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CR 01-194 Approve Excelsior Boulevard Landscape/Streetscape Design CITY OF ~ ~' .. - . November 30,2001 HOPKINS Council Report 2001-194 Approve Excelsior Boulevard, Phase II Landscape/streetscape Design Proposed Action. Staff recommends adoption of the following motion: Move that Council approve landscape/streetscape desion plans for the Excelsior Boulevard. Phase II reconstruction proiect. Overview. City Council approved final streetscape design plans for the original Excelsior Blvd, Phase II project on November 21,2000. The scope of the project has changed since that approval. The changes include new and revised landscaping/streetscaping in conjunction with the new Milwaukee SUJackson Ave/Excelsior Blvd intersection plans. The basic design plan has not changed with the exception of new berming and plantings in the area of the new intersection and plantings in the wider medians. The estimated city cost of the landscape improvements remains at $400,000. Primary Issues to Consider. . . Scope of proposed improvements . Project schedule and funding Supportino information. . Landscape plan excerpts . Engineer's estimate with highlighted streetscape costs . Hennepin County August 14, 2001 letter ~\bl\ Steven J. Stadler, Public Works Director Financial Impact: $ est 400,000 Budgeted: Y/N ~ Source: MSA & TIF Funds Related Documents (CIP, ERP, etc.): . Notes: $230,000 expected County fundinq for streetscape improvements . . . ~ Council Report 2001-194 Page 2 Analvsis of Issues . Scope of proposed improvements The project scope includes: paver brick, bollard and banner pole median treatments; tree, shrub and perennial plantings in both median areas and boulevards; screen fence along the residential area; irrigation system throughout project area; and special treatments in the Blake Road/Excelsior Blvd intersection area. Bruce Chamberlain, Hoisington Koegler Group Inc project manager, will make a detailed presentation of the plans. . . Road Reconstruction Project Funding and Schedule Project funding: Current status of city costs and funding for the Phase" Excelsior Boulevard improvements are as follows: Item Estimated city cost REAL ESTATE... ... ... ... ... ... ... ... ... ... ... ...$1 ,775,500 ROAD CONSTRUCTION........................ .$400,000 STREET LIGHTING.............................. ..$135,000 (Incl County funding: $120,000) ENGINEERING.................................... ..$180,000 STREETSCAPING................................. $370,000 (Incl County funding: $230,000) TOTAL... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..$2,860,500 Engineer's Estimated Utility cost: $400,000 (Includes water main replacement, sanitary sewer repairs and city share of new storm sewer, and engineering fees) Estimated cost of new intersection/roadway construction: $1,700,000 Estimated cost of new railroad crossing and signal system: $504,307 (based on 11/21/01 Canadian Pacific Railway estimate) The city's portion of new intersection and railroad crossing costs are to be paid from a TIF district 2-11 revenue bond. Project schedule: Based on 11/28/01 discussions with CP Railway, utility companies and Hennepin County personnel the project schedule is revised as follows: Project Advertisement: March, 2002 Contract Award: June, 2002 Construction: July, 2002 - November, 2003 . Council Report 2001-194 Page 3 2002 construction would include: traffic shift to north side of existing roadway, utility construction (gas main replacementslrelocations, new water main, new storm sewer), construct new south side (eastbound lanes). Four lane roadway would be restored for 2002/2003 winter exclusion period. 2003 construction would include: construct new north side (westbound lanes), complete new intersection work and new Jackson Avenue roadway north of Excelsior Blvd, restoration and landscaping. . . fQ IB \l3 c:: n (T\ r ~ '" !<l s; ;;z ~ ~ !G n :I: 8 '" N ~ ~ Z -..j P """ ~ ~" ~" ~~\'I'" __.__..j ", "~ ':'> C' \j: i'" , -- " .. 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VI N , 2 0 I - VI ~ ~ E1 ~.~~ ~~ (/1 ~ I ("). l/) ~~~ ~~ ~ .:N II'f1i b .jl.1J1 j ~ ~ ,..... j;i' r-~~"i A: ~ ~';i ki 2 iil.., (') ""~8 ::1 gK:~ 0 2: , .!:l @ ~gS -<",~ (/) . ~ P l(l cu l~ r )> A:' n, s:: )> r r ~ b .,...jl. ~. :z,. r A: (I) .n, g I P, o . 2: ~a @ i!2 ~. i:~i n . ~ ~ ~ co, 5: A: r'1 ~ )> r r ~g ~ ,~:c1 ~!ei ~ ~,,~ B~'"i i~~1 V>lil~~ fM~lil , J!S. -Ii; .0 i~ /" r 1 /" ~ ~ r ?\ (/) m . g P@ ,~., ~,. ~ at f~ ~ @ 19 ~ .' . . ~ 3 ~ ~i : f ~ )>.... I: A: ~ . . ~ n, I . ~ ~. ; ~ .:0 . (/) , ~~ ~6f ~imm . i . M . :,,, ~ l~c1 ~ Ii! .~ .r r (/) /.; ;e fflN p ~~ &"'19 "ii m ,..~ ~ ~Ii r<@0 %.. r- ~ gl4i ~ Z N -< a I: ",i !f ~rE gb ~ ...~ " > Q i !1i II; 11 ;! nlfl < 6~ ~ . jEi M ) i g~ "i . ~ 1 ~ ,@B ""~ . . ~ \ ~J~ I~"g InS;l//J 2~~.> ~ Ii a~ ~~. gfS ~~ ~l;m ~E~ ~ ~ ~~ ~g f .~ ctJ ~ 1J r :z,. :z :::J Z G) )> ::0 n, )> JSH' Page2 of 4 E'NGINEER1S ESTIMATE . C.s.A.H. NO.3 (HOPKINS) HENNEPIN COUNTY PROJECT 9221 S.A.P.27-603-29 (SEE TAB FOR NOTES) Une NOTES ITEM NO. Number 77 78 79 80 81 82 83 84 85 . 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101. 102 103 104 105 106 107 .108 109 110 111 112 113 114 115 116.... 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 .133 134 135 136 137 138 139 140 141 142 143 144' 145 146 .147 ~48 49 150 I 151 I 152 . 1(301146 (371 (15\ 341 2501.561 /351. 2501.573 141 161 2502.541 2502.601 2503.541 2503.541 2503.541 2503.541 2503.541 2503.541 2503.541 2503.541 .. (41 142 (43 2504.501 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602 2504.602. 2504.603 2504.603 2504.603 2504.603, 2504.603 2504.603 2504.603 2504.604 2504.607 2504.608 2506.501 2506.501 2506.501 2506.501 2506.501 2506.501 2506.501 2506.503 2506.516 2506.521 - 2506.522 2506.603 2511.501 2511.511 2521.501 2521.501 2521.511 2521.604 46\ 2531.501 2531.501 2531.507 2531.602 2533.603 2533;603 (11 34 34 34 34 2540.602 2540.602 2540.603 2540.604 2545.602 'ENGINEERS ESTIMATE TRANSPORT 90153 06014 07040 02920 90122 90152 90182 90212 90242 90272 90302 90362 00013 00006 00014 00016 00020 00405 00410 00415 00420 00804 00806 00808 ." 01144 03075 03100 03150 03200 04990, 00707 ' 00710 00715 00720 01062 01157 01158 00100 00011 00020 00060 00070 02720 03020 .. 03320 03620 03920 00010 00010 00010 00011 00080 00013 00010 00040 00060 00040 00140 02310 02320 00080 00100 00040 ,00050 00046 00445 00330 00090 '00128 ITEM DESCRIPTION 375 mm RC PIPE CULVERT DESIGN 3006 CL III INSTALL FLAP GATE 1 OOmm TP CORR PERF PIPE DRAIN IRRIGATION SYSTEM PROVISION 300 mm RC PIPE SEWER DESIGN 3006 375 mm RC PIPE SEWER DESIGN 3006 450 mm RC PIPE SEWER DESIGN 3006 525 mm RC PIPE SEWER DESIGN 3006' 600 mm RC PIPE SEWER DESIGN 3006 675 mm RC PIPE SEWER DESIGN 3006 750 mm RC PIPE SEWER DESIGN 3006 900 mm RC PIPE SEWER DESIGN 3006 REMOVE WATERMAIN DISCONNECT EXISTING WATER MAIN CONNECT TO EXISTING WATER SERVICE CUT INTO EXISTING WATERMAIN HYDRANT 19 mm CORPORATION STOP 25 mm CORPORATION STOP 38 mm CORPORATION STOP 50 mm CORPORATION STOP 100 mm GATE VALVE AND BOX '150 mm GATE VALVE AND BOX 200 mm GATE VALVE AND BOX 200 mm X 200 mm WETT AP 19 mm CURB STOP AND BOX 25 mm CURB STOP AND BOX 38 mm CURB STOP AND BOX 50 mm CURB STOP AND BOX 50 mm IRRIGATION SERVICE 19 mm TYPE K COPPER PIPE . 25 mm TYPE K COPPER PIPE 3B mm TYPE K OOPPER PIPE 50 mm TYPE K COPPER PIPE ' 150 mm WATER MAIN DUCTILE IRON CL52 100 mm WATERMAIN DUCTILE IRON CL52 200 mm WATER MAIN DUCTILE IRONCL50 ' 100 mm INSULATION CRUSHED ROCK ' DUCTILE IRON FITTINGS CONSTRUCT DRAINAGE STRUCTURE DESIGN F CONSTRUCT ORAINAGE STRUCTURE DESIGN G . CONSTRUCT DRAINAGE STRUCTURE DES 1350 mm 4020 CONSTRUCT DRAINAGE STRUCTURE DES 1500 mm 4020 'CONSTRUCT DRAINAGE STRUCTURE DES 1650 mm 4020 CONSTRUCT DRAINAGE STRUCTURE DES 1800 mm 4020 CONSTRUCT DRAINAGE STRUCTURE DES 1950 mm 4020 RECONSTRUCT DRAINAGE STRUCTURE CASTING ASSEMBLY INSTALL CASTINGS ADJUST FRAME & RING CASTING RECONSTRUCT SANITARY MANHOLES -c- RANDOM RIPRAP CLASS III GRANULAR FILTER , 100 mmCONCRETE WALK 150 mm CONCRETE WALK 100 mm BITUMINOUS WALK 100 mm CONCRETE WALK SPECIAL CONCRETE CURB & GUTTER DESIGN B618 CONCRETE CURB & GUTTER DESIGN B624 200 mm CONCRETE DRIVEWAY PAVEMENT CONCRETE MEDIAN NOSE RELOCATE CONCRETE MEDIAN BARRIER CONCRETE MEDIAN BARRIER DESIGN 8337 , BOLLARD PRECAST CONCRETE COMMUNITY MARKER LANDSCAPE EDGER CONCRETE PAVERS RELOCATE CABINET CSAH 3 Engineers Estimate2bmi.xls UNIT m EACH , m LUMP SUM m m m m m m. m / m m, EACH EACH ' EACH EACH EACH EACH EACH. EACH EACH EACH EACH EACH EACH EACH EACH EACH ' EACH m m m m m m m m2 m3 'ko m' , m m in m m m m EACH EACH EACH m m3 m3 m2 m2 m2 ri12 , m m m2 EACH m m EACH EACH m m2 EACH 5% 100.00% Mobilization = Printed: 9/26/01 $241,00000 ESTIMATED UNIT COST EXTENDED COST 1,170.00 330.00 ESTIMATED QUANTITY 13 $ 1 $ 2.400 $ 1 $ 1,030 $ 180 $ 41 $ 40 $ , 58 $ 52 $ 16 $ 120 $ 34 $ 8 $ 13 $ 12 $ 6 $ 5 $ , 2 $ 1 $ 6 $ 1 $ 14 $ 11 $ 1 $ 4 $ 2 $ 1 $ 3 $ '3 $ 16 $ 8 $ 4 $ 49 $ 277.5 $ 4 $ 664 $ 39 $ 50 $ 2.931 $ 30.0 $ 90.0 $ 3.00 $ 5.00 $ 5.40 " $ 13.00$ 6.00 $ 6 $ 102 $ 8 $ 30 $ 5 $ 10 $ 5 $ 43 $ 20 $ 2,690 $ 2.654.0 $ 979 $ 5.766 $ 774 $ 25' $ 100 $ ,363 $ 67 $ 1 $ 904 $ 2.282 $ 1 $ 90.00 $ 330.00 $ 10.00 $ 92.400.00 $ 80.00 $ 85.00 $ 90.00 $ 100.00 $ 120.00 $ 125.00 $ 150.00 $ 190.00 $ , 10.00 $ 220.00 $ 350.00 $ 600.00$ 2,200.00 $ 100.00 $ 125.00 $ 150.00' $ 250.00 $ 600.00 $ 700.00 $ 1.000.00 $ 2,500.00 $ 150.00 $' 175.00 $ 200.00 $ 250.00 $ 500.00 $ 72.00 $ 75.00 $ 82.00 $ 92.00 $ 85.00 $ 79.00 $ 92.00 $ 43.00 $ 226.00' $ 5.00 $ 600.00 $ 725.00 S 1.000.00 $ 1,125.00 $ 1,250.00 $ 1,350.00 $ 1,500.00 $ 500.00 $ 400.00 $ 250.00 $ 275.00 $ 600.00 $ 50.00 $ 50.00 $ 25.00 $ 35.00 $ 10.50 $ 25.00 $ 33.00 $ 35.00 $ 65.00 $ , 400.00 $ 14.00 $ 40.00 $ 450.00$ 13.900.00 $ 16.00 $ 60.00 $ 4.000.00 $ 24,000.00 ~ 92,400.00 *' 82,400.00 15,300:00 3,690.00 4,000.00 6.960.00 6,500.00 , 2.400.00 22,800.00 340.00 1 760.00 4,550.00 7,200.00 13,200.00 500.00 250.00 150.00 1,500.00 600.00 9,800.00 11,000.00 2,500.00 800.00 350.00 200.00 750.00 1,500.00 1,152.00 . 600.00. 328.00 4.508,00 23,587.50 316.00 61,088.00 1,677.00 11,300.00 14.655.00 18,000.00 65.250.00 3.000.00 5.625,00 6.750.00 17.550.00 9.000.00 3.000.00 40.800.00 , 2,000.00 8.250.00 3.000.00 500.00 250.00 1.075.00 700.00 28,245.00 66,350.00' , 32.307.00 202.510.00 50.310.00 10,000.00 1,400.00 14.520.00 30.150.00 13.900.00 14.464.00 136.920.00 4.000.00 * .~' . '--:;,r -, *'-- Checked by; ~ JSH ' Page 1 of4 Printed: 9/26/01 ENGINEER1S ESTIMATE . C.S.A.H. NO.3 (HOPKINS) HENNEPIN COUNTY PROJECT 9227 S.A.P.27-603-29 100.00% ~v 1f ". oJi (SEE TAB FOR NOTES\ 5% Mobilization = $241,000.00 t 1?" line NOTES ITEM NO. TRANSPORT ITEM DESCRIPTION UNIT ESTIMATED &}A~ Number ESTIMATED UNIT COST EXTENDED COST )(? QUANTITY , , h 1 2021.501 00010 MOBILIZATION LUMP SUM 1 $ 181.000.00 $ 181.000.00 /-,0 2 2031.501 00040 FIELD OFFICE TYPE D EACH 1 $ 8.000.00 $ 8.000.00 3 2031.503 00040 FIELD LABORATORY TYPE D EACH 1 $ 4.000.00 $ 4,000.00 4 . 5 /21 2101.511 00010 CLEARING AND GRUBBING LUMP SUM 1 $ 10,000.00 $ 10,000;00 6 2102.501 00010 PAVEMENT MARKING REMOVAL m2 ' 100 $ 20.00 $ 2.000.00 7 111 2102.502 00010 PAVEMENT MARKING REMOVAL m , 3.000 $ 1.60 $ 4.800.00 a 19\ 2104.501 ' 00012 REMOVE METAL CULVERT m 13 $ 30.00 $ 390.00 9 2104.501 00016 REMOVE METAL SEWER PIPE STORMI m 7 $ 35.00 $ 245.00 10 2104.501 00022 REMOVE CURB AND GUTTER IPI m 4,764 $ , 9.00 $ 42 876.00, 11 2104.501 00023 REMOVE BITUMINOUS CURB m 276 $ 4.00 $ 1.104.00 12 2104.501 00024 REMOVE CONCRETE CURB P m 291 $ 5.00 $ 1,455.00 13 131 2104.501 00032 REMOVE WOOD RETAINING WALL P m 70 $ 30.00 $ 2.100.00 '14' 2104:503 00021 REMOVE CONCRETE WALK P m2 3.323 $ 5.00 $ 16,615.00 15 18\ 2104.503 00024 REMOVE CONCRETE DRIVEWAY PAVEMENT P m2 , 1.549 $ 6.50 $ 10,068.50 16 1171 2104.503 00100 REMOVE PAVEMENT m2 25677- $ 7.00 $ 179.739.00 17 15\ 2104.503 00121 REMOVE BITUMINOUS PAVEMENT PI m2 lE1,338 $ 6.00 $ 98.028:00 18 HI 2104.509 00180 REMOVE MARKER " EACH 3 $ 50.00 $ 150.00 20 2104.509, 00100 REMOVE MANHOLE OR CATCH BASIN ,EACH 30 $ 300.00 $ 9.000.00 21 2104.509 00105 REMOVE CASTING EACH 6 $ 104.00 $ 624.00 22 39\ 2104.509 00108 REMOVE GATE VALVE AND BOX EACH 20 $ 100.00 $ 2.000.00 23 40\ 2104.509 00109 REMOVE CURB STOP AND BOX ~ EACH 19 $ 50.00 $ 950.00 24 2104.509 00124 REMOVE WOOD POLE EACH 1 $ 150.00 $' 150.00 25 , . 26 2104.511 00011 SAWING CONCRETE PAVEMENT (FULL DEPTH\ P m 41 $ 20.00 $ 820.00 27 2104.513 00010 SAWING BITUMINOUS PAVEMENT P m 402 $ 8.00 $ 3.216.00 28 2104.513 00011 SAWING BITUMINOUS PAVEMENT (FULL DEPTH P m 727 $ 10.00 $ 7.270.00 29 . 30 ' (361 2104.523 00112 SALVAGE FLAP GATE EACH 1 $ 100.00 $ 100:00 .31 133\ 2104.523 ,00419 SALVAGE LIGHT STANDARD & LUMINAIRE EACH 39 $ 110.00 $ 4,290.00 32 2104.523 00543 SALVAGE SIGN TYPE C EACH 73 $ 14.00 $ 1.022.00 33 2104.602 00225" REMOVE 1200 mm WATER VALVE MANHOLE EACH 2 $ 300.00 $ 600.00 34 2104.603 00010 ABANDON STORM SEWER m 528 $ 35.00 $ 18.480.00 35 2104.604 00013 SALVAGE MODULAR BLOCK WALL m2 7.5 $ , 13.40 $ 100.50 36 . 37 m(8 2105.501 00010 COMMON EXCAVATION IP\ m3 32.700 $ 4.85 $ 158,595.00 38 1 2105.507 00010 SUBGRADE EXCAVATION m3 7,750 $ 6.25 $ , ,46.437.50 39 21 2105.522 00035 SELECT GRANULAR BORROW cvr iPI m3 17.000 $ 10:00 $ 170.000.00 40 22 2105.525 00010 TOPSOIL BORROW (LVI m3 1.600 $ 11.00 $ 19;800.00 41 48 2105.607 00025 EXCAVATION SPECIAL, m3 130 $ 50.00 $ 6.500.00 42, 1 2112.501' .. 00010 SUBGRADE PREPARATION , m 2.030 $ 6.00 $ 12.180.00 43 - 44 1\19\ 2123.610 00045 STREET SWE'EPER /WITH PICKUP BROOMI HOUR 110 $ 85.00 $ , ' '9,350.00 45 11/9\ 2130.501 00010 WATER m3 800 $ 5.50 ',$ 4,400.00 46 1119\ 2131.502 00010 CALCIUM CHLORIDE SOLUTION m3 30 $ 175.00 $ 5,250.00 47 2140.523 00020 SALVAGE HYDRANT 'EACH 6' '$ 250.00 $ 1,500.00 48 , . 49 23\ 2211.503 00050 AGGREGATE BASE CLASS 5 ICV P m3 8.228 $ 20.00 $ 164,560.00 50 2232:501 00010 MILL BITUMINOUS SURFACE m2 313 $ 2.50 $ 782.50 51 . 52 (121, 2301.501 00010 CONCRETE PAVEMENT 230 mm m2 264 $ 90.00 $ 22,860.00 53 113\ 2301.503 00174 CONCRETE PAVEMENT 150mm IIRR WIDTH m2 317 $ 50.00 $ 15,850.00 64 55 1 2231.501 ' 00010 BITUMINOUS PATCHING MIXTURE t , 5 $ 60.00 $ 300.00 56 10 2331.518 00038 TYPE 31 BIT MIXTURE FOR PATCHING I 258 $ 80.00 $ 20 640.00 57 10 2331.518 00048 TYPE 41 BIT MIXTURE FOR PATCHING I 258 $ 100.00 $ 25.800.00 58 11 2331.603 00050 SAWED J SEALED JOINTS m 2,570 $ 5.00 $ 12,850.00 59 1 2331.603 00053 SEASONAl-SAWCUT m 2.570 $ , 3.00 $ 7,710.00 , 60 - 61 25 2350.609 01130 TYPE HV 3 WEARING COURSE MIXTURE I 4,617 $ 38.00 $ 175,446.00 62. 25 2350.609 01230 TYPE HV3 NON WEARING COURSE MIXTURE I 4.617 $ 36.00 $ 166.212.00 53 26 2350.609 01430 TYPE MV 3 NON WEARING COURSE MIXTURE t 14314 $ 34.00 $ 486.676.00 64 24 2350.609 01530 TYPE LV 3 WEARING COURSE MIXTURE I 274 $ 28.00 $ 7,672.00 65 2357.502 00010 BITUMINOUS MATERIAL FOR TACKCOAT L 25,396 $ 0.35 $. 8,888.60 , 66 . . 67 34\ 2411.507 00008 CONCRETE FOOTING EACH 101 $ 180.00 $ 18,180.00 68 2411.603 00001 CONCRETE RETAINING WALL TYPE 1 m 95 $ 52:00 $ 4,940:00 69 2411.604 00009 CONCRETE WALL " m2 220.1 $ '325.00 $ 71,532.50 70 (271 2411.604 00011 INSTALL MODULAR BLOCK WALL m2 7.5 $ 226.00 $ 1,695.00 .71 - 72 1261(35 2501.511 20120 300 mm CS PIPE CULVERT' m , 15 $ 50.00 $ 750.00 73 28 2501.515 01912 300 mm CS PIPE APRON EACH 1 $ 200.00 ' $ 200.00 74 4 2501.515 90110 300 mm RC PIPE APRON EACH 1 $ 400.00. S 400.00 I 75 4 2501.515 90150 ' '375 mmRC PIPE APRON EACH 1 $. 425.00 $. 425.00 I 76 2501.561 90123 300 mm RC PIPE CULVERT DESIGN,;;006 CL III m 17 $ 85.00 $ 1.445.00 ENGINEERS ESTIMATE CSAH 3 Engineers Eslimate2bmi.xls ' Checked by:_ JSH Page 3 of 4 Printed: 9/26/01 ENGINEER1S ESTIMATE C.S.A.H..NO.3 (HOPKINS) HENNEPIN COUNTY PROJECT 9227 S.A.P.27-603-29 . 100.00% (SEE TAB FOR NOTES) 5% Mobilization - $241 000 00 - Line NOTES ITEM NO. TRANSPORT rrEM DESCRIPTION UNIT ESTIMATED Number ESTIMATED UNrr COST , QUANTITY EXTENDED COST 153 2554.509 00030 CULVERT MARKER EACH 3- $ 50.00 $ 150.00 154 1\ 2554.602 00005 IMPACT ATTENUATOR BARRELS EACH 9 $ 200.00 $ 1 800.00 155 441 2554.615 00009 IMPACT ATTENUATOR AMBY 1 $ 25.000.00 $ 25.000.00 .156 34) 2557.603 00035 WOODEN FENCE m 289 $ 145.00 $ 41.905.00 I~ 157 - 158 2563.601 00011 TRAFFIC CONTROL STAGE 1 LUMP SUM 1 $ 84.000.00 $ 117,600.00 159 2563.601 00012 TRAFFIC CONTROL STAGE 2 LUMP SUM 1 $ 70,000.00 $ .. 98,000.00 160 2563.601 00300 TRAFFIC CONTROL STAGE lA LUMP SUM 1 $ 56,000.00 $ 78,400.00 161 /1\ 2563.602 00028 MEDIAN BARRIER DEUNEATOR EACH 42 5 $ 210.00 162 2563.602 00098 TUBE DELINEATOR EACH 240 $ 1.15 $ 276.00 163 1 2563.613 00003 TYPE III BARRICADE , UNrr DAY 140 $ 2.50 $ 350.00 184 1 2563.613 00005 TYPE I BARRICADE WI STEADY BURN LIGHT UNrr DAY 140 $ 0.85 $ 119.00 165 1 2563.613 00010 FLASHER TYPE AlLOW INTENSITY! UNrrDAY 140 $ 0.50 $ 70.00 166 1 2563.613 00021 FLASHER TYPE a HIGH INTENSITYl UNrrDAY 140 $ 1.75 $ 245.00 167 1 2563.613 00031 FLASHER TYPE C STEADY BURN! UNrr DAY 140 $ 0.85 $ 119.00 168 1 2563.613 00504 REFLECTORIZED PLASTIC SAFETY DRUM UNrr DAY 140 $ 0.85 $' 119.00 169, 1 2563.613 00505 REFLECTORIZED PLASTIC SAFETY DRUM WI DOWN ARROW UNrr DAY 140 $ 1.10 $ 154.00 170 1 2563.613 01100 PORTABLE CHANGEABLE MESSAGE SiGN UNIT DA V' 42 $ 100.00 $ 4.200.00 171 1 2563.613 01441 1.2m X 1.2 m STANDARD SIGN WI SUPPORT UNIT DAY 140 $ 2.00 $ 280.00 172 . - 173. 2564.537 00013 INSTALL SIGN PANEL TYPE C EACH 102 $ 40.00 $ 4,080.00 174 2564.602 00603 FURNISH AND INSTALL SIGN PANEL'TYPE C --,- EACH 130 $ 250.00 $ 32,500.00 175 32 2564.602 04201 PAVEMENT MESSAGE LT ARROW - PAINT EACH 30 $ 46.00 $ 1,380.00 " 176 32 2564.602 04202 PAVEMENT MESSAGE RT ARROWI- PAINT EACH 6 $ 46.00 '$ 276.00 . 177 32 2564.602 04203 PAVEMENT MESSAG.E ONL V\ - PAINT EACH '23 $ 90.00 $ 2,070.00 178 32 2564.602 04206 PAVEMENT MESSA~E RR CROSSING - PAINT EACH 2 $ 90.00 $ 180.00 179 32 2564.602 04209 PAVEMENT MESSAGE rTHRU ARROw) - PAINT EACH 12 $ 46.00 $ 552.00 160 2564.602 05100 PAVEMENT MESSAGE ONL VI - POLY PREFORMED P EACH. 23 $ 350.00 $ 8,050.00 181 2564.602 05101 PAVEMENT MESSAGE LT ARROW\ - POLY PREFORMED P EACH 35 $ 250.00 $ 8,750.00 182' 2564.602 05102 PAVEMENT MESSAGE RT ARROw)- POLY PREFORMED P EACH 6 $ 250.00 $ 1,500.00 183 2564.602 05103 PAVEMENT MESSAGE 'TI-lRU ARROW - POLY PREFORMED P EACH 12 $ 250.00 $ 3,000.00 184 2564.602 05114. PAVEMENT MESSAGE RR CROSSING - POLY PREFORMED P EACH 2 $ 250.00 $ 500.00 185 32 2564.603 11100 100 mm SOLID LIND WHITE - PAINT m 1,500 $ 1.00 $ 1,500:00 186 32 2564.603 12100 100 mm BROKEN LINE WHITE - PAINT m 2,900 $ 0.45 $ 1;305.00 187 32 2564.603 13100 100 mm SOLID LINE YELLOW - PAINT m 520 $ 0.30 $ 156.00 188 32 2564.603 14100 100 mm BROKEN LINE YELLOW - PAINT m 520 $ 0.25 $ 130.00 189 32 .2564.603 11610 600 mm STOP LINE WHITE - PAINT m 140 $ 12.50 $ 1,750.00 190 32 2564.603 13108 100 mm DOUBLE SOLID LINE YELLOW - PAINT m 300 $ 0.60 $ 180.00 191 2564.603 21100 100 mm SOLID LINE WHITE - POLY PREFORMED P m 1,500 $ 11.25 $ 16,875.00 '192 2564.603 21610 600 mm STOP LINE WHITE - POLY PREFORMED ~ P m 140 $ 50.00 $ 7,000.00 193 2564.603 22100, , 100 mm BROKEN LINE WHITE - POLY PREFORMED P m 2.900 $ 11.25 $ 32,625.00 ,194 2564.603 33100;' i 100 mOl SOLID LINE YELLOW - EPOXY P m 520 $ 1.80 $ 936.00 195 2564.603 .33102 : 100 mm DOUBlE SOLID LINE YELLOW. EPOXY P 'm 420 $ 2.50 $ 1,050.00 196 -2564.603 34100 100 mm BROKEN LINE YELLOW - gPOXY P m 520 $ 1.80 $ 936.00 197 ,291 2564.604 ' 00011 . CONSTRUcTIoN SiGN SPECIAL m2 70 $ 240.00 $ 16,800.00 198 2564.604 00052 . ZEBRA CROSSWALK WHITE - POLY PREFORMED {PI m2 580 $ 90.00 $ 52,200.00 199 1321 - 251;4.604 0005!t ' ZEBRA CROSSWALK WHITE - PAINT m2 580 $ 25.00 $ 14.500~00 200 " , - 20,1 6\(4 2565.511 000lQ - FULL T ACTT CONTROL SIGNAL SYSTEM SIGS 2 $ 150,000.00 $ 300,000.00 202 2565.602 00~{)9; HANDHOLE -TYPE LD EACH 30 it 650.00 $ 19,500.00 203 ' 34\ 2565.602 00052' DECORATIVE PEDESTAL POLE AND BASE EACH 9 $ 2.300.00 $ 20.700.00 204 2565.603 02032 78 mm RIGID STEEL CONDUIT m 730$ 60.00 $ 43,800.00 205- , 2565.603 05620 SIC FIBER OPTIC CABLE - INTERCONNECT m 700 $ 15.00 $ 10.500.00 206 2565.616 00300 r TEMPORARY SIGNAL SYSTEM SYS 1 $ 40.000.00, $ 40,OOO~OO 207 - }* 208 34' 2511.501 , 05081} : CONIF!;ROUS TREE 2.5 M HT B&B TREE 11 '$ 350.00 $ 3,850.00 209 34 2571.502 06250 . OECIOI:.iOUSTf'!EE. eOmm CAt. B&S TREE 166 $ 350.00 $ 58,100.00 210 34 2571.503 . 06150 ORNAMENTAL TREE 40 mm CAL B&B 'TREE , 40 $ 280.00 $ 11 200.00 211 34 2571.504 04020 ' CONIFEROUS SHRUB 600 mm SPREAD CONT SHRB. 334' $ , 40.00 $ 13,360.00 212 34 2571_505 03002' DECIDUOUS SHRUB NO 2 CONT SHRB 1,947 $' 30.00 $ 58,410.00 213 34 2571.507 01100 PERENNIAL 100 mm CONT ' , PLT 6,000 $, 10.00 $ . eo,ooo.OO 214 - 215 1 2572.501 00010 TEMPORARY FENCE . , m 110 $ , 6.25 $ e87.50 216 31 2573.502 00010 SILT FENCE, TYPE HEAVY DUTY , m 1,200 $ 7.50 $ 9,000.00 217 1 2573.510 00010 RISER STANDPIPE EACH 5 $ 650.00 $ 3.250.00 218 1 2573.602 . 00010 TEMPORARY SEDIMENT TRAP , EACH 7 $ 1.350.00 $ 9,450.00 219 Prairie seedina , 220 2575.505 00030 SODDING TYPE LAWN -- m2 12,000 $ 2.25 $ 27,000.00 221 2575.505 00050 SODDING TYPE SALT RESISTANT m2 4.500 $ 2.35 $ 10,575.00 222 134 2575.513 00020 " MULCH MATERIAL TYPE AGGREGATE, " " m3 15 $ 24.00 $, 380.00 .223 2575.532 05052 COMMERCIAL FERTILIZER, ANALYSIS 10-10.10 kn 470 $ 0.60 $ 282.00 224 134\ 2575,607 00030 SELECT TOPSOIL BORROW m3 2.000 $ 20.00 $ 40.000.00 ~ 225 226 (1\ 2580:501 - 00010' - TEMpORARY LANE MARKING m 275 $ 1.50 $ 412.50 I 227- (1\ 2581.501 . 00010 REMOVABLE PERFORMED PLASTIC MARKING m 275 $ 3.00 $ 825.00 I 228 , , - .. ENGINEERS'ESTIMATg CSAH 3 Engineers Estimate2bmLxls Che,eked by: --'------' JSH Page4of4 Printed: 9/26/01 ENGINEER'S ESTIMATE . C.S.A.H. NO, 3 (HOPKINS) HENNEPIN COUNTY PROJECT 922'l S.A.P.27-603-29 100.00% (SEE TAB FOR NOTES\ 5% Mobilization = $241,000.00 Line NOTES ITEM NO. mANSPORT ITEM DESCRIPTION UNIT ESTIMATED ESTIMATED Number UNIT COST EXTENDED COST QUANTITY 229 . 230 . . 231 . 232 - 233 " - 234 . 235 - 236 eo , 237 '. - 238 . - $ 4.324.797.60 . . . $ 4,811,797.60 . I '100;00%1 '\ ) . . ENGINEERS ESTIMATE . CSAH3 Engineers ESlimate2bml'JdS Cheokedby: -'---- <: . . . Hennepin County Transportation Department -'~__H~'_"_____'__'H____._____._..__...___....__."._._. --r--H---.-H.--.-.._____...._..~..____..H____W____.:....._H_. 1600 Prairie Drive Medina,MN 55340-5421 763-745-7500, Phone 763-478-4000, FAX 763-478-4030, TDD www.co.hennepin.mn.us August 14,2001 Mr. Steve Stadler Director of Public Works City of Hopkins 11100 Excelsior Boulevard Hopkins, MN 55343 Re: County Project 9227;CSAH 3 Dear Mr. Stadler: The purpose of this letter is to inform you of the cost participation for proposed streetscape/landscape elements. There currently are two sources available to fund these elements: . 1. The County will participate for replacement only to the extend of State Aid participation and limited to one percent (1 %) of the total cost of the construction project excluding the construction north ofthe radius returns on Jackson Avenue and south of the radius returns on Milwaukee Street. Participation is limited to a two to one (2:1) replacement on trees. The County will participate in the landscaping of median areas and for irrigation system costs as described in the County Roadside Enhancement Partnership Program. 2. The Roadside Enhancement Partnership Program as described in the letter dated October 10,2000 (attached) for a maximum funding of $161 ,515. This letter describes specifically what is eligible for funding and is limited to 33% to a maximum of $200,000 per center lane mile. An example of the limited funding is $489,439 of eligible items with 33% participation equals $161,515. Additionally a credit is applied to the streets cape/landscape associated with medians and city owned street lighting relocation. It has been our practice to credit the value of what the County would typically propose as median treatment (75 mm walk) as participation towards a City proposed treatment. Likewise, a credit would be determined and limited to the estimated cost of relocating existing light standards. It is my understanding Xcel Energy is designing and installing new lighting on the corridor under a City contract. These credits would be in' addition to the funding described above~ If you have any questions, I invite you to contact meat 763-745-7652. Sincerely, +~J/uLr-- Guy K. Nowlan, P.E. Roadway Design Engineer . Attachment c: File 3/9227 B. Polaczyk An Equal Opportunity Employer Recycled Paper