NOTICE TO BIDDERS ADDENDUM NO. 2. Dated: March 21, 2019 SAP

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Public Works Department Donald J. Theisen, P.E. Director NOTICE TO BIDDERS Wayne H. Sandberg, P.E. Deputy Director/County Engineer Type of Work: DDENDUM NO.

1 Public Works Department Donald J. Theisen, P.E. Director NOTICE TO BIDDERS Wayne H. Sandberg, P.E. Deputy Director/County Engineer Type of Work: DDENDUM NO. 2 Dated: March 21, 219 SP Removing and milling pavement, grading, aggregate base, bituminous paving, storm sewer, water main, culverts, traffic barrier, signing, and striping. Bidders are hereby notified that the following ddendum is to become a part of the Plans and Specifications on the above referenced project. The following changes are made: I. MOFICTIONS TO BID WORK dd Item: 1. REVISED BID WORK HS BEEN UPLODED TO QUESTCDN.M. NTRCTORS SHLL SUBMIT BIDS WITH THIS REVISED BID WORK. 2. For informational purposes, the following is a list of changes incorporated into the revised Bid Worksheet: ITEM NO. ITEM DESCRIPTION UNIT TOTL DTIONL QUNTITY Revised Quantity (Previous Quantity) EXCVTION MMON (P) CU YD (77327) GGREGTE BSE (CV) CLSS CU YD (997) NCRETE DRIVEWY PVEMENT SQ YD 6 41 (3) II. MOFICTIONS TO VISION S IN SPECIFICTIONS 1. S-41 (216) EXCVTION ND EMBNKMENT The compaction table that is added to MnDOT 216.3, Construction Requirements is hereby deleted and replaced with the following table:

2 Item Description Compaction Testing Method 21 & 216 Embankment - >3 Feet Below Grading Grade- Specified Density (9% Non-Granular- Not Meeting 3149 Standard Proctor) 21 & 216 Embankment - <3 Feet Below Grading Grade- Non-Granular- Not Meeting 3149 Specified Density (% Standard 21 & & & & 216 Embankment - >3 Feet Below Grading Grade- Granular- Meeting 3149 Embankment - <3 Feet Below Grading Grade- Granular- Meeting 3149 Trench Backfill and Within 3 of Utility Structure- >3 Feet Below Grading Grade Trench Backfill and Within 3 of Utility Structure- <3 Feet Below Grading Grade Proctor) Specified Density (9% Standard Proctor) Penetration Index Specified Density (% Standard Proctor) Use Embankment Testing Method Specified bove 21 & 216 Embankment Outside of Road Core - Excluding Trench/Structure Backfill Quality Compaction 2211 ggregate Base Course Penetration Index LL Temporary Work Quality Compaction 21 & 216 Bottom of Subcut Excavation Quality Compaction 2. S-9 (282) PVEMENT MRKINGS Delete S-9 (282) PVEMENT MRKINGS in its entirety and replace with the following: S-9 (282) PVEMENT MRKINGS (MOFIED BY - 3/6/19) The provisions of MnDOT 282 are hereby modified and/or supplemented with the following: S-9.1 The following sentence in MnDOT B.7 is deleted: Do not construct a recess in new bituminous pavement unless the pavement is cured enough to handle the weight of the equipment. S-9.2 MnDOT B.7 is hereby supplemented with the following: Do not construct a recess in new bituminous pavement within a minimum 1 days of the placement of the final course of pavement, unless otherwise directed by the Engineer. S-9.3 MnDOT C.3 is hereby supplemented with the following:

3 Table shall be supplemented with the following table: Table Pavement Marking White Yellow Paint Wet Continuous 1 mcd/sq. m/lux 12 mcd/sq. m/lux Multi-Component Wet 1 mcd/sq. m/lux 12 mcd/sq. m/lux Continuous Preformed Tape Wet Continuous 2 mcd/sq. m/lux 2 mcd/sq. m/lux S-9.4 dd the following to paragraph to MnDOT B: For ground-in markings, the contractor will place continuous horizontal control based on targets provided by the engineer prior to installation of pavement grooves. III. MOFICTIONS TO PLN S 1. Plan Sheets ( sheets) 4, 6, 1, 13, C6.2 Delete original posted plan sheets and replace with attached plan sheet included in this addendum. Revisions include: a. Revised quantities b. Revised Driveway 986 to include a 2 by 2 pad. 2. Plan Sheets (7 sheets) Delete original posted plan sheets and replace with attached plan set included in this addendum. Revisions include: a. Revised Legend from NSTRUCTION UNDER SHORT TERM CLOSURE SEE SHORT TERM CLOSURE NOTES to NSTRUCTION UNDER TRFFIC UTILIZING FLGGERS 3. Plan Sheet (1 sheet) 136 Delete original posted plan sheets and replace with attached plan sheet included in this addendum. Revisions include: a. Revised existing contours Nathan rnold, P.E. Lic. No. Date

4 STTEMENT ESTIMTED QUNTITIES TOTL PROJECT NOTES TB NO. ITEM NO. ITEM DESCRIPTION UNIT QUNTITIES ESTIMTED CITY WOODBURY SP NON-PRTICIPTING NON-PRTICIPTING MOBILIZTION LUMP SUM FIELD FICE TYPE D ECH E CLERING CRE.8.8 E GRUBBING CRE.8.8 E CLERING TREE E GRUBBING TREE F PVEMENT MRKING REMOVL LIN FT F PVEMENT MRKING REMOVL SQ FT Z REMOVE GTE VLVE ND BOX ECH 1 1 Z REMOVE HYDRNT ECH 1 1 D REMOVE DRINGE STRUCTURE ECH F REMOVE MRKER ECH 2 2 F REMOVE SIGN TYPE C ECH X REMOVE SIGN TYPE SPECIL ECH REMOVE SIGN PNEL TYPE D ECH 1 1 F REMOVE PICNIC TBLE ECH 1 1 D SLVGE NCRETE PRON ECH 1 1 V SLVGE SIGN TYPE SPECIL ECH Y SLVGE SIGN PNEL TYPE SPECIL ECH 1 1 F SLVGE MIL BOX SUPPORT ECH 4 4 F SWING NCRETE PVEMENT (FULL DEPTH) LIN FT 1 1 F SWING BIT PVEMENT (FULL DEPTH) LIN FT D REMOVE PIPE CULVERTS LIN FT Z REMOVE WTER MIN LIN FT D REMOVE SEWER PIPE (STORM) LIN FT F REMOVE CURB & GUTTER LIN FT F REMOVE RETINING WLL LIN FT F REMOVE CHIN LINK FENCE LIN FT 6 6 F REMOVE NCRETE BRRIER LIN FT 2 2 D REMOVE BOX CULVERT LIN FT F REMOVE NCRETE DRIVEWY PVEMENT SQ YD 3 3 F REMOVE BITUMINOUS DRIVEWY PVEMENT SQ YD F REMOVE BITUMINOUS PVEMENT (P) SQ YD F REMOVE BITUMINOUS WLK (P) SQ FT EXCVTION - MMON (P) CU YD EXCVTION - SUBGRDE (P) CU YD SELECT GRNULR EMBNKMENT (CV) (P) CU YD MMON EMBNKMENT (CV) (P) CU YD (3) G GGREGTE SURFCING (CV) CLSS 1 MOD (P) CU YD GGREGTE SURFCING SPECIL TON (11) SKID LODER HOUR 1 1 (11) STREET SWEEPER (WITH PICKUP BROOM) HOUR 11 1 (4) WTER M GLLON (6) CLCIUM CHLORIDE SOLUTION GLLON :47:4 M 3/2/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Cest1.dgn G GGREGTE BSE (CV) CLSS (P) CU YD (P) DENOTES PLN QUNTITY. (1) BITUMINOUS QUNTITIES BSED ON UNIT WEIGHT 113 POUNDS PER SQURE YRD PER INCH. (2) INCLUDES LL ITEMS FOR TRFFIC NTROL DETOURS, STGES ND OTHER ITEMS S DEEMED NECESSRY FOR TRFFIC NTROL BY THE ENGINEER UNLESS OTHER PY ITEMS RE INCLUDED IN THE PLN. (3) SEE NSTRUCTION/SOILS NOTES FOR DESCRIPTION REQUIREMENTS. (4) WTER TO BE USED FOR DUST NTROL S RECTED BY THE ENGINEER IN THE FIELD. LL WTER USED FOR MPCTION ND TURF ESTBLISHMENT IS INCIDENTL. () MIX DESIGN SPWE23B. (6) TO BE USED FOR DUST NTROL S RECTED BY THE ENGINEER. SSUMES ONE PPLICTION TO LL GRVEL RODWY SURFCES T RTE.2 GL/SQ YD. (7) NTRCTOR TO FURNISH ND INSTLL DDRESS PLQUES (. SQ FT ECH) FOR ECH DDRESS IN THE NSTRUCTION RE. LSO INCLUDES SQ FT TO BE USED T THE DESCRETION THE ENGINEER. (8) NTRCTOR TO SUBMIT TRFFIC NTROL PLN FOR USE FLG PERSON HOURS WHICH SHLL BE REVIEWED ND PPROVED BY THE UNTY. FILURE TO DO SO SHLL RESULT IN NO PYMENT. (9) THE OPTIONL SECURITY CHIN SHLL BE USED. MINIMUM ONE NEWSPPER BOX BRCKET SHLL BE PROVIDED PER UNIT. LL BOLTS SHLL BE STINLESS STEEL ND SECURED WITH ZINC TED LOCKING UNIT. (1) FOR INSTLLTIONS BETWEEN THE DTES OCTOBER 1 ND PRIL 1, USE FST DRY MTERIL FROM THE MULTI-MPONENT LIQUID PVEMENT MRKINGS PPROVED/QULIFIED PRODUCTS LIST. (11) SEE CITY WOODBURY'S STNDRD PROJECT MNUL FOR UTILITY ND STREET NSTRUCTION (219). (12) TO BE USED T THE SCRETION THE ENGINEER. INCLUDES NSTRUCTION ST BILEY FRONTGE ROD, PERCENTGE NSTRUCTION ST FOR MOBILIZTION, TRFFIC NTROL, ND EROSION NTROL. LSO INCLUDES % QUNTITIES FOR MULTI-USE TRIL, PEDESTRIN RMPS, NCRETE CURB & GUTTER LOCTED IN WOODBURY, 2% BILEY FILTRTION BSIN, ND 22% ERRP FILTRTION BSIN. I hereby certify that this plan, specification, or report 1 3/2/19 CJ EO EO DDENDUM #2 STTE ID PROJECT NO. DRWN BY STTEMENT ESTIMTED QUNTITIES 4...\FinalPlan\126_Cest1.dgn Date 3/2/19 License #

5 STTEMENT ESTIMTED QUNTITIES TOTL PROJECT NOTES TB NO. ITEM NO. ITEM DESCRIPTION UNIT QUNTITIES ESTIMTED CITY WOODBURY SP NON-PRTICIPTING NON-PRTICIPTING (11) " WTERMIN DUCTILE IRON CL 1 LIN FT (11) " POLYSTYRENE INSULTION SQ YD (11) DUCTILE IRON FITTINGS POUND 1 1 R NST DRINGE STRUCTURE DESIGN SPECIL 1 ECH 1 1 S CSTING SSEMBLY ECH R NST DRINGE STRUCTURE DESIGN F LIN FT R NST DRINGE STRUCTURE DESIGN G LIN FT R NST DRINGE STRUCTURE DESIGN SD-48 LIN FT R NST DRINGE STRUCTURE DESIGN SD-6 LIN FT R NST DRINGE STRUCTURE DES LIN FT R NST DRINGE STRUCTURE DES 6-42 LIN FT R NST DRINGE STRUCTURE DES LIN FT R NST DRINGE STRUCTURE DES LIN FT D RENSTRUCT DRINGE STRUCTURE LIN FT R GRTE CSTING SPECIL ECH 2 2 R 18-19, GEOTEXTILE FILTER TYPE 4 SQ YD R 18-19, RNDOM RIPRP CLSS II (P) CU YD R RNDOM RIPRP CLSS III CU YD H " NCRETE WLK SQ FT () H " BITUMINOUS WLK SQ FT H NCRETE CURB & GUTTER DESIGN B424 LIN FT H NCRETE CURB & GUTTER DESIGN B618 (MOD) LIN FT H " NCRETE DRIVEWY PVEMENT SQ YD H TRUNCTED DOMES SQ FT P PORTBLE PRECST NC BRRIER DES 8337 LIN FT (11) INSTLL MIL BOX SUPPORT ECH 4 4 (9) MIL BOX SUPPORT ECH 2 2 J END TRETMENT-TNGENT TERMINL ECH 2 2 J TRFFIC BRRIER DESIGN TYPE 31 LIN FT PERMNENT BRRICDES LIN FT P IMPCT TTENUTOR SSEMBLY J WIRE FENCE DESIGN LIN FT 6 6 (11) TRFFIC NTROL SUPERVISOR LUMP SUM (2),(11) TRFFIC NTROL LUMP SUM R FLEXIBLE DELINETOR TYPE ECH P PORTBLE NCRETE BRRIER DELINETOR ECH (8) FLGGER HOUR 4 4 (12) PORTBLE CHNGEBLE MESSGE SIGN UNIT DY 4 4 (7) NSTRUCTION SIGN-SPECIL SQ FT Y INSTLL SIGN PNEL TYPE SPECIL ECH 1 1 W OBJECT MRKER TYPE X4- ECH T SIGN PNELS TYPE C SQ FT U SIGN PNELS TYPE D SQ FT V INSTLL SIGN TYPE SPECIL ECH 9:48:22 M 3/2/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Cest3.dgn RIGID PVC LOOP DETECTOR 6'X6' ECH 1 1 (P) DENOTES PLN QUNTITY. (1) BITUMINOUS QUNTITIES BSED ON UNIT WEIGHT 113 POUNDS PER SQURE YRD PER INCH. (2) INCLUDES LL ITEMS FOR TRFFIC NTROL DETOURS, STGES ND OTHER ITEMS S DEEMED NECESSRY FOR TRFFIC NTROL BY THE ENGINEER UNLESS OTHER PY ITEMS RE INCLUDED IN THE PLN. (3) SEE NSTRUCTION/SOILS NOTES FOR DESCRIPTION REQUIREMENTS. (4) WTER TO BE USED FOR DUST NTROL S RECTED BY THE ENGINEER IN THE FIELD. LL WTER USED FOR MPCTION ND TURF ESTBLISHMENT IS INCIDENTL. () MIX DESIGN SPWE23B. (6) TO BE USED FOR DUST NTROL S RECTED BY THE ENGINEER. SSUMES ONE PPLICTION TO LL GRVEL RODWY SURFCES T RTE.2 GL/SQ YD. (7) NTRCTOR TO FURNISH ND INSTLL DDRESS PLQUES (. SQ FT ECH) FOR ECH DDRESS IN THE NSTRUCTION RE. LSO INCLUDES SQ FT TO BE USED T THE DESCRETION THE ENGINEER. (8) NTRCTOR TO SUBMIT TRFFIC NTROL PLN FOR USE FLG PERSON HOURS WHICH SHLL BE REVIEWED ND PPROVED BY THE UNTY. FILURE TO DO SO SHLL RESULT IN NO PYMENT. (9) THE OPTIONL SECURITY CHIN SHLL BE USED. MINIMUM ONE NEWSPPER BOX BRCKET SHLL BE PROVIDED PER UNIT. LL BOLTS SHLL BE STINLESS STEEL ND SECURED WITH ZINC TED LOCKING UNIT. (1) FOR INSTLLTIONS BETWEEN THE DTES OCTOBER 1 ND PRIL 1, USE FST DRY MTERIL FROM THE MULTI-MPONENT LIQUID PVEMENT MRKINGS PPROVED/QULIFIED PRODUCTS LIST. (11) SEE CITY WOODBURY'S STNDRD PROJECT MNUL FOR UTILITY ND STREET NSTRUCTION (219). (12) TO BE USED T THE SCRETION THE ENGINEER. INCLUDES NSTRUCTION ST BILEY FRONTGE ROD, PERCENTGE NSTRUCTION ST FOR MOBILIZTION, TRFFIC NTROL, ND EROSION NTROL. LSO INCLUDES % QUNTITIES FOR MULTI-USE TRIL, PEDESTRIN RMPS, NCRETE CURB & GUTTER LOCTED IN WOODBURY, 2% BILEY FILTRTION BSIN, ND 22% ERRP FILTRTION BSIN. I hereby certify that this plan, specification, or report 1 3/2/19 CJ EO EO DDENDUM #2 STTE ID PROJECT NO. DRWN BY STTEMENT ESTIMTED QUNTITIES 6...\FinalPlan\126_Cest3.dgn Date 3/2/19 License #

6 ERTHWORK SUMMRY EXCVTION TOTLS (EV) EMBNKMENT TOTLS (CV) LIGNMENT MMON (-1) SUBGRDE MMON GRNG (-2) SELECT GRNULR FILTER TOPSOIL BORROW CU YD CU YD CU YD CU YD CU YD CSH 18 CSH CSH 18 - TRIL BILEY FILTRTION BSIN CSH 18 TOTL BILEY FRONTGE RD BILEY FRONTGE RD (-3) BILEY FRONTGE RD TOTL MILE DR MILE DR ERRP FILTRTION BSIN BSELINE 741 MILE DR PROJECT TOTLS (-1) INCLUDES TOPSOIL STRIPPING. (-2) INCLUDES TOPSOIL. (-3) INCLUDES BILEY FRONTGE RD, PRIVTE DRIVEWY, ND NTROL STRUCTURE CCESS RD. 9:49: M 3/2/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctbew1.dgn 1 3/2/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctbew1.dgn I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY Date 3/2/19 License # ERTHWORK SUMMRY ND TBULTIONS 1

7 CLERING & GRUBBING E CURB & GUTTER ND WLKS H (H-1) (H-2) LIGNMENT STTION TO STTION CLERING GRUBBING CLERING GRUBBING LIGNMENT STTION TO STTION 6" NCRETE WLK 3" BITUMINOUS WLK NCRETE CURB & GUTTER DESIGN B424 NCRETE CURB & GUTTER DESIGN B618 (MOD) 6" NCRETE DRIVEWY PVEMENT TRUNCTED DOMES CRE CRE TREE TREE CSH 18 CSH TO CSH TO CSH TO CSH 18 TOTL BILEY FRONTGE RD BILEY FRONTGE RD (E-1) 3 3 BILEY FRONTGE RD TOTL 3 3 MILE DR BSELINE 3+. TO BSELINE 39+. TO MILE DR TOTL 3 3 SQ FT SQ FT LIN FT LIN FT SQ YD SQ FT CSH 18 CSH TO CSH TO CSH TO CSH TO CSH 18 TOTL BILEY FRONTGE RD BILEY FRONTGE RD (H-3) BILEY FRONTGE RD TOTL MILE DR BSELINE 39+. TO MILE DR TOTL 4 PROJECT TOTLS (E-1) INCLUDES BILEY FRONTGE RD, PRIVTE DRIVEWY, ND NTROL STRUCTURE CCESS RD. PROJECT TOTLS (H-1) MIX DESIGN SPWE23B. (H-2) SEE PEDESTRIN CURB RMP STNDRD PLN FOR MORE INFORMTION. (H-3) INCLUDES BILEY FRONTGE RD, PRIVTE DRIVEWY, ND NTROL STRUCTURE CCESS RD. GGREGTE ND BITUMINOUS SUMMRY G (G-1) (G-2) (G-3) (G-4) LIGNMENT STTION TO STTION GGREGTE SURFCING (CV) CLSS 1 MOD GGREGTE BSE (CV) CLSS GGREGTE BSE CLSS 2 TYPE SP 9. WERING URSE MIX (2,C) TYPE SP 9. WERING URSE MIX (3,C) TYPE SP 12. NON WER URSE MIX (3,B) TYPE SP 12. WERING URSE MIX (3,C) CU YD CU YD TON TON TON TON TON CSH 18 CSH TO CSH TO CSH TO CSH TO CSH TO CSH 18 TOTL BILEY FRONTGE RD BILEY FRONTGE RD (G-) BILEY FRONTGE RD TOTL MILE DR MILE DR 2 BSELINE 39+. TO MILE DR TOTL PROJECT TOTLS :49: M 3/2/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctb2.dgn (G-1) MIX SPWE24C. (G-2) MIX SPWE34C. (G-3) MIX SPNWB33B. (G-4) MIX SPWEB34C. (G-) INCLUDES BILEY FRONTGE RD, PRIVTE DRIVEWY, ND NTROL STRUCTURE CCESS RD. I hereby certify that this plan, specification, or report 1 3/2/19 CJ EO EO DDENDUM #2 STTE ID PROJECT NO. DRWN BY...\Plan\FinalPlan\126_Ctb2.dgn Date 3/2/19 License # TBULTIONS 13

8 MTCH LINE ST SEE 64 THIS LEGEND PPLIES TO LL TRFFIC NTROL & STGING PLN S THIS LEGEND PPLIES TO LL TRFFIC NTROL & STGING PLN S FETHERWOOD DR PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET F, PLN NO. 28 NSTRUCT IN SHORT TERM CLOSURE SEE DETOUR PLNS TRFFIC LOCTION ND RECTION LEGEND SILT FENCE, TYPE MS (MCHINE SLICED) SEMENT NTROL LOG TYPE STRW STORM DRIN INLET PROTECTION STORM DRIN INLET PROTECTION PREVIOUSLY INSTLLED CULVERT END NTROLS CULVERT END NTROLS PREVIOUSLY INSTLLED CROSSWLK BLOCK WHITE - REMOVBLE PREFORMED PLSTIC MRKING TRINGLE - PINT STRIPING KEY PENTGON - REMOVBLE PREFORMED PLSTIC MRKING F PORTBLE PRECST NCRETE BRRIER (PPCB) STD. PLTE 8337) IMPCT TTENUTOR REFLECTORIZED PLSTIC DRUM TYPE LOW INTENSITY WRNING FLSHER PROPOSED STORM SEWER NSTRUCTED THIS STGE PROPOSED STORM SEWER NSTRUCTED IN PREVIOUS STGES EXISTING STORM SEWER 1ST GIT WIDTH 4", 8", ETC. 2ND GIT PTTERN S - SOLID B - BROKEN D - DOTTED/DOUBLE 3RD GIT LOR W - WHITE Y - YELLOW B - BLCK { CSH 18 SEE BELOW TYPE III BRRICDE (REFLECTORIZED BOTH SIDES) STNDRD SIGN (POST OR STND MOUNTED) EXMPLE: ROD WORK HED END ROD WORK 1/2 MILE HED TRIL 4 4 SEE BOVE = 4" SOLID LINE WHITE - PINT RPID STBILIZTION METHOD 3 SCHOOL ENTRNCE LL TRFFIC NTROL DEVICES SHLL NFORM ND BE PLCED IN CRDNCE WITH THE CURRENT "MINNESOT MNUL ON UNIFORM TRFFIC NTROL DEVICES" (MN MUTCD) ND PRT VI, "FIELD MNUL FOR TEMPORRY TRFFIC NTROL ZONE LYOUTS". SCLE IN FEET BILEY RIDGE DR PIONEER DR { TRIL 32 2:2:21 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc11.dgn 1 3/18/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctc11.dgn { CSH 18 SCLE IN FEET I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 63 Date 2/1/19 3/18/19 License # STGE 1 PIONEER DR

9 SEE 63 MTCH LINE ST LEGEND PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 STONEBROOKE TR FIRWY DR NSTRUCT IN SHORT TERM CLOSURE SEE DETOUR PLNS { TRIL 1/4 MILE HED TRIL 33 1: ' SHLD 6 MTCH LINE ST SEE BELOW { CSH 18 { MILE DR MTCH LINE ST 19+. SEE 66 UTILITY NSTRUCTION MY REQUIRE SHORT TERM CLOSURE. SEE DETOUR PLNS. SCLE IN FEET TRIL { BILEY FRONTGE RD { TRIL :2:23 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc12.dgn MTCH LINE ST SEE BOVE 34 SEE PLN 63FOR GENERL NOTES ND LEGEND 1 3/18/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctc12.dgn { CSH 18 SCLE IN FEET I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 64 Date 2/1/19 3/18/19 License # STGE 1 SLEM DR W STOP MTCH LINE ST SEE

10 DORCHESTER DR TRIL { CCESS RD { DRIVEWY { BILEY FRONTGE RD SEE MTCH LINE ST { TRIL 8 3' SHLD SEE BELOW MTCH LINE ST { CSH 18 STOP SCLE IN FEET LEGEND PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 NSTRUCT IN SHORT TERM CLOSURE SEE DETOUR PLNS WELLINGTON LN ROD WORK HED WELLINGTON LN UTILITY NSTRUCTION MY REQUIRE SHORT TERM CLOSURE. SEE DETOUR PLNS. TRIL HED 1/3 MILE :2:24 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc13.dgn SEE BOVE MTCH LINE ST SEE PLN 63FOR GENERL NOTES ND LEGEND 1 3/18/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctc13.dgn { CSH 18 SCLE IN FEET I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 6 Date 2/1/19 3/18/19 License # STGE 1 END ROD WORK WOODBURY DR

11 ROD 4 SEE 64 MTCH LINE ST 39+. SEE BELOW B { BSELINE B 3 3 LEGEND PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 NSTRUCT IN SHORT TERM CLOSURE SEE DETOUR PLNS PIONEER DR SCLE IN FEET SEE BOVE MTCH LINE ST 39+. B ORNTE WITH CITY WOODBURY ON WEEKEND CLOSURE. { BSELINE SCLE IN FEET 2:2:2 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc14.dgn 1 3/18/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctc14.dgn 1 { MILE DR SEE PLN 63FOR GENERL NOTES ND LEGEND I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 66 Date 2/1/19 3/18/19 License # STGE 1 MTCH LINE ST 19+.

12 MTCH LINE ST SEE 68 FETHERWOOD DR TRIL HED 1/4 MILE { CSH 18 SEE BELOW SCHOOL ENTRNCE LEGEND PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 ROD WORK HED SCLE IN FEET END ROD WORK TRIL 4 4 SEE BOVE BILEY RIDGE DR PIONEER DR { TRIL 32 2:2:26 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc21.dgn SEE PLN 63FOR GENERL NOTES ND LEGEND 3/18/19 CJ EO EO DDENDUM #2 1...\FinalPlan\126_Ctc21.dgn PIONEER DR { CSH 18 SCLE IN FEET I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 67 Date 2/1/19 3/18/19 License # STGE 2

13 SEE 67 MTCH LINE ST STOP STONEBROOKE TR B LTERNTE BILEY FRONTGE RD CCESS NSTRUCTION. FIRWY DR { TRIL STOP STOP MTCH LINE ST SEE BELOW LEGEND { CSH 18 PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 MILE DR SCLE IN FEET { BILEY FRONTGE RD STOP 1 SCLE IN FEET 6 7 { TRIL 3 B 2:2:27 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc22.dgn MTCH LINE ST SEE BOVE 34 SEE PLN 63FOR GENERL NOTES ND LEGEND 1 3/18/19 CJ EO EO DDENDUM #2...\FinalPlan\126_Ctc22.dgn I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 68 Date 2/1/19 3/18/19 License # STGE 2 3 { CSH 18 B 7 SLEM DR W MTCH LINE ST SEE

14 { CCESS RD { BILEY FRONTGE RD { DRIVEWY 68 SEE MTCH LINE ST { TRIL STOP LNE SEE BELOW MTCH LINE ST { CSH 18 DORCHESTER DR SCLE IN FEET LEGEND WELLINGTON LN PERMNENT NSTRUCTION NSTRUCT UNDER TRFFIC UTILIZING FLGGERS TEMPORRY PVEMENT SEE INSET J, PLN NO. 28 TRIL WELLINGTON LN ROD WORK HED TRIL HED 1/ MILE SEE BOVE :2:28 PM 3/18/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ctc23.dgn MTCH LINE ST SEE PLN 63FOR GENERL NOTES ND LEGEND 3/18/19 CJ EO EO DDENDUM #2 1...\FinalPlan\126_Ctc23.dgn { CSH 18 SCLE IN FEET I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY STGING ND TRFFIC NTROL PLNS 69 Date 2/1/19 3/18/19 License # STGE 2 END ROD WORK WOODBURY DR

15 CY RNDOM RIPRP CLSS II SY GEOTEXTILE FILTER TYPE 4 88 B D C C R { CCESS RD LF 6" PERF PE PIPE DRIN 3.4 CY MEUM FILTER GGREGTE (SEE DRINGE DETILS) D 1: BILEY BSIN 8 EX R/W EX R/W ENVIRONMENTLLY SENSITIVE RE 3 FILTRTION BTM=881. HWL= : D C X 88 X FT X :3 { TRIL LEGEND 1: D D C EXISTING/PROPOSED CTCH BSIN PROPOSED STORM SEWER/CULVERT EXISTING/PROPOSED PRON EXISTING/PROPOSED MNHOLE PROPOSED SUBSURFCE DRIN EXISTING STORM SEWER/CULVERT EXISTING/PROPOSED DROP INLET WETLND BOUNDRY 9 { CSH R OR PROPOSED CLEN OUT RIPRP 9 PROPOSED NTOUR EXISTING NTOUR RECTION FLOW X 8XX SPOT ELEVTION 1:2:32 PM 3/2/219 H:\Projects\\126\CD_BIM\Plan\FinalPlan\126_Ccn1.dgn SCLE IN FEET 3/19/19 MTM JD JD 1 DDENDUM #2...\Plan\FinalPlan\126_Ccn1.dgn EX R/W BILEY LKE 87 I hereby certify that this plan, specification, or report STTE ID PROJECT NO. DRWN BY M. MCGINN Print Name: JCQUES. DUVL M. MCGINN J. DUVL Date 2/1/19 License # ENVIRONMENTLLY SENSITIVE RE EX R/W GENERL TCH BLOCK 89 NTOURS SHOWN RE TO FINISHED GRDE. SEE CROSS SECTIONS FOR DJCENT GRNG. SEE WTER RESOURCE NOTES ND STORMWTER POLLUTION PREVENTION PLN FOR FILTRTION BSIN NSTRUCTION NOTES. PROPOSED FILTRTION RES SHLL BE STKED F ND MRKED DURING NSTRUCTION B C D SEE DRINGE DETILS FOR FILTRTION BSIN TYPICL SECTION. PLCE CLSS II RIPRP PER MNDOT STNDRD PLTE SEE BILEY BSIN OVERFLOW DETIL. SEE CROSS SECTIONS FOR MTCHLINE WITH RODWY GRNG. SEE BILEY FRONTGE ROD PLNS FOR DTIONL GRNG. NTOUR PLNS 136 9

16 c 1 R 32' 2 R MTCH EXISTING NCRETE DRIVEWY SEE C6.1 C 4 CLVT DYLIGHT LIMITS (TYP.) CLVT X X OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 3 1 NSTRUCT GRVEL CCESS PER INSET E/C R1' 4 NTROL S 2' R1' OE OE DYLIGHT LIMITS (TYP.) CLVT CLVT OE OE OE OE NSTRUCT NCRETE DRIVEWY ND 2'X2' PD PER INSET D/C R2' CLVT CLVT 2' Private Driveway 2' Bailey Road INSTLL SLVGED MILBOX PER DETIL STR-13 2 >> R7' C S H NTROL STRUCTURE CCESS ROD Dorchester Dr DRIVEWY 986 RELIGNMENT VPC: +2 EL: VPI: +14. EL: VPI: + EL: = -1.12% K = L=' -8.67% VPT: +7 EL: VPI: 2+. EL: 89.6 VPI: 4+ EL: 87.6 = 9.% K =.6 L=' VPI: EL: % VPC: +.34 EL: VPI: EL: 9.1 = 9.77% K = 1.3 L=1' LP: EL: VPC: EL: % VPT: EL: VPI: EL: 9.1 = -4.28% K = L=' VPT: EL: 9.22 VPI: EL: 9.34.% Bolton & Menk, Inc. 219, ll Rights Reserved H:\WBRY\N \CD\C3D\11637-D-C62.dwg 3/19/219 1:29:21 M HORZ. SCLE FEET 1 2 VERT. SCLE FEET % -1.% LIC. NO DTE I HEREBY CERTIFY THT THIS PLN, SPECIFICTION, OR REPORT WS PREPRED BY ME OR UNDER MY RECT SUPERVISION ND THT I M DULY LICENSED PRESSIONL ENGINEER UNDER THE LWS THE STTE MINNESOT. MICHEL S NILL /21/ VPC: 3+7 EL: VPT: 4+2 EL: % 24" STM INV = VPI: EL: UNTY ROD D EST MPLEWOOD, MINNESOT 19 Phone: (61) Maplewood@bolton-menk.com DESIGNED DRWN CHECKED MSN DJT DDH CLIENT PROJ. NO NO. ISSUED FOR DTE BID 12/21/218 DD 2 3/19/ WOODBURY, MINNESOT 219 RODWY REHIBILTION PROJECT - BILEY FRONTGE ROD NTROL STRUCTURE CCESS & DRIVEWY 986 RELIGNMENT C6.2

HYDRANT & GATE VALVE INSTALLATION

HYDRANT & GATE VALVE INSTALLATION HYDRNT FLG TO BE INSTLLED ON THE NOZZLE SECTION 5' TYPICL (3' MINIMUM) HYDRNT, CLOW MEDLLION 1.0' HYDRNT STEMER KIT - 4.5" NH - 5" STORZ METL FCE DPTER WITH STORZ CP. IF OPTIONL LOCKING CP IS DESIRED,