INDEX QUANTITIES SHEET NO. DESCRIPTION STATE PROJ. NO (TH 94) ST1 QUANTITIES ST2-ST11 TABULATIONS ST12-ST24 ROADWAY LAYOUTS ST25-ST33

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1 INDEX SHEET NO. DESCRIPTION POTTED/REVISED:/8/06 TBUTIONOFQUNTITIES TOT SHEET TB NO ITEM UNIT SIGNING QUNTITIES ST ST ST-ST ST-ST4 ST5-ST33 ST34-ST50 ST5-ST53 QUNTITIES TBUTIONS RODWY YOUTS SIGN PNE YOUTS DETIS CROSS SECTIONS REMOVEDEINETOR ECH 4 REMOVEMRKER ECH 4 ST ST REMOVESIGNTYPE ECH 3 REMOVESIGNTYPEC ECH 30 STE ST6 REMOVESIGNTYPED ECH 4 STM ST8 REMOVESIGNTYPEE ECH STG ST6 SVGESIGNTYPED ECH STJ ST8 SVGESIGNTYPEE ECH STR ST CONCRETE FOOTINGS(TYPEOHSPRED) CUYD 8.7 STR ST CONCRETE FOOTINGS(TYPEOHSHFT) CUYD 4. STB ST3 STRUCT STEE-POSTSFORTYPESIGNS (P) POUND 904 STR ST STRUCT STEE-POSTSFOROHSIGNS(B) (P) POUND 645 STR ST STRUCT STEE-TRUSSESFOROHSIGNS(B) (P) POUND 8057 STR ST STR STEE-PNEMTPSTFOROHSIGNS(B) (P) POUND 03 STB ST3 SIGN PNESTYPE (P) SQ FT 3 STD,STH ST4,ST5 SIGN PNESTYPEC SQ FT 405 STI,STF ST5,ST7 SIGN PNESTYPED SQ FT 576 Rural Sample Plan_CHRTS PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn STK,STN ST8 SIGN PNESTYPEE (P) SQ FT 50 STO ST8 SIGN PNESTYPEEO (P) SQ FT 45 STU ST SIGN PNESTYPEOVERY SQ FT 97 STS ST0 SIGN PNESTYPEOH (P) SQ FT 338 STC ST SIGN PNEOVERYTYPE (P) SQ FT 538 STQ ST0 SIGN PNEOVERYTYPEOH (P) SQ FT 05 ST ST8 SIGN PNEOVERYTYPEE (P) SQ FT 3 STG ST6 INSTSIGNTYPED ECH STJ ST8 INSTSIGNTYPEE ECH STP ST0 OVERHEDSIGNIDENTIFICTIONPTE ECH STV ST9 DEINETOR ECH 4 STT ST9 REFERENCEOCTIONSIGN ECH STW ST9 CERNCEMRKERX4-4 ECH (P) DENOTES PN QUNTITY I HEREBY CERTIFY THT SHEETS ST-ST53 WERE PREPRED BY ME OR UNDER MY DIRECT SUPERVISION ND THT I M DUY UNDER THE WS OF THE STTE OF MINNESOT. PRINT NME: ROBERT HEENN ICENSE # 98 DTE: /8/06 SIGNTURE: DESIGN SQUD N. BOCKWINKE, K. PETER QUNTITIES STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS

2 POTTED/REVISED:/8/06 REMOVE SIGNTYPE PNESIZE() ST SIGN QTY EXTRUDED FT SIZE() OCTION NO TYPE SHEET NON BREK-WY ECH INCH BREK-WY FEET FEET I EB 98 x 68 W 8 x I WB 98 x 6 W 8 x I WB 98 x 56 W 8 x TOT 3 POSTS SPECIFICNOTE: ()SIZESREPPROXIMTE PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn SIGNPNEOVERYTYPE STC SIGN OVERY RE OCTION NO INCH SQ FT I EB 9 x I EB 9 x I WB 44 x GENERNOTE:. SEESHEETST6FORSIGNPNEOVERYS. TOT CODENO. QTY SIGNPNESTYPEOVERY SIZE RE TOT INCH SQ FT SQ FT EGEND M- 0 4 x INTERSTTE94 M-5B 5 36 x MINNESOT5 M-5B 4 x MINNESOT5 M-6 4 x COUNTY8 TOT STU TBUTIONS-TYPE ND OVERYS DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS

3 POTTED/REVISED:/8/06 SIGN TYPE (H PIEFOOTINGS) PNE POST PIE TOT SIGN OCTION SIZE RE STEE WEIGHT c d "P" WEIGHT STRUCTUR SIZE QTY NO PERPOST STEE I EB 98 x 68 ENGTH DDITION INCH SQ FT FEET BS BS INCH INCH FEET BS BS FEET FEET 3.00 W 8 x TOT 3.00 TOT WEIGHT "X" STB "H" c d c 3 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn X "P" FRICTION FUSE BSE CONNECTION.0' STUB POST "P" 7.0' Min. 7.0' Min..0' STUB POST H PIE POST BREKWY POSTS-H-PIE FOOTING GROUND INE [*************************************************************] POST QUNTITIES }*************!****************!*************!****************{ POST SIZE QUNTITY () POST SIZE QUNTITY () }*************#****************#*************#****************{ W4X BS/FT W8X BS/FT }*************#****************#*************#****************{ W5X BS/FT W8X BS/FT }*************#****************#*************#****************{ W6X BS/FT W0X BS/FT }*************#****************#*************#****************{ W8X4 8+4 BS/FT <************* **************** ************* ****************> SPECIFIC NOTE: () CONSTNT INCUDES STUB POST WEIGHT. GENER NOTES:. PIE SH BE THE SME SIZE S THE SIGN POST ND IS TO BE DRIVEN TO TO 4 TON BERING CPCITY.. SEE SHEETS ST36 ND ST37 FOR STRUCTUR DETIS. 3. POST ENGTHS RE PPROXIMTE. 4. "X" IS THE DISTNCE FROM THE EDGE OF THE THRU NE TO THE FIRST POST. 5. "H" IS THE HEIGHT BOVE THE THRU NE EDGE TO THE BOTTOM OF SIGN PNE. 6. "P" IS THE ENGTH OF THE H PIE POST. ( IS POST NEREST RODWY) 7. SEE SHEET ST5 FOR CROSS SECTION. 8. SEE SHEET ST5 FOR SIGN PNES. TYPE SIGNS TBUTIONS-TYPE DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST3 OF ST53 SHEETS

4 POTTED/REVISED:/8/06 SIGNPNESTYPE C POSTS MTG PNE SIGN NO KNEE HT TOT CODE PNE QTY ENGTH SIZE RE NO & BRCES () RE NO EGEND TYPE QTY FEET FEET INCH SQ FT SQ FT C- -U x M3-4 WEST(BUE) 36 x M- 94 () C- 3 -U 7 48 x R-4B SPEEDIMIT 70MINIMUM40 C-3 3 -U x W4-R MERGERIGHT STD C-4 -U 7 7 C-5 -U x M3- EST(BUE) 36 x M x R3-4 NOU-TURN 36 x R3-4 NOU-TURN (3) C-6 -U x W3-3 SIGNHED C-7 -U x E0-9R CMPING C-8 (5) 7 54 x R6-R ONEWYRIGHT 54 x R6- ONEWYEFT (3) C-9 -U x R6-X4 EMERGENCYSTOPPINGONY (4) C-0 3 -ST 7 36 x R5- DONOTENTER C- -U x R6- ONEWYEFT 54 x R6-R ONEWYRIGHT (3) C- 3 -U x R5- DONOTENTER C-3 -U x R5-0D PEDSPROHIBITED C-4 -U x R5- WRONGWY C-5 -U x E0-9 CMPING C-6 -U x R3-30C -T-R 4 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn C-7 (5) 7 (4) C-8 -ST 7 SPECIFICNOTES: 54 x R6- ONEWYEFT 54 x R6-R ONEWYRIGHT 4 x R4-7 KEEPRIGHT 4 x R3- NOEFTTURN TOT () MOUNTING HEIGHT IS MINIMUM (WITH +6 INCH TOERNCE) SEE SHEET ST39 FOR TYPIC MOUNTING. () FOR PUNCHING DETIS, SEE SHEET ST40. (3) MOUNT BCK TO BCK. (4) MOUNT IN CONCRETE, SEE SHEET ST4. (5) MOUNT ON SIGN POE GENERNOTES:. POST ENGTHS RE PPROXIMTE ND INCUDE EMBEDMENT, BUT DO NOT INCUDE DDITION ENGTH REQUIRED FOR SPICE.. SEE SHEETS ST38 TO ST40 FOR STRUCTUR DETIS. 3. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR PUNCHING CODE ND DETIED DRWINGS OFTYPECSIGNPNES. (3) (3) TBUTIONS-TYPE C DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST4 OF ST53 SHEETS

5 POTTED/REVISED:/8/06 SIGNPNESTYPE C(MSTRMMOUNTED) PNE MOUNTINGBRCKET SIGN SIGN POE a TOT PNE QTY SIZE RE CODE NO SYSTEM NO RE NUMBER SPCING EGEND FEET INCH SQ FT SQ FT () C-9 TH5/94 () 36 x R0-4 EFTTURNYIEDONGREEN SPECIFICNOTES: TOTSQ FT.00 () SPCING BETWEEN STIFFENERS SH NOT EXCEED 36 INCHES ND SH BE UNIFORMY SPCED. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE 05 FOR BRCKET SPCING REQUIREMENTS. () SPCE SIGNS EVENY BETWEEN SIGN HEDS, EVP DEVICES, SIGN POE ND OTHER SIGNS. a STH WHEN POSSIBE IGN NE USGE SIGNS IN THE CENTER OF PPROCHING NES. GENERNOTES:. FOR STRUCTUR DETIS OF MST RM MOUNTED SIGNS SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE 05.. FOR TYPE D STRINGER ND PNE JOINT DETIS SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn SIGNPNESTYPE D(MSTRMMOUNTED) PNE MOUNTINGBRCKET SIGN SIGN POE a TOT PNE QTY SIZE RE NO SYSTEM NO RE NUMBER SPCING EGEND FEET INCH SQ FT SQ FT () D-5 TH5/94 () 4 x WEST 94EFTRROW D-8 TH5/94 () 4 x DOUBERROW D-9 TH5/94 () 4 x EST 94NEXTRIGHT D-0 TH5/94 () 4 x WEST 94RIGHTRROW SPECIFICNOTES: TOTSQ FT () SPCING BETWEEN STIFFENERS SH NOT EXCEED 36 INCHES ND SH BE UNIFORMY SPCED. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE 05 FOR BRCKET SPCING REQUIREMENTS. () SPCE SIGNS EVENY BETWEEN SIGN HEDS, EVP DEVICES, SIGN POE ND OTHER SIGNS. WHEN POSSIBE IGN NE USGE SIGNS IN THE CENTER OF PPROCHING NES. STI GENERNOTES:. FOR STRUCTUR DETIS OF MST RM MOUNTED SIGNS SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE FOR TYPE D STRINGER ND PNE JOINT DETIS SEE MNDOT STNDRD SIGNS ND MRKINGS MNU, PGE SEE SHEETS ST7 TO ST9 FOR SIGN PNES. TBUTIONS-TYPE C ND D DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST5 OF ST53 SHEETS

6 REMOVE SIGNTYPE D STE POSTS SIGN QTY NO KNEE PNE SIZE PNE POTTED/REVISED:/8/06 NO & BRCES () EGEND ECH TYPE QTY INCH D-0 -U 08 x 60 BIGKEEXIT93 D-0 -U 3 x 54 MONTICEONEXT EXITS D-03 -U 7 x 84 EXIT93 D-04 -U 0 x 54 BUFFO-MONTICEO-BIGKE D-05 () 48 x 66 WEST 94 EFTRROW D-06 -U 78 x 78 UPRROWEST/ 94/WESTRIGHTRROW D-07 () 4 x 54 5DOUBERROW D-08 () 4 x 66 EST 94NEXTRIGHT D-09 () 4 x 60 WEST 94RIGHTRROW D-0 -U 0 x 66 EST 94MINNEPOISSTPU D- -U 0 x 54 MONTICEOBIGKEBUFFO D- 3-U 3 08 x 66 UPRROWWEST/94/ESTRIGHTRROW TOT 4 SPECIFICNOTE: () SIZES RE PPROXIMTE. () MST RM MOUNTED. 6 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn SVGE& INSTSIGNTYPE D POSTS MTG PNE SIGN QTY NO KNEE HT PNE SPCING ENGTH SIZE NO & BRCES () EGEND ECH TYPE QTY INCH FEET FEET INCH D-0 -U x 48 HOSPITEXIT94 TOT SPECIFIC NOTE: () MOUNTING HEIGHT IS MINIMUM (WITH +6 INCH TOERNCE) SEE SHEET ST39 FOR TYPIC MOUNTING. GENERNOTES:. POST ENGTHS RE PPROXIMTE ND INCUDE EMBEDMENT, BUT DO NOT INCUDE DDITION ENGTH REQUIRED FOR SPICE.. SEE SHEETS ST38 TO ST40 FOR STRUCTUR DETIS. 3. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR TYPE D STRINGER ND PNE JOINT DETIS. STG TBUTIONS-TYPE D DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST6 OF ST53 SHEETS

7 SIGNPNESTYPE D STF POSTS MTG PNE SIGN QTY NO KNEE HT TOT PNE ENGTH SPCING SIZE RE NO & BRCES () RE EGEND ECH TYPE QTY FEET INCH FEET INCH SQ FT SQ FT POTTED/REVISED:/8/06 D- -U x D- 3-U x () D-3 -U x Big ake EXIT 93 M onticello NEXT EXITS E X IT 93 Buffalo D-4 -U x M onticello Big ake JCT D-6 -U x INTERSTTE 94 D-7 -U x INTERSTTE 94 W EST St Cloud D- 3-U x INTERSTTE 94 E ST M inneapolis 7 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn D- -U x D-3 -U x D-4 3-U x D-5 -U x TOT SPECIFICNOTES: () MOUNTING HEIGHT IS MINIMUM (WITH +6 INCH TOERNCE) SEE SHEET ST39 FOR TYPIC MOUNTING. () SEE STNDRD SIGNS ND MRKINGS MNU (E5-). St Paul INTERSTTE 94 M onticello Big ake Buffalo E ST INTERSTTE 94 E ST M inneapolis St Paul INTERSTTE 94 W EST St Cloud GENERNOTES:. POST ENGTHS RE PPROXIMTE ND INCUDE EMBEDMENT, BUT DO NOT INCUDE DDITION ENGTH REQUIRED FOR SPICE.. SEE SHEETS ST38 TO ST40 FOR STRUCTUR DETIS. 3. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR TYPE D STRINGER ND PNE JOINT DETIS. 4. SEE SHEETS ST7 TO ST9 FOR SIGN PNES. TBUTIONS-TYPE D DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST7 OF ST53 SHEETS

8 SVGE& INSTSIGNTYPEE STJ SIGN NO QTY PNESIZE INSTOCTION SVGE INST ECH INCH INCH POSTS NO.& SPCING TYPE EGEND POTTED/REVISED:/8/06 E x 4 08 x 30 3-U 36 EXIT93 TOT GENERNOTES:. SEESHEETST4FORTYPEESTRUCTURDETI.. TYPEEPOSTSPCINGMYBEVRIEDTOMISSMEMBERSOFSIGNSTRUCTURES. SIGNPNESTYPEE(EXTRUDEDPNESECTIONS) SIGN NO QTY OCTION SIZE E-0 I x 6 PNE RE TOT RE INCH SQ FT SQ FT REQUIRED PNESIZE INCH STK x 30 TOT 4.50 SIGN NO. SIGNPNEOVERYTYPEE PNEOVERY QTY OCTION SIZE RE TOT INCH SQ FT SQ FT ST EGEND E-0 I x EXIT93 TOT.50 SIGNPNESTYPEE STN PNE POSTS 8 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn SIGN NO REMOVESIGNTYPEE QTY ECH STM PNE POSTS OCTION NO&TYPE SIZE EGEND (IN) E-0 I U 08 x 30 EXIT93 TOT SIGNPNESTYPEEO PNESIZE SIGN TOT NO QTY OCTION SIZE RE (IN) (SQ FT) RE NO SPCING EGEND (SQ FT) E- I94-00, I x EXIT93 GENERNOTES:. SEE SHEET ST43 FOR STRUCTUR DETI. TOT 45. POST SPCING MY BE VRIED TO MISS MEMBERS OF SIGN STRUCTURES. 3. SEE SHEET ST30 FOR SIGN PNES. POSTS STO SIGN TOT NO QTY SIZE RE OCTION (IN) (SQ FT) RE NO SPCING EGEND (SQ FT) EO- OHI94-67,OHI x EXIT93 TOT 45 GENERNOTES:. SEE SHEET ST43 FOR STRUCTUR DETI.. POST SPCING MY BE VRIED TO MISS MEMBERS OF OH SIGN STRUCTURES. 3. SEE SHEET ST30 FOR SIGN PNES. TBUTIONS-TYPE E ND EO DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST8 OF ST53 SHEETS

9 DEINETOR STV QUNTITY POTTED/REVISED:/8/06 CODENO COOR TOT WHITE YEOW () X SPECIFIC NOTE: () PCE ON 3B/FT POST (MNDOT 340). GENER NOTES:. FOR DEINETOR PCEMENT, SEE SHEET ST35.. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR DEINETOR DESIGN. REFERENCEOCTION SIGN() STT CODE QTY SIZE NO ECH INCH EGEND D0-3 x 48 MIE94 SPECIFICNOTE: OBJECTMRKER STW 9 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn () PCEON 3B/FTPOST(MNDOT 340). GENERNOTE:. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR REFERENCE OCTION SIGN. CODE SIZE COOR QUNTITY NO INCH ECH () X4-4(C) x4 BCKONYEOW TOTQUNTITIES CODE NO QUNTITY ECH X4-4 SPECIFIC NOTE: () PCE ON 3B/FT POST (MNDOT 340). GENER NOTES:. FOR MRKER PCEMENT, SEE SHEET ST35.. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR MRKER DESIGN. TBUTIONS DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST9 OF ST53 SHEETS

10 SIGNPNESTYPEOH STS POTTED/REVISED:/8/06 SIGNNO OCTION SIZE (IN.) PNE RE (SQ.FT.) SIZE (IN.) PNE RE (SQ.FT.) TOT RE (SQ.FT.) OH I WB 56 x OH I WB 68 x TOT GENERNOTE:. SEE SHEET ST3 FOR SIGN PNES. OHSIGNIDENTIFICTIONPTE STP SIGNNO QTY ECH OCTION IDENTIFICTION PTENO OHI BR TOT GENERNOTES: 0 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn SIGNNO OCTION SIGNPNEOVERYTYPEOH PNE OVERY PNE OVERY PNEOVERY SIZE (IN.) RE (SQ.FT.) SIZE (IN.) RE (SQ.FT.) SIZE (IN.) RE (SQ.FT.) STQ TOT RE (SQ.FT.) OHI BR x TOT GENERNOTE:. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR OH SIGN IDENTIFICTION PTE (X5-).. SEE SHEET SEE SHEET ST4 FOR MOUNTING DETIS DETIS.. SEE SHEET ST33 FOR SIGN PNE OVERYS. TBUTIONS-TYPE OH DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST0 OF ST53 SHEETS

11 C TRUSS SPN EFT CNTIEVER SPN RIGHT CNTIEVER C TRUSS SPN EFT CNTIEVER SPN SPN RIGHT CNTIEVER C TRUSS EFT SPN RIGHT SPN W POTTED/REVISED:/8/06 (TYP.) BSE P EEV. "" EFT POST EEV. "B" EFT POST BSE P EEV. "" EEV. "B" BSE P EEV. "" RIGHT POST EEV. "B" BSE P EEV. "" EEV. "B" EFT POST BSE P EEV. "" CENTER POST BSE P EEV. "" RIGHT POST BRIDGE TYPE BC BRIDGE TYPE S BRIDGE TYPE C EEV. "B" BUTTERFY ND CNTIEVER SPNS SIMPE SPN WITH CNTIEVERS CONTINUOUS SPNS OVERHED SIGNSTRUCTURES SIGNNO STTION BRIDGE TYPE TRUSS TYPE EFT CNT. SPNENGTHS RIGHT SPNOR CNT. EFTSPN RIGHT SPN OWSTEE EEVTION () EEVTION () EFT POST CENTER POST RIGHTPOST EEVTION TYPE () EEVTION TYPE () B B B TYPE OH I WB BC 35'-0" E OH I WB BC 30'-6" (4) 5E TBUTION OFOVERHED SIGNSTRUCTUREQUNTITIES () STR SIGN NO OH I94-67 OH I94-68 TOTS OHSIGNIDENTIFICTIONPTE(5) PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_CHRTS.dgn STRUCT. STEEPOSTS (3) POUNDS STRUCT. STEETRUSSES POUNDS STRUCT. STEEWKWYSUPPORTS POUNDS STRUCT. STEEWKWYGRTING POUNDS STRUCT. STEEPNEMTG.POSTS POUNDS CONCRETE FOOTINGS(SPRED) CUYD CONCRETE FOOTINGS(SHFT) CU YD SPECIFIC NOTES: () CENTER INE EEVTION IS FIED EEVTION. () BSED ON TBUTED EEVTIONS ND DIMENSIONS. REVISE IF NECESSRY USING QUNTITY TBES ON SHEET ST45. (3) INCUDES F. & I. OH SIGN IDENTIFICTION PTE, SEE SHEET ST4. (4) DRIED SHFT FOOTING. (5) SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR X5- SIGN. GENER NOTES: OF THEM IN THE FIED. SIGNNO QTY OCTION IDENTIFICTION PTENO OHI WB OHI WB THE SUBSCRIPTION E ON THE POST TYPE DENOTES THE POST WHICH HS THE HND HOE ND PROVISIONS FOR GROUNDING, I.E. POST TYPE 3E.. TBUTED EEVTIONS ND DIMENSIONS RE PPROXIMTE ONY. FBRICTION DEPENDENT ON THESE EEVTIONS ND DIMENSIONS SH NOT BE STRTED UNTI THE ENGINEER HS MDE FIN DETERMINTION 3. EFT ND RIGHT DESIGNTIONS RE SHOWN OOKING IN DIRECTION OF TRFFIC FOW. WHEN TWO DIRECTIONS OF TRFFIC RE SPNNED THE DESIGNTIONS RE SHOWN OOKING UP STTIONING. 4. SEE SHEETS ST44-ST50 FOR DETIS. 5. SEE SHEETS ST5-ST53 FOR CROSS SECTIONS. TBUTIONS-TYPE OH DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS

12 NOTES: INPCE 3 SVGE 6 INST Rural Sample Plan_RODWY_ps PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn M MINNESOT M MINNESOT POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS 0 F. & I. SIGN PNE(S) TYPE OVERY 8 F. & I. EXTRUDED PNE SECTION(S) E M onticello Buffalo MIES EXIT 93 5 M onticello Buffalo MIES EXIT 93 I94-0 E I94-0 EB TH WB TH 94 SCE IN FEET 00

13 Rural Sample Plan_RODWY_ps PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST3 OF ST53 SHEETS D-0 4 F. & I. INPCE 4 REMOVE D- Big ake EXIT 93 NOTES: EB TH WB TH 94 SCE IN FEET 00

14 Rural Sample Plan_RODWY_ps3 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST4 OF ST53 SHEETS 4 REMOVE INPCE F. & I. NOTES: EXIT 93 G S ODGING D-0 4 D- M onticello NEXT EXITS EB TH WB TH 94 SCE IN FEET 00

15 Rural Sample Plan_RODWY_ps4 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST5 OF ST53 SHEETS 0 F. & I. SIGN PNE(S) TYPE OVERY 9 F. & I. OH SIGN IDENTIFICTION PTE 6 INST 4 REMOVE INPCE F. & I. NOTES: BR CSH 39 COUNTY 8 St Cloud 9 7 Fargo 9 COUNTY 8 WB TH 94 EB TH 94 E-0 4 EXIT 93 M onticello M MINNESOT 5 M MINNESOT 5 Buffalo M onticello Buffalo MIE E- EXIT 93 0 I94- MIE I94- OH I St Cloud Fargo 9 SCE IN FEET 00

16 Rural Sample Plan_RODWY_ps5 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST6 OF ST53 SHEETS INPCE FOOD-EXIT 93 NOTE: G S DIESE FOOD ODGING C M PING EXIT 93 EB TH WB TH 94 SCE IN FEET 00

17 Rural Sample Plan_RODWY_ps6 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST7 OF ST53 SHEETS F. & I. INPCE 4 REMOVE 5 REMOVE SIGN TYPE C FOOD-EXIT 93 NOTES: 4 MIE EB TH SPEED IMIT 70 MINIMUM 40 5 C WB TH SCE IN FEET 00 MIE 9 4 WEST INTERSTTE C

18 Rural Sample Plan_RODWY_ps7 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST8 OF ST53 SHEETS M MINNESOT 5 M onticello Buffalo EXIT 93 EXIT 93 M onticello Buffalo E- M MINNESOT 5 NOTES: F. & I. INPCE 4 REMOVE 5 REMOVE SIGN TYPE C I I94-4 D-03 4 D-3 EXIT 93 EB TH 94 SEE SHEET ST35 FOR SIGN PCEMENT ND HZRD MRKER 00 REMOVE 7 GUIDE DEINETORS SEE SHEET ST35 FOR DEINETION (PN ) WB TH 94 C-6 SCE IN FEET 00

19 Rural Sample Plan_RODWY_ps8 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn SEE SHEET ST34 FOR SIGN PCEMENT POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST9 OF ST53 SHEETS 0 F. & I. INPCE 5 REMOVE SIGN TYPE C NOTES: C-5 EB TH WB TH 94 BR SCE IN FEET SEE SHEET ST34 FOR SIGN PCEMENT 5 C-5 TH

20 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn NOTES: F. & I. INPCE 4 REMOVE SEE SHEET ST34 FOR SIGN PCEMENT POTTED/REVISED:/8/06 Rural Sample Plan_RODWY_ps9 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST0 OF ST53 SHEETS 5 REMOVE SIGN TYPE C 5 C-5 EB TH REMOVE 7 GUIDE DEINETORS ND HZRD MRKER SEE SHEET ST35 FOR DEINETION (PN ) SEE SHEET ST34 FOR WB TH 94 SIGN PCEMENT EXIT 93 D-03 4 D-3 00 SCE IN FEET M MINNESOT 5 Buffalo M onticello EXIT ONY OH I94 E0- EXIT EXIT 93 M MINNESOT 5 Buffalo M onticello I94-3 4

21 NOTES: F. & I. INPCE 4 REMOVE 5 REMOVE SIGN TYPE C Rural Sample Plan_RODWY_ps0 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn INTERSTTE 4 MIE 9 4 C-5 5 POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS C- EST 94 SPEED IMIT 70 MINIMUM 40 C-7 5 EB TH WB TH 94 MIE G S DIESE FOOD ODGING C M PING EXIT SCE IN FEET FOOD-EXIT 93

22 NOTES: Rural Sample Plan_RODWY_ps PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST OF ST53 SHEETS INPCE 0 F. & I. SIGN PNE(S) TYPE OVERY COUNTY 8 COUNTY 39 M onticello EXIT 94 ¾ MIE EB TH WB TH 94 FOOD-EXIT 93 Big ake EXIT 93 ake Maria State Park EXIT 93 I SCE IN FEET 00

23 Rural Sample Plan_RODWY_ps PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn POTTED/REVISED:/8/06 RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST3 OF ST53 SHEETS 6 INST 5 REMOVE SIGN TYPE C 4 REMOVE 3 SVGE INPCE F. & I. NOTES: D-0 3 D-0 6 HOSPIT EXIT 94 EB TH WB TH 94 SPEED IMIT 70 MINIMUM 40 5 C- FOOD-EXIT 93 M MINNESOT 5 Buffalo M onticello MIE EXIT 93 I E0- EXIT 93 M MINNESOT 5 Buffalo M onticcelo MIE EXIT ONY OH I94-68 SCE IN FEET 00

24 Rural Sample Plan_RODWY_ps3 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan_RODWY_ps.dgn INTERSTTE EFT TURN YIED ON GREEN INTERSTTE POTTED/REVISED:/8/06 NOTES: F. & I. INPCE 4 REMOVE 5 REMOVE SIGN TYPE C RODWY YOUT DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST4 OF ST53 SHEETS C-6 5 D-4 D-6 DO NOT ENTER EMERGENCY STOPPING ONY PEDESTRINS BICYCES OKWOOD DR MOTORIZED BICYCES NON-MOTORIZED TRFFIC PROHIBITED D-05 4 D-5 D-5 D-4 WRONG WY D-04 ODGING Monticello Big ake PEDESTRINS BICYCES MOTORIZEDBICYCES NON-MOTORIZED TRFFIC M MINNESOT PROHIBITED JCT 94 5 ONEWY W EST INTERSTTE 94 INTERSTTE 94 E ST M inneapolis St Paul 4 Buffalo FOOD W EST INTERSTTE 94 EST D- 4 INTERSTTE 94 W EST St Cloud 5 C C-3 DO NOT ENTER ONEWY CMPING GS FOOD C-0 D-07 4 D-8 5 C-9 5 C-7 5 C- CHESE RD C-0 TH 5 BR TH ST DO NOT ENTER JCT 94 5 C-0 5 E ST INTERSTTE 94 D-3 JCT INTERSTTE 94 D-6 DO NOT ENTER C- 5 ONEWY ONEWY 5 C-9 5 C- ONEWY C-8 ONEWY 5 5 C-7 DO NOT ENTER C-8 TH 94 WRONG WY PEDESTRINS BICYCES MOTORIZEDBICYCES NON-MOTORIZED TRFFIC PROHIBITED C-3 D-07 4 D-8 5 E ST INTERSTTE 94 W EST D-06 4 INTERSTTE 94 INTERSTTE JCT C-4 ONY ONY ONY 5 5 M MINNESOT 5 EMERGENCY STOPPING ONY PEDESTRINS BICYCES MOTORIZED BICYCES NON-MOTORIZED TRFFIC PROHIBITED C-9 5 E ST INTERSTTE 94 NEXT RIGHT 94 W EST St Cloud D W EST INTERSTTE FOOD SCE IN FEET CMPING C-5 5 GS INTERSTTE D-9 C-6 FOOD ODGING 5 D-08 4 E 94 ST M inneapolis St Paul Monticello Big ake D-0 4 D-0 Buffalo D-09 4 D- D- 4 INTERSTTE 94 E ST M inneapolis St Paul D- C-6 5

25 POTTED/REVISED:/8/ M MINNESOT M onticello RUR SMPE PN PNE YOUTS PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN Buffalo I94-504;.0" Radius, 3.0" Border, White on Green; [Monticello] E Mod; [Buffalo] E Mod; rrow " 60{; SEE SHEET ST33 FOR NOTES TYPE SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST5 OF ST53 SHEETS

26 RUR SMPE PN PNE YOUTS PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN POTTED/REVISED:/8/ I94-0;.0" Radius, 3.0" Border, White on Green; [Monticello] E Mod; [Buffalo] E Mod; [ MIES] E Mod; TYPE SIGN PNE OVERYS DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST6 OF ST53 SHEETS MIES M onticello Buffalo M MINNESOT I94-;.0" Radius, 3.0" Border, White on Green; [Monticello] E Mod; [Buffalo] E Mod; [ MIE] E Mod; M onticello M MINNESOT 5 Buffalo MIE I94-4;.0" Radius, 3.0" Border, White on Green; [Big ake] E Mod; [EXIT 93] E Mod;.0" Radius, 3.0" Border, White on Brown; [ake Maria] E Mod; [State Park] E Mod; [EXIT 93] E Mod; SEE SHEET ST33 FOR NOTES Big ake EXIT 93 ake Maria State Park EXIT 93 3

27 RUR SMPE PN PNE YOUTS3 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN POTTED/REVISED:/8/ D-4; 6.0" Radius,.3" Border, White on Green; rrow 5-3.0" 80{; [Buffalo] E Mod; [Monticello] E Mod; [Big ake] E Mod; rrow 5-3.0" 0{; TYPE D SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST7 OF ST53 SHEETS Buffalo M onticello Big ake SEE SHEET ST33 FOR NOTES D-5; " Radius,.3" Border, White on Green; [WEST] E Mod; rrow 4-8.0" 80{; W EST INTERSTTE D-6; " Radius,.3" Border, White on Green; [JCT] E Mod; JCT INTERSTTE D-; 6.0" Radius,.5" Border, White on Green; [Big ake] E Mod; [EXIT 93] E Mod; Big ake EXIT D-; 6.0" Radius,.5" Border, White on Green; [Monticello] E Mod; [NEXT EXITS] E Mod; M onticello NEXT EXITS.7

28 RUR SMPE PN PNE YOUTS4 POTTED/REVISED:/8/06 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN D-7; 9.0" Radius,.5" Border, White on Green; [WEST] E Mod; [St Cloud] E Mod; rrow 4-8.0" 0{; INTERSTTE 94 W EST St Cloud 7.5. INTERSTTE E ST M inneapolis St Paul D-8; 9.0 M MINNESOT " Radius,.3" Border, White on Green; Double Headed rrow 5-4.0" 0{; D-9; " Radius,.3" Border, White on Green; [EST] E Mod; [NEXT] E Mod; [RIGHT] E Mod; E ST INTERSTTE 94 NEXT RIGHT D-0; " Radius,.3" Border, White on Green; [WEST] E Mod; INTERSTTE 94 rrow 4-8.0" 80{; 9.5 W EST SEE SHEET ST33 FOR NOTES D-; 9.0" Radius,.5" Border, White on Green; [EST] E Mod; [Minneapolis] E Mod; [St Paul] E Mod; rrow 4-8.0" 45{; TYPE D SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST8 OF ST53 SHEETS

29 POTTED/REVISED:/8/ M onticello Big ake Buffalo E ST.0 INTERSTTE RUR SMPE PN PNE YOUTS5 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN 0 D-; 6.0" Radius,.3" Border, White on Green; rrow 5-3.0" 80{; [Monticello] E Mod; [Big ake] E Mod; [Buffalo] E Mod; rrow 5-3.0" 0{; 7.5. INTERSTTE E ST M inneapolis St Paul D-3; 6.0" Radius,.3" Border, White on Green; [EST] E Mod; rrow 4-8.0" 45{; D-5; 9.0" Radius,.5" Border, White on Green; [WEST] E Mod; [St Cloud] E Mod; rrow 4-8.0" 80{; INTERSTTE 94 W EST St Cloud D-4; 9.0" Radius,.5" Border, White on Green; SEE SHEET ST33 FOR NOTES [EST] E Mod; [Minneapolis] E Mod; [St Paul] E Mod; rrow 4-8.0" 60{; TYPE D SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST9 OF ST53 SHEETS

30 0 POTTED/REVISED:/8/ EXIT EXIT RUR SMPE PN PNE YOUTS6 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN E-; 6.0" Radius,.0" Border, White on Green; [EXIT 93] E Mod; EO-; 6.0" Radius,.0" Border, White on Green; [EXIT 93] E Mod; SEE SHEET ST33 FOR NOTES TYPE E ND EO SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST30 OF ST53 SHEETS

31 POTTED/REVISED:/8/ EXIT RUR SMPE PN PNE YOUTS7 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN E-0; 6.0" Radius,.0" Border, White on Green; [EXIT 93] E Mod; SEE SHEET ST33 FOR NOTES TYPE E SIGN PNE OVERYS DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST3 OF ST53 SHEETS

32 RUR SMPE PN PNE YOUTS8 POTTED/REVISED:/8/06 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN OH I94-67; " Radius,.0" Border, Black on Yellow; 94.9 [EXIT] Black E Mod; rrow 8-5.0" 60{ Black; [ONY] Black E Mod; " Radius,.0" Border, White on Green; [Buffalo] E Mod; [Monticello] E Mod; M MINNESOT Buffalo M onticello EXIT 3. ONY OH I94-68; " Radius,.0" Border, Black on Yellow; [EXIT] Black E Mod; Down rrow.0" 70{ Black; [ONY] Black E Mod; M MINNESOT " Radius,.0" Border, White on Green; [Buffalo] E Mod; [Monticello] E Mod; [ MIE] E Mod; 7.6 Buffalo M onticello EXIT MIE ONY SEE SHEET ST33 FOR NOTES OH SIGN PNES DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST3 OF ST53 SHEETS

33 POTTED/REVISED:/8/06 RUR SMPE PN PNE YOUTS9 PTH & FIENME: IP_PWP:d63385\RUR SMPE PN PNE YOUTS.DGN COUNTY OH I94-503;.0" Radius,.0" Border, White on Green; [9] E Mod; [St Cloud] E Mod; [7] E Mod; [Fargo] E Mod; [9] E Mod; St Cloud Fargo NOTES:. SEE MNDOT STNDRD SIGNS ND MRKINGS MNU FOR RROW, FRCTION ND OVERY DETI.. CORNERS OF THE SIGN PNES EXTENDING BEYOND THE CORNERS SH NOT BE TRIMMED. OH SIGN PNE OVERYS DRWN BY: BJ CHECKED BY: RFK CERTIFIED BY IC. NO. DTE /8/06 STTE PROJ. NO (TH 94) SHEET NO. ST33 OF ST53 SHEETS

34 GORE PCEMENT RODSIDE PCEMENT THRU RODWY POTTED/REVISED:/8/06 BCK OF PVED GORE OR CONCRETE NOSE 00' MX. CURB FCE OR EDGE OF SHOUDER EXIT SIGN 8' () 7' MIN. ' FROM EDGE OF SHOUDER OR CURB FCE C RODWY MTG. HT. (SEE SIGNING TBUTIONS) ''H'' (SEE NOTE 6 BEOW) ''X'' (SEE CROSS SECTION 30 FEET PREFERRED OR NOTE 8 BEOW) EDGE OF THRU NE 7' MIN. 'Y' RMP 8' MIN. () ROUTE MRKER, REGUTORY & WRNING SIGNS - TYPE C GUIDE SIGNS - TYPE D GUIDE SIGN - TYPE 00' MX. THRU RODWY NOTES: MERGE SIGN ' () ' () RMP/OOP. TYPE C ND D MOUNTING HEIGHTS RE MESURED VERTICY FROM THE BOTTOM OF THE SIGN TO THE EEVTION OF THE NER EDGE OF PVEMENT IN RUR RES OR TO THE TOP OF THE CURB OR Rural Sample Plan TYPICS7 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn SPECIFIC NOTES: () EXIT SIGNS IF THESE OFFSETS CNNOT BE TTINED WITHIN 00 FEET OF THE PVED GORE, 4 FOOT OFFSET IS CCEPTBE. IF THE 4 FOOT OFFSETS CNNOT BE TTINED WITHIN 00 FEET OF THE PVED GORE, CONTCT THE PROJECT ENGINEER. () MERGE SIGNS IF THESE OFFSETS CNNOT BE TTINED WITHIN 00 FEET OF THE PVED GORE, 4 FOOT OFFSET IS CCEPTBE. IF THE 4 FOOT OFFSETS CNNOT BE TTINED WITHIN 00 FEET OF THE PVED GORE, CONTCT THE PROJECT ENGINEER IN THE BSCENCE OF CURB, TO THE NER EDGE OF THE TRVEED WY. SIGN FCES SH BE VERTIC. OVERHED SIGNS SH BE POSITIONED T RIGHT NGES TO THE THRU RODWY UNESS OTHERWISE NOTED. TO VOID SPECUR GRE, SH BE PPROXIMTEY 93 FOR SIGNS OCTED ESS THN 30' FROM THE EDGE OF THRU NE ND PPROXIMTEY 9 FOR SIGNS OCTED 30' OR MORE FROM EDGE OF THRU NE. THIS PPIES TO SIGNS TYPE, C, & D ND INCUDES SIGNS IN THE GORE. ''Y'' IS THE PERPENDICUR DISTNCE FROM THE GROUND INE TO THE FRICTION FUSE ON THE POST. THIS DISTNCE SH BE T EST 7'. WHERE ''X'' IS ESS THN 30', ''H'' SH BE 7'. WHERE ''X'' IS 30' OR GRETER, MINIMUM ND PREFERRED ''H'' IS 5'. TER CERNCES GIVEN PPY TO RIGHT ND OR EFT SIDE INSTTION. WHEN TYPE SIGN IS INSTED DIRECTY BEHIND TRFFIC BRRIER, THE EFT EDGE OF THE SIGN PNE SH BE OCTED MINIMUM OF 8 FEET BEHIND THE FCE OF THE TRFFIC BRRIER. SIGN PCEMENT REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST34 OF ST53 SHEETS

35 MINIMUM OF 4 YEOW GUIDE DEINETORS (X4-6) SPCE 80' PRT '' POTTED/REVISED:/8/06 RMP EXIT SIGN BEGIN T EXIT SIGN OR 00' MXIMUM FROM PVED GORE E XIT 3' 4' RISED ISND TYPE 3 OBJECT MRKER (X4-4) 9' MINIMUM OF 3 WHITE GUIDE DEINETORS (X4-6) SPCE 00' PRT BEGIN OPPOSITE FIRST YEOW GUIDE DEINETOR 4' RISED ISND '' DI. HOES ON 3" CENTERS PN RMP DEINETION TYPE 3 OBJECT MRKER " X 4" (X4-4C) TYPE OBJECT MRKER (X4-) MNDOT 340 '' NORM WEIGHT= B./FT. Rural Sample Plan TYPICS8 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn OOP EXIT SIGN MINIMUM OF 3 WHITE GUIDE DEINETORS (X4-6) SPCE 00' PRT MINIMUM OF 5 YEOW GUIDE DEINETORS (X4-6) SPCE 50' PRT BEGIN T EXIT SIGN OR 50' MXIMUM FROM PVED GORE BEGIN OPPOSITE FIRST YEOW GUIDE DEINETOR THRU NE 4' SHOUDER '-8' RMP CYINDER STYE DEINETOR (X4-3) THRU NE 4' SHOUDER 8' GUIDE DEINETOR (X4-6) 4' TYPIC PCEMENT DEINETOR POST REFERENCE OCTION MRKER '-8' OR ONE TENTH MIE DEINETOR (X4-8) PN B OOP DEINETION DEINETORS ND MRKERS REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST35 OF ST53 SHEETS

36 SIGN POST FNGE THICKNESS -ˆ" (TYP.) POTTED/REVISED:/8/06 TYP. W TYP. '' BSE PTE REMOVE GVNIZING RUNS OR BEDS IN WSHER RE C t t C GROUND INE H.S. BOT WITH HEVY HEX. NUT & 3 WSHERS WITH ECH BOT. SEE TBE FOR BOT DIMETER ND TORQUE. SEE BOTING PROCEDURE. '' B BSE PTE STIFFENER PTE (SEE DETI) INST KEEPER PTE BEOW WSHER " DI. IFTING HOE (OPTION) B W STUB POST E D E TYP. t 4 4 W B C R R SIGN POST SECTION - STUB POST SECTION B-B (SEE TBE FOR DIMENSIONS) SECTIONS SHOWN RE FOR INSTTIONS ON RIGHT SHOUDER ND IN GORE. PTE SOT BEVES RE OPPOSITE HND FROM THT SHOWN C B '' R FURNISH TWO-.0'' THICK ND TWO-.03'' + THICK SHIMS PER POST. SHIMS SH BE FBRICTED FROM BRSS SHIM STOCK OR STRIP CONFORMING TO.S.T.M. B36. + '' '' '' SHIM DETI - BOTING PROCEDURE - BSE CONNECTION. SSEMBE SIGN POST TO STUB POST WITH BOTS ND WITH ONE OF THE FT WSHERS ON ECH BOT BETWEEN PTES.. SHIM S REQUIRED TO PUMB POST. 3. TIGHTEN BOTS THE MXIMUM POSSIBE WITH '' OR 5'' WRENCH TO BED WSHERS ND SHIMS ND TO CEN BOT THREDS, THEN OOSEN ECH BOT IN TURN ND RETIGHTEN IN SYSTEMTIC ORDER TO THE PRESCRIBED TORQUE. (SEE TBE) 4. BURR THREDS T JUNCTION WITH NUT USING CENTER PUNCH TO PREVENT NUT OOSENING. SIGN POST ND STUB POST FOR INSTTIONS ON EFT SHOUDER. 4'' MX. EEVTION '' GROUND INE GROUND INE 60' BSE B + POST DEPTH C + POST DEPTH PTE THICKNESS=t CONNECTION.0' STUB POST VIEW C-C Rural Sample Plan TYPICS PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn E D E KEEPER PTE DIMENSION BOT SIZE POST SIZE ND TORQUE W4X3 ƒ" DI. x 3- '' W5X6 TORQUE=600"# HOE DI=R "P" PIE DRIVEN POST 8 G. GV. STEE SHEET B BSE CONNECTION DT B C D E '' STIFFENER PTE DETI t t 6'' '' '' 3 '' '' '' (SEE TBE FOR DIMENSIONS) W R G H W6X0 " DI. x 4- '' '' '' 8'' 3'' ƒ'' 4'' '' '' " W8X4 TORQUE=800"# '' '' J K M d d H-PIE FOOTING FUSE ND HINGE PTE DT FOOTING DT 3 '' '' t BOT DI. STUB POST ENGTH ' ' ' ' H PIE POST "P"(MIN. ENGTH) ' ' ' ' " DI. x 5'' W8X8 TORQUE=000"# 8'' 3'' '' 4'' '' '' Š'' '' '' 6 '' 3 '' '' '' ˆ" '' '' '' ' ' ƒ'' '' '' " " '' '' 4'' '' '' '' '' '' 5'' ƒ'' '' '' 6'' 3 '' '' '' 6 '' 3 '' '' '' " Ž" Ž" " ƒ'' '' '' '' '' '' '' '' '' '' ƒ'' ƒ'' '' BOT ENGTH '' '' '' '' MXIMUM PROJECTION OF STUB POST SH NOT EXTEND BEYOND INE, BOVE ND 4'' PRE TO NY CHORD, WHICH IS PERPENDICUR TO (OR IGNED RDIY TO) THE CENTERINE OF THE HIGHWY ND HS ITS (THE CHORD'S) END POINTS ON THE GROUND SURFCE ON OPPOSITE SIDES OF THE STUB POST. SPECIFIC NOTES: MESURED FROM TOP OF BSE PTE OD BEM DEPTH = 0''. NEW REVISED BEM DEPTH = 9- ''. KEEPER PTES MUST BE FBRICTED CCORDINGY TYPE SIGN STRUCTUR DETIS W8X3 W0X39 - " DI. x 5'' TORQUE=00''# 9'' 3 '' '' 5'' '' '' ƒ'' Š'' " 3'' ƒ'' 3'' ƒ'' 8'' 8'' 5 '' '' '' 5 '' '' '' ˆ" '' '' " '' '' '' '' '' ' ' ' ' H-PIE FOOTING SHEET OF REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST36 OF ST53 SHEETS

37 D 6'' or '' J J '' '' D K K POST SH NOT EXTEND BOVE PNE MORE THN '' POTTED/REVISED:/8/06 '' '' TYPIC PNE MOUNTING H G H d M d M M M G G C POST CUT PTE THICKNESS* t 3 H G H d C POST G G C POST CUT PTE THICKNESS* t 3 SIGN PNE FCE BOTTOM EDGE OF SIGN PNE 4'' " DI. HOE (OPTION) SIGN POST NYON INSERT OCKNUT & WSHER C POST FRICTION FUSE PTE DETI HOE DIMETER* d HINGE PTE DETI POST CUT (SEE TBE ON SHEET OF FOR DIMENSIONS) (SEE TBE ON SHEET OF FOR DIMENSIONS) SEE DETI '''' POST CI P 6'' F FRICTION FUSE FRICTION FUSE SIDE VIEW PTE (SEE DETI) HINGE PTE (SEE DETI) WF POST '' H.S. BOTS BERING H.S. BOTS BERING TYPE TYPE Rural Sample Plan TYPICS3 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn E E F SECTION D-D PNE BOT '' O.C. MX. NOTE: POST CIPS SH BE INSTED ON SECTION E-E POST SH BE SW CUT BEFORE GVNIZING. USE H.S. BOTS WITH HEX. HD., HEX. NUT, ND TWO FT WSHERS. DETI '''' FRICTION FUSE CONTRCTOR NOTE: FRICTION FUSE BOTS SH BE TORQUE WRENCH TIGHTENED IN THE FIED IN THE PRESENCE OF THE ENGINEER OR HIS REPRESENTTIVE. NUTS SH HVE BEEN RETPPED ND BOT THREDS SH HVE BEEN CENED WITH OVERSIZED " RETHREDING DIE FTER GVNIZING. BEFORE TIGHTENING MY BEGIN, THE TORQUE WRENCH SH BE CIBRTED WITH BOT-TENSION-CIBRTOR USING TYPIC BOT-NUT-WSHER SSEMBIES OF ECH SIZE ND OT TO BE USED SO S TO SHOW THE TORQUE NECESSRY TO OBTIN THE FOOWING MINIMUM RESIDU TENSION IN ECH BOT. BOT SIZE MIN. RESIDU, BOT TENSION GENER NOTES:. STRUCTUR STEE SH CONFORM TO MNDOT REINFORCING BRS SH CONFORM TO MNDOT 330. SPIRS SH CONFORM TO MNDOT 3305-NO SPICES. HIGH STRENGTH BOTS SH CONFORM TO.S.T.M FORMS WI BE REQUIRED FOR THE EXPOSED VERTIC SURFCES OF THE FOOTINGS. 3. REFER TO ''SIGN DT'' SHEET FOR SPECIFIC DT ON ECH INDIVIDU SIGN INSTTION. 4. FRICTION FUSE PTE SH BE INSTED ON SIDE OF POST FCING TRFFIC. 5. POST CUTS SH BE SW CUTS. PTES MY BE SHERED OR FME CUT USING MECHNICY GUIDED CUTTING TORCH. EDGE PREPRTION SH BE IN CCORDNCE WITH MNDOT 47.3.C.4 ND MNDOT 47.3.D4. BOTH SIDES OF ECH POST T ECH PNE JOINT S INDICTED. SECTION F-F '' DI. '' DI. ƒ'' DI. '' DI. " DI.,050# 9,00# 8,400# 39,50# 5,500# TYPE SIGN STRUCTUR DETIS SHEET OF REVISED: '' DI. 56,450# STTE PROJ. NO (TH 94) SHEET NO. ST37 OF ST53 SHEETS

38 TYPE C & D POST NOTES:. USE 3 B/FT STUB POSTS. SH CONFORM TO MNDOT 340. POTTED/REVISED:/8/06 4" MX. "-8" "-30".. TER BRCE PNE RISER POST (NO SPICE PERMITTED) -Š" STINESS STEE BOTS WITH NYON INSERT OCK NUTS PCED IN TOP POST ND BOTTOM HOES. STUB POST TYPIC TYPE C INSTTION PNE STRINGER POST TYPIC TYPE D INSTTION. USE.5 B/FT RISER POSTS, STRINGERS, KNEE BRCES ND TER BRCES. SH CONFORM TO MNDOT SEE SIGN DT SHEETS FOR NUMBER OF POSTS, KNEE BRCES, POST ENGTHS ND SPCINGS, S DETERMINED FROM TEM CHRTS 6.3 ND IF MORE THN TWO POSTS RE NEEDED, THE MINIMUM SPCING SH BE 45" BETWEEN POSTS. 5. TYPE D SIGN PNES SH BE BOTED TO STRINGERS T 4" MXIMUM INTERVS IN CCORDNCE WITH THE TYPE D STRINGER ND PNE-JOINT DETI (SEE MNDOT STNDRD SIGNS ND MRKINGS MNU). 6. MOUNTING (PUNCH CODE) FOR TYPE C SIGN PNES SH BE S INDICTED IN THE MNDOT STNDRD SIGNS ND MRKINGS MNU UNESS OTHERWISE SPECIFIED. 7. RISER (VERTIC) U POSTS SH BE SPICED. DRIVEN STUB POSTS SH BE T EST 7' ONG. 8. USE STINESS STEE Š" BOTS, WSHERS ND NYON INSERT OCK NUTS S SHOWN FOR GROUND MOUNTED ND OVERHED MOUNTED SIGNS. 9. STINESS STEE WSHER WITH SME DIMENSIONS SH BE PROVIDED BETWEEN NYON WSHERS ND BOT HEDS. 0. BRCING STUBS SH BE NO MORE THN 4" BOVE GROUND ND EMBEDDED T EST 4". 4" MIN.. -FRME BRCKET SH BE STEE CONFORMING TO Rural Sample Plan TYPICS4 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn U POST BREKWY SPICE STINESS STEE WSHER ND NYON WSHER (T= " MIN., I.D.= " MX., O.D.= " MX.) SIGN PNE POST Š" STINESS STEE BOT WITH NYON INSERT OCK NUT. TER BRCE.. 3" MX. POST SECTION. 3" MX... POST H 4 H 4 H MNDOT 3306 ND GVNIZED IN CCORDNCE WITH MNDOT CORS SH BE USED TO SHIM OVERYS ND EGEND COMPONENTS WY FROM PNE WHERE INTERFERENCE WITH BOT HEDS IS ENCOUNTERED. MNDOT POST TYPE C SIGNS SH BE REINFORCED WITH T EST ONE TER BRCE. INSTTIONS WHERE THE TOT PNE HEIGHT IS 60" OR MORE SH HVE TWO TER BRCES OCTED PPROXIMTEY T THE QURTER POINTS. 4. WHERE SINGE POST TYPE C SIGNS RE INSTED SIDE BY SIDE, THEY SH BE REINFORCED TERY BY T EST BRCES, BOTED T ECH POST ND OCTED PPROXIMTEY T THE QURTER POINTS. 5. WHERE 3 OR MORE TYPE C SIGNS RE INSTED SIDE BY SIDE, THEY SH BE REINFORCED TERY BY T EST BRCES, BOTED T ECH POST ND POST SECTION ND OCTED PPROXIMTEY T THE QURTER POINTS S SHOWN IN MODIFIED TYPE C INSTTION. TYPE C & D SIGN U POST MOUNTING TYPE C SIGNS MODIFIED TYPE C INSTTION STRUCTUR DETIS Sheet of 3 REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST38 OF ST53 SHEETS

39 4" STRINGER VERTIC POST Š" STINESS STEE BOTS WITH NYON POTTED/REVISED:/8/06 INSERT OCK NUTS BRCKET Š" STINESS STEE BOTS WITH NYON INSERT OCK NUTS IN HOES COSEST TO SPICE & OUTSIDE HOES. KNEE BRCE H B B KNEE BRCE (STRUCTUR SPICE REQUIRED) X TWO SECTIONS BUTTED SECTION - 3" MX. Y TER BRCE OR STRINGER X=Y+6" SPICE DETI (EXPODED VIEW) VERTIC POST 3 " x 3 " SHIM PTE STINESS STEE WSHER ND NYON WSHER " " SIGN PNE (T= " MIN., I.D.= " MX., O.D.= " MX.) STUB POST 4" MX. 3" MX. 4" () " " " 3 " STRINGER C 4" Rural Sample Plan TYPICS5 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn " Dia. VERTIC POST -FRME BRCKET (STEE MNDOT 3306 GVNIZED PER MNDOT 3394) 8" MIN. Š" STINESS STEE BOT WITH NYON INSERT OCK NUT SECTION B-B Š" STINESS STEE BOTS WITH VERTIC POST 4" C STUB POST () 4" TER BRCE KNEE BRCE (STRUCTUR SPICE REQUIRED) 4" MX. 3" MX. TYPIC "-FRME" INSTTION MTG. HT. TYPE "D" SIGNS E.P. 9' MIN. 7' MIN. TYPIC MOUNTING () OFFSET STUB POST ' TOWRD RODWY RETIVE TO VERTIC POST. TTCH STUB POST ND KNEE BRCE BCK TO BCK. NYON INSERT OCK NUTS PCED NER TOP ND BOTTOM HOES. TYPE C & D SIGN REVISED: STRUCTUR SPICE (USE WHEN IT IS NECESSRY TO FBRICTE THE CORRECT ENGTH OF POST FROM TWO PIECES) TYPIC "-FRME" INSTTION TYPE "C" SIGNS STRUCTUR DETIS Sheet of 3 STTE PROJ. NO (TH 94) SHEET NO. ST39 OF ST53 SHEETS

40 C " " 48" 8" 8" 6" POTTED/REVISED:/8/06 6" PUNCHING FOR R6- (54"x8") C " " C 36" 36" C C 96" 9" 9" C PUNCHING FOR R-4b SPEED IMIT R6-, R- & (R6-3 OR R6-3a) MOUNTING C PUNCHING FOR R6-3 OR R6-3a (36"x30") C 9" 9" 9" 9" Rural Sample Plan TYPICS6 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn 6" 6" 3" () PUNCHING FOR R6- (54"x8") ND R- (36"x36"x36"OR 48"x48"x48") () 9" FOR 36"x36"x36" 8" FOR 48"x48"x48" C 9" 9" C () () WRNING SIGN [30"x30 OR 48"X48"] ND WRNING PQUE [8"x8" OR 30"x30"] PUNCHING ND MOUNTING () 6" FOR WRNING PQUE (8"x8") " FOR WRNING PQUE (30"x30") M-6 [36"x36"] ND (M5-, M5-, M6-, M6-, M6-3 M6-4, M6-5 OR M6-6) [30"x4"] PUNCHING C 9" 9" (M3-, M3-, M3-3 OR M3-4) [36"x8"] ND C C TYPE C & D SIGN STRUCTUR DETIS PUNCHING FOR R6- (36"x") Sheet 3 of 3 REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST40 OF ST53 SHEETS

41 POTTED/REVISED:/8/06 " x " GUGE PREPUNCHED GVNIZED STEE SQURE TUBE RISER CONCRETE FI " X " GUGE UNPUNCHED " MINIMUM GVNIZED STEE SQURE TUBE NCHOR Š" STINESS STEE BOT Rural Sample Plan TYPICS9 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn MINIMUM " OF NCHOR BEOW CONCRETE FOR DRINGE NOTES;. DRI N 8" DIMETER HOE THE FU DEPTH OF THE NCHOR.. DRI " HOES ON OPPOSITE SIDES OF THE UNPUNCHED GVNIZED STEE SQURE TUBE NCHOR PPROX. " FROM THE BOTTOM OF THE NCHOR. INSERT Š" STINESS STEE BOT THROUGH THE HOES ND SECURE WITH STINESS STEE OCK NUT WITH NYON INSERT. THE PREPUNCHED GVNIZED STEE SQURE TUBE RISER (TO BE INSERTED INSIDE THE UNPUNCHED GVNIZED SQURE TUBE NCHOR) WI REST ON BOT. 3. INSERT THE NCHOR IN THE HOE. 4. FTER INSTTION OF THE UNPUNCHED GVNIZED STEE SQURE TUBE NCHOR, FI THE HOE WITH CONCRETE MIX PPROVED BY THE ENGINEER ND EVE OFF THE TOP OF CONCRETE. 5. MXIMUM SIGN PNE SIZE IS 4" WIDE X 48" HIGH. 6. SIGN PNE TO BE MOUNTED 7 FT BOVE THE GROUND. TYPE C SIGNS, DEINETORS & MRKERS IN CONCRETE REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST4 OF ST53 SHEETS

42 PNE C PNE C VR. VR. POST POTTED/REVISED:/8/06 STRINGERS STRINGERS SIGN FCE SIGN FCE Š" BOT BRCKET STINESS STEE STRP (ƒ" x 0.03" MIN.) POST - " TYP. SEE DETI GVNIZED OR STINESS STEE BRCKET, BOT ND WSHER. SINGE POST PUNCHING EEVTION -POST PUNCHING EEVTION VIEW - STRP MOUNTING DETI FOR OVERHED IDENTIFICTION ND Rural Sample Plan TYPICS0 PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn - " POST C Š" BOT - " STRINGER -.3"x 6.7" x " SIGN FCE OR STRINGER IGHTING SYSTEM IDENTIFICTION PTES 3"x3"x " NOTES:. FOR DETIS ND NOTES NOT SHOWN SEE "C" & 3"x3"x " "D" SIGN DETIS.. FOR BCK TO BCK MOUNTINGS, ROTTE STRINGERS FOR ONE PNE 80 FROM WHT IS SHOWN SUCH THT PNES CN BE MOUNTED T SME EEVTION. BR 3"x " (MNDOT 339) 3. DETI STRINGER MY BE ONE OF THE THREE DESIGNS DETIED OR N PPROVED EQU. STRUCTUR STEE SH BE IN CCORDNCE " Š" BOT, OCK WITH MNDOT 3306 ND GVNIZED IN CCORDNCE WSHER ND NUT. WITH MNDOT FSTENERS SH BE IN CCORDNCE WITH MNDOT 339.B ND SH BE GVNIZED EITHER BY THE HOT-DIP PROCESS IN CCORDNCE WITH STM 53, OR BY THE MECHNIC PROCESS IN CCORDNCE WITH DETI STRINGER TERNTES STM B695, CSS 50 OR GRETER. " DI. U-BOT, NUTS ND OCK WSHERS (STRUCTUR STEE - MNDOT 339) SIGN TYPE C ND D STRUCTUR DETI STEE MOUNTING SYSTEM FOR ROUND SUPPORTS REVISED: --06 STTE PROJ. NO (TH 94) SHEET NO. ST4 OF ST53 SHEETS

43 () () () POTTED/REVISED:/8/06 TYPE E OR EO SIGN PNE 4' 6'' 4' 6'' TYPE E OR EO SIGN PNE S4x7.7 POSTS MIN. MIN. 3# POSTS TYPE OR OH TYPE OR OH SIGN PNE SIGN PNE EFT JUSTIFIED PNE MOUNTING RIGHT JUSTIFIED PNE MOUNTING NYON INSERT OCKNUT & WSHER Rural Sample Plan TYPICS PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn POST CIP POST B B BOT PNE MX. '' O.C. SECTION - C C SECTION B-B S4x7.7 POST C C SECTION B-B 3# POST (Mn/DOT 340) () () VIEW C-C SPECIFIC NOTES: () SEE TBUTION SHEET FOR NUMBER ND SPCING OF POSTS. SPCING ND OCTION CN BE DJUSTED WHERE NECESSRY. () POST CIPS SH BE TTCHED ON BOTH SIDES OF ECH POST T ECH PNE JOINT S INDICTED. GENER NOTE:. TYPE E OR EO SIGN PNE SH BE EFT JUSTIFIED FOR EFT EXITS ND RIGHT JUSTIFIED FOR RIGHT EXITS ON TYPE OR OH SIGN PNE. TYPE E & EO SIGN STRUCTUR DETIS REVISED: STTE PROJ. NO (TH 94) SHEET NO. ST43 OF ST53 SHEETS

44 POTTED/REVISED:/8/06 SIGN PNES 7'-6'' MUTIPES OF 6'-0'' TYPIC 7'-6'' MX. MX. 7'-4'' MIN. VERTIC CER. MX. SPN ENGTH = 46' SIMPE SPN SPECIFIC NOTES: DIMENSION Y IS CONSTNT ND BSED ON THE DEEPEST SIGN PNE BOVE THT WKWY. WHEN STNDRD SIGN PNE(S) ND CMS RE MOUNTED ON THE SME SPN, DIMENSION Y SH BE GOVERNED BY THE CMS. MINIMUM CERNCE WI BE MESURED FROM THE HIGHEST EEVTION OF PVEMENT, SHOUDERS, ND MOUNTBE CURBS, OR IF INSURMOUNTBE CURBS RE USED, THE HIGHEST EEVTION BETWEEN CURB INES. GENER NOTES: DESIGN SPECIFICTIONS: TRUSS, POST, & HRDWRE: SHTO STNDRD SPECIFICTIONS FOR STRUCTUR SUPPORTS FOR HIGHWY SIGNS, UMINIRES ND TRFFIC SIGNS DTED 999. ODING: SIGN PNE PNE MOUNTING POST WIND OD 90 M.P.H. NORM TO SIGN FCE IN COMBINTION WITH OTHER ODS OUTINED IN THE DESIGN SPECIFICTIONS. UNIT STRESSES: CONCRETE Fc =,600 PSI REINFORCEMENT STEE Fs = 4,000 PSI FOOTING SOI PRESSURE /4 TONS PER SQ. FT. MTERIS: STRUCTUR STEE (EXCEPT POST, TUBES)- MNDOT 3306 Rural Sample Plan TYPICS PTH & FIENME: IP_PWP:d63385\Rural Sample Plan TYPICS.dgn REV '-4'' MIN. VERTIC CER. 7'-6'' MX. MX. SPN ENGTH - 43'-3'' SFETY RI CNTIEVER WKWY OW STEE EEVTION INDEX OF STNDRD SIGN DRWINGS DRWING TITE ST- GENER EEVTION ND NOTES ST- CMBER, POST IDENTIFICTION ND ESTIMTED QUNTITIES ST-3 FOUNDTIONS ND NCHOR RODS ST-4 TRUSS/POST CONNECTION & BSEPTE ST-5 SIGN TRUSS DETIS - TYPE ST-6 SIGN TRUSS DETIS - TYPE B ST-7 SIGN TRUSS DETIS - TYPE C ST-8 WKWY DETIS ST-9 FODING HNDRI ST-0 SIGN PNE ND PNE MOUNTING POST DETIS ST- EECTRIC DETIS ST- EECTRIC DETIS ST-3 EECTRIC DETIS (CMS SIGNS) 3'-0" MXIMUM S4X7.7 '-7'' SECTION MIN. EXCEPT SIGN HEIGHT Y 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 0'-0" 0'-6" '-0" '-6" '-0" '-6" 3'-0" CMS 4'-4" 4'-7" 4'-0" 5'-" 5'-4" 5'-7" 5'-0" 6'-" 6'-4" 6'-7" 6'-0" 7'-" 7'-4" 7'-7" C TRUSS WKWY SUPPORT BRCKET T 6'-0'' CENTERS CMS (NEW ED) CMS (ED) CMS (DRUM) Y POST STEE VRIES HIGH STRENGTH BOTS MNDOT 339.B NCHOR RODS MNDOT 3385 CSTINGS MNDOT 33 REINFORCEMENT BRS MNDOT 330 SPIR MNDOT 3305 NO SPICES WKWY GRTING FEDER SPECIFICTIONS RR-G-66b, TYPE, STEE CONCRETE MNDOT 46 (MIX 3Y43) FINISH: COMPONENTS SH BE GVNIZED FTER FBRICTION EXCEPT REINFORCEMENT BRS, OWER PORTION OF NCHOR RODS, UMINUM, ND OTHER NON FERROUS INCIDENTS. GVNIZING SH CONFORM TO MNDOT 339 OR MNDOT 3394 S PPICBE. BERING SURFCES MUST BE SMOOTH. FBRICTION: FBRICTION OF STRUCTUR METS SH BE IN CCORDNCE WITH MNDOT 47, MNDOT 564 ND THE PPICBE SPECI PROVISIONS. WEDING TO BE CONTINUOUS. CONTCT SURFCES MUST BE COMPETEY SEED. INSPECTION: INSPECTION BEFORE ND FTER GVNIZING PER MNDOT 5 ND MNDOT 47. STNDRD OVERHED SIGN SUPPORTS INTERIM DESIGN B GENER EEVTIONS ND NOTES DRWING ST- STTE PROJ. NO (TH 94) SHEET NO. ST44 OF ST53 SHEETS