NOTICE TO BIDDERS ADDENDUM NO. 2. Dated: April 12, 2019 SAP , SAP

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1 Public Works Department Donald J. Theisen, P.E. Director NOTICE TO BIDDES Wayne H. Sandberg, P.E. Deputy Director/County Engineer ADDENDUM NO. Dated: April, 09 SAP 08--0, SAP Type of Work: ADIN, BITUMINOUS SUFACIN, CONCETE SUFACIN, ADA IMPOVEMENTS, LIHTIN, AND TMS Bidders are hereby notified that the following Addendum is to become a part of the Plans and Specifications on the above referenced project. The following changes are made: I. MODIFICATIONS TO BID WOK Add Item:. A EVISED BID WOK HAS BEEN UPLOADED TO QUESTCDN.COM. CONTACTOS SHALL SUBMIT BIDS WITH THIS EVISED BID WOK.. For informational purposes, the following is a list of changes incorporated into the revised Bid Worksheet: ITEM NO. ITEM DESCIPTION UNIT TOTAL ESTIMATED QUANTITY evised Quantity (Previous Quantity) 0.07 SELECT ANULA EMBANKMENT (CV) (9).07 AEATE BASE (CV) CLASS (348) TYPE SP. NON WEAIN COUSE MIXTUE (3,B) TON (0) TYPE SP. WEAIN COUSE MIXTUE (3,F) TON 9 9 (340) II. MODIFICATIONS TO THE PLANS - SAP 08--0, SAP Plan Sheet 3 of - Delete plan sheet 3 and replace with revised sheet 3 included in this addendum.. Plan Sheet 4 of - Delete plan sheet 4 and replace with revised sheet 4 included in this addendum.

2 3. Plan Sheet 8 of - Delete plan sheet 8 and replace with revised sheet 8 included in this addendum. 4. Plan Sheet 0 of - Delete plan sheet 0 and replace with revised sheet 0 included in this addendum.. Plan Sheet 38 of - Delete plan sheet 38 and replace with revised sheet 38 included in this addendum.. Plan Sheet 39 of - Delete plan sheet 39 and replace with revised sheet 39 included in this addendum. 7. Plan Sheet of - Delete plan sheet and replace with revised sheet included in this addendum. 8. Plan Sheet 0 of - Delete plan sheet 0 and replace with revised sheet 0 included in this addendum. 9. Plan Sheet 33 of - Delete plan sheet 33 and replace with revised sheet 33 included in this addendum. 0. Plan Sheet M07 of - Delete plan sheet M07 and replace with revised sheet M07 included in this addendum //9 Kevin M. Peterson Lic. No. Date

3 NO. TAB ITEM NO. ITEM NOTES UNIT TOTAL ESTIMATED QUANTITY STATEMENT ESTIMATED QUANTITIES 0.0 VIBATION MONITOIN LUMP SUM S.A.P PAT. (ANT ELI.) (WILLENIE) 00% COUNTY 0% COUNTY / 0% CITY 0% COUNTY / 0% CITY S.A.P NON-PAT. (WILLENIE) % COUNTY / 43.7% MAHTOMEDI /.3% WILLENIE S.A.P NON-PAT PAT. (ANT ELI.) (WILLENIE) NON-PAT (WILLENIE) 00% CITY 00% CITY 00% CITY 00% CITY OADWAY OADWAY OADWAY STOM SEWE OADWAY OADWAY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY 0.0 MOBILIZATION LUMP SUM FIELD FICE TYPE D EACH 0 C 0.4 CLEAIN TEE C 0.4 UBBIN TEE B 04.0 EMOVE PIPE APON EACH B 04.0 EMOVE CONCETE STEPS EACH EMOVE MANHOLE EACH EMOVE CASTIN EACH EMOVE ATE VALVE AND BOX EACH EMOVE CUB AND BOX EACH EMOVE HYDANT EACH 7 9 B 04.0 EMOVE DAINAE STUCTUE EACH EMOVE SIN TYPE C EACH EMOVE SIN TYPE SPECIAL EACH SALVAE HYDANT EACH 09 O 04.0 SALVAE SIN TYPE C EACH 0 Q 04.0 SALVAE SIN TYPE SPECIAL EACH 9 B 04.0 SALVAE MAIL BOX SUPPOT () EACH 9 B SAWIN CONCETE PAVEMENT (FULL DEPTH) LIN FT B SAWIN BITUMINOUS PAVEMENT (FULL DEPTH) LIN FT EMOVE WATE MAIN LIN FT B EMOVE SEWE PIPE (STOM) LIN FT EMOVE SEWE PIPE (SANITAY) LIN FT B EMOVE CUB AND UTTE LIN FT B EMOVE ETAININ WALL () LIN FT 9 B EMOVE WOOD ETAININ WALL () LIN FT 9 B EMOVE CHAIN LINK FENCE (3) LIN FT 9 B EMOVE WOOD FENCE (3) LIN FT EMOVE SANITAY SEVICE PIPE LIN FT EMOVE WATE SEVICE PIPE LIN FT B EMOVE CONCETE SQ YD B EMOVE CONCETE DIVEWAY PAVEMENT SQ YD 9 B EMOVE BITUMINOUS DIVEWAY PAVEMENT SQ YD B EMOVE BITUMINOUS PAVEMENT SQ YD SALVAE IIATION EQUIPMENT LUMP SUM 04.0 HAUL SALVAED MATEIAL (4) LUMP SUM DEWATEIN LUMP SUM 0.0 CONSTUCT TEMPOAY BYPASS EACH EXCAVATION SPECIAL COMMON BOOW SPECIAL (CV) (9) HAUL AND DISPOSE CONTAMINATED MATEIAL 8 8 8,4 A,S 0.07 EXCAVATION - COMMON (P) A 0.07 SELECT ANULA EMBANKMENT (CV) (P) A 0.07 COMMON EMBANKMENT (CV) (P) TEST OLLIN OAD STA 9 9 :3:4 PM 8 A 8.07 AEATE SUFACIN (CV)CLASS S 8.09 AEATE SUFACIN SPECIAL () TON 4 4 NOTES: 3.0 UTILITY POTECTION HOU STEET SWEEPE (WITH PICKUP BOOM) HOU WATE () MALLON CALCIUM CHLOIDE SOLUTION () ALLON (P) DENOTES PLAN QUANTITY () FO MAILBOX ONLY () APPOX..-FT HIH (3) APPOX. 4-FT HIH,INCLUDES ALL COMPONENTS THE FENCE,POSTS,AND FOOTINS. (4) FO SALVAED HYDANT.TO BE DELIVEED TO WILLENIE CITY SHOP. () TO BE USED FO OAD AND/O DIVEWAY ACCESS ONLY AS DIECTED BY THE ENINEE AND FO TEMPOAY BUSINESS PAKIN. () FO DUST CONTOL AS DIECTED BY THE ENINEE (9) FO EMBANKMENT EXCAVATED CONTAMINATED MATEIALS APPOVED BY THE ENINEE. 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_seq00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) STATEMENT ESTIMATED QANTITIES 3

4 NO. TAB ITEM NO. ITEM NOTES UNIT TOTAL ESTIMATED QUANTITY STATEMENT ESTIMATED QUANTITIES S.A.P PAT. (ANT ELI.) (WILLENIE) 00% COUNTY 0% COUNTY / 0% CITY 0% COUNTY / 0% CITY S.A.P NON-PAT. (WILLENIE) % COUNTY / 43.7% MAHTOMEDI /.3% WILLENIE S.A.P NON-PAT PAT. (ANT ELI.) (WILLENIE) NON-PAT (WILLENIE) 00% CITY 00% CITY 00% CITY 00% CITY OADWAY OADWAY OADWAY STOM SEWE OADWAY OADWAY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY QUANTITY 8 A.07 AEATE BASE (CV)CLASS (P) S 3.09 BITUMINOUS PATCHIN MIXTUE (7) TON B 3.04 MILL BITUMINOUS SUFACE (.0") SQ YD CONCETE PAVEMENT " HIH-EALY (0) SQ YD F 30.0 DILL AND OUT EINFOCEMENT BA (EPOXY COATED) EACH D TYPE SP 9. WEAIN COUSE MIXTUE (3,B) TON D TYPE SP. NON WEAIN COUSE MIXTUE (3,B) TON D TYPE SP. WEAIN COUSE MIXTUE (3,F) TON 9 9 E 4.07 CONCETE STEPS I 4.8 PEFABICATED MODULA BLOCK WALL SQ FT I 4.8 ANTI-AFFITI COATIN SQ FT I 4.8 ACHITECTUAL SUFACE FINISH (MULTI COLO) (8) SQ FT J 4.07 FINE AEATE BEDDIN (CV) J " C PIPE APON EACH 89-9 J 0.0 4" C SAFETY APON EACH 9 L " PEF TP PIPE DAIN LIN FT :3:4 PM NOTES: " PVC PIPE SEWE LIN FT " PVC PIPE SEWE LIN FT " PVC PIPE SEWE LIN FT " PVC PIPE SEWE LIN FT " PVC PIPE SEWE LIN FT J " SPAN C PIPE-ACH SEWE CLASS IIIA LIN FT J " C PIPE SEWE DESIN 300 CLASS V LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT J " C PIPE SEWE DESIN 300 CLASS III LIN FT CONSTUCT TEMPOAY BYPASS LUMP SUM CONNECT TO EXISTIN SANITAY SEWE EACH J 03.0 CONNECT TO EXISTIN STOM SEWE EACH CONNECT TO EXISTIN SANITAY SEWE SEVICE EACH "X4" PVC WYE EACH 03.0 "X" PVC WYE EACH 89-9 J 03.0 " PIPE SADDLE (9) EACH 89-9 J " PIPE SADDLE (9) EACH 89-9 J 03.0 " PIPE SADDLE (9) EACH 89-9 J " SPAN PIPE SADDLE (9) EACH 9 B PLU FILL AND ABANDON PIPE SEWE (0) LIN FT J VIDEO TAPE PIPE SEWE LIN FT TELEVISE SANITAY SEWE LIN FT TEMPOAY WATE SEVICE LUMP SUM INSTALL IIATION EQUIPMENT LUMP SUM 04.0 CONNECT TO EXISTIN WATE MAIN EACH CONNECT TO EXISTIN WATE SEVICE EACH INSTALL HYDANT AND VALVE EACH " COPOATION EACH (P) DENOTES PLAN QUANTITY (7) TO BE USED ON DETOU OUTES MAINTAININ TPA THOUH STAED AEAS AS DIEDTED BY THE ENINEE (8) FIELD SAMPLE TO BE VEIFIED BY THE ENINEE.EDI-OCK LIMESTONE,ECON ETAININ WALL LESEU COUNTY LIMESTONE,O APPOVED EQUAL (9) SEE DETAIL ON DAINAE DETAIL S (0) 8 LIN FT 4" CP (0) FO USE AS DIECTED BY THE ENINEE 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_seq00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) STATEMENT ESTIMATED QANTITIES 4

5 EATHWOK & AEATE A EATHWOK & AEATE A OADWAY STATION EXCAVATION - COMMON COMMON EMBANKMENT (CV) SELECT ANULA EMBANKMENT (CV) AEATE SUFACIN (CV)CLASS AEATE BASE (CV) CLASS COMMON TOPSOIL BOOW OADWAY STATION EXCAVATION - COMMON COMMON EMBANKMENT (CV) SELECT ANULA EMBANKMENT (CV) AEATE SUFACIN (CV)CLASS AEATE BASE (CV) CLASS COMMON TOPSOIL BOOW C.S.A.H C.S.A.H (STILLWATE D) (STILLWATE D) SUBTOTALS NON-PAT :3:43 PM C.S.A.H. (STILLWATE D) +0 TO 7+0 SUBTOTALS 9 TOTALS //09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_ewk00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) EATHWOK SUMMAY & TABULATION 8

6 CLEAIN AND UBBIN OADWAY STATION LOCATION C 0 0 CLEAIN UBBIN BITUMINOUS SUMMAY OADWAY STATION TO STATION TYPE SP 9. TYPE SP. NON TYPE SP. WEAIN COUSE WEAIN COUSE WEAIN COUSE MIXTUE (3,B) MIXTUE (3,B) MIXTUE (3,F) D 3" BITUMINOUS TAIL TEE TEE TON () TON () TON () SQ FT STILLWATE D 3+74 LEFT +4 IHT + IHT +8 IHT +3 IHT 8+90 IHT 9+0 IHT 9+0 IHT 9+04 IHT 9+ IHT 9+ IHT 9+ IHT 9+9 IHT 9+ IHT 9+3 IHT 9+33 IHT 9+43 IHT 9+0 IHT 9+3 IHT 9+8 IHT 9+3 IHT 9+4 IHT 9+74 IHT 9+77 IHT 9+79 IHT 9+83 IHT +33 IHT + IHT STILLWATE D TO TO TO TO TO SUBTOTALS NON-PAT PAKIN LOT 0+0 TO SUBTOTALS 0 TOTALS NOTE: () BITUMINOUS TONNAE CALCULATED BASED ON LBS/SY-IN :3:44 PM +0 IHT +80 IHT +89 IHT HALLAM AVE +0 IHT +0 IHT SUBTOTALS TOTALS //09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_tab00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) QUANTITIES TABULATION 0

7 POPOSED TYPICAL SECTION STILLWATE D (CSAH ) STA 99+3 TO STA 0+ /W ' /W { '.33' 0' PAK ' ' 0' PAK.33' VAIES VAIES VAIES VAIES.0" TYPE SP. WEAIN COUSE MIXTUE SPWEB340F SPEC 30 PILE ADE.0" TYPE SP. WEAIN COUSE MIXTUE SPWEB340F SPEC 30.0" TYPE SP. NON WEAIN COUSE MIXTUE SPNWB340B SPEC 30 POPOSED TYPICAL SECTION STILLWATE D (CSAH ) 8" AEATE BASE (CV), CLASS SPEC " SELECT ANULA EMBANKMENT (CV) STA 0+ TO STA 09+0 /W ' /W.33' 0' PAK ' { ' 4'-0' SHLD/ PAK '-.33' CONCETE : ' B4 PILE ADE B4 ' : 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN 4" CONCETE - SPEC (O 4" CONCETE SPECIAL) MIN " AEATE BASE (CV), CLASS - SPEC POPOSED TYPICAL SECTION STILLWATE D (CSAH ) ENEAL NOTES: /W STA 09+0 TO STA +0 ' /W ALL COSS S AE IN FT/FT UNLESS OTHEWISE NOTED. :3:4 PM ' 0.0 BL TAIL N.33' DESSIN VA. : { 0' ' ' 4' PAK SHLD 0.0 B4 B4 ' ' PILE ADE TAIL PILE 4" PEF. TP PIPE ADE WITH EOTEXTILE WAP SEE STANDAD PLAN ' ' '-9.33' 7'-0' : 0.0 PEFABICATED MODULA BLOCK ETAININ WALL (SEE ETAININ WALL PLANS) 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN 3 4 THE ADIN ADE AND SUBCUT COSS S WILL BE THE SAME AS THE POPOSED PAVEMENT SUFACE. 'AT MAHTOMEDI AVE INTESECTION TO INTODUCE A IHT TUN SHOULDE NAOWS TO 4' AT BUMPOUTS NAOWS AT STEP LOCATIONS WIDENS AT BUMPOUTS LONITUDNAL WEA COUSE PAVIN JOINT SHALL BE AT ' FOM CENTELINE.' CLEA ZONE FOM FACE TO CUB 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_typ003.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED EV. BY BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. THL 4//9 THL 4//9 TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) TYPICAL SECTIONS 38

8 POPOSED TYPICAL SECTION STILLWATE D (CSAH ) STA +0 TO STA +7 /W ' /W ' ' BL TAIL N 4.33' 0' PAK ' { ' 0' PAK ' ' :4 0.0 VA :4.0" TYPE SP. WEAIN COUSE MIXTUE SPWEB340F SPEC 30 DESSIN : ' TAIL PILE ADE B4 PILE ADE 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN B4 ' : DESSIN 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN DESSIN.0" TYPE SP. WEAIN COUSE MIXTUE SPWEB340F SPEC 30.0" TYPE SP. NON WEAIN COUSE MIXTUE SPNWB340B SPEC 30 8" AEATE BASE (CV), CLASS SPEC " SELECT ANULA EMBANKMENT (CV) CONCETE POPOSED TYPICAL SECTION STILLWATE D (CSAH ) STA +7 TO STA 7+ /W ' /W 4" CONCETE - SPEC.' 9.33'-0' /TAIL 0 0'-.33' 3' { ' TWL 3'.33' '.' MIN " AEATE BASE (CV), CLASS - SPEC :4 DESSIN :3 :4 :3:4 PM /C 0 DESSIN STA 9+4 TO STA +8 /W ' 0.0 0' LOADIN ZONE VA : 8" CONCETE DIVEWAY B4 ' 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN D B4 ' DESSIN DESSIN 4" PEF. TP PIPE WITH EOTEXTILE WAP SEE STANDAD PLAN ENEAL NOTES: ALL COSS S AE IN FT/FT UNLESS OTHEWISE NOTED. THE ADIN ADE AND SUBCUT COSS S WILL BE THE SAME AS THE POPOSED PAVEMENT SUFACE. : LONITUDNAL WEA COUSE PAVIN JOINT 9 MATCH EXISTIN PAVEMENT SHALL BE AT ' FOM CENTELINE SECTION WHEE MEDIAN EMOVED STA -88 TO STA 7+.' CLEA ZONE FOM FACE TO CUB 0 SEE CONSTUCTION PLANS PAK WIDENS TO ' AT WANE AVE FO IHT TUN CHANES TO ' PAVED AT IHT TUN TAPE INSET C BITUMINOUS TAIL 3" TYPE SP 9. WEAIN COUSE MIXTUE (SPWEA30B) SPEC 30 ( -." LIFTS) MIN " AEATE BASE (CV), CLASS - SPEC 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_typ004.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. TIM LAMKIN, J DAWN TWB, S.A.P STILLWATE OAD (CSAH ) TYPICAL SECTIONS 39

9 PAVEMENT MESSAE AEA CALCULATION PAVEMENT STIPIN COLO BEAKDOWN PAVEMENT MESSAE PEFOMED THEMO IN OADWAY THU IHT/LEFT TUN AOW () LEFT TUN AOW () LEFT TUN BIKE AOW (3) IHT TUN AOW () SHAED MAKE (4) BICYCLE SYMBOL () TOTAL SQ FT OADWAY 4" SOLID LINE MULTI-COMPONENT IN 4" SOLID LINE MULTI-COMPONENT IN EACH SQ FT EACH SQ FT EACH SQ FT EACH SQ FT EACH SQ FT EACH SQ FT WHITE YELLOW TOTAL WHITE YELLOW TOTAL STILLWATE D STILLWATE D TIM PL TIM PL WANE AVE WANE AVE HALLMAN AVE 7 43 HALLMAN AVE WILDWOOD D WILDWOOD D MAHTOMEDI AVE MAHTOMEDI AVE PENWAY D PENWAY D FOEST AVE FOEST AVE DATMOO D DATMOO D MCEO AVE N MCEO AVE N MCEO AVE S MCEO AVE S LENMA AVE LENMA AVE TH 44 TH SUBTOTAL SUBTOTAL NON-PAT NON-PAT :3:47 PM CITY HALL PAKIN LOT NOTES: SUBTOTAL TOTALS () LEFT THOUH/ THOUH IHT TUN AOW IS. SQ FT. ()LEFT TUN/IHT TUN AOW IS.4 SQ FT. (3)LEFT TUN BIKE AOW IS.9 SQ FT. (4)SHAED MAKE IS 8. SQ FT. ()BICYCYLE SYMBOL IS.98 SQ FT. CITY HALL PAKIN LOT SUBTOTAL TOTALS TABULATIONS 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_sgn_tb00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. OSS TILLMAN CSS DAWN CSS BT, S.A.P STILLWATE OAD (CSAH ) SININ & STIPIN PLAN

10 T PAKIN TIME ANY NO PAKIN VISTO C-4 C- T PAKIN TIME ANY NO PEIMETE = 30 ' EM = 48 SQ ' AEA = SQ' AEA = SQ' EM = 48 SQ ' PEIMETE = 30 ' 3 WANE AV STILLWATE D 4 WANE AV { C.S.A.H. /STILLWATE D C-8 SMH 4 STILLWATE D WANE AVE N SPEED LIMIT 30 C- 4DY WANE AVE N 4SW 4SW IHT MUST TUN IHT C-0 4BY 4DY :3:0 PM 4//09 MATCHLINE STA. 4+ SPEED LIMIT 30 ONE HOU PAKIN 0 0 SCALE H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_sgn003B.dgn WANE AVE S FEET NO PAKIN THIS SIDE STEET EXISTIN SININ NO PAKIN ANY TIME 3 LIMIT SPEED 3 4 MATCHLINE STA { C.S.A.H. /STILLWATE D F+I 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) INPLACE SALVAE EMOVE MATCHLINE STA. 4+ LEEND EMOVE SIN TYPE C INSTALL 4SW EV. C-4 BY 70 T TUN IHT THL 4//9 MUST ' ' ' IHT I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. 4SW OSS TILLMAN WANE AVE S SMH 4DY DAWN NO PAKIN ANY TIME POPOSED SININ & STIPIN CSS CSS BT C-9 ' ' '.. C-7 NOTE: 3 LIMIT SPEED STIPIN. A EFEENCE. 4TW 4DY 4SY, S.A.P CONTACTO SHALL STAKE SIN LOCATION, WASHINTON COUNTY TAFFIC ENINEE TO VEIFY STAKED LOCATIONS PIO TO INSTALLATION SINS. WASHINTON COUNTY TAFFIC ENINEE SHALL FIELD MAK STIPIN ON FINAL WEAIN COUSE PIO TO FINAL CONTACTO SHALL INSTALL BUS SINS AT SAME BUS FOM WHICH THEY WEE SALVAED. NUMBES AE POVIDED ON THESE PLANS AS STILLWATE OAD (CSAH ) SININ & STIPIN PLAN 0 MATCHLINE STA. 8+00

11 AEA = SQ' EM = 48 SQ ' PEIMETE = 30 ' SHAED MAKIN WITH ON-STEET PAKIN SHAED MAKIN WITHOUT ON-STEET PAKIN BICYCLE TUN MAKIN " " 7" 7" " 7" " 7" 7" 7" 40" 40" 7" :3:0 PM () FONT FACE CUB FONT FACE CUB NOTES: NOTES: WHEN USED WITH ON-STEET PAKIN, THE SHAED MAKIN SHOULD BE PLACED () WHEN USED WITHOUT ON-STEET PAKIN, THE SHAED SO THAT THE CENTE THE MAKIN IS MAKIN SHALL BE PLACED SO THAT THE CENTE ' FOM THE FACE THE CUB. THE MAKIN IS 4' FOM THE FACE THE CUB. LINE LINE STIPIN DETAILS 4//09 H:\WHCO\T47\CAD\MS\plans\_Addendum\cd7_stp_DT00.dgn 4 NICOLLET AVENUE BUNSVILLE, MINNESOTA 337 Phone: (9) EV. BY THL 4//9 I HEEBY CETIFY THAT THIS PLAN, SPECIFICATION, O EPOT WAS PEPAED BY ME O UNDE MY DIECT SUPEVISION AND THAT I AM A DULY LICENSED PESSIONAL ENINEE UNDE THE LAWS THE STATE MINNESOTA. OSS TILLMAN CSS DAWN CSS BT, S.A.P STILLWATE OAD (CSAH ) SININ & STIPIN PLAN 33

12 7" 8'-" (Nominal Height) 4" 4' (Pole Height) Ø'-4" BASE 80 Ø ' Bolt Circle Ø" HANDHOLE LOCATION 0 Ø9" OPENIN ' 0"