ESTIMATED QUANTITIES SHEET CSAH 066 / HENNEPIN COUNTY PROJECT 1451 BRIDGE 27J67 S.A.P /8/17

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2 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: ESTIMATED QUANTITIES JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P est PWJ7 \\tempo\proj\0_5_90605\design\plan\5_est.dgn

3 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: ESTIMATED QUANTITIES JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P est pw086 \\tempo\proj\0_5_90605\design\plan\5_est.dgn

4 . SELECTED GRADING MATERIALS ON THIS PROJECT SHALL CONSIST OF MATERIALS REMOVED FROM THE EXCAVATION WITH THE EXCEPTION OF TOPSOIL, ORGANIC SOILS AND OTHER UNSUITABLE MATERIAL.. SELECT GRANULAR MATERIAL SHALL MEET THE REQUIREMENTS OF SPEC. 39.B. 3. SUBGRADE EXCAVATION SHALL BE BACKFILLED IMMEDIATELY AFTER EXCAVATION TO HELP OFFSET ANY STABILITY PROBLEMS DUE TO WATER SEEPAGE OR STEEP SLOPES.. ALL EXCAVATED MATERIAL THAT IS UNSUITABLE OR NOT REQUIRED FOR EMBANKMENT CONSTRUCTION, INCLUDING BITUMINOUS SURFACING AND CONCRETE ITEMS, SHALL BECOME THE PROPERTY OF THE CONATRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR AT NO EXPENSE TO THE, OUTSIDE OFTHE RIGHT OF WAY, SUBJECT TO THE PROVISIONS OF 0.3C3 AND 05.3D. 5. UNSUITABLE MATERIAL AND DEBRIS SHALL NOT BE PLACED ADJACENT TO ANY STRUCTURE. 6. COMPACTION FOR THE GRADING PORTION OF ROADWAY CONSTRUCTION SHALL BE BY THE QUALITY COMPACTION METHOD. 7. TOE OF FILL, CUT RUNOUTS AND THE TOP EDGE OF THE BACKSLOPES SHALL BE ROUNDED REGARDLESS OF THE SECTION USED ON THE CROSS SECTION S. 8. SOIL CONDITIONS AT THE TOP OF GRADING SUBGRADE WILL VARY. WHEN THE EXPOSED SUBGRADE IS NON-GRANULAR IT MAY BE HIGHLY SUSCEPTIBLE TO DISTURBANCE FROM CONSTRUCTION TRAFFIC. IN AN UNDISTURBED CONDITION, THESE SOILS ARE CONSIDERED SUITABLE FOR SUPPORT OF THE NEW EMBANKMENT CONSTRUCTION. IF THEY ARE DISTURBED, SUBCUTTING OR STABILIZATION WILL BE REQUIRED. IF THE CONTRACTOR'S METHOD OF EXCAVATION CAUSES DISTURBANCE TO THE SOILS AT AND BELOW THE TOP OF SUBGRADE IN LOCATIONS NOT SHOWN TO BE SUBCUT IN THE PLANS, SUBCUTTING TO UNDISTURBED SOILS OR STABILIZATION OF THE INTENDED TOP OF GRADING SUBGRADE ELEVATION WILL BE AT THE EXPENSE OF THE CONTRACTOR WITH NO DIRECT MEASUREMENT OR COMPENSATION. 9. ALL EMBANKMENT GRADING MATERIALS SHOULD BE EITHER UNIFORM SOIL TYPES OR SUFFICIENTLY MIXED AND BLENDED TO BE UNIFORM. 0. WHEN PLACING NEW SURFACE ADJACENT TO AN INPLACE PAVEMENT, THE EXCAVATION SHALL BE BACKFILLED PROMPTLY TO AVOID UNDERMINING THE INPLACE PAVEMENT.. ALL TEMPORARY EROSION CONTROL DEVICES MUST BE IN PLACE PRIOR TO DISTURBING EXISTING TERRAIN.. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATION AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: EARTHWORK, STANDARD PLATES & CONSTRUCTION NOTES JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P tb pw086 \\tempo\proj\0_5_90605\design\plan\5_tb.dgn

5 TYPICAL SECTION CSAH R/W Sta 9+7 TO 0+8 > CSAH VAR 3 R/W VAR 33' ' 5.0' '.-3.5' ' '.8-5.5'.-.5' 5.0' ' " CONC. WALK " BIT. WALK SHLD THRU LANE THRU LANE PROFILE GRADE SHLD " BIT. WALK " CONC. WALK APPROX :3 SEE CONTOUR : 0.0 SEE INSET "B" GRANULAR BACKFILL SEE BRIDGE PLAN GRADING GRADE SEE INSET "A" 0.0 B6 C&G : 0.0 SEE INSET "B" SEE CONTOUR APPROX :3 3 BITUMINOUS INSET B CONCRETE GRADING GRADE " CONCRETE WALK TACK COAT " TYPE SP.5 WEARING COURSE MIXTURE (,C) (SPWEB0C) " TYPE SP.5 WEARING COURSE MIXTURE (,C) (SPWEB0C) TYPICAL SECTION CSAH " CLASS 5 AGGREGATE AT > OF BRIDGE R/W > CSAH VAR 3 R/W METAL RAIL VAR 33' METAL RAIL 6.0' 5.0' 7.7' 3.8' ' ' 5.'.3' 5.0' 0.7' BITUMINOUS 0.0 " CONC. WALK " BIT. WALK : SHLD 0.0 THRU LANE 0.0 THRU LANE PROFILE GRADE 0.0 SHLD 0.0 " BIT. WALK : " CONC. WALK 0.0 GRADING GRADE INSET A HEADWALL GRADING GRADE HEADWALL SEE INSET "B" GRANULAR BACKFILL SEE BRIDGE PLAN SEE INSET "A" B6 C&G SEE INSET "B" TACK COATS " TYPE SP.5 WEARING COURSE MIXTURE (,C) (SPWEB0C) " TYPE SP.5 WEARING COURSE MIXTURE (,C) (SPWEB0C) 3" TYPE SP.5 WEARING COURSE MIXTURE (,C) (SPWEB0C) 6" CLASS 5 AGGREGATE GRANULAR BACKFILL - SEE BRIDGE PLAN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: TYPICAL SECTIONS JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P ts pw086 \\tempo\proj\0_5_90605\design\plan\5_ts.dgn

6 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: INPLACE UTILITY TABULATIONS JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P ut PWJ7 \\Tempo\proj\0_5_90605\Design\Plan\5_ut.dgn

7 "RCP CREEK BASSETT BEGIN H.C. PROJECT 5 S.A.P CSAH STA "STEEL GAS (RELOCATE BY OTHERS) CREEK DR. EXISTING ROW GUY ANCHOR EXISTING BRIDGE NO BASSETT "STEEL GAS (ABANDONED) PROPOSED NO. 7J " CIP 9"VCP 8" STEEL 9"VCP ISMH 50 3" AA GAS 3" AA GAS ISMH 50A 8" CIP 8" STEEL IN 60" CONCRETE CARRIER " CMP 5" CMP ICB ICB BRIDGE IWMH 8" CIP MAINTENANCE LINE CONSTRUCTION LIMITS "STEEL GAS +00 Guy Wire R(ELOCATE BY OTHERS) +50 GOLDEN VALLEY RD./ CSAH 3" AA GAS " CIP " CIP 8" STEEL ISMH 7 EXISTING ROW 0' 5' 30' SCALE END H.C. PROJECT 5 S.A.P CSAH STA Guy Wire +50 9"VCP 36" LJP ISMH 5B "PVC 36" RCP ISMH 5A PROTECT INPLACE SANITARY SEWER, SHALLOW COVER L(OCK JOINT WETLAND BOUNDARY PIPE) 36" LJP ISMH 5 NOTE: CONTRACTOR TO OBTAIN AND VERIFY PLACEMENT OF CENTERPOINT " GAS RELOCATION TO THE SOUTH OF BRIDGE PROJECT. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: INPLACE UTILITY LAYOUT JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P ut pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_ut.dgn

8 BASSETT CREEK EXISTING ROW REMOVE & REINSTALL BLOCK RETAINING WALLS INCIDENTAL TO EXCAVATION BASSETT CREEK WETLAND BOUNDARY MAINTENANCE LINE 0' 5' 30' SCALE CONSTRUCTION LIMITS DR. PROPOSED BRIDGE NO. 7J67 BEGIN H.C. PROJECT 5 S.A.P CSAH STA ISMH 7 END H.C. PROJECT 5 S.A.P CSAH STA ISMH REMOVE EXISTING BRIDGE NO IWMH GOLDEN VALLEY RD./ CSAH PERMANENT BRIDGE, DRAINAGE AND MAINT. EASEMENT EXISTING ROW ISMH 50A LEGEND ISMH 5 CLEAR & GRUB TREE REMOVE CATCH BASIN RECONSTRUCT MANHOLE CONSTRUCTION LIMITS NOTE: CONTRACTOR TO OBTAIN AND VERIFY PLACEMENT OF CENTERPOINT " GAS RELOCATION TO THE SOUTH OF BRIDGE PROJECT. ISMH 5B PROTECT INPLACE SANITARY SEWER, SHALLOW COVER ISMH 5A WETLAND BOUNDARY REMOVE BITUMINOUS WALK REMOVE PAVEMENT REMOVE CONC. WALK REMOVE RIP RAP SAW CUT BIT. FULL DEPTH REMOVE STORM SEWER REMOVE CHAIN LINK FENCE REM. & REINSTALL BLOCK WALL I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: INPLACE TOPOGRAPHY AND REMOVALS JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_rem.dgn

9 CREEK BASSETT BASSETT CREEK EXISTING ROW MAINTENANCE LINE CONSTRUCTION LIMITS DR. REMOVE & REINSTALL BLOCK RETAINING WALLS INCIDENTAL TO EXCAVATION PROPOSED BRIDGE NO. 7J67 SEE BRIDGE CONST. S BEGIN H.C. PROJECT 5 S.A.P CSAH STA ' X " CONCRETE SIDEWALK MATCH INPLACE (TYP.) CB CB SEE DRAINAGE PROFILE & TABULATIONS END H.C. PROJECT 5 S.A.P CSAH STA ' 5' 30' SCALE BEGIN B6 C&G AND BLVD REPLACEMENT MATCH INPLACE BIT RECONSTRUCT CURB GUTTERLINE SANITARY MANHOLE ' THRU LT BEGIN B6 C&G MATCH INPLACE BIT CURB GUTTERLINE RT ' THRU CB 3 CB RECONSTRUCT WATERMAIN MANHOLE +00 CSAH RD./ VALLEY GOLDEN END B6 C&G MATCH INPLACE BIT CURB GUTTERLINE RT +50 END B6 C&G MATCH INPLACE BIT CURB GUTTERLINE LT MH 5 PERMANENT BRIDGE, DRAINAGE AND MAINT. EASEMENT EXISTING ROW BEGIN CHAIN LINK FENCE RT CONNECT TO EXISTING END CHAIN LINK FENCE RT CONNECT TO EXISTING END CHAIN LINK FENCE RT NOTES: CONTRACTOR TO OBTAIN AND VERIFY PLACEMENT SEE WATERMAIN RELOCATION PLAN 3 PROTECT INPLACE SANITARY SEWER, SHALLOW COVER BEGIN CHAIN LINK FENCE RT OF CENTERPOINT " GAS RELOCATION TO THE SOUTH OF BRIDGE PROJECT. SEE CROSS SECTIONS FOR STATION, OFFSET AND ELEVATION FOR: - CURB HEIGHT TRANSITIONS - EDGE OF BIT - BACK OF CURB - BACK OF SIDEWALK SEE SUPERELEVATION FOR GUTTER SLOPE TRANSITIONS. SEE SPECIAL PROVISIONS. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: CONSTRUCTION PLAN JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_cp.dgn

10 BASSETT CREEK < OF PROFILE GRADE TOP OF FINISHED GRADE SURFACE * PROFILE INFORMATION SHOWN MATCHES EXISTING ROADWAY EXISTING PROFILE* EXISTING PROFILE* PVI EL % PVC EL.8.9 K K 57 L SD 50.5' PVI EL LO EL.80. PVT EL % PVC L 0.00 SD 8.7' EL PVI EL PVT EL PVI % EL CURB & BLVD GRAVEL BASE BEGIN PROJECT NORTH SIDEWALK & BLVD BENCHMARK : ELEVATION 8.70 TOP NUT OF HYDRANT IN NE CORNER OF GOLDEN VALLEY ROAD AND BASSETT CREEK DRIVE. BENCHMARK : ELEVATION DISK "VALLEY MN 053" ON BRIDGE 759 GOLDEN VALLEY ROAD / BNSF RR AT SE CORNER EXPANSION JOINT. VERTICAL DATUM IS NAVD88 STRUCTURE EXCAVATION BEGIN FULL WIDTH SECTION :0 V : H 8" WATERMAIN 60" CONCRETE CASING INPLACE CMP BR BRIDGE 7J67 BASSETT CR 00 YR. EL V : H EL :0 APPROX. FLOWLINE GRADING GRADE.08 FEET BELOW FINISHED GRADE END FULL WIDTH SECTION CURB GRAVEL BASE END PROJECT NORTH SIDEWALK EXISTING GROUND SCALE H SCALE V NOTES: SEE CONSTRUCTION PLAN AND CROSS SECTIONS FOR NORTH CURB AND BOULEVARD DETAILS. 0' 5' 30' 0' 3' 6' I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: PROFILE JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\tempo\proj\0_5_90605\design\plan\5_pr.dgn

11 BASSETT BASSETT CREEK CONSTRUCTION LIMITS FLOW DIRECTION CATCH BASIN PROPOSED STORM SEWER LEGEND SEED MIXTURE 5- WITH FERTILIZER TYPE 3 AND EROSION CONTROL BLANKET CAT 3 SUPERELEVATION TRANSITION RIPRAP CREEK EXISTING ROW OUTLET APRON MANHOLE WATERMAIN SEDIMENT CONTROL LOG TYPE WOOD FIBER DR. MANHOLE SANITARY LOW POINT STA EL. 80. CONSTRUCTION LIMITS BEGIN H.C. PROJECT 5 S.A.P CSAH STA EXISTING CB 3 CB CB CB EXISTING END H.C. PROJECT 5 S.A.P CSAH STA GOLDEN VALLEY RD./ CSAH +00 0' 5' 30' SCALE +50 EXISTING MH 5 ROW PERMANENT BRIDGE, DRAINAGE AND MAINT. EASEMENT NOTES: SEE CROSS SECTIONS FOR STATION, OFFSET AND ELEVATION FOR: - CURB HEIGHT TRANSITIONS - EDGE OF BIT - BACK OF CURB - BACK OF SIDEWALK CONCRETE WALK PANEL TO BE WARPED TO MATCH IN-PLACE ADJACENT PANEL PROTECT INPLACE SANITARY SEWER, SHALLOW COVER WETLAND BOUNDARY I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: DRAINAGE, SUPERELEVATION & TURF ESTABLISHMENT PLAN JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\tempo\proj\0_5_90605\design\plan\5_dr.dgn

12 GENERAL NOTES: - STA AND OFFSET ARE LOCATED: - END OF RC APRON. - CENTER OF GRATE. UNLESS OTHERWISE NOTED. - FLOWLINE (F.L.) ELEVATIONS ARE AT CENTER OF STRUCTURE ON PROFILES. - INLET AND OUTLET ELEVATIONS ON TABULATION ARE AT EDGE OF STRUCTURE. - PIPE LENGTHS IN TABULATION DO NOT INCLUDE APRON LENGHTHS AND PROFILES ARE TO CENTER OF STRUCTURE CB " x 5.0' RCP % CB " x 35.0' RCP % CB Ex.8" WM WITH 60"CONC.ENC " x 37' RCP 0% Ex.8" WM 83. MH " x 30.6' RCP 0.5% OUTLET CB " x 5' RCP % CB " x 37' RCP 0% I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: S. MATAN A. MCGOVERN DRAINAGE PROFILES & TABULATIONS ANDREW C. MCGOVERN, PROFESSIONAL ENGINEER 80 LICENSE NO. /08/07 DRAWN BY: S. MATAN A. MCGOVERN CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\tempo\proj\0_5_90605\design\plan\5_dr.dgn

13 INPLACE " GASMAIN TO BE RELOCATED PRIOR TO CONSTRUCTION. FIELD VERIFY NEW LOCATION PROPOSED BRIDGE 7J67 PROPOSED MH 5 PRECAST WINGWALLS INPLACE 8" STEEL WATERMAIN INPLACE 8" WATERMAIN TO BE RELOCATED BELOW EXISTING PROPOSED 30" STORM SEWER AND APRON TEMPORARY EASEMENT PROTECT INPLACE SANITARY SEWER 8" WATERMAIN RELOCATION 850 APPROX. FLOWLINE EL. 8.5 FIELD VERIFY EXISTING CMP TO BE REMOVED 850 NOTES: WATERMAIN TO BE RELOCATED TO A MINIMUM OF 80 EXISTING 8" WATERMAIN IN CARRIER TO BE REMOVED EXISTING GROUND 80 7'-6" BELOW PROPOSED BASSETT CREEK FLOWLINE BASSETT CREEK FLOWLINE PROPOSED AT FIELD VERIFY. GATE VALVES () AND HYDRANT TO BE INSTALLED. FINAL LOCATION TO BE DETERMINED BY ENGINEER. FINISHED GRADE GATE VALVES AND HYDRANT TO BE SUPPLIED BY THE CITY. LABOR AND MISC. MATERIALS RELATED TO VALVE AND HYDRANT INSTALLATION INCIDENTAL TO WATERMAIN RELOCATION. WATERMAIN TO BE DIRECTIONALLY BORED UNDER BASSETT CREEK. FIELD VERIFY CONFLICTS WITH INPLACE UTILITIES PROPOSED 8" WATERMAIN IN CARRIER 7.5 FT. BELOW CREEK BOTTOM INPLACE WATERMAIN TO BE REMOVED. WATERMAIN CARRIER PIPE TO EXTEND 0'-0" BEYOND THE END OF EACH WINGWALL. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: WATERMAIN RELOCATION /8/7 DRAWN BY: CSAH 0 / PROJECT 5 3 JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. BRIDGE 7J67 S.A.P wm PWJ7 \\Tempo\proj\0_5_90605\Design\Plan\5_wm.dgn

14 WATERMAIN DETAILS CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P wm pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_wm.dgn

15 EXISTING BEGIN H.C. PROJECT 5 S.A.P CSAH STA ROW BASSETT CREEK CONSTRUCTION LIMITS 0' 5' 30' SCALE END H.C. PROJECT 5 S.A.P CSAH STA EROSION CONTROL NOTES. THE CONSTRUCTION ACTIVITIES, METHODS, AND PROCEDURES USED ON THIS PROJECT SHALL COMPLY WITH AND BE DONE IN ACCORDANCE WITH THE "GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORMWATER ASSOCIATED WITH A CONSTRUCTION ACTIVITY UNDER THE NPDES/STATE DISPOSAL SYSTEM PERMIT PROGRAM." THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING OPERATION SUCH THAT THE REQUIREMENTS OF THE PERMIT ARE MET. AS PER THE SPECIAL PROVISIONS, CONTRACTOR SHALL APPOINT A DESIGNATED SWPPP (STORMWATER POLLUTION PREVENTION PLAN) COORDINATOR WHO WILL BE RESPONSIBLE FOR OVERSEEING MAINTENANCE PRACTICES INDENTIFIED AS BMP'S (BEST MANAGMENT PRACTICES) IN THE SWPPP, CONDUCTING BMP INSPECTIONS, CONDUCTING OR PROVIDING CONTRACTOR OR SUBCONTRACTOR TRAINING ON SWPPP ISSUES, AND OTHER RESPONSIBILITIES OUTLINED IN THE SPECIAL PROVISIONS.. WHEN ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL REMOVE SEDIMENT DEPOSITED INTO RECEIVING BODIES (BOTH EXISTING AND PROPOSED). WHEN REMOVAL IS FOR RETENTION DEVICES AND IS NOT NECESSITATED DUE TO CONTRACTORS NEGLIGENCE, REMOVAL WILL BE COMPENSATED FOR UNDER SEDIMENT REMOVAL BACKHOE ON AN HOURLY BASIS, WHEN REMOVAL IS REQUIRED FOR PIPES, STRUCTURES, ETC., OR DUE TO CONTRACTORS NEGLIGENCE, THE REMOVAL SHALL BE AN INCIDENTAL EXPENSE. ' THRU ' THRU CSAH RD./ VALLEY GOLDEN 3. ALL DISTURBED AREAS SHALL BE SEEDED OR SODDED AS PER TURF ESTABLISHMENT PLANS OR AS DIRECTED BY THE ENGINEER.. ON-SITE STOCKPILES MAY REQUIRE MULCHING AND/OR SILT FENCING AS DIRECTED BY THE ENGINEER. 5. DEWATERING OR BASIN DRAINING RELATED TO CONSTRUCTION ACTIVITY THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A TEMPORARY OR PERMANENT SEDIMENTATION BASIN WITHIN THE SITE WHENEVER POSSIBLE AS OUTLINED IN THE SPECIAL PROVISIONS. THE CONSTRUCTION, INPLEMENTATION, AND REMOVAL OF THESE BASINS SHALL BE AN INCIDENTAL EXPENSE. 6. CATEGORY 3 EROSION CONTROL BLANKETS PLACED WITHIN RAPID STABILIZATION AREAS SHALL BE PLACED AT DITCH BOTTOM AND EXTEND A MINIMUM OF ' UP SLIDE SLOPES. EXISTING ROW 7. SOILS TRACKED FROM THIS SITE MUST BE REMOVED FROM ALL PAVED SURFACES WITHIN HOURS OF DISCOVERY THROUGHOUT THE DURATION OF CONSTRUCTION. 8. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN DAYS AFTER THE CONSTRUCTION ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED OR WITHIN 7 DAYS IF THE PROJECT IS WITHIN MILE OF A SPECIAL OR IMPAIRED WATER. PERMANENT BRIDGE, DRAINAGE AND MAINT. EASEMENT 9. LOCATION OF ROCK CONSTRUCTION ENTRANCE SHALL BE APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. EROSION CONTROL LEGEND RAPID STABILIZATION METHOD 3 SILT FENCE - TYPE HI FLOTATION SILT CURTAIN, TYPE MOVING WATER TOTAL AREA DISTURBED = 0.60 AC TOTAL IMPERVIOUS: BEFORE CONST: 0. AC, AFTER CONST: 0. AC ESTIMATED LOCATION. PLACE AS DIRECTED BY THE ENGINEER. SEE SPECIAL PROVISIONS. INLET PROTECTION TO BE INSTALLED AT THE DIRECTION OF THE ENGINEER (INCD. TO CASTING ASSEMBLY) I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: EROSION CONTROL PLAN JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: P. HAGSTROM CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_ec.dgn

16 ROUND OUT CUT TRANSITION ' 0'' 8' 0'' MIN. ' 0'' P.I. B P.I. 5' 5' < ROADWAY VAR. :6 CONSTRUCTION LIMITS VAR. 0' DESIRABLE R/W LINE ' 0'' APRON 0' 0'' VARIABLE TOP OF BACKSLOPE FLOW 30 ROUNDING SHOULDERS AND BACKSLOPES ' INTERVALS FLUME CONTOURING ROAD CUTS < ROADWAY 5' 5' ' INTERVALS A A ' INTERVALS 5' 5' GROUND LINE SHAPING FOR DRAINAGE ALONG THE TOE OF FILL SLOPES STAGGER JOINTS PLAN VIEW < OF DITCH 8' 0'' APPROX. ' 0'' SLOPE /'/FT. < DITCH NORMAL DITCH BOTTOM ' 0'' P.I. B P.I. STAGGER JOINTS ' 0'' BITUMINOUS SHOULDER SHOULDER BASE AGGREGATE VARIES '' (WHEN SOD IS PLACED) SEE TYPICAL SECTIONS ST STAGE CONSTRUCTION ND STAGE CONSTRUCTION SOD OR SEED & MULCH TOPSOIL ' 0'' MIN. DEPTH 8' 0'' DESIRABLE ' 0'' 8' 0'' MIN. SOD WIDTH ' 0'' EXTEND SOD AT ' INTERVALS SODDED DITCH CROSS SECTION PLAN VIEW EXTEND SOD AT ' INTERVALS ' 0'' ' 0'' VARIABLE WIDTH ' - 0' ' 0'' ' 0'' NORMAL P.I. BACK SLOPE ' 0'' P.I. 3'' MIN. TOPSOIL WHERE FRONT OR BACK SLOPE IS FLAT (LESS THAN /''/FT.), SHAPING AND TOPSOILING INSLOPES FIRST NOTCH DITCH AND THEN PROVIDE ROUNDING. SECTION A-A THEORETICAL DITCH GRADE FLOW TOP OF BACKSLOPE APRON ROADWAY SHOULDER CURB 6' 0'' MIN. TOP OF SOD EVEN WITH TOP OF CURB TOP OF TOPSOIL INCH BELOW TOP OF CURB SHAPING ADJACENT TO CURBS WHEN SOD IS PLACED FINISHED DEPRESSED SODDED DITCH GRADE FLOW CRITICAL FLOW DITCH PROFILE SODDED DITCH DETAILS EXTEND SOD 3'' MIN. INTO TOPSOIL EXTEND SOD PAST < APPROX. 8' < OF DITCH TOE OF NORMAL BACKSLOPE 0' VARIABLE FLOW BACKSLOPE EXTEND SOD 3'' MIN. INTO TOPSOIL ' FINISHED DEPRESSED SODDED FLUME SECTION B-B FLUME SODDED FLUME DETAILS REVISION: APPROVED: NOTES: SEE SPEC FOR ADDITIONAL INFORMATION. CONSTRUCT TAPER AS DIRECTED BY THE ENGINEER. REVISED: APPROVED: PERMANENT EROSION CONTROL ALONG ROADWAYS, DITCHES AND FLUMES CHIEF ENVIRONMENTAL OFFICER S.A.P DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 3 spn0 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn 6 OF 6

17 FLOW OF WATERWAY PERIMETER CONTROL TOE OF SLOPE STREAM LESS THAN /3 THE STREAM/RIVER WIDTH STEEL FENCE POST ANCHOR TO LAND (TYP.) /3 DEPTH OF WATER BANK RIVER BANK ANCHORS IN WATER SILT CURTAIN OR TEMPORARY ROCK BERM 5 POINT WHERE FILL MEETS WATER SURFACE 6 FT. MAX. FOR FLOTATION SILT CURTAIN 8 - IN. SILT FENCE TYPE TB BRIDGE ABUTMENT, UNDERWATER ANCHOR (TYP. OF FLOTATION SILT CURTAIN) BUOY (TYP.) 3 FLOTATION SILT CURTAIN OR SILT FENCE TYPE TP TEMPORARY ROCK BERM FOR SEDIMENT CONTROL CULVERT EXT., TEMPORARY FILL OR WORK AREA BUOY (TYP.) 3 LAKE OR MARSH INSTALLATION GUIDELINES SILT FENCE TYPE TB MINIMUM WATER DEPTH: FT. MAXIMUM WATER DEPTH: 3 FT. MAXIMUM WATER VELOCITY: 5 FT./SEC. PERIMETER CONTROL 5 FLOTATION SILT CURTAIN OR SILT FENCE TYPE TB PLAN VIEW FOR LAKE OR MARSH 5 INSTALLATION GUIDELINES FLOTATION SILT CURTAIN TYPE: STILL WATER INSTALLATION GUIDELINES FLOTATION SILT CURTAIN TYPE: MOVING WATER STEEL FENCE POST ANCHOR TO LAND (TYP.) STEEL TENSION CABLE CARRIER FLOAT, CONNECTED TO SLEEVE 7 WATER SURFACE MINIMUM WATER DEPTH: 3 FT. MAXIMUM WATER DEPTH: 0 FT. MAXIMUM WATER VELOCITY: FT./SEC. MAXIMUM WAVE HEIGHT: FT MINIMUM WATER DEPTH: 3 FT. MAXIMUM WATER DEPTH: 0 FT. MAXIMUM WATER VELOCITY: 5 FT./SEC. MAXIMUM WAVE HEIGHT: FT. STEEL TENSION CABLE CURTAIN DEPTH FT. TO 0 FT. PLAN VIEW FOR STREAM CARRIER FLOAT WATER SURFACE VARIABLE LENGTH CURTAIN FABRIC 7 ANCHOR CABLE ANCHOR BOTTOM 5 CURTAIN DEPTH 3 FT. TO 0 FT. CURTAIN WEIGHT -/ INCH RIGID STEEL CONDUIT OR EQUIVALENT POST 8 VARIABLE LENGTH CURTAIN FABRIC BOTTOM -/ IN. SCH 0 PVC SLEEVE OR EQUIVALENT TO SLIDE FREELY OVER POST (EXTEND 8 IN. MIN. BELOW WATER SURFACE) ALTERNATE FLOTATION SILT CURTAIN FT. TO 0 FT. CURTAIN DEPTH STEEL TENSION CABLE BUOY (TYP.) 3 AND CARRIER FLOAT FRONT VIEW FOR FLOTATION SILT CURTAIN NOTES: CURTAIN WEIGHT SEE SPECS. 573, 3886, 3887 & FLOTATION SILT CURTAIN STEEL FENCE "T" POST AT 6 FT. MAX. SPACING "T" POST FOR ANCHOR SPACING AND WEIGHT REQUIREMENTS, SEE SPEC IN AREAS WHERE THE PLAN CALLS FOR RIPRAP AT A BRIDGE, CULVERT, OR SLOPE, A TEMPORARY ROCK BERM CONSTRUCTED FROM THE RIPRAP CAN BE USED TO PROVIDE ADDITIONAL PROTECTION. WIRE CABLE PLASTIC ZIP TIES (50 LB. TENSILE) LOCATED IN TOP 8 IN. WATER SURFACE EXTEND FT. MIN. ABOVE WATER SURFACE 8 IN. WIRE CABLE FOLDED FABRIC HEM POCKET WIRE TIE PLASTIC TIES WIRE CABLE WIRE TIE, 50 LB. TENSILE 3 WHEN THE WORK IS COMPLETE THE RIPRAP CAN THEN BE MOVED TO THE PERMANENT LOCATION INDICATED IN THE PLANS. THE TEMPORARY ROCK BERM IS INCIDENTAL. ON U.S. COAST GUARD OR OTHER MOTORIZED WATERWAYS, BUOYS ARE REQUIRED TO MARK THE ENDS AND SPECIAL AREAS FOR VISIBILITY. PLACE BUOYS AS REQUIRED FOR NAVIGATIONAL PURPOSES. MINIMUM WATER DEPTH APPLIES TO THE DEEPEST POINT ALONG THE FLOTATION SILT CURTAIN OR SILT FENCE TYPE TB FOR DETERMINING APPLICABILITY OF FLOTATION SILT CURTAIN OR SILT FENCE TYPE TB. GEOMEMBRANE FABRIC, 7 IN. WIDE PLACE ROCK LOGS OR SANDBAGS FILLED WITH CLEAN SAND OR ROCK, SUFFICIENT TO HOLD FLAP IN PLACE AT EACH FENCE POST REVISION: APPROVED: CHIEF ENVIRONMENTAL OFFICER BOTTOM ANCHOR FT. MIN. FLAP OF GEOTEXTILE WITH SANDBAGS SILT FENCE TYPE TB 6 FT. MAX. WATER DEPTH FT. MIN. POST EMBEDMENT FABRIC/CABLE/POST CONNECTION S.A.P T POST DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER 5 SILT CURTAIN SHOULD BE REMOVED WHEN THE AREA CONTRIBUTING DIRECT RUNOFF HAS BEEN TEMPORARILY OR PERMANENTLY STABILIZED. SILT CURTAIN SHOULD ALSO BE REMOVED BEFORE WINTER IF ICE UP OR ICE FLOW IS ANTICIPATED. 6 EMBED POST INTO BOTTOM A MINIMUM OF 0% OF THE WATER DEPTH (INCLUDING WAVE HEIGHT), BUT IN NO CASE SHALL EMBEDMENT BE LESS THAN FEET. 7 ANCHOR FLOAT MUST BE CONNECTED SECURELY TO SLEEVE WITH A MINIMUM TENSILE STRENGTH OF 00 LBS. CONNECTION METHOD MUST ALLOW FOR SLEEVE TO MOVE FREELY ON POST. 8 PROVIDE SUFFICIENT NUMBER OF POST ANCHORS TO MAINTAIN SILT CURTAIN POSITION. REVISED: TEMPORARY SEDIMENT CONTROL SILT CURTAIN OR SILT FENCE TYPE TB APPROVED: STANDARD PLAN OF 8 spn0 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn 7 OF 6

18 IN. X IN. X IN. LONG WOODEN STAKES. STAKES SHALL BE DRIVEN THROUGH THE BACK HALF OF THE SEDIMENT CONTROL LOG AT AN ANGLE OF 5 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. SEDIMENT CONTROL LOG IN. X IN. X IN. LONG WOODEN STAKES AS NEEDED. STAKES SHALL BE DRIVEN OVER THE SEDIMENT CONTROL LOG AT AN ANGLE OF 5 DEGREES WITH THE TOP OF THE STAKE POINTING UPSTREAM. SEDIMENT CONTROL LOG FLOW 5 FLOW BACKFILL AND COMPACT SOIL FROM TRENCH ON UPGRADIENT SIDE OF SEDIMENT CONTROL LOG 8 IN. - 0 IN. EMBEDMENT DEPTH 5 8 IN. - 0 IN. EMBEDMENT DEPTH PLACE SEDIMENT CONTROL LOG IN SHALLOW TRENCH ( TO IN. DEPTH) TYPES: STRAW, WOOD FIBER, OR COIR TYPES: WOOD CHIP, COMPOST, OR ROCK Sediment CONTROL logs WATER FLOW FT. COARSE FILTER AGGREGATE : SLOPE (TYP) CLASS I RIPRAP DITCH PROFILE FT. CLASS II RIPRAP DITCH PROFILE COMPOST, SLASH MULCH, OR TOPSOIL FT. MIN. DITCH PROFILE 8 FT. TYPE IV GEOTEXTILE ALONG BOTTOM 5 FT. TYPE IV GEOTEXTILE ALONG BOTTOM FT. MIN. OF FILTER BERM OF FILTER BERM TYPE 3 (ROCK WEEPER) TYPE 5 (ROCK) TYPE (COMPOST), TYPE (SLASH MULCH), OR TYPE (TOPSOIL) FILTER BERMS TWO IN. X IN. WOOD STAKES OR REINFORCING BARS IN EACH BALE EMBEDDED 0 INCHES MINIMUM IN THE GROUND. CATEGORY 3 EROSION CONTROL BLANKET (6 FT. WIDE MIN.) FLOW STANDING WATER FLOW STANDING WATER NOTES: SEE SPECS. 573, 39, 387, 388, 3886, & EMBED BALES IN. INTO GROUND IN. 6 IN. STAPLES AT FT. O.C. SPACE BETWEEN STAKES SHALL BE A MAXIMUM OF FOOT FOR DITCH CHECKS OR FEET FOR OTHER APPLICATIONS. EMBEDMENT METHOD BLANKET METHOD (ALTERNATE) PLACE STAKES AS NEEDED TO PREVENT MOVEMENT OF SEDIMENT CONTROL LOGS PLACED ON SLOPES OR AS NEEDED DUE TO OTHER FACTORS. STAKES SHALL BE INCIDENTAL. BALE BARRIERS 3 3 TO BE USED FOR CRITICAL PERIMETER CONTROL AREAS WHERE STANDING WATER OCCURS (6 INCH MAX. DEPTH). BALES SHALL CONSIST OF TYPE MULCH OF APPROXIMATELY IN. X 8 IN. X 36 IN. LONG. BALES SHALL BE PLACED ON EDGE AND BUTTED TIGHT TO ADJACENT BALES. INSTEAD OF TRENCHING, PLACE BALE ON THE BLANKET AND WRAP BLANKET AROUND THE BALE. PLACE STAKE THROUGH BALE AND BLANKET. REVISED: REVISION: TEMPORARY SEDIMENT CONTROL FILTER BERMS, SEDIMENT CONTROL LOGS, AND BALE BARRIERS APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER S.A.P DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 8 spn03 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn 8 OF 6

19 INLET SPECIFICATIONS AS PER THE PLAN DIMENSION LENGTH AND WIDTH TO MATCH FLAP POCKET 3/6" THICK (MIN.) STEEL COVER 8" " 6" DIAMETER POLYETHYLENE /" ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH D=" '-0" 50 PSI. ZIP TIE. " 8" DIA. 6" 8" USE REBAR OR STEEL ROD BUTT JOINTS TUBE RISER.75" R MINIMUM DOUBLE STITCHED SEAMS ALL AROUND SIDE PIECES AND ON FLAP POCKETS FRONT, BACK, AND BOTTOM TO BE MADE FROM SINGLE PIECE OF FABRIC. W / D / W " " " FOR REMOVAL ( FOR INLETS WITH CAST CURB BOX REPLACE ROD WITH WOOD " X "). EXTEND 0" BEYOND GRATE WIDTH ON BOTH SIDES, LENGTH VARIES. SECURE TO GRATE WITH WIRE OR PLASTIC TIES OVERFLOW HOLES (" X " HOLE SHALL BE HEAT CUT INTO ALL FOUR SIDE PANELS) ROCK LOG/COMPOST LOG 6 TUBE RISER FILTER SOCK ADJUST LEVEL OF FILTER SOCK TO BE BELOW ROAD SURFACE ELEV. 5 3/6" THICK (MIN.) STEEL PLATE PERSPECTIVE VIEW 3/6" THICK (MIN.) STEEL PLATE D TUBE RISER FILTER BAG INSERT 3 SECTION (UP POSITION) SECTION (DOWN POSITION) (CAN BE INSTALLED IN ANY INLET TYPE WITH OR WITHOUT A CURB BOX).5' MAX SPACING POP-UP HEAD 5' MIN. LENGTH POST DROP INLET WITH GRATE 36" GEOTEXTILE TYPE 9 MULCH REINFORCED WITH WIRE NOTES: GROUND LINE FLANGES " CATCH BASIN/ MANHOLE " 0"-" PLASTIC ZIP TIES (50 LB TENSILE) HOLDS GEOTEXTILE IN PLACE ON ALL POSTS TYPE 9 MULCH SEE SPECS. 573, 337, & DEVICES MUST BE ADJUSTED ACCORDINGLY AS TO NOT CAUSE FLOODING ON ROADWAY THAT WOULD IMPEED TRAFFIC FLOW. ALL GEOTEXTILE USED FOR INLET PROTECTION SHALL BE MONOFILAMENT IN BOTH DIRECTIONS, MEETING SPEC FINISHED SIZE, INCLUDING POCKETS WHERE REQUIRED SHALL EXTEND A MINIMUM OF 0 INCHES AROUND THE PERIMETER TO FACILITATE MAINTENANCE OR REMOVAL. : : 3 INSTALLATION NOTES: DO NOT PLACE FILTER BAG INSERT IN INLETS SHALLOWER THAN 30 INCHES, SEDIMENT CONTROL INLET HAT NOTE: THE SEDIMENT CONTROL BARRIER SHALL BE A METAL 8" MN. POST EMBODIMENT " GEOTEXTILE ANCHORAGE LAY GEOTEXTILE UNDER TYPE 9 MULCH " OUT MEASURED FROM THE BOTTOM OF THE INLET TO THE TOP OF THE GRATE. THE PLACED BAG SHALL HAVE A MINIMUM SIDE CLEARANCE OF 3 INCHES BETWEEN THE INLET WALLS AND THE BAG, MEASURED AT THE BOTTOM OF THE OVERFLOW HOLES. WHERE NECESSARY THE CONTRACTOR SHALL CLINCH THE BAG, USING PLASTIC ZIP TIES, TO ACHIEVE THE 3 INCH SIDE CLEARANCE. FLAP POCKETS SHALL BE LARGE ENOUGH TO ACCEPT WOOD INCH X INCH OR USE A ROCK SOCK OR SAND BAGS IN PLACE OF THE FLAP POCKETS. OR PLASTIC/POLYETHYLENE RISER SIZED TO FIT INSIDE THE CATCH BASIN/MANHOLE; HAVE PERFORATIONS TO ALLOW FOR WATER INFILTRATION; HAVE AN OVERFLOW OPENING, FLANGES AND A LID/COVER. 5 6 SOCK HEIGHT MUST NOT BE SO HIGH AS TO SLOW DOWN WATER FILTRATION TO CAUSE FLOODING OF THE ROADWAY. GEOTEXTILE SOCK BETWEEN -0 FEET LONG AND -6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A SILT FENCE RING AND ROCK FILTER BERM USE WHERE INLET DRAINS IN AN AREA WITH SLOPES AT :3 or LESS HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 337 TABLE 337-; CA-3 GRADATION. REVISED: REVISION: TEMPORARY SEDIMENT CONTROL STORM DRAIN INLET PROTECTION APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER S.A.P DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 8 spn0 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn 9 OF 6

20 PUBLIC ROAD PUBLIC ROAD RADIUS AS REQUIRED 0 FT MIN. RADIUS AS REQUIRED CORRUGATED STEEL PANELS MIN. LENGTH = SEDIMENT TRAP 3 SURFACE FLOW SLASH MULCH, CRUSHED ROCK, PAD, OR OTHER PER SPECIFICATION. 6 MIN. LENGTH = SEDIMENT TRAP 3 SURFACE FLOW RUMBLE PAD TAPER EDGES AT : GEOTEXTILE FABRIC CROSS SLOPE 3% OR FLATTER COMPACTED SOIL 6'' MIN. DEPTH OF '' TO '' CRUSHED ROCK OR SLASH MULCH 0 FT MIN. SLASH MULCH, CRUSHED ROCK, PAD, OR OTHER PER SPECIFICATION. RUMBLE PAD ENTRANCE WIDTH AS REQUIRED ENTRANCE WIDTH AS REQUIRED SLASH MULCH, CRUSHED ROCK, OR RUMBLE PAD PAD CONSTRUCTION EXIT CONSTRUCTION EXIT HIGH STRENGTH GEOTEXTILE FABRIC (TWO LAYERS SEWN TOGETHER TO FORM POCKETS) TRAFFIC FLOW MIN. " DIA. HIGH TENSIL REINFORCED RIBS PAD 3 5 NOTES: SEE SPECS. 573 & 388. MINIMUM LENGTH SHALL BE THE GREATER OF 50 FEET OR A LENGTH SUFFICIENT TO ALLOW A MINIMUM OF 5 TIRE ROTATIONS ON THE PROVIDED PAD. MINIMUM LENGTH SHALL BE CALCULATED USING THE LARGEST TIRE WHICH WILL BE USED IN TYPICAL OPERATIONS. PROVIDE RADIUS OR WIDEN PAD SUFFICIENTLY TO PREVENT VEHICLE TIRES FROM TRACKING OFF OF PAD WHEN LEAVING SITE. IF RUNOFF FROM DISTURBED AREAS FLOWS TOWARD CONSTRUCTION EXITS, PREVENT RUNOFF FROM DRAINING DIRECTLY TO PUBLIC ROAD OVER CONSTRUCTION EXIT BY CROWNING THE EXIT OR SLOPING TO ONE SIDE. IF SURFACE GRADING IS INSUFFICIENT, PROVIDE OTHER MEANS OF INTERCEPTING RUNOFF. IF RUNOFF FROM CONSTRUCTION EXITS WILL DRAIN OFF OF PROJECT SITE, PROVIDE SEDIMENT TRAP WITH STABILIZED OVERFLOW. IF A TIRE WASH OFF IS REQUIRED THE CONSTRUCTION EXITS SHALL BE GRADED TO DRAIN THE WASH WATER TO A SEDIMENT TRAP. 6 MINIMUM LENGTH OF RUMBLE PAD SHALL BE 0 FEET, OR AS REQUIRED TO REMOVE 6'' MIN. DEPTH OF '' TO '' CRUSHED ROCK OR SLASH MULCH GEOTEXTILE FABRIC TAPER EDGES AT : 7 SEDIMENT FROM TIRES. IF SIGNIFICANT SEDIMENT IS TRACKED FROM THE SITE, THE RUMBLE PAD SHALL BE LENGTHENED OR THE DESIGN MODIFIED TO PROVIDE ADDITIONAL VIBRATION. WASH-OFF LENGTH SHALL BE AS REQUIRED TO EFFECTIVELY REMOVE CONSTRUCTION SEDIMENT FROM VEHICLE TIRES. MAINTENANCE OF CONSTRUCTION EXITS SHALL OCCUR WHEN THE EFFECTIVENESS OF SEDIMENT REMOVAL HAS BEEN REDUCED. MAINTENANCE SHALL CONSIST OF REMOVING SEDIMENT AND CLEANING THE MATERIALS OR PLACING ADDITIONAL MATERIAL (SLASH MULCH OR CRUSHED ROCK) OVER SEDIMENT FILLED MATERIAL TO RESTORE 6" MIN. INPLACE EFFECTIVENESS. GROUND REVISED: REVISION: SLASH MULCH OR CRUSHED ROCK TEMPORARY SEDIMENT CONTROL STABILIZED CONSTRUCTION EXIT APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER S.A.P DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 8 spn05 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn 0 OF 6

21 GEOTEXTILE FABRIC, 36 IN. WIDE FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL FLOW 6 IN. MIN. 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING GEOTEXTILE FABRIC PLASTIC ZIP TIES COARSE FILTER (50 LB. TENSILE) AGGREGATE LOCATED IN TOP 8 IN. 6 IN. SEE OPTIONAL METHOD DETAIL MIN. 6 IN. MIN. FLOW FT. MIN. POST EMBEDMENT IN. GEOTEXTILE FABRIC MIN. OPTIONAL METHOD GEOTEXTILE FABRIC, 36 IN. WIDE TIRE COMPACTION ZONE FLOW MACHINE SLICE 8 IN. - IN. DEPTH 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING PLASTIC ZIP TIES (50 LB. TENSILE) LOCATED IN TOP 8 IN. FLOW FT. MIN. POST EMBEDMENT GEOTEXTILE FABRIC, 36 IN. WIDE STAPLES (TYP.) FABRIC ANCHORAGE TRENCH. BACKFILL WITH TAMPED NATURAL SOIL 6 IN. MIN. FLOW 5 FT. MIN. LENGTH POST AT 6 FT. MAX. SPACING FLOW 6 IN. MIN. 8 IN. MIN. POST EMBEDMENT SILT FENCE TYPE HI (HAND INSTALLED) SILT FENCE TYPE MS (MACHINE SLICED) SILT FENCE TYPE PA (PREASSEMBLED) 3 ROADWAY SHOULDER FUTURE BRIDGE ROADWAY SHOULDER FUTURE BRIDGE ROADWAY SHOULDER FUTURE BRIDGE EMBANKMENT SILT FENCE WRAPPED AROUND TOE OF EMBANKMENT TOE OF SLOPE BRIDGE END SLOPE VARIABLE : TYP. EMBANKMENT SILT FENCE TO MEET SAND BAG BARRIER TOE OF SLOPE BRIDGE END SLOPE VARIABLE : TYP. SAND BAG BARRIER 3 FT. HIGH ADJACENT TO WATER COURSE. EXTEND 50 FT. BACK FROM TOE OF END SLOPE. EMBANKMENT SILT FENCE TO MEET ING TOE OF SLOPE EMBANKMENT OR WORK ROAD END SLOPE VARIABLE : TYP. TEMPORARY ING ADJACENT TO WATER COURSE. EXTEND 0 FT. BACK FROM TOE OF END SLOPE. SILT FENCE ONLY SILT FENCE WITH SAND BAGS 5 INSTALLATION AT BRIDGE EMBANKMENT ADJACENT TO WATER SILT FENCE WITH ING 6 SILT FENCE DISTRURBED SOIL, WORK AREA DRAINS TO STREAM CONSTRUCTION LIMITS 90 5' MIN. WITH SILT FENCE SILT FENCE NEAR TOE OF SLOPE AND OUTSIDE OF CONSTRUCTION LIMITS VARIABLE :6 TYPICAL < ROADWAY 0-0% SLOPE GRADE 90 MINIMUM POSSIBLE TURNING RADIUS = 0' (MAY BE LARGER WITH LARGER EQUIPMENT) 900 LOCATION AT TOE OF ROADWAY EMBANKMENT NOTES: SEE SPECS. 573, 39 & CONSTRUCTION LIMITS COARSE FILTER AGGREGATE (SPEC. 39) SHALL BE INCIDENTAL. TO PROTECT AREAS FROM FLOW. MAXIMUM CONTRIBUTING AREA: ACRE. 3 TO PROTECT AREAS FROM FLOW. MAXIMUM CONTRIBUTING AREA: 0.5 ACRE. STREAM BANK OR TOE OF SLOPE STREAM BANK OR TOE OF SLOPE 5 6 WATER COURSE FLOW VELOCITY: STANDING. CONTRIBUTING SLOPE AREA:./ ACRE. WATER COURSE FLOW VELOCITY: TO 7 FT./SEC. CONTRIBUTING SLOPE AREA:. ACRE. WATER COURSE FLOW VELOCITY: 8 TO 5 FT./SEC. CONTRIBUTING SLOPE AREA: 3 ACRES. PLAN VIEW PERSPECTIVE VIEW REVISED: REVISION: J-HOOK INSTALLATION TEMPORARY SEDIMENT CONTROL SILT FENCE APPROVED: APPROVED: CHIEF ENVIRONMENTAL OFFICER S.A.P DEPARTMENT OF TRANSPORTATION STATE DESIGN ENGINEER STANDARD PLAN OF 8 spn06 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn OF 6

22 0' MEASURED FROM CURB TO CURB SOD OR SEED & MULCH < ROADWAY MEDIAN PAVEMENT DIRECTION OF WATER FLOW DIRECTION OF WATER FLOW < ROADWAY SODDING LIMITS AT GORE AREA 6' 0' BR. APPROACH PANEL WHERE THE FLOW OF WATER IS CONCENTRATED, PLACE SOD STRIPS PARALLEL TO THE DIRECTION OF WATER FLOW. WHERE THE FLOW OF WATER IS ING, PLACE SOD STRIPS PERPENDICULAR TO THE DIRECTION OF WATER FLOW. 3'' MIN. EDGE OF SHOULDER END OF BRIDGE OVERLAPPING SOD SHINGLING SOD SPECIAL SOD PLACEMENT TECHNIQUES CONTROL POINT EDGE OF BRIDGE AND EDGE OF SLOPE PAVING TRANSITION AREA (TOP OF BERM) SOD LIMITS END OF UPPER BLANKET TO OVERLAP BOTTOM WOOD FIBER BLANKET MULCH ADJACENT PROPERTY TOE OF SLOPE 0' ROADWAY SHOULDER BR. APPROACH PANEL PLAN TOE OF SLOPE 0' MIN. WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE P.I. 35' END OF BLANKET BURIED IN 6'' DEEP VERTICAL TRENCH SOD RUNOFF SPREADER: SOD LAID PERPENDICULAR TO FLOW OF WATER SLOPE STEEPER THAN : 3' P.I. 3' :6 STANDARD MULCH AND SEED 35' h = 5' TO 30' ROADWAY < SAFETY SLOPE - BROKEN-BACK SAFETY FILL SLOPE EDGE OF SOD TOE OF SLOPE ELEVATION TOP OF SLOPE PAVING VARIABLE : TYP. TOE OF SLOPE SODDING LIMITS AT BRIDGE APPROACH FILLS WOOD FIBER BLANKET MULCH SPEC SOD RUNOFF SPREADER: SOD LAID PERPENDICULAR TO FLOW ON TOP OF BLANKET SLOPE :3 AND STEEPER 3' STANDARD MULCH 3' END OF BLANKET BURIED IN 6'' DEEP VERTICAL TRENCH h = GREATER THAN 30' ROADWAY < FLOW ' 6'' : OR FLATTER ' MIN. : OR FLATTER WOOD FIBER BLANKET INSTALLATION ON AN INSLOPE ( WHEN REQUIRED ) ADJACENT AREA OR INSLOPE DO NOT CONSTRUCT DITCH CUT OR FILL SLOPE 6' MIN. EDGE OF BITUMINOUS < PERMANENT SLOPE PROTECTION DIKE INSLOPE P.I. REVISED: REVISION: APPROVED: CHIEF ENVIRONMENTAL OFFICER SOD SHOULDER SLOPES ON INSIDE OF SUPERELEVATED CURVES SODDING INSLOPES OF SUPERELEVATED CURVES S.A.P DEPARTMENT MINNESOTA OF TRANSPORTATION STATE DESIGN ENGINEER APPROVED: PERMANENT SEDIMENT CONTROL ALONG ROADWAYS AND AT GORE AREAS & BRIDGE APPROACH FILLS STANDARD PLAN OF spn07 pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_spn.dgn OF 6

23 CREEK 83 BASSETT CREEK DR. EXISTING ROW BASSETT CONSTRUCTION LIMITS MAINTENANCE LINE 5' 30' SCALE BEGIN H.C. PROJECT 5 S.P END H.C. PROJECT 5 S.P CSAH STA CSAH STA GOLDEN VALLEY RD./ CSAH EXISTING ROW LEGEND SECTION VIEWS PROVIDED RIP RAP PERIMETER PROTECT INPLACE SANITARY SEWER, SHALLOW COVER I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A /8/7 JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. DESIGNED BY: DRAWN BY: CONTOURS AND SECTIONS OVERVIEW CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\tempo\proj\0_5_90605\design\plan\5_cont.dgn

24 TOP OF FINISHED SURFACE OT = 8.00 GG = 80.9 C/L EXISTING GROUND LINE 00 0 " " R/W 85 Tel + CL Tel + CL "ST 3"AA GAS TEAS 80 GAS (ABAN) 835 8" 8" WM REMOVE GAS LINE 9+7 GRADING GRADE TYPICAL - ALL SECTIONS WM 033.5" Tel Tel "ST CL CL GAS Tel Tel "ST CL CL GAS NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. SCALE H SCALE V 0' 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 8+90 TO STATION 9+7 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

25 NOTES: 835 "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. TEAS (+) OT = 8. GG = 80.5 C/L R/W R/W 85 Tel + CL Tel + CL "ST 3"AA GAS :3 80 GAS (ABAN) 835 8" STRUCTURE EXCAVATION - BRIDGE GRANULAR BACKFILL - BRIDGE 9+37 OT = 8.8 GG = 80.7 C/L REMOVE GAS LINE STRUCTURE EXCAVATION - BRIDGE WM GRANULAR BACKFILL - BRIDGE R/W 0 6" " 05 0 R/W 85 Tel + CL Tel + CL "ST 3"AA GAS :3 80 GAS (ABAN) TEAS GRANULAR BACKFILL - BRIDGE STRUCTURE EXCAVATION - BRIDGE REMOVE GAS LINE " 8" WM WM GRANULAR BACKFILL - BRIDGE STRUCTURE EXCAVATION - BRIDGE SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 9+7 TO STATION 9+37 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

26 NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. 835 TEAS 9" VCP SAN " PVC SAN (+) OT = 8.36 GG = 80. C/L R/W R/W Tel + CL Tel + CL "ST GAS (ABAN) REMOVE GAS LINE 3"AA GAS : " WM PROTECT WATERMAIN DURING EXCAVATION AND CONSTRUCTION 85 8" WM GRANULAR BACKFILL - BRIDGE STRUCTURE EXCAVATION - BRIDGE SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 9+57 TO STATION 9+57 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

27 NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. MAINT. EASEMENT :3 835 TEAS " 36" LJP WM SAN RELOCATE INPLACE WATERMAIN SEE (+) OT = 8.3 GG = C/L 85 R/W R/W WINGWALL Tel + CL Tel + CL "ST GAS (ABAN) 3"AA GAS WINGWALL : REMOVE GAS LINE STRUCTURE EXCAVATION - BRIDGE 8" WM 60" CONC. PROTECT WATERMAIN DURING EXCAVATION AND CONSTRUCTION GRANULAR BACKFILL - BRIDGE SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 9+75 TO STATION 9+75 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

28 NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. 835 MAINT. EASEMENT 85 TEAS 8" WM 36" LJP 80 CARRIER SAN INPLACE WATERMAIN SEE (+) 85 OT = GG = C/L 85 R/W HEADWALL :3 Tel + CL Tel + CL "ST GAS (ABAN) 3"AA GAS HEADWALL : R/W RELOCATE BY OTHERS REMOVE GAS LINE TOP OF ARCH EL RELOCATE BY OTHERS < OF ARCH EL STRUCTURE EXCAVATION - BRIDGE -90 SEE BRIDGE PLAN FOR GRANULAR BEDDING AND RIPRAP DETAILS " WM PROTECT WATERMAIN DURING EXCAVATION AND CONSTRUCTION 60" CONC SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 0+00 TO STATION 0+00 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

29 NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. 835 MAINT. EASEMENT TEAS 85 8" WM SAN INPLACE WATERMAIN SEE (+) 36" LJP OT = 80. GG = C/L 85 R/W WINGWALL :3 Tel + CL Tel + CL "ST GAS (ABAN) 3"AA GAS WINGWALL : MNTLI REMOVE GAS LINE PROTECT WATERMAIN DURING EXCAVATION AND CONSTRUCTION " WM 60" CONC STRUCTURE EXCAVATION - BRIDGE GRANULAR BACKFILL - BRIDGE SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 0+5 TO STATION 0+5 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

30 NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. MAINT. EASEMENT 835 TEAS (+) 85 OT = 80.5 GG = C/L R/W MNTLI Tel + CL Tel + CL "ST GAS (ABAN) REMOVE GAS LINE STRUCTURE EXCAVATION - BRIDGE GRANULAR BACKFILL - BRIDGE 8" 3"AA GAS PROTECT WATERMAIN DURING EXCAVATION AND CONSTRUCTION WM SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 0+50 TO STATION 0+50 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

31 6" Tel + CL Tel + CL Tel + CL Tel + CL STRUCTURE EXCAVATION - BRIDGE GRANULAR BACKFILL - BRIDGE " " "ST GAS (ABAN) -5 "ST GAS (ABAN) OT = 80.5 GG = C/L REMOVE GAS LINE OT = 80.5 GG = 839. C/L REMOVE GAS LINE 6" 3" "AA GAS 3"AA GAS NOTES: "OT" = ORIGINAL TERRAIN "GG" = GRADING GRADE, TYPICAL ALL CROSS SECTIONS, SEE TYPICAL SECTION 5. EXCAVATION QUANTITY INCIDENTAL TO BRIDGE STRUCTURE EXCAVATION LUMP SUM. EMBANKMET QUANTITY INCIDENTAL TO BRIDGE GRANULAR BACCKFILL MOD (CV) LUMP SUM. R/W R/W MAINT. EASEMENT :3 TEAS TEAS " WM SCALE H 0' 5' 0' DESIGNED BY: X-SECTIONS STATION 0+7 TO STATION +6 SCALE V 0' 5' 0' DRAWN BY: CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P pw086 \\Tempo\proj\0_5_90605\Design\Plan\5_xs.dgn

32 TABULATION OF QUANTITIES () ITEM DESCRIPTION UNIT TOTAL PORTABLE PRECAST CONC BARRIER DES 8337 LF 0 TRAFFIC CONTROL LEGEND APPROPRIATE SIGN AS INDICATED MOUNTED ON POSTS OR PORTABLE TUBULAR METAL FRAME PCB PORTABLE PRECAST CONC BARRIER TRAFFIC CONTROL LS 8' - TYPE III BARRICADE. UNLESS NOTED WITH APPROPRIATE SIGN AS INDICATED PORTABLE CHANGEABLE MESSAGE SIGN UDAY 00 FLASHING AMBER LIGHT PERMANENT CONSTRUCTION AREA CONSTRUCTION SIGN-SPECIAL SF 600 H.I. TEMPORARY FENCE LF 600 HIGH INTENSITY FLASHING AMBER LIGHT () ALL QUANTITIES ARE FOR USE AS DIRECTED BY THE ENGINEER. THE PROVISIONS OF 0.3 DO NOT APPLY, SEE SPECIAL PROVISIONS. SIGN DETAIL GENERAL INFORMATION FOLLOW LYNDALE AVE " RADIUS, 0.50" MARGIN, 0.75" BORDER, C SERIES LETTERING, BLACK BORDER AND TEXT ON A ORANGE BACKGROUND, DG3 SIGN ING ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL INPLACE PAVEMENT MARKINGS AND INPLACE TRAFFIC CONTROL DEVICES, INCLUDING OVERHEAD SIGNS ON ROADS OPEN TO TRAFFIC THAT ARE NOT CONSISTENT WITH TRAFFIC CONTROL OPERATIONS SHALL BE COVERED, REMOVED OR REVISED. 3. ALL TRAFFIC CONTROL DEVICES ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ACTUAL LOCATIONS SHALL BE DETERMINED IN THE FIELD.. THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE THE TRAFFIC CONTROL DEVICES IN THIS TRAFFIC CONTROL PLAN AND ALL ADDITIONAL TRAFFIC CONTROL DEVICES AS REQUIRED TO FACILITATE TRAFFIC OPERATIONS AND FIELD CONDITIONS. 5. TEMPORARY SIGNING SHALL BE MOUNTED ON POSTS DRIVEN INTO THE GROUND OR ON PORTABLE SUPPORTS. WHEN THE TEMPORARY SIGNS ARE REMOVED THE SIGN POSTS SHALL ALSO BE REMOVED. 6. ALL STREETS AND ENTRANCES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES AND SHALL BE BUILT UNDER TRAFFIC AS REQUIRED UNLESS SPECIFICALLY SHOWN IN THIS TRAFFIC CONTROL PLAN. ANY TEMPORARY CLOSURE SHALL BE APPROVED BY THE ENGINEER. 7. ALL WORK DETAILED IN NOTES - 6 SHALL BE AS DIRECTED BY AND TO THE SATISFACTION OF THE ENGINEER, SEE SPECIAL PROVISIONS. THE FOLLOWING STANDARD PLATES, APPROVED BY THE FEDERAL HIGHWAY ADMINISTRATION, SHALL APPLY ON THIS PROJECT. STANDARD PLATES PLATE NO. PLATE DESCRIPTION 8000J CHANNELIZERS, (3 S) TEMPORARY PORTABLE PRECAST CONCRETE BARRIER (TYPE F), 8337C (3 S) NO. TC - TC3 TC - TC0 INDEX DESCRIPTION TRAFFIC CONTROL DETAIL S TRAFFIC CONTROL PLAN I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL DETAIL 5896 / / 8 /07 / CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 R. ALLERS S.P TC RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL DETAILS.DGN

33 KNEE BRACE SPLICE NOTES:. USE 3# STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN/DOT 30. 9' MIN.. MOUNTING (PUNCHING CODE) FOR TYPE "C" SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. 8" MIN. 6' MIN. FROM SHOULDER ' MIN. FROM ROADWAY 7' MIN. 3. ALL RISER (VERTICAL) "U POSTS" SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT L 7' LONG. GROUND LINE. USE STAINLESS STEEL 5/6" BOLTS, WASHERS, AND Š" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED TYPICAL RURAL MOUNTING NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. NEAR TOP AND BOTTOM HOLES. 5. STAINLESS STEEL WASHER WITH SAME DIMENSIONS STRINGER SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 6. BRACING STUBS SHALL BE NO MORE THAN " ABOVE GROUND AND EMBEDDED AT L 3 /'. 7. A-FRAME BRACKET SHALL BE STEEL CONFORMING TO RISER POST (NO SPLICE PERMITTED) MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN/DOT COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE H INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. -5/6" STAINLESS STEEL BOLTS MN/DOT 335.A5. WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. 9. POST TYPE "C" SIGNS SHALL BE REINFORCED WITH AT L ONE LATERAL BRACE, INSTALLATIONS WHERE "- 30" THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROXIMATELY AT THE QUARTER POINTS. ' VERTICAL POST 0. WHERE SINGLE POST TYPE "C" SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT L BRACES, BOLTED AT EACH POST AND "- 8" STUB POST 7' MIN. 9' MIN. 3.5'. LOCATED APPROXIMATELY AT THE QUARTER POINTS. WHERE 3 OR MORE TYPE "C" SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT L BRACES, BOLTED AT EACH POST AND POST SECTION AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN THE MODIFIED TYPE C INSTALLATION.. TYPE "D" SIGN PANELS SHALL BE BOLTED TO STRINGERS AT " MAXIMUM INTERVALS IN ACCORDANCE WITH 3.5' TYPICAL URBAN MOUNTING THE TYPE "D" STRINGER AND PANEL-JOINT DETAIL (SEE STANDARD SIGNS MANUAL). U POST SPLICE TYPICAL INSTALLATION TYPE "D" SIGNS I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL DETAIL 5896 / / 8 / 07 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 R. ALLERS S.P TC RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL DETAILS.DGN

34 SIGN DETAIL SIGN DETAIL 3 ROAD CLOS ED GOLDEN VALLEY BEGINS AT RD Basset tcreek XX/XX/XX ROAD CLOS ED GOLDEN VALLEY AT RD Basset tcreek BEGINS XX/XX/XX () " RADIUS,.5" BORDER, D SERIES LETTERING, DG3 SIGN ING, BLACK BORDER AND TEXT ON A ORANGE BACKGROUND 96 AND THE CORNERS SHALL NOT BE TRIMMED FOLLOW () " RADIUS, " BORDER, D SERIES LETTERING, DG3 SIGN ING, BLACK BORDER AND TEXT ON A ORANGE BACKGROUND, AND THE CORNERS SHALL NOT BE TRIMMED. 0 3 () " Radius,.5" Border, Black on Orange; [FOLLOW ] D; FOL LOW DET OUR NOTES 3 () SIGN SHALL BE INSTALLED 7 DAYS IN ADVANCE OF CLOSURE WITH CORRECT STARTING. () "FOLLOW " PLAQUE SHALL BE PLACED OVER THE "BEGINS XX/XX/XX" ONCE ROADWAY IS CLOSED. ().0" Radius,.0" Border, Black on Orange; [FOLLOW ] D; I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL DETAIL 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC3 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL DETAILS.DGN

35 TRAFFIC CONTROL DEVICES () SIGN NO. QUAN. MOUNTING SIGN PANEL SIZE (IN.) CODE NO. PANEL LEGEND / DESCRIPTION () SIGN NO. QUAN. MOUNTING SIGN PANEL SIZE (IN.) CODE NO. PANEL LEGEND / DESCRIPTION () TC- 5 (3) 96 X 8 () WORK ZONE ADVANCE NOTICE (5) 36 X 8 M-8 TC- (6) 3 (3) 3 X 08 (7) WORK ZONE ADVANCE NOTICE (5) TC- (6) (3) 36 X 8 36 X X M3-A M-6 M5-AR ADVANCE 5 TURN ARROW RIGHT TC- 3 (3) 8 X 8 W0- AHEAD (8) 36 X 8 M-8 X M-8 TC- (6) (3) 36 X 8 36 X 36 M3-A M-6 TC- (3) X M3-A X M-6 30 X M6-AR HORIZONTAL 5 SINGLE HEAD ARROW RIGHT X 5 M5-AR ADVANCE 90 TURN ARROW RIGHT 36 X 8 M-8 X M-8 TC-3 (6) 9 (3) 36 X 8 36 X 36 M3-A M-6 TC- 5 (3) X M3-A X M-6 30 X M6-3A VERTICAL SINGLE HEAD ARROW UP X 5 M6-AR HORIZONTAL 90 SINGLE HEAD ARROW RIGHT X M-6A END X M-8 TC- (3) X X M-8 M3-A TC- 6 (3) X M3-A X M-6 X M-6 X 5 M6-3A VERTICAL SINGLE HEAD ARROW UP X M-8 36 X 8 M-8 TC-5 3 (3) X M3-A X M-6 TC- 7 (6) (3) 36 X 8 36 X 36 M3-A M-6 X 5 M5-AL ADVANCE 90 TURN ARROW LEFT 30 X M5-AL ADVANCE 90 TURN ARROW LEFT X M-8 36 X 8 M-8 TC-6 3 (3) X M3-A X M-6 TC- 8 (6) (3) 36 X 8 36 X 36 M3-A M-6 X 5 M6-AL HORIZONTAL 90 SINGLE HEAD ARROW LEFT 30 X M6-AL HORIZONTAL 90 SINGLE HEAD ARROW LEFT X M-8 36 X 8 M-8 TC-7 (3) X M3-A X M-6 TC- 9 (6) (3) 36 X 8 36 X 36 M3-A M-6 X 5 M5-AR ADVANCE 90 TURN ARROW RIGHT 30 X M5-AL ADVANCE 5 TURN ARROW LEFT X M-8 36 X 8 M-8 TC-8 (3) X M3-A X M-6 TC-0 (6) (3) 36 X 8 36 X 36 M3-A M-6 X 5 M6-AR HORIZONTAL 90 SINGLE HEAD ARROW RIGHT 30 X M6-AL HORIZONTAL 5 SINGLE HEAD ARROW LEFT () THE QUANTITIES SHOWN WITHIN THIS TABULATION ARE FOR INFORMATION ONLY AND SHALL BE PAID FOR UNDER THE PAY ITEM TRAFFIC CONTROL (LS). () ALL SIGNING SHALL USE DG3 SIGN ING. (3) POSTS OR PORTABLE TUBULAR METAL FRAME. () SEE SIGN DETAIL ON TC3. (5) TO BE DETERMINED BY THE ENGINEER AND THE SIGN SHALL BE INSTALL A MINIMUM OF 7 DAYS IN ADVANCE OF ROAD CLOSURE. (6) THESE SIGNS ARE LARGER AND SHALL ONLY BE USED ALONG T.H. 55, T.H. 00 AND CONVENTIONAL ROADS WITH MULTIPLE LANES. (7) SEE SIGN DETAIL 3 ON TC3. (8) INCLUDES ONE HIGH INTENSITY AMBER FLASHING LIGHT ON EACH SIGN. (9) 8' TYPE III BARRICADE. (0) SEE SIGN DETAIL ON TC. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL TABULATION 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL PLAN.DGN

36 TRAFFIC CONTROL DEVICES () SIGN NO. QUAN. MOUNTING SIGN PANEL SIZE (IN.) CODE NO. PANEL LEGEND / DESCRIPTION () SIGN NO. QUAN. MOUNTING SIGN PANEL SIZE (IN.) CODE NO. PANEL LEGEND / DESCRIPTION () QUAN. DESCRIPTION X M-8 TC-9 (9) 30 X 8 R9-9 SIDEWALK CLOSED 7 8' TYPE III BARRICADE LEFT TC-9 (3) X M3-A X M-6 TC-30 (3) 30 X M-9MCL BICYCLE WITH 90 LEFT ARROW 5 8' TYPE III BARRICADE RIGHT X 5 M6-3A VERTICAL SINGLE HEAD ARROW UP TC-3 (3) 30 X M-9MCR BICYCLE WITH 90 RIGHT ARROW FLASHING AMBER LIGHT 36 X 8 M-8 TC-0 (6) (3) 36 X 8 36 X 36 M3-A M-6 TC-3 (3) 30 X M-9MCT BICYCLE WITH VERTICAL ARROW UP HIGH INTENSITY AMBER FLASHING LIGHT 30 X M5-AL ADVANCE 90 TURN ARROW LEFT TC-33 (9) 60 X 30 R-3A ROAD CLOSED / MILE AHEAD 36 X 8 M-8 TC-3 (9) 60 X 30 R-3A ROAD CLOSED / MILE AHEAD TC- (6) (3) 36 X 8 36 X 36 M3-A M-6 X M-8 30 X M6-AL HORIZONTAL 90 SINGLE HEAD ARROW LEFT X M3-A TC-35 (3) X M-6 36 X 8 M-8 X 5 M6-3A VERTICAL SINGLE HEAD ARROW UP TC- (6) (3) 36 X 8 36 X 36 M3-A M-6 30 X 30 (0) FOLLOW LYNDALE AVE 30 X M5-AR ADVANCE 5 TURN ARROW RIGHT X M-8 X M3-A 36 X 8 M-8 TC-36 (3) X M-6 TC-3 (6) (3) 36 X 8 36 X 36 M3-A M-6 X 5 M5-AL ADVANCE 5 TURN ARROW LEFT 30 X 30 (0) FOLLOW LYNDALE AVE 30 X M6-AR HORIZONTAL 5 SINGLE HEAD ARROW RIGHT X M-8 36 X 8 M-8 X M3-A TC- (6) 8 (3) 36 X 8 36 X 36 M3-A M-6 TC-37 (3) X M-6 X 5 M6-AL HORIZONTAL 5 SINGLE HEAD ARROW LEFT 30 X M6-3A VERTICAL SINGLE HEAD ARROW UP 30 X 30 (0) FOLLOW LYNDALE AVE X M-6A END TC-5 (3) X X M-8 M3-A X M-6 TC-6 (3) 5 X 8 G0-X CLOSURE NOTICE (5) TC-7 (3) 8 X 8 W0-3 ROAD CLOSED AHEAD (8) TC-8 6 (9) 8 X 30 R- ROAD CLOSED () THE QUANTITIES SHOWN WITHIN THIS TABULATION ARE FOR INFORMATION ONLY AND SHALL BE PAID FOR UNDER THE PAY ITEM TRAFFIC CONTROL (LS). () ALL SIGNING SHALL USE DG3 SIGN ING. (3) POSTS OR PORTABLE TUBULAR METAL FRAME. () SEE SIGN DETAIL ON TC3. (5) TO BE DETERMINED BY THE ENGINEER AND THE SIGN SHALL BE INSTALL A MINIMUM OF 7 DAYS IN ADVANCE OF ROAD CLOSURE. (6) THESE SIGNS ARE LARGER AND SHALL ONLY BE USED ALONG T.H. 55, T.H. 00 AND CONVENTIONAL ROADS WITH MULTIPLE LANES. (7) SEE SIGN DETAIL 3 ON TC3. (8) INCLUDES ONE HIGH INTENSITY AMBER FLASHING LIGHT ON EACH SIGN. (9) 8' TYPE III BARRICADE. (0) SEE SIGN DETAIL ON TC. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL TABULATION 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC5 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL PLAN.DGN

37 BEGINS ROAD CLOSED GOLDEN VALLEY ROAD AT BASSETT CREEK END ROAD CLOSED GOLDEN VALLEY ROAD BEGINS AT BASSETT CREEK END ROAD CLOSED GOLDEN VALLEY ROAD BEGINS AT BASSETT CREEK BEGINS TC- TC- AT BASSETT CREEK GOLDEN VALLEY ROAD ROAD CLOSED TC-3 T.H. 00 TC-5 TC- NOBLE AVE. WORK ZONE C.S.A.H. 0 TC-33 ROAD CLOSED / MILES AHEAD LOCAL TRAFFIC ONLY TC-7 TC-6 TC-5 TC- ROAD CLOSED GOLDEN VALLEY ROAD AT BASSETT CREEK BEGINS THEODORE WIRTH PKWY. GOLDEN PENN AVE. BEGINS TC- AT BASSETT CREEK GOLDEN VALLEY ROAD C.S.A.H. 08 ROAD CLOSED VALLEY RD. TC-9 TC-8 TC-9 TC-9 TC-7 TC- LYNDALE AVE. N. TC-6 H.I. TC-5 TC- AHEAD TC- 3 W. BROADWAY AVE. TC- TC- 3 TC- AHEAD H.I. TC- 5 TC-0 TC-3 LOCAL TRAFFIC ONLY ROAD CLOSED / MILES AHEAD TC-3 BEGINS ROAD CLOSED GOLDEN VALLEY ROAD AT BASSETT CREEK TC- TC-8 TC-9 TC-9 TC-9 TC-5 TC-6 TC-7 TC-9 TC-8 TC-9 TC-9 TC- TC- 6 TC- 5 TC-3 TC- TC-3 TC- TC- TC- TC- CITY OF GOLDEN VALLEY NOTES:. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. SEE S TC7 - TC9 FOR FOR ADDITIONAL INFORMATION AT THE WORK ZONE AREA. CITY OF MINNEAPOLIS NO SCALE TC-9 TC-9 TC-7 FOLLOW LYNDALE AVE FOLLOW LYNDALE AVE TC- 6 TC-37 TC-36 TC- 9 TC-0 TC-3 TC- TC- TC- ROUTE TC- TC- TC- TC-8 FOLLOW LYNDALE AVE TC-35 TC- TC- T.H. 055 ROAD CLOSED AT GOLDEN VALLEY ROAD BASSETT CREEK BEGINS T.H. 00 TC-3 TC- TC- TC-3 TC-3 THEODORE WIRTH PKWY. TC-3 TC-3 C.S.A.H. 00 OLSON MEMORIAL HWY. TC-3 TC- 7 TC- 8 LYNDALE AVE. N. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL PLAN 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC6 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL PLAN.DGN

38 0' 30' SCALE MARY HILLS DR. CITY OF GOLDEN VALLEY APPROXIMATELY 35' C.S.A.H. NO. 0 GOLDEN VALLEY RD. XX/XX/XX BEGINNING CLOSED TC-6 ROAD AHEAD CLOSED ROAD TC-7 H.I. HIDDEN LAKES PKWY. NOTES:. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. 3. ALL STREETS AND ENTRANCES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES UNLESS SPECIFICALLY SHOWN ON THIS PLAN OR AS DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL PLAN 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC7 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL 30 SCALE PLAN.DGN

39 ROAD CLOSED SIDEWALK CLOSED ROAD CLOSED BASSETT CREEK DR. BASSETT CREEK 0' 30' SCALE CITY OF GOLDEN VALLEY TC-8 TC-9 TC-8 CONSTRUCTION LIMITS GOLDEN VALLEY RD. PCB C.S.A.H. NO. 0 CLOSED ROAD TC-8 NOTES: CLOSED SIDEWALK TC-9. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. 3. ALL STREETS AND ENTRANCES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES UNLESS SPECIFICALLY SHOWN ON THIS PLAN OR AS DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL PLAN 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC8 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL 30 SCALE PLAN.DGN

40 TC-9 SIDEWALK CLOSED FIRE STATION ENTRANCE TC-8 ROAD CLOSED 0' 30' SCALE CITY OF GOLDEN VALLEY BONNIE LN. PCB C.S.A.H. NO. 0 APPROXIMATELY 35' H.I. TC-7 ROAD CLOSED AHEAD TC-6 ROAD CLOSED BEGINNING XX/XX/XX GOLDEN VALLEY RD. TC-8 ROAD CLOSED APPROXIMATELY 35' TC-8 ROAD CLOSED TC-9 SIDEWALK CLOSED NOTES:. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. 3. ALL STREETS AND ENTRANCES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES UNLESS SPECIFICALLY SHOWN ON THIS PLAN OR AS DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL PLAN 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC9 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL 30 SCALE PLAN 3.DGN

41 TC-3 TC-30 TC-3 TC-3 DRESDEN TC-30 TC-3 NO SCALE TC-3 TC-30 TC-30 TC-3 TC-3 BAS SETT CREEK TC-3 TC-3 DR. TC-3 TC-3 TC-3 BONNIE LA. TC-3 TC-3 TC-3 TC-3 GOLDEN TC-30 VALLEYRD. WORK ZONE NOTES:. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) AND PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. 3. ALL STREETS AND ENTRANCES SHALL REMAIN OPEN TO TRAFFIC AT ALL TIMES UNLESS SPECIFICALLY SHOWN ON THIS PLAN OR AS DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGN BY: J. WING TRAFFIC CONTROL PLAN 5896 CAD BY: J. WING C.S.A.H. 0 / PROJECT 5 / / 8 / 07 R. ALLERS S.P TC0 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. LAST REVISION: / / TC0 ryal00 /5/08 \\Tempo\proj\0_5_90605\Traffic Design\TRAFFIC CONTROL\ ONLY\LYNDALE AVE \5 TRAFFIC CONTROL 30 SCALE PLAN.DGN

42 GENERAL PERMANENT SIGNING AND STRIPING LEGEND ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) INCLUDING PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS" AND AS DIRECTED BY THE ENGINEER. THESE GUIDELINES ARE TYPICAL AND MODIFICATIONS MAY BE REQUIRED FOR UNUSUAL CONDITIONS. A INPLACE SIGN TYPE C SIGN APPROPRIATE SIGN TYPE C AS INDICATED " SOLID LINE WHITE EPOXY GROUND IN SIGNING TYPE C SW ALL SIGN POSTS SHALL BE 3 POUNDS PER FOOT, GALVANIZED "U" POSTS. " DOUBLE SOLID LINE YELLOW EPOXY GROUND IN PERMANENT STRIPING AND PAVEMENT MARKINGS ALL LONGITUDINAL LINES SHALL BE " WIDE EPOXY GROUND IN (GROOVED), UNLESS NOTED. ALL PAVEMENT MESSAGES SHALL BE THERMOPLASTIC GROUND IN (GROOVED), UNLESS NOTED. THE INSTALLERS OF ALL THERMOPLASTIC MATERIALS MUST CARRY A CARD CERTIFYING THAT THEY HAVE ATTENDED A TRAINING SESSION THAT ADDRESSES SURFACE PREPARATIONS AND ALL APPLICATION REQUIREMENTS AND TECHNIQUES NECESSARY FOR SUCCESSFUL APPLICATIONS. SDBLY PMB PAVEMENT MESSAGE BIKE WHITE LEGEND CENTERED ON A BLACK RECTANGULAR BACKGROUND PREFORMED THERMOPLASTIC GROUND IN SEE DETAIL SS INTERSECTION MARKINGS, LEGENDS, AND SYMBOLS MAY REQUIRE USE OF WIDER CUTTING HEADS TO REDUCE THE NUMBER OF RIDGES FORMED BY MULTIPLE PASSES WITH THE CUTTING HEAD. THE HEIGHT OF THE RIDGES SHOULD BE LESS THAN 0% OF THE GROOVE DEPTH. THE ENGINEER'S INVOLVEMENT IN THE APPLICATION OF THE MATERIAL SHALL BE LIMITED TO FIELD CONSULTATION AND INSPECTION. THE CONTRACTOR WILL PLACE NECESSARY "SPOTTING" AT APPROPRIATE POINTS TO PROVIDE HORIZONTAL CONTROL FOR STRIPING AND TO DETERMINE NECESSARY STARTING AND CUTOFF POINTS. LONGITUDINAL JOINTS, PAVEMENT EDGES AND EXISTING MARKINGS MAY SERVE AS HORIZONTAL CONTROL WHEN SO DIRECTED. TABULATION OF QUANTITIES ITEM DESCRIPTION UNIT TOTAL () SALVAGE SIGN TYPE C EACH INSTALL SIGN TYPE C EACH () PAVT MSSG PREF THERMO GR IN SF 8 (3) " SOLID LINE EPOXY GR IN LF 70 () " DBLE SOLID LINE EPOXY GR IN LF 35 INDEX () INCLUDES SIGN TO BE RELOCATED ELSEWHERE ON THIS PROJECT. () INCLUDES PAVEMENT MESSAGE BIKE. (3) ALL WHITE. () ALL YELLOW. NO. SS - SS3 SS DESCRIPTION PERMANENT SIGNING AND STRIPING DETAIL S PERMANENT SIGNING AND STRIPING PLAN I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT THIS PLAN CONFORMS TO THE CURRENT MN MUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED), AND THAT I AM A RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. DESIGN BY: CAD BY: LAST REVISION: J. WING J. WING R. ALLERS PERMANENT SIGNING AND STRIPING DETAIL C.S.A.H. 0 / PROJECT 5 S.A.P SS SS SS DETAIL pws890 7-APR-07 :0 \\tempo\proj\0_5_90605\traffic Design\SIGNING AND STRIPING\5 SS DETAILS.DGN

43 INPLACE TYPE C SIGN PANELS SIGN NOTES PANEL LEGEND NO. (,) A (,) BASSETT CREEK DR. GOLDEN VALLEY RD. PAVEMENT MESSAGE BIKE DETAIL WHITE LEGEND CENTERED ON A BLACK RECTANGULAR BACKGROUND THERMOPLASTIC GROUND IN (NO SCALE) B () STOP C () TRANSIT 8" 7" (3) HANDICAP XING 8" D (3) (3) PEDESTRIAN XING STOP FOR PEDESTRIAN IN CROSSWALK 6" 8" E F () () () () REVERSE CURVE RIGHT NO PARKING NO PARKING TRANSIT.5" TYP 3" 8" " 6" TOTAL SALVAGE SIGN TYPE C: TOTAL INSTALL SIGN TYPE C: () PROTECT AND PRESERVE INPLACE. () TWO OF THE SAME SIGNS MOUNTED BACK TO BACK. 7" 8" (3) SALVAGE AND RELOCATE, AS DIRECTED BY THE ENGINEER..5" " 8" 3" 8" " 8" SIGN PANELS TYPE "C" SIGN NO. QUAN. POSTS NO. MTG HT (FT.) () PANEL LEGEND HANDICAP XING () 7.00 PEDESTRIAN XING () STOP FOR PEDESTRIAN IN CROSSWALK () TOTAL INSTALL SIGN PANEL: TRAFFIC FLOW () TO BOTTOM EDGE OF LO SIGN. () SALVAGED AND RELOCATED. I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT THIS PLAN CONFORMS TO THE CURRENT MN MUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED), AND THAT I AM A RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. DESIGN BY: CAD BY: LAST REVISION: J. WING J. WING R. ALLERS PERMANENT SIGNING AND STRIPING DETAIL C.S.A.H. 0 / PROJECT 5 S.A.P SS SS SS DETAIL pws890 7-APR-07 :0 \\tempo\proj\0_5_90605\traffic Design\SIGNING AND STRIPING\5 SS DETAILS.DGN LAST REVISION - 9-5

44 KNEE BRACE SPLICE NOTES:. USE 3# STUB POSTS, RISER POSTS, STRINGERS, KNEE BRACES, LATERAL BRACES AND KNEE BRACE STUB POSTS. ALL SHALL CONFORM TO MN/DOT 30. 9' MIN.. MOUNTING (PUNCHING CODE) FOR TYPE "C" SIGN PANELS SHALL BE AS INDICATED IN THE STANDARD SIGNS MANUAL UNLESS OTHERWISE SPECIFIED. 8" MIN. 6' MIN. FROM SHOULDER ' MIN. FROM ROADWAY 7' MIN. 3. ALL RISER (VERTICAL) "U POSTS" SHALL BE SPLICED. DRIVEN STUB POSTS SHALL BE AT L 7' LONG.. USE STAINLESS STEEL 5/6" BOLTS, WASHERS, AND Š" STAINLESS STEEL BOLTS WITH NYLON INSERT LOCK NUTS PLACED TYPICAL RURAL MOUNTING NYLON INSERT LOCK NUTS AS SHOWN FOR ALL GROUND MOUNTED AND OVERHEAD MOUNTED SIGNS. NEAR TOP AND BOTTOM HOLES. 5. STAINLESS STEEL WASHER WITH SAME DIMENSIONS STRINGER SHALL BE PROVIDED BETWEEN ALL NYLON WASHERS AND BOLT HEADS. 6. BRACING STUBS SHALL BE NO MORE THAN " ABOVE GROUND AND EMBEDDED AT L 3 /'. 7. A-FRAME BRACKET SHALL BE STEEL CONFORMING TO RISER POST (NO SPLICE PERMITTED) MN/DOT 3306 AND GALVANIZED IN ACCORDANCE WITH MN/DOT COLLARS SHALL BE USED TO SHIM OVERLAYS AND DEMOUNTABLE LEGEND AWAY FROM PANEL WHERE H INTERFERENCE WITH BOLT HEADS IS ENCOUNTERED. -5/6" STAINLESS STEEL BOLTS MN/DOT 335.A5. WITH NYLON INSERT LOCK NUTS PLACED IN TOP AND BOTTOM HOLES. 9. POST TYPE "C" SIGNS SHALL BE REINFORCED WITH AT L ONE LATERAL BRACE, INSTALLATIONS WHERE "- 30" THE TOTAL PANEL HEIGHT IS 60" OR MORE SHALL HAVE TWO LATERAL BRACES LOCATED APPROXIMATELY AT THE QUARTER POINTS. ' VERTICAL POST 0. WHERE SINGLE POST TYPE "C" SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT L BRACES, BOLTED AT EACH POST AND "- 8" STUB POST 7' MIN. 9' MIN. 3.5'. LOCATED APPROXIMATELY AT THE QUARTER POINTS. WHERE 3 OR MORE TYPE "C" SIGNS ARE INSTALLED SIDE BY SIDE, THEY SHALL BE REINFORCED LATERALLY BY AT L BRACES, BOLTED AT EACH POST AND POST SECTION AND LOCATED APPROXIMATELY AT THE QUARTER POINTS AS SHOWN IN THE MODIFIED TYPE C INSTALLATION.. TYPE "D" SIGN PANELS SHALL BE BOLTED TO STRINGERS AT " MAXIMUM INTERVALS IN ACCORDANCE WITH 3.5' TYPICAL URBAN MOUNTING THE TYPE "D" STRINGER AND PANEL-JOINT DETAIL (SEE STANDARD SIGNS MANUAL). U POST SPLICE TYPICAL INSTALLATION TYPE "D" SIGNS I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT THIS PLAN CONFORMS TO THE CURRENT MN MUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED), AND THAT I AM A RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. DESIGN BY: CAD BY: LAST REVISION: J. WING J. WING R. ALLERS PERMANENT SIGNING AND STRIPING DETAIL C.S.A.H. 0 / PROJECT 5 S.A.P SS3 SS SS DETAIL3 pws890 7-APR-07 :0 \\tempo\proj\0_5_90605\traffic Design\SIGNING AND STRIPING\5 SS DETAILS.DGN

45 FIRE BASSETT CREEK HANDICAP XING STOP PEDESTRIAN IN FOR CROSSWALK 0' 30' SCALE CITY OF GOLDEN VALLEY E +00 STATION ENTRANCE +50 GOLDEN VALLEY RD F BASSETT CREEK DR. A B TIE INTO EXISTING PAVEMENT STRIPING C.S.A.H. NO. 0 C SW SDBLY D SW PMB TIE INTO EXISTING PAVEMENT STRIPING CONSTRUCTION LIMITS NOTES:. ALL TRAFFIC CONTROL DEVICES SHALL CONFORM AND BE INSTALLED IN ACCORDANCE TO THE MNDOT "TRAFFIC ENGINEERING MANUAL" AND THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MN MUTCD) INCLUDING PART VI, "FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS".. ALL PAVEMENT MARKING SYMBOLS AND SIGNS ARE SHOWN IN THEIR APPROXIMATE LOCATIONS. ANY NECESSARY REARRANGEMENT SHALL BE AS DIRECTED BY THE ENGINEER. I HEREBY CERTIFY THAT THESE SIGNAL PLANS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION, THAT THIS PLAN CONFORMS TO THE CURRENT MN MUTCD (EXCEPT WHERE A VARIANCE HAS BEEN GRANTED), AND THAT I AM A 5896 /8/07 RYAN T. ALLERS, PROFESSIONAL ENGINEER LICENSE NO. DESIGN BY: CAD BY: LAST REVISION: J. WING J. WING R. ALLERS PERMANENT SIGNING AND STRIPING PLAN LAYOUT C.S.A.H. 0 / PROJECT 5 S.A.P SS SS plotname username dd-mmm-yyyy hh:mm pathname

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47 N. END OF BARREL SECTION 8'-0" W.P. G W.P. H W.P. J AZ=59 '55.5" 00'-0" 5'-3 " 8'-8 " W.P. D W.P. E W.P. F W. ABUT. E. ABUT. WORKING LINE WORKING LINE 90 00'00.00" < CSAH (GOLDEN VALLEY RD) (TYP.) & WORKING LINE NOTES: ()PRECAST HEADWALLS INCLUDED IN BID ITEM.60 "PRECAST CONCRETE WINGWALLS" W.P. A 90 00'00.00" (TYP.) W.P. B W.P. C S. END OF BARREL SECTION FLOW APPROX. < BASSETT CREEK 0' 0' 0' WORKING POINT LAYOUT SCALE I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DESIGNED BY: J. BRONDER SCHEDULE OF QUANTITIES AND BRIDGE LAYOUT JOHN D. EKOLA, PROFESSIONAL ENGINEER LICENSE NO. /8/7 DRAWN BY: J. BRONDER CSAH 0 / PROJECT 5 BRIDGE 7J67 S.A.P B B6 PWJ7 \\tempo\proj\0_5_90605\bridge\plansheets\brg7j67_seqframe.dgn