MINNESOTA DEPARTMENT OF TRANSPORTATION

Transcription

1 NORMNDLE VE. FRNCE XERXES S. VE. PENN S. LYNDLE PORTLND VE. 34TH VE S. CEDR MINNESOT DEPRTMENT OF TRNSPORTTION FED. PROJ. NO. CONSTRUCTION PLN FOR TRFFIC SIGNS ND DEVICES GOVERNING SPECIFICTIONS TRUNK HIGHWY NO. 77, T.H. 494 & T.H. 35 THE 2005 EDITION OF THE MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD SPECIFICTIONS FOR TITLE_-TS# PTH & FILENME: IP_PWP:d \TITLE_-TS#.dgn PLN INDEX MP L. 494 EDIN RD. 62 HYLND LKE PRK RESERVE Hyland Lake Hyland Lake 28 POP. 47,425 RD. Lake Cornelia W. 70TH ST. Pacific Pacific Rail Canadian Canadian OLD BLVD. Lake W. Edina W. 58TH ST. W. 98TH W. 84TH 84TH Progressive 80TH W. POP. 85,172 BLOOMINGTON STTION 17 SHKOPEE 1 T.H. 494 ST. ST. 90TH ST. W Grass 121 Lake RICHFIELD STTION MINNEPOLIS- Richfield Lake 72ND Penn Lake ST. RD. RD. 106TH 35W Wood Lake 494 W. 82ND ST. W. 82ND ST. 35W W. 94TH ST. ST. BLOOMINGTON 62 35W Rail VE. RICHFIELD ST. NICOLLET LK. VE. POP. 34, Diamond Lake E. 60TH ST. BURNSVILLE 12TH E. 90TH 90TH ST OLD OLD BLOOMINGTON 53 5 LKE 152 Mother L. 77 ST. PUL INTERNTIONL IRPORT WOLD-CHMBERLIN 1 SHKOPEE SHKOPEE MEDOW LKE REFUGE UNIT RD. 77 BLCKDOG Lake POST FORT SNELLING NTIONL CEMETERY Long LONG E N N E P I N C O. 35W MINNESOT Pacific CLIFF T.H E VE RD FORT SNELLING STTE PRK RIVER RIVER RIVER STTE PRK Railroad 35E EGN DIFFLEY RD Gun Club Lake RD T.H. 35 Rock L. Rock Croix Valley St ROCK CREEK Cr. ROCK CREEK POP FOR PLNS & UTILITIES SYMBOLS SEE TECHNICL MNUL CONSTRUCTION SHLL GOVERN. INDEX SHEET NO. DESCRIPTION 1 TITLE SHEET 2 ESTIMTED QUNTITIES 3-10 DT SHEETS 11 PUBLIC UTILITIES RODWY LYOUTS SIGN PNEL LYOUTS 43 STNDRD SIGN DRWINGS PLCEMENT DETILS STRUCTURL DETILS CROSS SECTIONS THIS PLN CONTINS 73 SHEETS I HEREBY CERTIFY THT THIS PLN WS PREPRED BY ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PROFESSIONL ENGINEER UNDER THE LWS OF THE STTE OF MINNESOT. DTE LIC. NO. ENGR. HETHER LYNN LOTT DESIGN SQUD: RICK SUNSTROM RECOMMENDED FOR PPROVL 20 DISTRICT TRNSPORTTION ENGINEER RECOMMENDED FOR PPROVL 20 DISTRICT TRFFIC ENGINEER RECOMMENDED FOR PPROVL 20 RECOMMENDED FOR PPROVL 20 RECOMMENDED FOR PPROVL 20 STTE PRE-LETTING ENGINEER OFFICE OF LND MNGEMENT PPROVL 20 DIRECTOR, LND MNGEMENT PPROVED 20 STTE DESIGN ENGINEER PROJ. NO CHRGE IDENTIFIER PLN REVISIONS DTE SHEET NO. PPROVED BY PROJECT LOCTION PINE CO. DISTRICT 1 DKOT CO. DISTRICT HENNEPIN CO. I HEREBY CERTIFY THT THE FINL FIELDS REVISIONS, IF NY, OF THIS PLN WERE MDE BY ME OR UNDER MY DIRECT SUPERVISION ND THT I M DULY LICENSED PROFESSIONL ENGINEER UNDER THE OF THE STTE OF MINNESOT DTE LIC. NO. STTE PROJ. NO. SHEET NO. 1 OF 73 SHEETS

2 SHEET NO. CHRT I.D. STTEMENT OFESTIMTEDQUNTITIES ITEMNO. ITEM UNIT ESTIMTED QUNTITIES MOBILIZTION LUMPSUM TRFFIC CONTROL LUMPSUM 1 10 J CONCRETE FOOTINGS(TYPEOHSPRED) CU. YD J CONCRETE FOOTINGS(TYPEOHSHFT) CU. YD K MEDINRRIERFOOTING ECH STRUCT. STEEL -POSTSFORTYPESIGNS POUND J, K STRUCT. STEEL -POSTSFOROHSIGNS(DESIGNB) POUND J STRUCT. STEEL -TRUSSESFOROHSIGNS(DESIGNB) POUND 70098(P) 10 J STRUCT. STEEL -PNELMTG.POSTSFOROHSIGNS(DESIGNB) POUND 4913(P) SIGN PNELSTYPE SQ. FT. 767(P) 4 B SIGN PNELSTYPEC SQ. FT , 6 C SIGN PNELSTYPED SQ. FT D SIGN PNELSTYPEE SQ. FT. 7 E SIGN PNELSTYPEEO SQ. FT. 9 I SIGN PNELSTYPEOH SQ. FT. 42(P) 176(P) 1744(P) 8 F SIGN PNELSTYPEOVERLY SQ. FT H DELINETORTYPEX4-6 ECH 58 8 G REFERENCEPOSTMRKER ECH 2 8 H HZRDMRKERX4-2 ECH 8 8 H CLERNCEMRKERX4-4 ECH 3 CHRTS_TB# PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn ESTIMTED QUNTITIES DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 2 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

3 SIGN NO. LOCTION SIZE (IN.) SBTH x NBTH x NBTH x SBTH x 90 SIGNTYPE (H PILEFOOTINGS) PNEL POST PILE RE (SQ.FT.) SIZE QUNT W 8 X W 4 X W 8 X W 6 X 20 2 L1 (FT.) L2 (FT.) DDITIONL STEEL PERPOST (LBS.) WEIGHT (LBS.) c d (IN.) (IN.) (FT.) P WEIGHT (LBS.) TOTL WEIGHT X H STRUCTURL (FT.) (FT.) STEEL (LBS.) NBTH x W 8 X TOTL c d c CHRTS_TB#1 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn X L 1 P FRICTION FUSE SE CONNECTION 2.0 STUB POST (L 1 IS POST NEREST RODWY) L Min. 7.0 Min. 2.0 STUB POST H-PILE POST BREKWY POSTS-H-PILE FOOTING P GROUND LINE [*************************************************************] POST QUNTITIES }*************!****************!*************!****************{ POST SIZE QUNTITY (1) POST SIZE QUNTITY (1) }*************#****************#*************#****************{ W4X LBS/FT W8X LBS/FT }*************#****************#*************#****************{ W5X LBS/FT W8X LBS/FT }*************#****************#*************#****************{ W6X LBS/FT W10X LBS/FT }*************#****************#*************#****************{ W8X LBS/FT <************* **************** ************* ****************> SPECIFIC NOTE: (1) Constant includes stub post weight GENERL NOTES: 1. Pile shall be the same size as the sign post and is to be driven to a 12 to 14 ton bearing capacity. 2. See sheets 48 and 49 for Structural Details, Type Signs (Breakaway). 3. Post lengths are approximate. 4. X is the distance from the edge of the thru lane to the first post. 5. H is the height above the pavement edge to the bottom edge of panel. 6. P is the length of H-pile post. 7. See sheet 71 for cross section. 8. See sheet for sign panels. TYPE SIGNS SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 3 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

4 SIGNPNELSTYPE C B SIGN NO. QUNT. NO. & TYPE POSTS KNEE BRCES QUNT. LEN. (FT.) MTG HT. (FT.) (1) SIZE (IN.) PNEL RE (SQ.FT.) TOTL RE (SQ.FT.) CODE NO. PNELLEGEND C U x 36 C U x x 36 C U x 30 C U x 48 C U x 60 C U x 96 (4) C U x 30 C U x 30 (4) C U x R1-1 STOP 6.00 R6-1(R) ONEWY 9.00 R1-1 STOP R2-1 SPEEDLIMIT R2-1 SPEEDLIMIT R2-1 SPEEDLIMIT R2-4b SPEEDLIMIT 70 MIN R3-30B LNECONTROL R3-30C LNECONTROL 6.25 R3-7 LEFTLNEMUSTTURNLEFT C U x R3-7 LEFTLNEMUSTTURNLEFT (5) C O x R3-7 LEFTLNEMUSTTURNLEFT C U x R3-7 RIGHTLNEMUSTTURNRIGHT (4) C U x R4-7 KEEPRIGHT C U x R5-1 DONOTENTER (4) C U x R5-1 DONOTENTER C U x R5-1 WRONGWY C U x R5-10d PEDSBIKESPROHIBITED C U x R6-1(L) ONEWY C U x x R6-1(L) R6-1(R) ONEWY ONEWY (3) C U x 36 C U x 48 C U x 48 C U x 48 C U x 48 (6) C O 48 x R16-X4 EMERGENCYSTOPONLY W3-1 STOPHED W3-3 SIGNLHED W4-1(R) MERGE W4-3(R) DDEDLNE W13-2 EXIT 25M.P.H. C U x x M3-3 SOUTH (2) 9.00 M1-1 INTERSTTE 35 (2) C U x x M3-3 SOUTH (2) 9.00 M1-5 MINNESOT 77 (2) CHRTS_TB#2 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn SPECIFIC NOTES: (1) Mounting height is minimum, see sheet 51 for Typical Mounting. (2) For punching and mounting details, see sheet 52. (3) Mounted back to back. C U C U C U (4) Mounted in concrete, see sheet 47. (5) Mounted on bridge median island, see sheet 54. (6) Mounted on bridge rail, see sheet x x x x x x 24 (4) C U x 48 TOTL M3-4 WEST (2) 4.00 M1-5 MINNESOT 70 (2) 2.00 M3-2 EST (2) 4.00 M1-5 MINNESOT 70 (2) 2.00 M3-2 EST (2) 4.00 M1-X4 COUNTY 30 (2) R5-1 DONOTENTER GENERL NOTES: 1. Post lengths are approximate and include embedment but do not include additional length required for splice. 2. See sheets for structural details. 3. See Standard Signs Manual for punching code, and detailed drawings of Type C sign panels. C SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 4 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

5 COUNTY COUNTY M MINNESOT SIGNPNELSTYPE D C POSTS MTG SIGN NO. KNEE HT. QUNT. NO. LEN. SPCING & BRCES (FT.) SIZE (FT.) (IN.) TYPE QUNT. (1) (IN.) (3) D U x 60 (4) D U x 84 (4) D U x 84 PNEL RE (SQ.FT.) TOTL RE (SQ.FT.) PNEL LEGEND E X IT E X IT 7 B E X IT 7 B (4) D U x E X IT 7 (4) D U x E X IT 7 (4) D U x E X IT 165 (4) D U x HOSPIT L EXIT 6 B D U x M innesota Zoo D U x D U x CHRTS_TB#3 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn D U x 24 D U x 66 D U x 78 D U x 66 (2) D O 54 x 66 SUB TOTL M innesota Zoo M MINNESOT 77 LEFT L NE NORTH 77 SOUTH NORTH M MINNESOT 77 SOUTH M MINNESOT 77 SEE SHEET 6 FOR NOTES D SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 5 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

6 M MINNESOT INTERSTTE INTERSTTE INTERSTTE INTERSTTE SIGNPNELSTYPE D C POSTS MTG SIGN NO. KNEE HT. QUNT. NO. LEN. SPCING & BRCES (FT.) SIZE (FT.) (IN.) TYPE QUNT. (1) (IN.) D U x 78 D U x 66 D U x 36 PNEL RE (SQ.FT.) TOTL RE (SQ.FT.) PNEL LEGEND SOUTH 77 NORTH M MINNESOT 77 RIGHT L NE Rock Creek Grantsburg D U x Grantsburg Rock Creek JCT D U x INTERSTTE 35 Duluth D U x St Paul M inneapolis NORTH D U x SOUTH NORTH D U x Duluth D U x SOUTH St Paul M inneapolis SOUTH D U x NORTH CHRTS_TB#4 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn D U x 54 SUB TOTL TOTL SPECIFIC NOTE: (1) Mounting height is minimum, see sheet 51 for Typical Mounting. (2) Mounted on bridge rail, see sheet 55. (3) See Standard Signs Manual (E5-1). (4) See Standard Signs Manual (E5-1a). GENERL NOTES: Post lengths are approximate and include embedment, but do not include additional length required for splice. St Paul M inneapolis Duluth 2. See sheets 50 to 52 for structural details. 3. See Standard Signs Manual for Type D stringer and panel-joint details. 4. See sheets for sign panels. D SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 6 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

7 SIGN NO. QUNT. LOCTION SIGNPNELSTYPEE SIZE (IN.) E-1 2-3, x 30 TOTL PNEL RE (SQ.FT.) TOTL RE (SQ.FT.) NO. POSTS SPCING LEGEND EXIT D SIGNPNELSTYPEEO E PNEL POSTS SIGN NO. QUNT. LOCTION SIZE (IN.) RE (SQ.FT.) TOTL RE (SQ.FT.) NO. SPCING LEGEND EO-1 4 OH (L),OH ,OH (R),OH (R) 96 x EXIT7 EO-2 4 OH (R),OH R),OH (L),OH (L) 96 x EXIT7B EO-3 1 OH (L) 78 x 30 TOTL EXIT CHRTS_TB#5 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn GENERL NOTES: 1. See sheets 56 for structural details. 2. Post spacing may be varied to miss members of OH sign structures. 3. See sheets 36 and 37 for sign panels. E & EO SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 7 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

8 CODE NO. SIGNPNELSTYPEOVERLY QUNT. SIZE N.) (I M x 24 M x 24 M1-5B 1 36 x 36 M1-5B 2 36 x 36 M1-5B 6 24 x 24 M1-5B 1 24 x 24 M1-5B 4 45 x 36 RE (SQ.FT.) TOTL (SQ.FT.) LEGEND INTERSTTE INTERSTTE35E 9.00 MINNESOT MINNESOT MINNESOT MINNESOT MINNESOT100 F REFERENCEPOSTMRKER (5) CODENO. QUNTITY SIZE(IN.) LEGEND (4) D x24 5 TOTL 2 G M x COUNTY28 M1-X x COUNTY30 M1-X x 24 M1-X x 36 M1-X x 24 M x 36 TOTL COUNTY COUNTY COUNTY COUNTY DELINETORS&MRKERS TYPE QUNT. LOCTION (1) WHITE(X4-6) 34 EXITNOSE (1) YELLOW(X4-6) 24 EXITNOSE H (2)(4) (X4-2) 8 EXITNOSE (3)(4) (X4-4)L 3 ISLND CHRTS_TB#6 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn SPECIFIC NOTES: (1) See Standard Signs Manual for Guide Delineator X4-6. (2) See Standard Signs Manual for Hazard Marker X4-2. (3) See Standard Signs Manual for Clearance Marker X4-4 (12x 36). (4) ttach to 3 lb/ft post (Mn/DOT 3401). (5) See Standard Signs Manual for Reference Post Marker. GENERL NOTES: 1. For Delineator and Marker placement, see sheet See roadway layouts for delineator and marker locations. OVERLY, DELINETOR & MRKER DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 8 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

9 SIGNPNELSTYPEOH I SIGNNO. LOCTION PNEL PNEL PNEL SIZE RE SIZE RE SIZE RE (IN.) (SQ.FT.) (IN.) (SQ.FT.) (IN.) (SQ.FT.) TOTL RE (SQ.FT.) OH NB 120 x OH SB 120 x OH NB 150 x x OH SB 144 x OH EB 120 x x OH WB 186 x x OH OH LoopD 120 x WB 174 x x OH WB 174 x x TOTL CHRTS_TB#7 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn GENERL NOTE: 1. See sheets for sign panels. 0H SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 9 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

10 SPN LEFT CNTILEVER SPN RIGHT CNTILEVER SPN LEFT CNTILEVER SPN SPN RIGHT CNTILEVER LEFT SPN RIGHT SPN C L TRUSS C L TRUSS C L TRUSS P SE L ELEV. LEFT POST ELEV. B BRIDGE TYPE BC BUTTERFLY ND CNTILEVER SPNS LEFT POST SE P L ELEV. P ELEV. B SE L ELEV. BRIDGE TYPE S SIMPLE SPN WITH CNTILEVERS RIGHT POST ELEV. B SE PL ELEV. ELEV. B LEFT POST CENTER POST RIGHT POST SE P L ELEV. SE P L ELEV. BRIDGE TYPE C ELEV. B CONTINUOUS SPNS OVERHED SIGNSTRUCTURES SIGN NO. STTION BRIDGE TYPE TRUSS TYPE LEFT CNT. SPNLENGTHS RIGHT SPNOR CNT. LEFTSPN RIGHT SPN LOWSTEEL ELEVTION SEEST-1 LEFT POST CENTER POST RIGHTPOST ELEVTION (1) TYPE ELEVTION (1) TYPE ELEVTION (1) B B B TYPE OH NB BC E OH SB BC E OH NB BC B (3) 7E OH SB BC E OH EB BC E OH WB S B (4) E OH OH LoopD BC E WB BC E OH WB BC E TBULTION OFOVERHED SIGNSTRUCTUREQUNTITIES SIGN NO. OH 1-77 OH 2-77 OH 3-77 OH 4-77 OH OH OH OH OH (2) TOTLS J STRUCT. STEELPOSTS LBS CHRTS_TB#8 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn MEDINRRIERFOOTING SIGNNO. STRUCT. STEELTRUSSES LBS STRUCT. STEELWLKWYSUPPORTS LBS. STRUCT. STEELWLKWYGRTING LBS. STRUCT. STEELPNELMTG.POSTS LBS CONCRETE FOOTINGS(SPRED) CU. YD. CONCRETE FOOTINGS(SHFT) CU. YD. LOCTION POSTSTEEL (LBS.) OH WB 781 TOTL 781 K 11.2 SPECIFIC NOTES: (1) Center line elevation = (2) Based on tabulated elevations and dimensions. Revise if necessary using quantity tables on ST-2. (3) Shaft footing (4) Median barrier footing, see sheet GENERL NOTES: 1. The subscript E on the post type denotes the post which has the hand hole and provisions for grounding, i.e. post type 3E. 2. Tabulated elevations and dimensions are approximate only. Fabrication dependent on these elevations and dimensions shall not be started until the Engineer has made final determination of them in the field. 3. Left and right designations are shown looking in direction of traffic flow See sheets 59 to 70 for details. 5. See sheets for cross section. OH SIGN DT SHEET DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 10 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

11 GENERL NOTES: - IT SHLL BE THE CONTRCTOR S RESPONSIBILITY TO UTILIZE THE GOPHER ONE CLL EXCVTION NOTICE SYSTEM (PHONE ), REQUIRED BY MINNESOT STTUTE 216D, FOR LL UTILITY LOCTIONS. - NO UTILITIES WILL BE FFECTED BY WORK ON THIS PROJECT. - THE SUBSURFCE UTILITY INFORMTION IN THIS PLN IS UTILITY QULITY LEVEL D. THIS UTILITY QULITY LEVEL WS DETERMINED CCORDING TO THE GUIDELINES OF CI/SCE 38-02, ENTITLED STNDRD GUIDELINES FOR THE COLLECTION ND DEPICTION OF EXISTING SUBSURFCE UTILITY DT. UTILITIES THE FOLLOWING LIST SHOWS THE UTILITY COMPNIES WITHIN THE PROJECT LIMITS T&T BRODND ONVOY CITY OF PPLE VLLEY POLITN COUNCIL (TRNSIT) CITY OF EGN POLITN COUNCIL (WSTE) CITY OF MENDOT HEIGHTS MN/DOT DKOT COUNTY HIGHWY DEPT. MOBILE PIPE LINE COMPNY DKOT ELECTRIC XCEL ENERGY NORTHERN NTURL GS PEOPLES NTURL GS CHRTS_TB#9 PTH & FILENME: IP_PWP:d \CHRTS_TB#.dgn FRONTIER COMMUNICTIONS, INC KOCH PIPELINE COMPNY, C.P. MCI WORLDCOM NETWORK SERVICE, INC. MCLEOD US BORD OF WTER COMMISSIONERS OF THE CITY OF ST PUL WILLIMS ENERGY SERVICE UTILITIES DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 11 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

12 RDWY_RD# PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn M innesota Zoo NEXT RIGHT -2 COUNTY 30 Diffley Rd EXIT 1 MILE OH T.H. 77 SB T.H. 77 NB SPEED LIMIT SOUTH MINNESOT 77 C-27 COUNTY 32 Cliff Rd EXIT 1 MILE 65 C-5 OH 2-77 COUNTY 32 Cliff Rd 1@ INTERSTTE 35E 2$ 127th St 3-1 EGN T. H. 77 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 12 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

13 RDWY_RD#1 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn E XIT M MINNESOT 13 St Paul Shakopee EXITS * MILE OH 3-77 MILE 5 D-1 COUNTY 30 D-9 M innesota Zoo D-8 C-21 COUNTY 30 Diffley Rd SEE SHEET 44 FOR SIGN PLCEMENT T.H. 77 SB T.H. 77 NB SEE SHEET 46 FOR DELINETION (PLN ) 395 MILE 5 EGN T. H. 77 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 13 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

14 RDWY_RD#2 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn C-23 SEE SHEET 44 FOR SIGN PLCEMENT T.H. 77 SB T.H. 77 NB SEE SHEETS 23 & 24 FOR DIFFLEY RD SIGNING DIFFLEY RD CO 30 SEE SHEET 44 FOR SIGN PLCEMENT C-23 D-10 D-11 COUNTY 30 M innesota Zoo EGN T. H. 77 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 14 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER ONLY ONLY ONLY C-8

15 RDWY_RD#3 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn T. H. 77 NB T.H. 77 SB 415 SEE SHEET 46 FOR DELINETION (PLN ) SEE SHEET 44 FOR SIGN PLCEMENT E XIT D-1 COUNTY C Diffley Rd OH 4-77 EGN T. H. 77 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 15 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

16 RDWY_RD#4 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn BICYCLES MOTORIZED BICYCLES PROHIBITED SIGN PLCEMENT EXIT 25 M.P.H. C-24 E X IT 7 B D-2 C-25 EO-1 EO-1 OH OH COUNTY 34 EO-2 Norm andale Blvd NORMNDLE BLVD M MINNESOT 100 $ MILE M MINNESOT 100 E X IT 7 E X IT 7 E X IT 7 B SEE SHEET 44 FOR SIGN PLCEMENT SEE SHEET 44 FOR SEE SHEET 46 FOR DELINETION (PLN ) BR 27V T.H SEE SHEET 46 FOR DELINETION (PLN B) 5 SEE SHEET 44 FOR SIGN PLCEMENT E X IT 7 B D-3 EXIT 25 M.P.H. C-25 SEE SHEET 44 FOR SIGN PLCEMENT C-24 COUNTY 28 E Bush Lake EMERGENCY STOPPING ONLY NON-MOTORIZED TRFFIC Rd $ MILE PEDESTRINS C-20 EO-3 5 E X IT 8 OH T.H. 100 COUNTY 34 Norm andale Blvd BLOOMINGTON T. H. 494 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 16 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER EO-2 E X IT 7 B

17 RDWY_RD#5 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn (PLN B) EMERGENCY STOPPING ONLY PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED C-20 SEE SHEET 44 FOR SIGN PLCEMENT 5 E X IT 7 C-23 SEE SHEET 44 FOR SIGN PLCEMENT D-4 10 SEE SHEET 46 FOR DELINETION T.H SEE SHEET 46 FOR DELINETION (PLN ) SEE SHEET 44 FOR SIGN PLCEMENT C SEE SHEET 44 FOR SIGN PLCEMENT E X IT 7 D-5 COUNTY 34 Norm andale Blvd $ MILE EO-2 E X IT 7 B 5 OH M MINNESOT 100 EO-1 E X IT 7 EXIT ONLY BLOOMINGTON T. H. 494 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 17 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

18 RDWY_RD#6 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn HOSPIT L EXIT 6 B D T.H COUNTY 34 EO-2 E X IT 7 B Norm andale Blvd 1$ MILES OH M MINNESOT MILE BLOOMINGTON T. H. 494 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 18 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER EO-1 E X IT 7 EXIT ONLY

19 RDWY_RD#7 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn M MINNESOT 70 Rock Creek Grantsburg 1 MILE -3 E S.B. T.H N.B. T.H T. H. 35 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 19 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER E X IT 16 5 Rush City 5 M MINNESOT St Paul 59-4 SPEED LIMIT 70 MINIMUM 40 C-6 SOUTH INTERSTTE 35 C-26

20 S.B. T.H N.B. T.H. 35 RDWY_RD#8 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn E-1 E X IT 16 5 M MINNESOT 70 Rock Creek Grantsburg -5 T. H. 35 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 20 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

21 RDWY_RD#9 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn Rock Creek Grantsburg D-18 C-21 E X IT 16 5 D-6 SEE SHEET 44 FOR SIGN PLCEMENT T.H. 35 S.B T.H. 35 N.B. SEE SHEET 46 FOR DELINETION (PLN ) SEE SHEETS 25 & 26 FOR MINNESOT 70 SIGNING T. H. 35 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 21 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER MINN. 70 W.B. MINN. 70 E.B. SEE SHEET 44 FOR SIGN PLCEMENT C-23

22 RDWY_RD#10 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn C-23 SEE SHEET 44 FOR SIGN PLCEMENT N.B. T.H. 35 S.B. T.H. 35 SEE SHEET 46 FOR DELINETION (PLN ) SEE SHEETS 25 & 26 FOR MINNESOT 70 SIGNING T. H. 35 ST DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 22 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER SEE SHEET 44 FOR SIGN PLCEMENT E X IT 16 5 D-6 C-21 Grantsburg Rock Creek D-19

23 RDWY_RD#1 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn ONEWY BY OTHERS ONLY ONLY C-7 RIGHT LNE MUST TURN RIGHT NORTH M MINNESOT 77 D-14 C-13 C-12 NORTH M MINNESOT 77 SOUTH D-13 LEFT L NE D-12 ONEWY BY OTHERS DO NOT ENTER C-15 ONEWY C-13 ONLY ONLY C-7 M MINNESOT 77 DO NOT ONEWY ENTER C T.H. 77 SB DIFFLEY RD C-9 SOUTH M MINNESOT 77 D-15 ONEWY C-13 DO NOT ENTER C-15 SPEED LIMIT 40 C-4 C-13 LEFT LNE MUST TURN LEFT C-12 DO NOT ENTER C-14 C-20 RIGHT LNE MUST TURN RIGHT ONEWY BY OTHERS C-16 PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED C EGN WRONG WY DO NOT ENTER C-31 EMERGENCY STOPPING ONLY PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED DIFFLEY ROD INTERCHNGE 1 OF 2 DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 23 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER LEFT LNE RIGHT LNE 510 MUST TURN LEFT MUST TURN RIGHT C-10 C-12

24 RDWY_RD#12 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn C EMERGENCY WRONG WY STOPPING 160 ONLY PEDESTRINS C-16 BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED C-20 PEDESTRINS Duluth D-23 BICYCLES MOTORIZEDBICYCLES NON-MOTORIZED TRFFIC PROHIBITED BR STOP STOP C-17 C-14 C-11 ONEWY S.B. T.H. 35 N.B. T.H. 35 ONEWY C-13 C-19 WEST C-1 C-16 D-24 EMERGENCY STOPPING ONLY PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED C-20 C-1 C-17 DO NOT C-13 ONEWY C-19 EST MINNESOT 70 C-29 ONEWY ENTER C-14 MTCH LINE 1 SEE SHEET 26 T.H. 70 WB T.H. 70 EB MINN. 70 INTERCHNGE SHEET 1 OF 2 DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 25 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER RIGHT LNE MUST TURN RIGHT NORTH INTERSTTE 35 MTCH LINE 2 SEE SHEET 26 DO NOT ENTER LEFT LNE MUST TURN LEFT MINNESOT 70 C-28 PEDESTRINS BICYCLES MOTORIZEDBICYCLES NON-MOTORIZED TRFFIC PROHIBITED WRONG WY INTERSTTE 35 SOUTH St Paul M inneapolis RIGHT LNE MUST TURN RIGHT C-12

25 RDWY_RD#13 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn C-10 LEFT LNE MUST TURN LEFT C-12 RIGHT LNE MUST TURN RIGHT WRONG WY T.H. 77 NB C-16 PEDESTRINS BICYCLES MOTORIZEDBICYCLES NON-MOTORIZED TRFFIC PROHIBITED C-17 DO NOT ENTER 310 EST COUNTY 30 ONEWY STOP C-2 C DO NOT ENTER C C-18 C-13 ONEWY SPEED LIMIT 40 C-4 C-14 STOP C-1 DIFFLEY RD ONEWY ONEWY M MINNESOT D-17 C RIGHT L NE C-20 RIGHT LNE MUST TURN RIGHT C-12 D-16 EMERGENCY STOPPING ONLY PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED SOUTH M MINNESOT 77 NORTH EGN DIFFLEY ROD INTERCHNGE 2 OF 2 DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 24 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

26 RDWY_RD#14 PTH & FILENME: IP_PWP:d \RDWY_RD#.dgn SPEED LIMIT 55 C-3 SOUTH D-22 Duluth St Paul M inneapolis D-21 JCT INTERSTTE 35 D-20 NORTH INTERSTTE T.H. 70 WB T.H. 70 WB T.H. 70 EB MTCH LINE 1 SEE SHEET 25 MTCH LINE 2 SEE SHEET 25 T.H. 70 EB MINN. 70 INTERCHNGE SHEET 2 OF 2 DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 26 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER SPEED LIMIT 55 C-3 SOUTH INTERSTTE 35 NORTH D-25 St Paul M inneapolis Duluth D-26 JCT INTERSTTE 35 D-20

27 COUNTY 32 Cliff Rd INTERSTTE 35E th St Minnesota Zoo NEXT RIGHT PNELS_SP# PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn ; 12.0 Radius, 2.0 Border, White on Green; [Cliff Rd] E Mod; [1 ] E Mod; [2 ] E Mod; [127th St] E Mod; [3] E Mod; ; 6.0 Radius, 2.0 Border, White on Brown; [Minnesota Zoo] E Mod; [NEXT RIGHT] E Mod; SEE SHEET 29 FOR NOTES TYPE SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 27 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

28 87.0 M MINNESOT Rock Creek Grantsburg 1 MILE Rush City M MINNESOT St Paul PNELS_SP#1 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn ; 12.0 Radius, 3.0 Border, White on Green; [Rock Creek] E Mod; [Grantsburg] E Mod; [1 MILE] E Mod; ; 12.0 Radius, 2.0 Border, White on Green; [Rush City] E Mod; [5] E Mod; [17] E Mod; [St Paul] E Mod; [59] E Mod; SEE SHEET 29 FOR NOTES TYPE SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 28 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

29 M MINNESOT Rock Creek Grantsburg PNELS_SP#2 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn 210-5; 12.0 Radius, 3.0 Border, White on Green; [Rock Creek] E Mod; [Grantsburg] E Mod; rrow {; NOTES: 1. Corners of the sign panels extending beyond the border shall not be trimmed. 2. See Standard Signs Manual for fraction, arrow and overlay details. TYPE SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 29 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

30 HOSPIT L EXIT 6 B D-8; 3.0 Radius, 1.0 Border, White on Brown; [Minnesota Zoo] E Mod; rrow {; Minnesota Zoo D-7; 6.0 Radius, 1.3 Border, White on Blue; [HOSPITL] E Mod; [EXIT 6B] E Mod; COUNTY COUNTY PNELS_SP#8 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn D-9; 6.0 Radius, 1.3 Border, White on Green; D-10; 6.0 Radius, 1.3 Border, White on Green; rrow {; rrow {; SEE SHEET 35 FOR NOTES TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 30 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

31 D-11; 3.0 Radius, 1.0 Border, White on Brown; rrow {; [Minnesota Zoo] E Mod; Minnesota Zoo PNELS_SP#9 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn 12.0 M MINNESOT LEFT L NE D-12; 6.0 Radius, 1.3 Border, White on Green; [LEFT] E Mod; [LNE] E Mod; NORTH M MINNESOT SOUTH D-13; 9.0 Radius, 1.5 Border, White on Green; rrow {; [NORTH] E Mod; NORTH M MINNESOT D-14; 6.0 Radius, 1.3 Border, White on Green; [NORTH] E Mod; rrow {; rrow {; [SOUTH] E Mod; SEE SHEET 35 FOR NOTES TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 31 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

32 SOUTH M MINNESOT SOUTH 27.0 M MINNESOT NORTH D-15; Radius, 1.3 Border, White on Green; [SOUTH] E Mod; rrow {; M MINNESOT D-16; 9.0 Radius, 1.5 Border, White on Green; rrow {; [SOUTH] E Mod; [NORTH] E Mod; 8 PNELS_SP#10 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn RIGHT 33.8 L NE rrow {; D-18; 3.0 Radius, 1.0 Border, White on Green; Rock Creek Grantsburg D-17; 48 rrow {; [Rock Creek] E Mod; [Grantsburg] E Mod; rrow {; 6.0 Radius, 1.3 Border, White on Green; [RIGHT] E Mod; [LNE] E Mod; SEE SHEET 35 FOR NOTES TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 32 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

33 Grantsburg Rock Creek JCT 9.0 INTERSTTE D-19; 3.0 Radius, 1.0 Border, White on Green; rrow {; [Grantsburg] E Mod; [Rock Creek] E Mod; rrow {; D-20; 6.0 Radius, 1.3 Border, White on Green; [JCT] E Mod; PNELS_SP#1 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn Duluth D-21; 6.0 Radius, 1.3 Border, White on Green; St Paul M inneapolis rrow {; [Duluth] E Mod; [St Paul] E Mod; [Minneapolis] E Mod; rrow {; SEE SHEET 35 FOR NOTES TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 33 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

34 NORTH NORTH INTERSTTE Duluth PNELS_SP#12 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn INTERSTTE SOUTH D-22; 9.0 Radius, 1.5 Border, White on Green; rrow {; [NORTH] E Mod; [SOUTH] E Mod; rrow {; D-23; 9.0 Radius, 1.5 Border, White on Green; rrow {; [NORTH] E Mod; [Duluth] E Mod; INTERSTTE SOUTH St Paul M inneapolis D-24; 9.0 Radius, 1.5 Border, White on Green; rrow {; [SOUTH] E Mod; [St Paul] E Mod; [Minneapolis] E Mod; SEE SHEET 35 FOR NOTES TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 34 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

35 SOUTH INTERSTTE NORTH St Paul M inneapolis Duluth D-26; 6.0 Radius, 1.3 Border, White on Green; PNELS_SP#13 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn D-25; 9.0 Radius, 1.5 Border, White on Green; rrow {; [SOUTH] E Mod; [NORTH] E Mod; rrow {; NOTES: 8 overlay details. rrow {; [St Paul] E Mod; [Minneapolis] E Mod; [Duluth] E Mod; rrow {; 1. See Standard Signs Manual for arrow, fraction and TYPE D SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 35 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

36 EXIT E-1; 6.0 Radius, 2.0 Border, White on Green; [EXIT 165] E Mod; PNELS_SP#14 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn NOTE: 1. Corners of the sign panels extending beyond the border shall not be trimmed. TYPE E SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 36 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

37 EXIT EXIT 7 B EO-1; 6.0 Radius, 2.0 Border, White on Green; 96 EO-2; 6.0 Radius, 2.0 Border, White on Green; [EXIT 7] E Mod; [EXIT 7B] E Mod; PNELS_SP#15 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn EXIT EO-3; 6.0 Radius, 2.0 Border, White on Green; [EXIT 8] E Mod; NOTE: 1. Corners of the sign panels extending beyond the border shall not be trimmed. TYPE EO SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 37 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

38 COUNTY Diffley Rd EXIT 1 MILE COUNTY Cliff Rd EXIT 1 MILE PNELS_SP#3 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn OH 1-77; Radius, 2.0 Border, White on Green; [Diffley] E Mod; [Rd] E Mod; [EXIT 1 MILE] E Mod; 11.1 OH 2-77; Radius, 2.0 Border, White on Green; [Cliff Rd] E Mod; [EXIT 1 MILE] E Mod; SEE SHEET 42 FOR NOTES TYPE OH SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 38 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

39 M MINNESOT St Paul Shakopee EXITS MILE COUNTY Diffley Rd PNELS_SP#4 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn OH 3-77(L); Radius, 2.0 Border, White on Green; [St Paul] E Mod; [Shakopee] E Mod; [EXITS MILE] E Mod; OH 3-77(R) & OH 4-77; Radius, 2.0 Border, White on Green; 48.4 [Diffley] E Mod; [Rd] E Mod; rrow {; SEE SHEET 42 FOR NOTES TYPE OH SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 39 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

40 M MINNESOT MILE COUNTY Norm andale Blvd OH (L); 9.0 Radius, 2.0 Border, White on Green; [ MILE] E Mod; OH (R) ; 12.0 Radius, 2.0 Border, White on Green; [Normandale] E Mod; [Blvd] E Mod; rrow {; PNELS_SP#5 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn COUNTY E Bush Lake 96.2 Rd MILE COUNTY Norm andale Blvd OH (R) ; 12.0 Radius, 2.0 Border, White on Green; [Normandale] E Mod; [Blvd] E Mod; rrow {; 186 OH (L); 12.0 Radius, 2.0 Border, White on Green; [E Bush Lake] E Mod; [Rd] E Mod; [ MILE] E Mod; SEE SHEET 42 FOR NOTES TYPE OH SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 40 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

41 15.9 M MINNESOT OH ; 9.0 Radius, 2.0 Border, White on Green; rrow {; PNELS_SP#6 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn COUNTY Norm andale Blvd MILE OH (L); 12.0 Radius, 2.0 Border, White on Green; OH (R); M MINNESOT Radius, 2.0 Border, White on Yellow; [EXIT ONLY] Black E Mod; 83.1 EXIT ONLY 12.0 Radius, 2.0 Border, White on Green; rrow {; [Normandale] E Mod; [Blvd] E Mod; [ MILE] E Mod; SEE SHEET 42 FOR NOTES TYPE OH SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 41 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

42 COUNTY Norm andale Blvd 1 M ILES EXIT M MINNESOT MILE ONLY OH (R); 12.0 Radius, 2.0 Border, White on Green; 11.4 PNELS_SP#7 PTH & FILENME: IP_PWP:d \PNELS_SP#.dgn [1 MILE] E Mod; Radius, 2.0 Border, White on Yellow; OH (L); 12.0 Radius, 2.0 Border, White on Green; [EXIT] Black E Mod; Down rrow { Black; [Normandale] E Mod; [Blvd] E Mod; [1 MILES] E Mod; [ONLY] Black E Mod; NOTES: 1. Corners of the sign panel extending beyond the border shall not be trimmed. 2. See Standard Signs Manual for arrow, fraction and overlay details. TYPE OH SIGN PNELS DRWN BY: CHECKED BY: RS CERTIFIED BY LIC. NO DTE 2/5/2013 STTE PROJ. NO. SHEET NO. 42 OF 73 SHEETS LICENSED PROFESSIONL ENGINEER

43 SIZE STD_STD#3 PTH & FILENME: IP_PWP:d \STD_STD#.dgn 12x6 STTE OF MINNESOT DEPRTMENT OF TRNSPORTTION STNDRD SIGN DRWING OH SIGN IDENTIFICTION PLTE DIMENSION RDIUS MRGIN BORDER a b c d e f g h i j k l m n o p q r s t u v w x y z 2 2-C VR. DI. HOLE VR. a z a PUNCH CODE NOTES: 1) LL DIMENSIONS ND SIZES SHOWN RE IN INCHES. 2) USE PPROPRITE NUMERLS. 3) PLTE MTERIL - (MN/DOT b). 4) GREEN CKGROUND - (MN/DOT b). 5) WHITE NUMERLS OR LETTERS - (MN/DOT b). SIGN FCE BOLT BRCKET STINLESS STEEL STRP ( x 0.03 MIN.) POST GLVNIZED OR STINLESS STEEL BRCKET, BOLT ND WSHER. STRP MOUNTING DETIL STTE PROJ. NO. SHEET NO. 43 OF 73 SHEETS

44 GORE PLCEMENT RODSIDE PLCEMENT THRU RODWY CK OF PVED GORE OR CONCRETE NOSE 100 MX. CURB FCE OR EDGE OF SHOULDER EXIT SIGN 8 (1) 7 MIN. 9 MIN. 12 FROM EDGE OF SHOULDER OR CURB FCE C L RODWY H (SEE SIGN DT SHEET) MTG. HT. (SEE SIGN DT SHEET) E.P. X (SEE SIGN DT SHEET) 7 MIN. Y RMP 8 MIN. (1) ROUTE MRKER, REGULTORY & WRNING SIGNS - TYPE C MINOR GUIDE SIGNS - TYPE D MJOR GUIDE SIGN - TYPE 200 THRU RODWY NOTES: 1. IF SECONDRY SIGN IS MOUNTED BELOW MJOR SIGN, THE MJOR SIGN SHLL BE T LEST 8 BOVE THE PVEMENT MERGE 12 (2) EDGE ND THE SECONDRY SIGN T LEST 5. SIGN 12 (2) RMP/LOOP 2. LL ROUTE MRKERS, WRNING ND REGULTORY SIGNS SHLL BE T LEST 6 BOVE PVEMENT EDGE EXCEPT WHERE HEVY PEDESTRIN TRFFIC IS ENCOUNTERED THEY SHLL BE SIGN FCES SHLL BE VERTICL. 4. OVERHED SIGNS SHLL BE POSITIONED T RIGHT NGLES TO THE STD_STD#4 PTH & FILENME: IP_PWP:d \STD_STD#.dgn SPECIFIC NOTES: (1) EXIT SIGNS IF THESE OFFSETS CNNOT BE TTINED WITHIN 100 FEET OF THE PVED GORE, 4 FOOT OFFSET IS CCEPTBLE. IF THE 4 FOOT OFFSETS CNNOT BE TTINED WITHIN 100 FEET OF THE PVED GORE, CONTCT THE OTSO SIGNING UNIT. (2) MERGE SIGNS IF THESE OFFSETS CNNOT BE TTINED WITHIN 200 FEET OF THE PVED GORE, 4 FOOT OFFSET IS CCEPTBLE. IF THE 4 FOOT OFFSETS CNNOT BE TTINED WITHIN 200 FEET OF THE PVED GORE, CONTCT THE OTSO SIGNING UNIT THRU RODWY UNLESS OTHERWISE NOTED. TO VOID SPECULR GLRE, SHLL BE PPROXIMTELY 93 FOR SIGNS LOCTED LESS THN 30 FROM THE EDGE OF PVEMENT ND PPROXIMTELY 92 FOR SIGNS LOCTED 30 OR MORE FROM EDGE OF PVEMENT. THIS PPLIES TO SIGNS TYPE, C, & D ND INCLUDES SIGNS IN THE GORE. Y IS THE PERPENDICULR DISTNCE FROM THE GROUND LINE TO THE FRICTION FUSE ON THE POST. THIS DISTNCE SHLL BE T LEST 7. WHERE X IS LESS THN 30, H SHLL, BE WHERE X IS 30 OR GRETER, MINIMUM ND PREFERRED H IS 5. LTERL CLERNCES GIVEN PPLY TO RIGHT ND OR LEFT SIDE INSTLLTION. 9. WHEN TYPE SIGN IS INSTLLED DIRECTLY BEHIND TRFFIC RRIER, THE LEFT EDGE OF THE SIGN PNEL SHLL BE LOCTED MINIMUM OF 4 FEET BEHIND THE FCE OF THE TRFFIC RRIER. SIGN PLCEMENT Revised STTE PROJ. NO. SHEET NO. 44 OF 73 SHEETS

45 REVISED STD_STD#5 PTH & FILENME: IP_PWP:d \STD_STD#.dgn EMERGENCY STOPPING ONLY PEDESTRINS BICYCLES MOTORIZED BICYCLES NON-MOTORIZED TRFFIC PROHIBITED ONEWY FREEWY ONEWY 100 ONEWY STNDRD SIGN PLCEMENT REGULTORY, WRONG WY, ND EXCLUSION SIGNS ON FREEWY DIMOND INTERCHNGE RMPS ONEWY DDITIONL SIGN REQUIRED WHEN RMP IS 3 LNES OR WIDER STTE PROJ. NO. SHEET NO. 45 OF 73 SHEETS PEDESTRINS WRONG WY BICYCLES MOTORIZEDBICYCLES NON-MOTORIZED TRFFIC DO NOT PROHIBITED ENTER

46 MINIMUM OF 4 YELLOW GUIDE DELINETORS (X4-6) SPCING: 80 1 RMP E XIT EXIT SIGN BEGINNING T EXIT SIGN OR 100 MXIMUM FROM PVED GORE HZRD MRKER (X4-2) T NOSE 3 RISED ISLND CLERNCE MRKER (X4-4) 4 9 MINIMUM OF 3 WHITE OPPOSITE GUIDE DELINETORS (X4-6) FIRST YELLOW SPCING: 100 DELINETOR PLN RMP DELINETION 4 RISED ISLND HZRD MRKER (X4-2) DI. HOLES ON 3 CENTERS 1 MN/DOT 3401 NORML WEIGHT= 2 LB./FT. DELINETOR POST MINIMUM OF 5 YELLOW GUIDE DELINETORS (X4-6) STD_STD#6 PTH & FILENME: IP_PWP:d \STD_STD#.dgn LOOP EXIT SIGN SPCING: 50 BEGINNING T EXIT SIGN OR 50 MXIMUM FROM PVED GORE HZRD MRKER (X4-2) T NOSE OPPOSITE FIRST YELLOW THRU LNE RMP 4 SHOULDER 8 4 ONE TENTH MILE MRKER 2-8 (4x4) GUIDE DELINETOR (X4-6) (8x24) WHITE OR YELLOW THRU LNE THRU LNE 4 SHOULDER 4 SHOULDER REFERENCE POST MRKER LIGNMENT MRKER (4x8) MINIMUM OF 3 WHITE GUIDE DELINETORS (X4-6) SPCING: 100 DELINETOR TYPICL PLCEMENT PLN B LOOP DELINETION DELINETORS ND MRKERS Revised STTE PROJ. NO. SHEET NO. 46 OF 73 SHEETS

47 NOTE: CORE OR PREFORM 6 (+1/2 ) DIMETER - HOLE FOR ECH POST. CONCRETE OR BITUMINOUS ISLND STD_STD#7 PTH & FILENME: IP_PWP:d \STD_STD#.dgn FLNGED CHNNEL POST MOUNTED THROUGH SURFCED MEDIN OR SIDEWLK Revised STTE PROJ. NO. SHEET NO. 47 OF 73 SHEETS

48 SIGN POST FLNGE THICKNESS - (TYP.) TYP. W TYP. SE PLTE REMOVE LL GLVNIZING RUNS OR BEDS IN WSHER RE C 1 1 t t C GROUND LINE H.S. BOLT WITH HEVY HEX. NUT & 3 WSHERS WITH ECH BOLT. SEE TBLE FOR BOLT DIMETER ND TORQUE. SEE BOLTING PROCEDURE. B SE PLTE STIFFENER PLTE (SEE DETIL) INSTLL KEEPER PLTE BELOW WSHER DI. LIFTING HOLE (OPTIONL) B W STUB POST E D E TYP t W B C R R SIGN POST SECTION STUB POST SECTION B-B (SEE TBLE FOR DIMENSIONS) SECTIONS SHOWN RE FOR INSTLLTIONS ON RIGHT SHOULDER ND IN GORE. PLTE SLOT BEVELS RE OPPOSITE HND FROM THT SHOWN C B R FURNISH TWO-.012 THICK ND TWO THICK SHIMS PER POST. SHIMS SHLL BE FBRICTED FROM BRSS SHIM STOCK OR STRIP CONFORMING TO.S.T.M. B SHIM DETIL - BOLTING PROCEDURE - SE CONNECTION 1. SSEMBLE SIGN POST TO STUB POST WITH BOLTS ND WITH ONE OF THE FLT WSHERS ON ECH BOLT BETWEEN PLTES. 2. SHIM S REQUIRED TO PLUMB POST. 3. TIGHTEN LL BOLTS THE MXIMUM POSSIBLE WITH 12 OR 15 WRENCH TO BED WSHERS ND SHIMS ND TO CLEN BOLT THREDS, THEN LOOSEN ECH BOLT IN TURN ND RETIGHTEN IN SYSTEMTIC ORDER TO THE PRESCRIBED TORQUE. (SEE TBLE) 4. BURR THREDS T JUNCTION WITH NUT USING CENTER PUNCH TO PREVENT NUT LOOSENING. SIGN POST ND STUB POST FOR INSTLLTIONS ON LEFT SHOULDER. 4 MX. ELEVTION GROUND LINE GROUND LINE 60 SE 2B + POST DEPTH 2C + POST DEPTH PLTE THICKNESS=t 2 CONNECTION 2.0 STUB POST VIEW C-C E HOLE DI=2R P PILE DRIVEN POST MXIMUM PROJECTION OF STUB POST SHLL NOT EXTEND BEYOND LINE, BOVE ND 4 PRLLEL STD_STD#8 PTH & FILENME: IP_PWP:d \STD_STD#.dgn D E KEEPER PLTE DIMENSION BOLT SIZE POST SIZE ND TORQUE W4X13 DI. x 3- W5X16 TORQUE=600# W6X20 DI. x 4- W8X24 TORQUE=800# 28 G. GLV. STEEL SHEET B STIFFENER PLTE DETIL (SEE TBLE FOR DIMENSIONS) SE CONNECTION DT B C D E t t W R G H J H-PILE FOOTING FUSE ND HINGE PLTE DT K L M d d t 1 1 FOOTING DT BOLT STUB POST H PILE POST DI. LENGTH 1 P(MIN. LENGTH) TO NY CHORD, WHICH IS PERPENDICULR TO (OR LIGNED RDILLY TO) THE CENTERLINE OF THE HIGHWY ND HS ITS (THE CHORD S) END POINTS ON THE GROUND SURFCE ON OPPOSITE SIDES OF THE STUB POST. SPECIFIC NOTES: 1 2 MESURED FROM TOP OF SE PLTE OLD BEM DEPTH = 10. NEW REVISED BEM DEPTH = 9-. KEEPER PLTES MUST BE FBRICTED CCORDINGLY 2 1 DI. x 5 W8X28 TORQUE=1000# W8X31 1- DI. x W10X39 TORQUE=1200 # TYPE SIGN STRUCTURL DETILS H-PILE FOOTING SHEET 1 OF 2 Revised STTE PROJ. NO. SHEET NO. 48 OF 73 SHEETS