7 m x 1.7 m, 1.7 m x 3.0 m, 1.7 m x 4.6 m AND 1.7 m x 6.1 m. REFER TO INTERSECTION LAYOUT FOR SPECIFIC LOOP DETECTORS TO BE PLACED. 15. ALL LOOP DETECTORS SHALL HAVE 4 TURNS OF CONDUCTORS. 3 SEPARATE CONDUITS---- ENTERING HANDHOLE xw HANDHOLE _"CONDUIT AND CABLES TO CONTROLLER AS REQUIRED IN PLAN TYPICAL NMC LOOP DETECTOR DETAIL- (1.7 m X 4.6 m LOOP) 4.27 m a 90'FACTORY ELBOW 0 (TYPICAL 1.43 m 1.52 m � TOIL OP DIMENSION VARIES ACCORDING TEE H ACCESS TZs,= (WITH ACCESS ORIENTED TO TOPI COUPLING � 21 mm NMC SHALL BE CONTINUOUS FROM TEE TO (TYPICAL) INSIDE OF HANDHOLE (LENGTH AS REQUIRED) 4.37 m BELL END HANDHOLE MINIMUM 1.8 m OF CONDUCTOR IN HANDHOLE. SEE SPECIAL PROVISIONS FOR SPLICE TO LOOP DETECTOR LEAD IN CABLE IN HAND HOLE. TYPICAL NMC LOOP DETECTOR INSTALLATION NEW BITUMINOUS OR CONCRETE PAVEMENT TOP OF PAVEMENT TRAFFIC LANE L-150 mm MINIMUM 200 mm MAXIMUM (BOTTOM OF CONDUIT) BOTTOM OF PAVEMENT (DEPTH VARIES) GUTTER OR SHOULDER TO HANDHOLE- CONTINUOUS NMC CONDUIT TEE CONDULET TO HANDHOLE 1.7 m x 1.7 m NMC LOOP DETECTOR CENTERED IN DRIVING LANE OVARIABLE DEPTH- MAINTAIN DRAINAGE TO HANDHOLE INPLACE BITUMINOUS PAVEMENT TRAFFIC LANE TRENCH TRENCH GUTTER OR TOP OF PAVEMENT 50 mm MIN HOULDER 0 mm MIN 75 mm MAX m � r- 75 mm MAX L I TO HANDHOLE - 150 mm (BOTTOM OF \\--TEE CONDULET TRENCH OR AS DIRECTED BY THE ENGINEER) CONTINUOUS NMC CONDUIT 1.7 m X 1.7 m NMC LOOP DETECTOR TO HANDHOLE CENTERED IN DRIVING LANE NOTES: 1. USE THE ACTUAL LOOP DETECTOR TO BE PLACED FOR MARKING THE PAVEMENT FOR MILLING LOCATION. 2. MILL PAST THE CENTER OF THE CONDUIT TO BE PLACED. 3. ACHIEVE A MINIMUM 50 mm VERTICAL EDGE ON ALL CUTS. 4. AN AIR COMPRESSOR UNIT (50 HP) IS REQUIRED FOR REMOVING ALL LOOSE MATERIAL FROM TRENCH PRIOR TO TACK COAT APPLICATION. 5. APPLY A TACK COAT AT A UNIFORM RATE TO THE BOTTOM AND EDGES OF THE MILLED AREA USE A EMULSIFIED ASPHALT PER SPEC. 2357.2A 6. USE MIXTURE TYPE 41 WEARING COURSE (TYPE 41WEA50055) TO BACKFILL THE TRENCH. OTHER WEARING COURSE MIXTURE TYPES ARE ALLOWED WHEN APPROVED BY ENGINEER. (AGGREGATE SIZE "A" IS REQUIRED). 7. THE USE OF PETROLEUM DISTILLATES AS AN ANTI- ADHESIVE AGENT IS NOT ALLOWED. REFER TO MN /DOT TECH. MEMO NO.94- 16-MRE-05 DATED 3/10/94 FOR ADDITIONAL INFORMATION. 8. COMPACTION SHALL BE OBTAINED BY THE ORDINARY COMPACTION METHOD.BACKFILL THE TRENCH WITH A MINIMUM OF TWO LIFTS AND COMPACT EACH LIFT. BEFORE COMPACTING THE FIRST LIFT ENSURE THAT THERE IS ADEQUATE MIXTURE ON EACH SIDE AND ABOVE THE CONDUIT SO THAT THE CONDUIT IS NOT DAMAGED DURING COMPACTION OPERATIONS. 9. THE COMPACTED MIXTURE IN THE TRENCH SHOULD BE LEFT 6 mm TO 12 mm ABOVE THE ADJACENT PAVEMENT SURFACE TO PROVIDE FOR ADDITIONAL COMPACTION BY TRAFFIC. 10. APPLY A BITUMINOUS FOG SEAL ON THE NEWLY COMPACTED MIXTURE TO PROVIDE AN ADDITIONAL SURFACE SEAL (EMULSIFIED ASPHALT 2355.2A).DRY SAND SHALL BE SPREAD ON THE FOG SEAL TO PREVENT MATERIAL PICKUP AND TRACKING. TE: #2101 DRAWN BY: REVISED BY: REVISED BY: AS BUILT BY: NAME PREFORMED NON- METALLIC CONDUIT (NMC) CHECKED: CHECKED: CHECKED: CHECKED: LOOP DETECTOR. DETAILS DATE: DATE: DATE: DATE: SYSTEM I.D.: 20132 FOR TRAFFIC CONTROL SIGNAL SYSTEM METER ADDRESS: 23590 STATE HWY 7 STATE AID PROJECT: �1 �y CERTIFIED BY REG. NO L SOW Z DATE � co PWFFMONAL ENG ER STATE PROJ. NO. 1008 -58 (T.H. 7) SHEET NO. 114 OF 136 SHEETS H�l 6Lm'-an WEST ` DS -1 (SIGNAL) DS -3 (SIGNAL) f�SourH`l L_:t7JJ EAST \ STANDARD PLATES THESE STANDARD PLATES AS APPROVED 8Y FHWA SHALL APPLY: PLATE NO. DESCRIPTION M 8110 0 TRAFFIC SIGNAL BRACKETING - POLE MOUNTED M 8111 C TRAFFIC SIGNAL BRACKETING - PEDESTAL MOUNTED �t M 8112 C PEDESTAL FOUNDATION 8113 C MAGNETIC VEHICLE DETECTOR INSTALLATION s M 8114 A PVC HANDHOLE / PULL BOX 1If M 8115 D PEDESTRIAN PUSH BUTTON INSTALLATION * M 8118 C SERVICE EOUIPMENT AND POLE -* M 8119 C GROUND MOUNTED CABINET FOUNDATION M 8120 K POLE FOUNDATION (PA85) * M 8121 D TRANSFORMER BASE WITH POLE BASE �* M 8122 C PEDESTAL AND PEDESTAL BASE * M 8123 D POLE AND MAST ARM 4f M 8124 E SIGNAL HEAD MOUNTS �* M 8126 F POLE FOUNDATION (PAIOOM) 3124 8 METAL APRON CONNECTION 3221 C CORRUGATED STEEL PIPE COUPLING BAND SPARE STREET LIGHT GRN GR. R. GREEN GROUND ROD STA STATION GRTA GREEN RIGHT TURN ARROW SW SWO J DS -2 (SIGNAL) DS4 (SIGNAL) x 0 0� OS -3 DS -2 © O TH 7 DS -1 O TH 41 TYPE "D" SIGNS SIGN PANEL SIZE (IN.) N0. RED. NO. OF POSTS PER SIGN POST SPACING (IN.) AREA /SIGN (SO. FT.) LOCATION a D MAST ARM POLE D -1 REINSTALL EXISTING SIGNS ON NEW MAST ARM EQUIPMENT GROUND 2.2 4 D-2 RE-INSTALL EXISTING SIGNS ON NEW MAST ARM RLTA 3.1 1 D -3 RE- INSTALL EXISTING SIGNS ON NEW MAST ARM RED RIGHT TURN ARROW 2.2 2 D -4 RE- INSTALL EXISTING SIGNS ON NEW MAST ARM G 2.2 5 NOTES: 1) RE- INSTALLING EXISTING SIGNS SHALL BE INCIDENTAL TO THE SIGNAL SYSTEM. II MAST ARM SIGN LOCATION ABBREVIATIONS 3 -1(EG) SIGNAL HEAD PHASE "3" - NO. "1" P1 -(EG) PEDESTRIAN INDICATION PHASE "2 "- N0. "1" BR. GR. BARE GROUND PS PUSH BUTTON CH. SW. CHECK SWITCH PB -2(EG) PUSH BUTTON PHASE "2 "-NO. "1" CLR CLEAR PEC PHOTOELECTRIC CELL 02 -1(EG) DETECTOR PHASE "2" - NO. "1" PED PEDRESTIAN OWK DON'T WALK R RED EOG EQUIPMENT GROUND R&S REMOVE AND SALVAGE EVP EMERGENCY VEHICLE PRE-EMPTION RLTA RED LEFT TURN ARROW F&I FURNISH AND INSTALL RRTA RED RIGHT TURN ARROW FL FLASH /FLASHING RSC RIGID STEEL CONDUIT G GREEN SOP SOURCE OF POWER GLTA GREEN LEFT TURN ARROW SPR ST. LHT. SPARE STREET LIGHT GRN GR. R. GREEN GROUND ROD STA STATION GRTA GREEN RIGHT TURN ARROW SW SWO SWITCH SWITCHED GTHA GREEN THRU ARROW TOW TELEPHONE DROP WIRE HH HANOHOLE WALK HPS HIGH PRESSURE SODIUM YEL JB JUNCTION BOX YLTA YELLOW LEFT TURN ARROW LUM LUMINAIRE YRTA YELLOW RIGHT TURN ARROW NEU NEUTRAL YTHA YELLOW THRU ARROW NMC NONMETALLIC CONDUIT SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 * - APPLIES TO THIS PROJECT T. E. #2101 ATTENTION: THIS IS AN ENGLISH PLAN SHEET. N0. DATE By CHM REV 151DNS Design y: RCH /J BB 1 NFIE1r RRfIfT MAT iN IS RAN. SPECIFICATION IfIpT1aF 01 RfPQT SAS RKPRiO xr U Ix10FA Kr DaEn nrnmisio Re NAT i w A aar wEns>EAm Pxvfulaw E xlxfat u0cx INE IREC OF 4 541E YIWT 1 G�''`, / 350 V1"twood Lake Office 8441 vuayzem Boulevard Minneapolis, MN 55428 812LN�800 &Ass"' ",JRe FAX 541 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS �- Trunk I3ighway 7 / Trunk I3ighway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 115 of 1 36 SHEETS P tlf1 BY: C WK / J L 8 CheCketl By: CTR SIGNAL DETAILS Cities of Shorewood & Chanhassen SIGNAL PLAN Minnesota S.P. 1008 -58 CHARLES T. RICKART. P.E. 7it2 /00 26082 DArcf xcK. xm APDrovetl BY: CTR • • 0 • m 0 u 0 °o N MICROWAVE DETECTORS NUMBER LOCATION TYPE 01 -1 ( STOPLINE LUMINAIRE AND MAST ARM (25OW HPS) D1– ( ) ST02LINE 4- 5 /C#12 02-1 (B) 122 m NIr 5-1 (B STOPLINE 4( ( ) STOPLINE CONDUIT TO HH 1 D6 -1 ( ) 122 m \ D4 -1 (A) O 1- 12/C#12 4 - ( ) ITAP, N iK –1 (A) 2- 3/C #12 (LUM) 8– (B) (B)l STOPLINE I K OINSTALL 15.2 m WOOD POLE 78 mm RISER WITH WEATHERHEAD AND 2 –DOWN GUYS, GUARDS AND ANCHORS CONDUIT TO HH 2 2 –TYPE 10A WOOD POLE MOUNTED AT O'AND 270' 12 mm SPANWIRE LUMINAIRE AND MAST ARM (25OW HPS) 1- 12/C #12 METAL JUNCTION BOX WITH TERMINAL BLOCK 4- 5 /C#12 53 mm RISER AND CONDUIT BELOW JUNCTION 1- 3/C #12 (LUM) BOX TO HH 1 4- 4/C #18 1- 12/C#12 ABOVE SPAN WIRE 78 mm RISER WITH WEATHERHEAD AND 1- 3 /C#12 (LUM) CONDUIT TO HH 1 © S.O.P. INPLACE WOOD POLE 1- 12/C#12 \ 4- 5/C #12 12 mm SPANWIRE 2- 3/C#12 (LUM) 1- 4/Ctt18 O Q W 12 mm SPANWIRE 1- 4/C #18 CONTROLLER PHASING 04 i .— 06 BI — rte-- ( I . H. 7 Bs —� 02 --► i 08' T.H. 41 12 mm SPANWIRE -� 2- 12/C #12 1- 5 /C#12 2- 3/C #12 (LUM) 5- 4/C#18 12 mm SPANWIRE 2- 12/C #12 t- 5 /C#12 2- 3/C#12 (LUk4 ------1-4/C #18' O m WOOD O NSTAL GAUROS ANDEANCHORS ` 2 -TYPE 10A WOOD POLE MOUNTED AT O'AND 270' LUMINAIRE AND MAST ARM (25OW HPS) METAL JUNCTION BOX WITH TERMINAL BLOCK 53 TIm RSC RISER AND WEATHERHEAD ABOVE JUNCTION BOX 1- 12/C #12 27 mm RSC RISER WITH WEATHERHEAD ABOVE SPAN WIRE 1- 3/C #12 (LUM) 12 mm SPANWIRE 1- 12/C #12 1- 5/C #12 1- 3/C #12 (LUM) 2- 4/C #18 Om 5m 10m 20m D4 -1 O INSTALL 15.2 m WOOD POLE 2 -DOWN GUYS. GUARDS AND ANCHORS 2 -TYPE 10A WOOD POLE MOUNTED AT O'AND 270' LUMINAIRE AND MAST ARM (250W HPS) ADDITIONAL D AN METAL JUNCTION BOX WITH TERMINAL BLOCK ., t2 m 5 /C#1 CABLE 53 mm RSC RISER AND WEATHERHEAD (SEE DETAILS) 'ABOVE JUNCTION BOX 27 mm RSC RISER WITH WEATHERHEAD .w 12 am SPANWIRE ,{ ABOVE SPAN WIRE - 1- 12/C #12 '1'- 3/C #12 (LUM1 3- 5/C #12 D4 -2• *� 3-4/C#18 (LUM) INDICATIONS SIGNAL HEAD 78 mm RISER WITH WEATHERHEAD AND NOTES: CONDUIT TO HH 2 AN ONECT aPPER1ISIM w THAT I 0 A our FEKISTKan PIKIFUSlaat ENCINO aaIK THE UN 6 THE STATE a UIWES07A 2- 12/C #12 (A) POLE MOUNTED 4- 5 /C#t2 (B) SPAN WIRE MOUNTED 5- 4/C #18 TYPE * MICROWAVE UNIT TC268 2- 3/C#12 (LUM) TYPE SONIC OET. UNIT TC30 27 mm RISER WITH WEATHERHEAD ABOVE SPAN WIRE OEQUIPMENT PAD (SEE DETAIL SHEET) 1- 3 /C#12 (LUM) CONTROLLER AND CABINET (SEE DETAIL SHEET) SERVICE CABINET (SEE DETAIL SHEET) © S.O.P. INPLACE WOOD POLE CONTROLLER CABINET TO Q 53 mm RSC RISER WITH WEATHERHEAD 78 mm RSC TO HH 1 AND CONDUIT TO HH 3 1- 12/C#12 3 -1/C#2 4- 5/C#12 5- 4/C #18 2- 3/C #12 (LUM) 78 mm RSC TO HH 2 2- 12/C #12 4- 5 /C#12 ___ 5-4/C#18 2- 3/C #12 (LUM) 53 mm RSC TO SERVICE CAB [NET.. -- - ---- -` --. 2 -1 /C#6 1 –i /C#6 BR. GR. 12 mm SPANWIRE 4- 3/C #12 (LUM) 2- 12/C #12 SERVICE CABINET TO HH 3 4- 5 /C$tl2 53 mm RSC 2- 3/C #12 (LUM) 3 -1 /C#2 I 5- 4/C #18 Q W 12 mm SPANWIRE 1- 4/C #18 CONTROLLER PHASING 04 i .— 06 BI — rte-- ( I . H. 7 Bs —� 02 --► i 08' T.H. 41 12 mm SPANWIRE -� 2- 12/C #12 1- 5 /C#12 2- 3/C #12 (LUM) 5- 4/C#18 12 mm SPANWIRE 2- 12/C #12 t- 5 /C#12 2- 3/C#12 (LUk4 ------1-4/C #18' O m WOOD O NSTAL GAUROS ANDEANCHORS ` 2 -TYPE 10A WOOD POLE MOUNTED AT O'AND 270' LUMINAIRE AND MAST ARM (25OW HPS) METAL JUNCTION BOX WITH TERMINAL BLOCK 53 TIm RSC RISER AND WEATHERHEAD ABOVE JUNCTION BOX 1- 12/C #12 27 mm RSC RISER WITH WEATHERHEAD ABOVE SPAN WIRE 1- 3/C #12 (LUM) 12 mm SPANWIRE 1- 12/C #12 1- 5/C #12 1- 3/C #12 (LUM) 2- 4/C #18 Om 5m 10m 20m D4 -1 O INSTALL 15.2 m WOOD POLE 2 -DOWN GUYS. GUARDS AND ANCHORS 2 -TYPE 10A WOOD POLE MOUNTED AT O'AND 270' LUMINAIRE AND MAST ARM (250W HPS) ADDITIONAL D AN METAL JUNCTION BOX WITH TERMINAL BLOCK ., t2 m 5 /C#1 CABLE 53 mm RSC RISER AND WEATHERHEAD (SEE DETAILS) 'ABOVE JUNCTION BOX 27 mm RSC RISER WITH WEATHERHEAD .w 12 am SPANWIRE ,{ ABOVE SPAN WIRE - 1- 12/C #12 '1'- 3/C #12 (LUM1 3- 5/C #12 D4 -2• *� 3-4/C#18 (LUM) INDICATIONS SIGNAL HEAD ®© $5Q 1AieeLYY00d Lake OITIOD ©O®®® AN ONECT aPPER1ISIM w THAT I 0 A our FEKISTKan PIKIFUSlaat ENCINO aaIK THE UN 6 THE STATE a UIWES07A hfirImpolis.MN 55428 ��� 8441 tAlaY2a(8 BOIAeVeK) 612541 -4800 CWK /JLB y...M k ASsoczaAm I= FAX 041 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS CHARLES T. R[CKART. P.E. (1110 TiTZioO N[c.N4, 26082 Y'. ®000��e �000��s HHI I ' ........... i 9.0 m WOOD POLE // HH2 ��' "' 12 mm SPANWIRE MICROWAVE DETECTOR HH3. �\ 1- 4/C #18 7 MODEL L #18268 't \ 8 B Q - _ __.__ _. _-- -._ .. -._-- - ; - WIRE t 2 mm SPAN ••, 3 5/C#12 ;�.L2 ,. 2 8-t 2- 4/Ctt18 6-2 COIL AN ADDITIONAL 12 mSIGNAL CABLE __.... - 6 -3 (SEE DETAILS) _._._.. ..___._—..__._..—.__— ..... ---. ._.__.._.____.__u- ..._..._------ D1 -2 01_i .... .. -_..__ ..._.. _. - - -_- __._..___._.._ .. - -- W Z i 12 mm SPANWIRE _ — _.. - -._.._ ''r/ 3- 5/C #12 T.H. 7 (50 MPH) OS -2 12 mm SPANWIRE - -- 1- 12/C #12 - - - - - -- -- 1-3/C#12 (LUM) ' OIL AN __ ... ___........._..._... _-- ....... .......... _.__. .._......____ ... _ ....... _.._..— ADDITION, 4L __- _ -•_ -- 12 m 5/C#12 CABLE L5 E DETAILS) I� I i 2 -1u O / OINSTALL 15.2 m WOOD POLE 2-DOWN GUYS. GUARDS. AND ANCHORS LUMINAIRE AND MAST ARM (250IN k(P$) 2 -TYPE IDA WOOD POLE MOUNTED �AT'Q'AND 270' METAL JUNCTION BOX WITH TERMINAL: BLOCK 53 mm RSC RISER AND WEATHERHEAD ABOVE JUNCTION BOX ; 1- 12/C#12 ,� 27 mm RSC RISER WITH`WEATHERHEAD — 12 mm SPANWIRE ABOVE SPAN WIRE 1- 4 /C#18 1- 3/C #12 (LUM) NOTES: 1) SEE SPECIAL PROVISIONS FOR MN/OOT FURNISHED MATERIALS. 2) EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. 31 LOCATIONS OF POLES. PAD. HANDHOLES AND SONIC AND MICROWAVE LOOP DETECTORS SHALL BE DETERMINED BY THE MNDOT TRAFFIC OFFICE. 41 SALVAGE EXISTING SIGNAL SYSTEM (SEE SPECIAL PROVISIONS). SEE SHEETS 1180 d 118E FOR EXISTING SIGNAL SYSTEM PLAN SHEETS (THESE SHEETS ARE FOR INFORMATION ONLY). 51 FOR SERVICE CABINET AND PAD DETAILS SEE DETAIL SHEET. 61 SEE SPECIAL PROVISIONS FOR CONTRACTORS RESPONSIBLITY FOR LOCATION OF UTILITIES. SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 T.E.#2101 Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 116 Clues of Shorewood & Chanhassen INTERSECTION LAYOUT (T.H. 7 / T.H. 41) OF TEMPORARY SIGNAL PLAN 136 Minnesota S.P. 1008 -58 SHEETS i [ NEIEET QKTIFT THAI THIS PLAN. S KCIFICATICN. 01 QMT US PWMES m al WIDEN $5Q 1AieeLYY00d Lake OITIOD RCH /J BB AN ONECT aPPER1ISIM w THAT I 0 A our FEKISTKan PIKIFUSlaat ENCINO aaIK THE UN 6 THE STATE a UIWES07A hfirImpolis.MN 55428 ��� 8441 tAlaY2a(8 BOIAeVeK) 612541 -4800 CWK /JLB y...M k ASsoczaAm I= FAX 041 -1700 INFRASTRUCTURE - ENGINEERS - PLANNERS CHARLES T. R[CKART. P.E. (1110 TiTZioO N[c.N4, 26082 Y'. METAL JUNCTION BOX WITH TERMINAL: BLOCK 53 mm RSC RISER AND WEATHERHEAD ABOVE JUNCTION BOX ; 1- 12/C#12 ,� 27 mm RSC RISER WITH`WEATHERHEAD — 12 mm SPANWIRE ABOVE SPAN WIRE 1- 4 /C#18 1- 3/C #12 (LUM) NOTES: 1) SEE SPECIAL PROVISIONS FOR MN/OOT FURNISHED MATERIALS. 2) EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. 31 LOCATIONS OF POLES. PAD. HANDHOLES AND SONIC AND MICROWAVE LOOP DETECTORS SHALL BE DETERMINED BY THE MNDOT TRAFFIC OFFICE. 41 SALVAGE EXISTING SIGNAL SYSTEM (SEE SPECIAL PROVISIONS). SEE SHEETS 1180 d 118E FOR EXISTING SIGNAL SYSTEM PLAN SHEETS (THESE SHEETS ARE FOR INFORMATION ONLY). 51 FOR SERVICE CABINET AND PAD DETAILS SEE DETAIL SHEET. 61 SEE SPECIAL PROVISIONS FOR CONTRACTORS RESPONSIBLITY FOR LOCATION OF UTILITIES. SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 T.E.#2101 Trunk Highway 7 / Trunk Highway 41 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET 116 Clues of Shorewood & Chanhassen INTERSECTION LAYOUT (T.H. 7 / T.H. 41) OF TEMPORARY SIGNAL PLAN 136 Minnesota S.P. 1008 -58 SHEETS i Trunk Highway 7 (West of T.H. 41) Trunk Highway 7 (East of T.H. 41) 0 m 5 m 10 m 20 m SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 INTERSECTION LAYOUT T.E. #2101 T. H. 7 AT T. H. 41 $ Sfn y' I XERA/ CERTIFY THAT MIS RAM. SWIFICATI7T. a mmr DAs WVRED DT a Oap1 RCH /J BB n oPECT YJMV13104 W MAT 1 w A MY REGISTERED PAWMI&A EYI IKM UQA R 350 Westwood Lake �m SHEET an By: Tx, LAN 6 TxE STATE / ��rl 8441 we,� Boulmrd :. Trunk Highway 7 / Trunk Highway 41. Nm�nvESOTA DEPAitTMErrT of T NSPORTATTON CWK /JLB MimEeapoliE, MN 55428 1 117 ecked By' 8125414800 Cities of Shorewood & Chanhassen TEMPORARY SIGNAL PLAN OF Droved By: CTR CHARLES T. RICKART. P.E. & Amackleg J= FAXBH -1700 7�,{��� CTR om Ti12/00 xEG. xoA 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS 1Vlllille$Ota S. P. 1008 -58 SHEETS w z J i0 m 5 m 10 m 20 m U H Q 0 m 5 m 10 m 20 m SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 INTERSECTION LAYOUT T.E. #2101 T. H. 7 AT T. H. 41 $ Sfn y' I XERA/ CERTIFY THAT MIS RAM. SWIFICATI7T. a mmr DAs WVRED DT a Oap1 RCH /J BB n oPECT YJMV13104 W MAT 1 w A MY REGISTERED PAWMI&A EYI IKM UQA R 350 Westwood Lake �m SHEET an By: Tx, LAN 6 TxE STATE / ��rl 8441 we,� Boulmrd :. Trunk Highway 7 / Trunk Highway 41. Nm�nvESOTA DEPAitTMErrT of T NSPORTATTON CWK /JLB MimEeapoliE, MN 55428 1 117 ecked By' 8125414800 Cities of Shorewood & Chanhassen TEMPORARY SIGNAL PLAN OF Droved By: CTR CHARLES T. RICKART. P.E. & Amackleg J= FAXBH -1700 7�,{��� CTR om Ti12/00 xEG. xoA 26082 INFRASTRUCTURE - ENGINEERS - PLANNERS 1Vlllille$Ota S. P. 1008 -58 SHEETS • • i 0 n a H0. 0 0 3 V V CONDUCTOR COLOR CODING R 0 BLK BL 2 -1JC WH WH R /BLK 12/C #12 0 /BLK R 8L /BLK WH 3/C #72 WH /B K B 8LK LK BLK /WH G /BLK G BLK 2/C #14 _ CLEAR 4/C #18 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE HH 1 3.4.7 -17 HH 2 5.6.18 -28 SERVICE EQUIPMENT LUMINAIRE Al, 3 LUMINAIRE 22 4 LUMINAIRE p3 5 LUMINAIRE p4 6 2 3 -1 /C-6 SIGNAL SERVICE INPUT 1 POWER 3 -1/C42 HH 3 6 -1 8 -3 7 LUMINAIRE 1Q CONTROLLER CABINET JB 1 5 -2 8 -1 RCH /J B8 WOOD RLTA 6 -1 6 -2 RED O .5.6'1828 CWK /JLB YLTA 6 -1 6 -2 YEL t8 118 OF a0 GLTA 6 -1 6 -2 GRN JB 2 136 r- NEU 6 -1 6 -2 NEU Minnesota 4.9 -12, POLE 15 POLE 15 -17 RED 8 -3 EOG D4 -2 D8 -1 LUMINAIRE 20 YEL 8 -3 4 WOOD WOOD GRN 8 -3 6 -3 RED 5.22.23. N i 0 5.23.28 POLE NEU 8 -3 6 -3 YEL 19 16 O _ SPR D1 -1 6 -3 GRN _ 17 LUMINAIRE 44 SPR 6 -3 NEU 10.11 .12 _ 6 10 SPR 3 EGG 1 -2 4 -1 eGROUND 11.12 EOG _ © 12 _ 4 -2 1 -1 RLTA - D8 -2 27 12 RED 8 -2 1 -1 YLTA 20 g YEL 8 -2 1-1 GLTA 23 GRN 8 -2 1 -1 NEU SIGNAL SYSTEM 10: 20132 NEU 8 -2 EGG EOG 1 -2 RLTA RLTA 5 -2 1 -2 YLTA YLTA 5 -2 1 -2 GLTA GLTA 5 -2 1 -2 NEU NEU 5 -2 4 -1 RED RED 8 -1 4 -1 YEL 21 9 YEL 8 -1 4 -1 GRN GRN 8 -1 4 -1 NEU NEU 8 -1 SPR SPR SPR SPR SPR SPR EOG EOG 4 -2 RED RLTA 5 -1 4 -2 YEL 22 1p YLTA 5 -1 4 -2 GRN GLTA 5 -1 4 -2 NEU NEU 5 -1 EOG EGG 4 -3 RED RED 2 -3 4 -3 YEL 11 YEL 2 -3 4 -3 GRN GRN 2 -3 4 -3 NEU NEU 2 -3 2 -1 RED 23 EOG 2 -1 YEL 2 -1 GRN RED 2-2 2 -1 NEU 12 YEL 2 -2 SPR GRN 2 -2 SPR NEU 2 -2 SPR EGG EGG t3 24 D4 -1 D5 -1 14 04 -2 D5 -2 25 15 26 D6 -1 02 -1 16 27 D1 -2 08 -2 17 28 Di -1 D8 -1 LUMINAIRE 10 ® LUMINAIRE 3 5 LUMINAIRE Q2 4Q LUMINAIRE 4 6 SIGNAL 2 SERVICE CONDUCTOR COLOR CODING R 0 BLK BL 2 -1JC WH WH R /BLK 12/C #12 0 /BLK R 8L /BLK WH 3/C #72 WH /B K B 8LK LK BLK /WH G /BLK G BLK 2/C #14 _ CLEAR 4/C #18 NOTE: ALL TERMINAL BLOCK CONNECTIONS SHALL BE ARRANGED AS SPECIFIED ABOVE HH 1 3.4.7 -17 HH 2 5.6.18 -28 SERVICE EQUIPMENT LUMINAIRE Al, 3 LUMINAIRE 22 4 LUMINAIRE p3 5 LUMINAIRE p4 6 2 3 -1 /C-6 SIGNAL SERVICE INPUT 1 POWER 3 -1/C42 HH 3 6 -1 8 -3 7 LUMINAIRE 1Q .1 3 JB 1 5 -2 8 -1 RCH /J B8 WOOD 3.4.7 -17 POLE 9 O .5.6'1828 CWK /JLB O Minneapolis, MN 55426 6 -3 19 D5 -1 24 _A D5 -2 04 -1 .1 13 22 5 -2 8 -1 RCH /J B8 WOOD A 35p yLleelyHppd Lake O1l1ce 8441 Boulevard ywy� 9 POLE SHEET CWK /JLB O Minneapolis, MN 55426 Cities of Shorewood & Chanhassen D6 -1 118 OF a0 15 B12S1�800 JB 2 136 r- CHARLES T. RICKART. P.E. WOOD WOOD 4.8 -12, Minnesota 4.9 -12, POLE 15 POLE 15 -17 8 -2 15 -17 O D4 -2 D8 -1 LUMINAIRE 20 14 8 4 WOOD WOOD ui 26 POLE 26 POLE 5.22.23. N i 0 5.23.28 POLE D1 -2 10.11.12.16.17 _ 16 O _ O D1 -1 10.11.12.17 _ 17 LUMINAIRE 44 _ 5 -1 10.11 .12 _ 6 10 JB 3 LUMINAIRE 1 -2 4 -1 eGROUND 11.12 11 _ © 12 _ 4 -2 - D8 -2 27 12 .1 22 RCH /J B8 1 env onnn nur NIS K" SPEEVIUnoA n NMI m F WAND By a tsm MT aeEEI 91*MISla, AND THAT 0 / aAT IEEISInRa PM6ESSIDRL EM EMEe1,MeEr ME LArf R THE STATE OF MINMESYIA A 35p yLleelyHppd Lake O1l1ce 8441 Boulevard ywy� A= Trunk highway 7 / Trunk Highway 41 N SHEET CWK /JLB � Minneapolis, MN 55426 Cities of Shorewood & Chanhassen WIRING DIAGRAM T.H. 7 / T.H. 41 118 OF a0 N B12S1�800 TEMPORARY SIGNAL PLAN 136 r- CHARLES T. RICKART. P.E. &.IasoeiaSeclnc. FAX 641.170D Minnesota CTR 11ETE. 7/12/00 MEE. MD. z6aez INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 D8 -1 WOOD WOOD WOOD WOOD 26 POLE 26 POLE 5.22.23. 5.22. 5.23.28 POLE 28 POLE 28 ® O 27.28 23.28 O O LUMINAIRE 44 JB 4 6 JB 3 LUMINAIRE 1 -2 4 -1 eGROUND 4 -3 2 -1 5 ROD 21 23 SIGNAL SYSTEM 10: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 T.E. 42101 RCH /J B8 1 env onnn nur NIS K" SPEEVIUnoA n NMI m F WAND By a tsm MT aeEEI 91*MISla, AND THAT 0 / aAT IEEISInRa PM6ESSIDRL EM EMEe1,MeEr ME LArf R THE STATE OF MINMESYIA A 35p yLleelyHppd Lake O1l1ce 8441 Boulevard ywy� A= Trunk highway 7 / Trunk Highway 41 /� 0 MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET CWK /JLB � Minneapolis, MN 55426 Cities of Shorewood & Chanhassen WIRING DIAGRAM T.H. 7 / T.H. 41 118 OF CTR B12S1�800 TEMPORARY SIGNAL PLAN 136 r- CHARLES T. RICKART. P.E. &.IasoeiaSeclnc. FAX 641.170D Minnesota CTR 11ETE. 7/12/00 MEE. MD. z6aez INFRASTRUCTURE - ENGINEERS - PLANNERS S.P. 1008 -58 SHEETS • • LOOP DETECTORS NUMBER SIZE LOCATION D1 -1 1.7x1.7 12 m D1 -2 1.7x1.7 12 m D1 -3 1.7x1.7 3 m D1 -4 1.7x1.7 3 m D2 -1 1.7x1.7 122 m D2 -2 1.7x1.7 122 m 3 -1/C#2 (0 m. 3.4 M. 8 7.0 m FROM 2- 3/C#20 D3 -1 1.7x1.7 15 m 53mm RSC I 103mm RSC D4 -1 1.7x1.7 38 m D4 -2 1.7x1.7 3 m 04 -3 1.7x .5 3 m NOTE: 53 mm RSC II 2- 3/C#20 D5 -1 1 -1 .7x1. 7 12 m D5 -2 I 1- 1.7x1.7 3 m NORTHERN STATES POWER ' I II • D6 -1 1.7x1.7 122 m D6 -2 1.7x1.7 122 m • • • D7 -1 1.7x1.7 15 m 4 -3 • • D8 -1 1.7x1.7 38 m D8 -2 1.7x1.7 3 m D8 -3 1 1.7x3.5 3 m F 4 -5 OEQUIPMENT PAD SERVICE CABINET TO B S.O.P. INPLACE WOOD POLE CONTROLLER AND CABINET CONTROLLER CABINET (INPLACE) 53 mm RSC RISER WITH D4 -1 I SERVICE CABINET 53mm RSC WEATHERHEAD AND CONDU_I CONTROLLER CABINET TO HH 1 2 -1 /C#6 53 mm RSC TO HH15 103 mm RSC 1 -1 /C#6 INS GR 3 -1/C#2 5- 12/C #12 SERVICE CABINET TO HH 15 (INPLACE) D1 -2 4- 3/C #12 53mm RSC E 14- 2/C #14 3 -1/C#2 (0 m. 3.4 M. 8 7.0 m FROM 2- 3/C#20 SERVICE CABINET TO HH 14 F CONTROLLER CABINET TO HH 14 53mm RSC I 103mm RSC 5-3/C#12(LUM) 53 mm RSC • 5- 12 /C #12 1- 2/C #14 TYPE 1CIA AT 90' 2 -2 • 2 4- 2/C#14 NOTE: 53 mm RSC II 2- 3/C#20 STUBOUT U 53mm RSC AND 78 mm RSC STUBOUT POWER SUPPLIED BY 11 (THREAD AND CAP BOTH ENDS) NORTHERN STATES POWER ' I II • 3C 11 PA100 POLE FOUNDATION 3-3/C#12 (LUM) OTYPE PA100 -A- 16.8 - 012.2 -2.7 (DAVIT AT 350') 3- ONEWAY SIGNALS OVERHEAD (0 m. 5.2 m . & 8.8 m FROM END OF MAST ARM) C ONEWAY EVP DETECTOR AND LIGHT _ TYPE 108 AT 90• TYPE 10B AT 180' 78 an RSC ' LUMINAIRE 250 WATT HPS STUBOUT 15r- 2-PEDESTRIAN PUSH BUTTONS AND SIGNS (R10 -4b) O 1 -SIGN TYPE R6-IL (ONE WAY) B 1 -SIGN TYPE R6 -1R (ONE WAY) EXTEND INTO HH 14 78mm RSC 2- 12/C #12 4- 3/C #12 1- 3/C#20 1- 3/C#12 (LUM) 103 mm RSC 3- 12/C #12 4- 3/C #12 4- 2/C #14 1- 3/C#20 -- -- -- 1- 3/C #12 (LUG_ a LU T. H. 7 (50 MPH) u"5 -1 103 mm RSC © 4.6 m PEDESTAL POLE AND BASE 2- 12/C#12 TYPE 5E 2- 3/C #12DE _ PEDESTRIAN PAST{- BUTTON AND37 GN ( 1110 75T 2- 2 /C#14 / EXTEND INTO HH 13 1- 3 /C#ZO 78 mm RSC 2- 3/C #12 53 mm NMC MN 2- 2/C #14 7 11 10// -------- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _\ O � 53 mm NMC CONTROLLER PHASING PEDESTRIAN 2- 2/C#13 INDICATIONS AND PUSH BUTTONS PAtoo POLE FOUNDATION -2 OTYPE PA100 -A -15.2- 012.2 -2.7 04 07 (DAVIT AT 350') \ 1 SIGN TYPE RIO -12 (LEFT TURN YIE O �, I O 2- ONEWAY SIGNALS OVERHEAD Q SIGNAL HEAD PHASING ep + (Om AND 3.4 m FROM END OF MAST A M) HEADS HEADS ONEWAY EVP DETECTOR AND LIGHT 0�,'L Qi0'. QEO�1 0YO 4 -4 d 4 -5 8 -4 d 8-5 TYPE 108 AT 180• Q R LUMINAIRE 250 WATT HPS p' t- 06 1- PEDESTRIAN PUSH P4 -2 ��� 01 04 Y 08 BUTTON AND SIGN (R10 -4b) O 1 -SIGN TYPE R6 -1L (ONE WAY) 6 P84 -2 JM H. G t -SIGN TYPE RG -1R (ONE WAY) _ P4 -3 y EXTEND INTO HH 10 78mm RSC 02 pp 07 G 03 2- 12/C#22 1- 3 /C#20 SIGNAL SYSTEM OPERATION M p - THE SIGNAL SYSTEM FLASH MODE IS ALL RED. OQ0 - NORMAL OPERATION IS 8 PHASE, WITH PHASES 1 AND 5 03 08 O BEING PROTECTED LEFT TURN PHASES AND PHASES 3 AND 7 T.H. 41 BEING PROTECTED/PERMISSIVE LEFT TURN PHASES. - PHASE 2 AN 6 SHALL BE ON VEHICLE RECALL. NO. DATE 8Y I GIN( REVISIONS ea 1011 y' I x0EY1 CERTI" IIMT THIS RAY. SPECIFICATIm. M WC1 RCH /J BB n DIREET sRrmvlslo Ne Ynr I w . aRT REYISTERED P 1 On 9y: 511E LAYS OF THE STATE YIPRESOT 7 CWK /JLB cneCKeO ey:' CTRa �.. e DAR, 7/12/00 13 1 14 `\ O /I O / ID5 -2o m 1s N W� W� ,o l o000000�oaa 6 -1 6 -2 6 -3 D.01 &06 EVP � 8 -1 i 5 -1 / 02 8,05 EVP / / 2 -2 / i 1 : 3 / W / O J 0 m 5 m 10 m 20 m OPA100 POLE FOUNDATION TYPE PA100 -A- 16.8 - 012.2 -2.7 (DAVIT AT 350') 1 SIGN TYPE R10 -12 (LEFT YIELD) 2- ONEWAY SIGNALS OVERHEAD (0 m AND 3.4 m FROM END OF MAST ARM) ONEWAY EVP DETECTOR AND LIGHT TYPE 108 AT 90' TYPE 1 O AT 180' LUMINAIRE 250 WATT HPS 03 mm RSC 1-PEDESTRIAN PUSH BUTTON AND SIGN (R10 -4b) 5- 12/C #12 1 -SIGN TYPE R6 -1L (ONE WAY) 4- 3/C #12 1 -SIGN TYPE R6 -iR (ONE WAY) 10- 2/C #14 EXTEND INTO HH 3 2- 3/C#20 78mm RSC 3- 3/C#12 (LUM) 2- 12/C #12 3- 3/C #12 1- 3/C#20 1- 3/C #12 (LUM) O 103 mm RSC 3- 12/C #12 3 1- 3/C #12 \\ 10- 2/C #14 \ 1- 3/C#20 53 mm NMC SIGNAL HEAD INDICATIONS FACE R LED Y LED G LED RLTA LED YLTA LED GLTA LED i -1 \� EXTEND HH 7 F F F 1 -2 D1 4 /I p D1 -2 F E F 1 -3 (0 m. 3.4 M. 8 7.0 m FROM E� F E F 2 -1 • • • TYPE 1CIA AT 90' 2 -2 • • • 2 -3 • • • (� � 4 -1 • • • /// 78mm RSC 4 -2 • • • 4 -3 • • • 4 -4 • • • F 4 -5 • • • < F 5 -1 F F F 5 -2 F F F 6 -1 • • • 6 -2 • • • 6-3 • 8 -1 • 8- • 8 -3 tO • 8 -4 • 8 -5 • F NOTE: ALL SIGNAL INDICATIONS SHALL BE 300 mm 6 8 -2 \\ 2- 3/C #12 (LUM) �2- 2/C #14 - - c - - - - \\ -- 53 mm NMC /I 103 mm RSC 1- 3/C #1 2 ♦� 4 _ / 8 -2 /C #1 1-ewo 3 /2- 3/C #12 (LUM) _ PEDESTAL FOUNDATION O As r1vAREY m m Eeelaw )Aim Q 1 -3/ 2 (L 4.6 m PEDESTA it \� EXTEND HH 7 D1 -3 !/ D1 -1 72 - o zCTO D1 4 /I p D1 -2 2- 3/C #12 7 3 j-- 103 mm RSC 2- 12/C #12 1- 3/C #12 4- 2/C #I,- // 1- 3/C#20 2- 3/C #12 (LUM) 10 / /� / 53 mm NMC 4- 2/C #14 / i -3/C #1 9 T. H. 7 (50 MPH) INPLACE 53 an NMC 1- 3/C #12 I X m LU Z J 2 H NOTES: 11 SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS. LED INDICATIONS. PVC HAADHOLES WITH METAL FRAMES AND COVERS. PAINTING OF SIGNAL SYSTEM AND MN /DOT FURNISHED MATERIALS. 21 EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. 31 LOCATIONS OF POLES. PAD. HANDHOLES. PEDESTALS AND LOOP DETECTORS SHALL BE DETERMINED BY THE MNOOT TRAFFIC OFFICE. 41 SALVAGE TEMPORARY SIGNAL SYSTEM (SEE SPECIAL PROVISIONS). 5) FOR TYPE "D" SIGNS SEE DETAIL SHEET 115 . 6) A 21 mm HALF COUPLING. 21 mm PIPE NIPPLE AND CONDUIT OUTLET BODY FOR EMERGENCY VEHICLE PRE- EMPTION EQUIPMENT SHALL BE INSTALLED 1.8 m FROM THE END OF THE MAST ARM AT POLE 1. 2. 4. AND 5. 7) FOR SERVICE CABINET DETAILS SEE DETAIL SHEETS 112 AND 113. 8) FOR NMC LOOP DETAILS SEE DETAIL SHEET 114. 91 SEE SPECIAL PROVISIONS FOR CONTRACTORS RESPONSIBLITY FOR LOCATION OF UTILITIES. 101 ALL PEDESTRIAN INDICATIONS SHALL BE ONE SECTION WITH HAND /MAN SYMBOL MESSAGES (ALL LED SEE SPECIAL PROVISIONS. 11) FURNISH & INSTALL FOUR (4) R9 -3o (NO PEDESTRAAN CROSSING SIGNS AS SHOWN ON PLANS MAT CH LINE E eC" \\ 78 mm ii As r1vAREY m m Eeelaw )Aim Q 1 -3/ 2 (L O PA100 POLE FOUNDATION I \� TYPE PA100- A- 16.8- D12.2 -2.7 (DAVIT AT 350-) 3- ONEWAY SIGNALS OVERHEAD (0 m. 3.4 M. 8 7.0 m FROM E� \\ END OF MAST ARM) ONEWAY EVP DETECTOR AND LIGHT .. TYPE 1CIA AT 90' TYPE IDA AT 180° LUMINAIRE 250 WATT HPS 1 -SIGN TYPE R6 -1L (ONE WAY) // 16 (� � 1 -SIGN TYPE R6 -1R (ONE WAY) EXTEND INTO HH 8 /// 78mm RSC //� 2- 12/C #12 X m LU Z J 2 H NOTES: 11 SEE SPECIAL PROVISIONS FOR PEDESTRIAN INDICATIONS. LED INDICATIONS. PVC HAADHOLES WITH METAL FRAMES AND COVERS. PAINTING OF SIGNAL SYSTEM AND MN /DOT FURNISHED MATERIALS. 21 EACH SIGNAL FACE SHALL HAVE A BACKGROUND SHIELD. 31 LOCATIONS OF POLES. PAD. HANDHOLES. PEDESTALS AND LOOP DETECTORS SHALL BE DETERMINED BY THE MNOOT TRAFFIC OFFICE. 41 SALVAGE TEMPORARY SIGNAL SYSTEM (SEE SPECIAL PROVISIONS). 5) FOR TYPE "D" SIGNS SEE DETAIL SHEET 115 . 6) A 21 mm HALF COUPLING. 21 mm PIPE NIPPLE AND CONDUIT OUTLET BODY FOR EMERGENCY VEHICLE PRE- EMPTION EQUIPMENT SHALL BE INSTALLED 1.8 m FROM THE END OF THE MAST ARM AT POLE 1. 2. 4. AND 5. 7) FOR SERVICE CABINET DETAILS SEE DETAIL SHEETS 112 AND 113. 8) FOR NMC LOOP DETAILS SEE DETAIL SHEET 114. 91 SEE SPECIAL PROVISIONS FOR CONTRACTORS RESPONSIBLITY FOR LOCATION OF UTILITIES. 101 ALL PEDESTRIAN INDICATIONS SHALL BE ONE SECTION WITH HAND /MAN SYMBOL MESSAGES (ALL LED SEE SPECIAL PROVISIONS. 11) FURNISH & INSTALL FOUR (4) R9 -3o (NO PEDESTRAAN CROSSING SIGNS AS SHOWN ON PLANS MAT CH LINE E eC" /i4 .. // 233mm N2C(LUM) 4- 3/C #12 SIGNAL SYSTEM ID: 20132 - 3/C #20 METER ADDRESS: 23590 STATE HIGHWAY 7 1- 3/C #12 (LUM) T. E. #2101 INTERSECTION LAYOUT T. H. 7 AT T. H. 41 As r1vAREY m m Eeelaw )Aim � 360 VVestwood Lake Om� � MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET �SB 8441 VVayzeta Boulevard A. Trunk highway 7 I Trunk highway'91 Minneapolis. MN 55426 612- Ul-49DO Cities- of Shorewood & Chanhassen ddnveralnx Im FAX541 -1700 Minnesota .0. .1 zsaez INFRASTRUCTURE - ENGINEERS - PLANNERS 118A OF SIGNAL PLAN 136 S.P. 1008 -58 SHEETS • • N N Trunk Highway 7 (West of T.H. 41) '0 ,2 \,-53 mm NMC 2- 2/Cu14 Trunk Highway 7 (East of T.H. 41) 53 mm NMC--\ x r 0 m 5 m 10 m 20 m O m 5 m 10 In 20 m Trunk Highway 41 (South of T.H. 7) MATCH LINE °r" A RELOCATED STREET LIGHT SIGNAL SYSTEM ID: 20132 METER ADDRESS: 23590 STATE HIGHWAY 7 INTERSECTION LAYOUT T.E. #2101 T. H. 7 AT T. H. 41 I NEIEBT t[ETIR MAT THIS PION. SEECIEICATIa1. d Won W PASPAKD 11T a uaEE 3N� WeSl1Al0� �� Qm� SHEET RCH /JBB YP aEti surPEmlSld Mo MAT 1 w A aA\ AECISIERED msESSI NO EKEIMEE6 uan A MINNESOTA DEPARTMENT OF TRANSPORTATION ME US$ a NE STATE a IIIOIC A WSB 8441 Wayzata Boulm Para , Trunk Highway 7 / Trunk Highway 41 CWK /JLB / –� Minneapolis. MN 55428 118B CTR �RreKARr. Y.E. Fnxs�i; -, �° Cities of Shorewood & Chanhassen OF T/12/00 x60112 INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota SIGNAL PLAN CHARLES Y: CTR NNAm M�..o, S.P. 1008 -58 SHEETS �. 8-2 8-3 O 8-4 5 -2 6 -1 RED 6 -7 YEL 6 -i GRN CONTROLLER CABINET RED 8 -2 YEL 8 -2 GRN 8 -2 {� \) 6 -1 6 -2 1 -1 6 -3 8 -5 �ti/ O O 6 -2.6 -1 NEU 6 -2 RED NEU 8 -2.8 RED 8 -3 -3 1 6 -2 YEL 7 26 YEL 8 -3 HH 2 6 -2 GRN GRN 8 -3 1 -1 NEU 1 -1 RLTA 1 -1 YLTA SPR SPR SPR p v D4 -1 1 -1 GLTA SPR 26 27 —� EOG EOG 7 8 0 6 -3 RED RED 8-4 6 -3 YEL YEL 8 -4 6-3 GRN GRN 8-4 p 6 -3 NEU NEU 8-4 c 8 -5 RED SPR 8-5 .YEL 9 27 YLTA 8 -4 HH 1 8-5 GRN GLTA 84 - 8 -5 NEU SPR NEU 5 -2 RLTA 5 -2 08 EVP DETECTOR 08 EVP LIGHT 01 & 06 EVP DETECTOR 01 & 06 EVP LIGHT 8 -5 YLTA YLTA 5 -2 m 07 -1 15 12 1 8-5 GLTA GLTA 5 -2 "^ !TO EVP 32 31 1 HUB j 26 -50 HUB 3 O P4 -1 P86- PO4 -1 SPR SPR RLTA 7 -2 YLTA 1 -2 5 -6.6A M D4 -3 P6 -1 1 -2 8 -1 14 13 SPR GLTA 1 -2 2 35 4 -1 RED BREED a - ti 04 -2 P6 -2 4 -1 YEL 9 28 YEL 8 -1 1 PB6-1 LUMINAIRE Q1 j 20 1 4 -1 GRN 4- 1.P4 -2 NEU GRN 8 -1 NEU 8 -1 6 34 P4 -2 WLK SPR LUMINAIRE Q2 P4 -2 OWK SPR • 28 HH 14 SPR SPR HH 3 7 -25 EOG E0G 4.9- 11.16 - 19.21 -25 5-6.6A 4 -2 RED 4 -2 YEL RED 2 -1 YEL 2 -1 5.6.6A.26 -36.41 -50 3 -6.6A 4-2 GRN GRN 2 -1 4 -3.4 -2 NEU NEU 2 -1.2 -2 4 -3 RED RED 2 -2 4 -3 YEL 10 YEL 2-2 SERVICE CABINET 4 -3 GRN P4 -4 NEU GRN 2 -2 NEU 5 -1 TO HH14 5.6A.28-30.33.36. © P -4 IVIK RLTA 5-1 - I LUMINAIRE P4 4 OWK SPR YLTA 5 1 GLTA 5 -1 - HH 5 HH 4 HH 7 4 -1 P4 -2 3 TO HH1 EOG EOG N 4 -4 RED - RED 2 -3 50 45 44 43 4-4 YEL YEL 2 -3 41.42 5.6A.28-30.33.36.43 -50 N L LUMINAIRE 4 -4 GRN GRN 2 -3 4 4 -4 NEU NEU 2 -3 °' 1 SIGNALS SPR RED 4-5 1 NEUTRAL 4 -4 YLTA 11 30 YEL 4 -5 `2 9 LIGHTING \ LUMINAIRE 4 -4 GLTA GRN 4 -5 a j 1 -3 NEU NEU 4-5 r• 1 -3 YLTA SPR Q M N m INPUT PPOOWER LUMINAIRE 6 1-3 YLTA 1 -3 GLTA EOG YLTA 4-5 GLTA 4-5 EOG HH 6` 4 O 2 -1 -2 5 -1 2 -3 4 -5 • c 01& 06 EVP LIGHT t2 31 08 EVP LIGHT NEU NEU .- D6 -2 P4 -3 P84 -2 LUMINAIRES SPR SPR v 17 16 Q5 6Q 6A P86 -2 NEU 13 32 08 EVP P84 -1 DETECTOR w D6 -1 a, v �— SIGNAT 2 2 P4 -1 WLK 14 33 02 & 05 EVP LIGHT v sp HH 13 SERVICE P4 -1 NEU P4 -1 OWK NEU SPR 29 30 v �— 01 & 06 15 34 P86-1 M 23 22 EvP NEU DETECTOR SPR M - - SPR 16 35 WLK P6 -1 NEU NEU P6 -1 M 5 P8 4 -2 OWK P6 -1 4 -2 4 -3 P4 -4 4 -4 1 -3 P4-3 WLK P4 -3 NEU 17 36 82 & 05 02 & 05 EVP DETECTOR 02 & 05 EVP LIGHT N HH 15 P4 -3 DWK DETECTOR t0TO EVP1 36 33 1 a N j 0 04 EVP LIGHT 1E 37 D4-2 HU m - C c NEU SPR 38 04_3 P8- 1 ut SPR 19 NEU D7 -1 HH 11 N P54 -3 4 04_7 E°v 24.25 - 10 11 P6 -2 WLK P6 -2 NEU P6 -2 DWK 41 q2 D6 -2 LUMINAIRE © 5 EN 04 21 D6 -I EVP 43 0 1 -1 DETECTOR 44 HH 9 HH 8 m 051 2 D1 -2 CONDUCTOR COLOR CODING 23 45 01 -3 04 EVP DETECTOR 04 EVP LIGHT DS -2 46 R R S.O.P. 4 D3 -7 0 0 HH 12 N 21 18 25 47 D8-2 BL BL 5 /C #12 _o HUB D2-2 48 08 -3 a v WH WH 24 25 c PB4 -3 = 4 08_7 t° HH 16 HH 9 c G 19 LUMINAIRE A5 12/C #12 0 /BLK D7-4 49 48 47 46 BL /BLK R WH /BLK WH 3/C#12 LK LK LUMINAIRE 44 4 SIGNAL 2 BLK /WH G /BLK SERVICE R OR 0 0 c e A A WH OR Y 3/C1x20 HH 10 M N BLK OR 8L LUMINAIRE © m h T- BLK 4.10.11.18.19.21.24.25 Alp 0 0 0 2 -1/C#6 BLK 2/Cu14 WH CLEAR a q 10 SIGNAL SYSTEM ID: 20132 4 METER ADDRESS: 23590 STATE HIGHWAY NOTE: ALL TERMINAL BLOCK CONNECTIONS S T.E.#2101 SHALL BE ARRANGED AS SPECIFIED ABOVE j 0 N0. DATE BY CHK REVISIONS Desocn y- RCH /J BB i WISH CER16Y MAT MIS FLAN. SPECIFICAT101. a ROW W PROM 81 61 UOFp n oaVa Re i r . aa. RESTS tao NvEsslOAS ENRIMEER eeFR 350 weatwood Lake once MINNESOTA DEPARTMENT OF TRANSPORTATION SHEET P an ay: F ME STATE ME uMS ME STATE aP MNMIESmA MES 8441 wayzem Boukwara -: Trunk Highway 7 / Trunk Highway 41 118C cwK /JLe ITS Minneapolis. WIRING DIAGRAM OF C? Checked By: 812 1800 Cities of Shorewood & Chanhassen - CTR - CHARLES T. RICKART. P.E. -W FAX SIGNAL PLAN 136 Approved y` CTR DATE, 1/12/00 RE.. � , x60132 &damodu /x 641.1700 ; INFRASTRUCTURE - ENGINEERS - PLANNERS Minnesota S.P. 1008 -58 SHEETS 1 We P u0 4 PUSIIBUT'[1pN T OIIT P64 P" PNi Fel ! P44 Ph! r4a ��" ♦ P64-3 s P4-4 e�s.1.Kt r4� Psh4 •D2- Iw'X&C law RS L !-MC 010 OWfiflallll All NasNMET --� E1KZEf0 wro MAU; 4 0 Ail 3- 0111.3.3A012 AND S- 2100e4 V=N* W.M KK9.40RS.0 3-sw PR.! -31C alt. 6-V0014 we ! -wc0S ILOr 9wUAZ WOOD I= Utz! 3ERMM cou rimm ex, om KK912- 11s01L4Ct 2-I4 0 t 410 4-MC • 0 © TM A- 30-W4 �-�� OW VWr sowt. f0'M nwAM 4T ��� TTK so � -PaL.E e1D1AltlD 270 UMMAWk 313• i 31 nPAC.a 3.111404.2 -3+C09 NO 2-W*O 0R on 014 --��� • 1 1/4' NM 1113'RiC - ---�'� - 2- 21C#14 12 2-2/C 0,14 s 012A - -- ��i� �s����a`�rawr..�s ���w�asa�•+�as E.B. TK T . i1fi11At. M�ICJli10N oHwt'r iF-so, � Q 84r1l. Ptncsac -TTR to — aE cows 1BAl11 NpNMI1TO11 aloe BoWI�11NT li Y 0 ra a wto .K� Ru 3-4 i R a s H" an ANO !-Sm on a ri x BE USED NPLACE UNLESS OTHERWISE NOTED WITH AN •. / 1• a WORK TOW DONE.) f . 2. SEE SPECIAL PROV1 MS FOR STATE FURNISHW MATERIALS AND APPROVED I *= KITS. I r RUM& ! • 3. NPLACE LOOP DETECTORS 01- 1.02 - 1.02 -2. Deft. D61 AND / 11-414041 ~ 062 SHALL BE REPLACED WITH PREFORMED NMC LOOP DETECTORS. 1-39 fa IEEE E LOOP DETECTOR CHART AND NMC LOOP DETECTOR OVALS SHEET.1 t-W r 0 • 4. NEW HANDHOLES BA AND 12A SHALL BE PVC WITH METAL FRAMES AND COVERS. . S. SPICES FOR THE 2K 14 CABLES SHALL BE PERMITTED WMIN T I NPLACE HANDHOLES S AND 12 FOR 02-1. 02.2. D61 AND 062. . S. LOCATION OF NEW LOOP DETECTORS AND NEW HANDHOLES SHALL BE l um CKWr INS 11-CE vw MR maiweL m or e2 FIi1CT1a1 3' RLC a t-s71i (11' 475' ' 3 -ajCSa s L4MIS (1) 475• ! -3IC -0 a ! -MC 0 la 4 wlej ■ lt/T • • s s • • • Is 1- Vc • K dole, soma ILM 111 10' i'RlC 4 ` . s 111 i0' 01-1 1 ENGLISH UNITS f 10%40' t•RJCOR Ii R .n I1) ... 3-34V R a, 417 64+C 0 a I N into rILS.0 - 242x0 N i-C �► q Q 4 tW it 1- O 3N 4-3A 40 a TM A-6 L ml / aTT!- m N alp Wea s.MI.L 0M1711tA01 ! • t R a B01 li� T1PFft tE 3CAw 0rB3B /IOM l T 2T0r -eIM M 4 M 4 1-RJC • N; AIO 4.310 0 R WON 4w = �4 3' Ru — race &le E PRQ• ®M0 m wMI , 90 a1 AOIIIMeOi MMfm f Is0 Rt j a 3-l1C N•Is Mc BMIHAm a m a 3-8= RWO PC= N •064 aL1 IMKKa3'"a. iJMlolexb 3 Al0 B r11LL 2 -VAOR AIG 3-84AN UK VINT w" Cut" W GP"U t>< AWO UN0 @IBMiL na `- • I ALL ITEMS OF THIS SM"L SYSTEM ARE 94PLACE AND SHALL BE USED NPLACE UNLESS OTHERWISE NOTED WITH AN •. / 1• a WORK TOW DONE.) f . 2. SEE SPECIAL PROV1 MS FOR STATE FURNISHW MATERIALS AND APPROVED I *= KITS. I r RUM& ! • 3. NPLACE LOOP DETECTORS 01- 1.02 - 1.02 -2. Deft. D61 AND / 11-414041 ~ 062 SHALL BE REPLACED WITH PREFORMED NMC LOOP DETECTORS. 1-39 fa IEEE E LOOP DETECTOR CHART AND NMC LOOP DETECTOR OVALS SHEET.1 t-W r 0 • 4. NEW HANDHOLES BA AND 12A SHALL BE PVC WITH METAL FRAMES AND COVERS. . S. SPICES FOR THE 2K 14 CABLES SHALL BE PERMITTED WMIN T I NPLACE HANDHOLES S AND 12 FOR 02-1. 02.2. D61 AND 062. . S. LOCATION OF NEW LOOP DETECTORS AND NEW HANDHOLES SHALL BE '01 -1 /1 It / WON swo w .r oloom.rp t i IIe•RtC /TT1�[ Ar30.040 -a / f -24%014 ��. OIE Weer a13MDL1OMl1BEA01 / TM 20C- POLE YOU NMI AT 2700 LINNIIABR see .+ • 1 114' NMC 8 .42-21C#14 DE10o l um CKWr INS 11-CE vw MR maiweL m Fed. PTV". NO. 3 m as rr FIi1CT1a1 3' RLC a t-s71i (11' 475' ' 3 -ajCSa s L4MIS (1) 475• ! -3IC -0 a ! -MC 0 la 4 wlej ■ lt/T • • s s • • (1) 141AMW 1- Vc • K 4 soma ILM 111 10' 04.4 4 ` . s 111 i0' 01-1 1 ENGLISH UNITS f 10%40' t•RJCOR Ii - 2-6'Xa. I1) 10'.40' 3-34V t 3-t/C M rILS.0 - 1- O 3N 4-3A 40 a TM A-6 alp Wea s.MI.L 0M1711tA01 1 T1*C 3aB-tal OWN= AT EM t !- sentiilow r ll"Il olls ix on >t o Kxs,ritsr- 4 1-RJC • N; AIO 4.310 0 R WON 4w = �4 3' Ru — race &le ItLC. (OW-Mlill I ON TOP OF OLL VERTICAi. P SHAFT. , 90 3-l1C N•Is •064 '01 -1 /1 It / WON swo w .r oloom.rp t i IIe•RtC /TT1�[ Ar30.040 -a / f -24%014 ��. OIE Weer a13MDL1OMl1BEA01 / TM 20C- POLE YOU NMI AT 2700 LINNIIABR see .+ • 1 114' NMC 8 .42-21C#14 DE10o l um CKWr INS 11-CE vw MR maiweL m PHASE 3 m as rr FIi1CT1a1 021, a" a t-s71i (11' 475' ' 00.1. Ors s L4MIS (1) 475• 041- D" 4 1.6X6 (1) 141AMW O+-3 4 1 -4X10 111 10' 04.4 4 1- 41" 111 i0' 01-1 1 2.6'X6' 1) 10%40' OS-1 Ii - 2-6'Xa. I1) 10'.40' (1) W4 OW. OlIGMIS. P!>ICS13I. -:1•E 20 OE PSI purm TTO1 ow cOvl 3T; " M/« M /Olt1'3 ac1fl0 un KKa s rasr- F-RRdbR AM Fix 0R •.` FOR INFORMATION ONLY INTERSECTION LAYOUT REVISE TRAFFIC CONTROL SIGNAL SYSTEM S.&P. 216- 01044 T.H.7 AT', T.H.41 C -P. We 98 -05 IN SHOREWOOD, HENNEPIN COUNTY S.P. 1008 -08 (TH 41 -012) / SHEET NO. 118D OF 136 CERTIFIED BY • REG. No.22077 rROfE ENOINEEJt • ' V P2 -1 2-Z P4-5 P F= 1 104 -1 )a PO4-4 P62-1 PECEST LHTI ---! LUM TO ST LHT CHK SW '04 21 4-9- I� I � -a•10 I P84-5 P82-2 9 ■rr� r w CONDUCTOR COLOR CODE 12/C-2 F-lwxm NOTE i ALL TUAMAL BLOCK CONW -alONS SNALL K KNRARCED AS SPECIFIED 1.2- mmio 8.11- 4 -T 1-1 P4 -a P84 -6 T.12.24- 02-1 OO U6 ENGLISH UNITS CONTROLLER CABINET 02-1 D4 -4 02-2 ILK J- P6 -2 05-1 fEii �- SPR -04-2 RED YEL -4-1 2 -i 90 U � -4-3 _TEL -2-2 CAM lym P KU — NEU >U ]— l -I 1UK �-- PZ -i DIIK E�oc EOG .P84-1,2,3 NEU =04-1 P66 -1. P86 -2 P84 -4; 5.6 ILTA W2 -1. P82 -2 �u I S -1 RED SPR wix P4 -3 VM - -�K pp4 2 T& 4-5 —vu 3-0:1 01 -1 _ roe D6 -! 06 -2 ILTA ! -1 — } cm VEL 6 -i SPR p NEIL --PpK P4 YETI. 6 -2 EU U C�1 ND 4-6 � I P6 -1 rw SPR EGG 04 -s 04 -± 13- 16.17.22 -24 - 04 -3 P4 -1 Q O P4 -2 P54-2 P86-2 T T T 'PS-2 SPR HH A INN 20,21 14 -IT - HH 1721- 20.21- f O1 -I - 16.1 T. 22.24 Q�PS -! i L -17.16 5 -! p4- PECIST LIRI r—O P84 -1 P86 -1 LUM P84 -3 FOR INFORMATION ONLY TO ST Lwr cw sx S.A.P. 216 -010 -04 C.P. NO. 98-05 T soP S:P.1008 -58 (TH 41 -012) _ SHEET NO. 118E OF 136 FIELD WIRING DIAGRAM CERTIFIED BY' REG. N0.22077 T. H. T AT T.H. 41 "1O� �o11ALENO'" " SHOREWOOD Q Mirneapolis, MN 55428 G 912311.4800 i 812441.4800 F_ A O N C1 G C �E !1 812 - 641 -48M m minnesnta metric Q Mimw"ol* MN 55428 I {�� 8125014800 rI AV, Q MW=po[W. MN 55428 I rm aizs I-4WO