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CR 2004-022 Street and Utility Improvements• February 17, 2003 Proposed Action Staff recommends the following motion: "Move that Council adopt Resolution 2004 -009, Resolution Approving Plans and Specifications, 2004 Street and Utility Improvements, City Project 03 -10, and Authorizing Advertisement for Bids. This action continues an assessable project for street upgrading. Overview At the December 2, 2003, meeting, the I- Iopkins City Council conducted a public hearing concerning street and utility improvements on 1 Street North from 17` Avenue N. to 21 Avenue N. Council authorized the project to proceed allowing the preparation of plans and specifications. A public informational meeting to discuss project issues was held on October 29, 2003. Bolton & Menk, Inc., has prepared the plans and staff now seeks final design approval and authorization to continue to the bidding phase of the project. 1110 Primary Issues to Consider Supporting Information • Scope of Improvements • Project Schedule • Estimated Costs and Funding • Project Plan Sheets • Engineer's Estimate • Resolution 2004 -009 John T'. Anderson P.E. Assistant City Engineer H OPKINS APPROVE FINAL PLANS AND ORDER BIDS 2004 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 03 -10 Council Report 2004 -022 Financial Impact: $ 653,756 Budgeted: YIN _ Yes Source: Special Assessments, PIR, and Utility funds Related Documents (CIP, ERP, etc.): CIP and Engr's Estimate Notes: • • Council Report 2004 -22 Page 2 Analysis of Issues • Scope of Improvements Roadways The street improvements include removal of the existing pavement, curb and gutter, and most concrete driveway and alley aprons. The existing soil below the pavement will be excavated to allow for placement of 6 inches of aggregate base. New concrete driveway and alley aprons will be constructed. A 2 inch base and 1 '/2 inch wear course of bituminous pavement will complete the roadway construction. Pavement striping including yellow skip on the centerline and crosswalks are planned. The elevation of the reconstnicted road will match very closely the existing elevation with the exception of two areas. The west side of the intersection at 18 Ave will be lowered approximately 8 to 12 inches. Because the grade will be changing around this intersection staff has met with each property owner adjacent to the intersection to insure there is a clear understanding of the proposed changes and to hear any special concerns. Utilities Storm sewer upgrades includes replacement of the entire storm sewer system from 18 Ave. to the outlet at the Shady Oak Pond. The existing undersized storm sewer will be replaced with a 36 inch diameter pipe to alleviate flooding problems in the area. Two large intake structures will be placed on the west side of the intersection of 18 Ave. N. and 1 St. N. to provide additional intake capacity. These structures are less likely to clog will leaves and will provide additional security against flooding in the intersection. Watermain improvements include adding valves and replacing hydrants at 18 19 and 20 Avenues N. Additionally watermain will be lowered at 19 Ave. N. to provide clearance for the new storm sewer pipe. Improvements to the sanitary sewer will include reconstruction of the manhole tops and replacement of any pipe disturbed by installation of the storm sewer. Landscaping Landscaping improvements planned along the l Street N. corridor consist of planting of trees to replace those removed because they are too close to the curb. • Project Schedule Bid opening Order assessment hearing Assessment hearing Award hid Construction March 24, 2004 April 6, 2004 May 4, 2004 June 1, 2004 June - September, 2003 Costs Street Storm sewer Sanitary and water Total Engineers Estimate $214,541.00 $229,576.80 $34,825.00 $478,942.80 Contingency (5 %) $10,727.05 $11,478.84 $1,741.25 $23,947.14 Overhead (30 %) $67,580.42 $72,316.69 $10,969.88 $150,866.98 Total project cost $292,848.47 $313,372.33 $47,536.13 $653,756.92 Feasibility study $334,961.43 $281,226.60 $31,927.00 $648,115.53 Difference - $42,112.97 $32,145.73 $15,609.13 $5,641.39 % Difference -12.6% 11.4% 48.9% 0.9% Funding Engineers estimate Feasibility study Change PIR $76,305,57 $118,418.53 - $42,112.97 Storm sewer $313,372.33 $281,226.60 $32,145.73 Sanitary/water $47,536.13 $31,927.50 $15,608.63 Special assessment $216,542.90 $216,542.90 $0.00 • Estimated Costs and Funding • d g • • Council Report 2004 -22 Page 3 The total estimated construction cost based on the engineer's estimate is $478,942. The construction cost was estimated to be $480,085 in the feasibility study. The feasibility study estimate includes a 10% contingency. The total project cost, based on the most current engineers estimate, is $653,756, this includes overhead (engineering /administration) costs at 30% and a 5% contingency. This estimated project cost is $5,641 more than the $648,115 that was estimated in the feasibility study. The following table details the calculations of these costs: The project will be funded through a number of sources utility funds, special assessments, and PIR. Based on the most current estimate the project funding breaks down as follows: • Recommendations Total $653,756.92 $648,115.53 $5,641.39 Staff recommends approving plans and specifications for the 2004 Street & Utility Improvements and authorizing advertisements for bids with adoption of resolution 2004 -009. EXISTING GOWN LINE ■ CRY LINTS SECTION LINE PRESENT RIGHT OF WAY LINE PROPERTY/LOTUNE PERPERDAL EASEMENT ZONING SETBACK LINE ▪ 0 ACCESS CONTROL UNE RAILROAD RIGHT OF WAY UNE I t f l t l i f l i RAILROAD WATER EDGE WATER CENTERLINE HIGHWATER UNE SWALE CENTERLINE - WETLAND BOUNDARY WETLAND/MARSH CURB R GUTTER CONCRETE EDGE BITUMINOUS EDGE GRAVEL EDGE - D - - -IF- FENCE CULVERT 0 DECIDUOUS TREE ▪ CONIFER TREE Q HEDGE TREE LINE TRAFFIC SIGN O MANHOLE CATCH BASIN SANITARY SEWER SANITARY FORCEMAIN STORM SEWER TILE UNE WATERMAN • HYDRANT VALVE CURB STOP • GAS POWER POLE • LIGHT POLE • PAD MOUNTED TRANSFORMER UE UNDERGROUND ELECTRIC OE OVERHEAD ELECTING • UTILITY PEDESTAL /CABINET UT UNDERGROUND TELEPHONE TV UNDERGROUND TV CABLE BENCHMARK ® 8 -3 SOIL BORING 8 SAN NP 4 FM NP 15 STM INN 4 VAN INN PROPOSED ALIGNMENT /CENTERLINE RIGHT OF 1 UNE TEMPORARY EASEMENT CONSTRUCTION LIMITS CURB & GUTTER BITUMINOUS EDGE CONCRETE EDGE GRAVEL EDGE SILT FENCE- PREASSEMBLED SILT FENCE -HEAVY DUTY EROSION PROTECTION AT INLET • MANHOLE ■ CATCH BASIN �• .� > SANITARY SEWER -R d FM N SANITARY FORCEMAIN ® SANITARY LIFT STATION 2 • -) STORM SEWER 4� PO, PERFORATED PPE DRAIN CULVERT W /APRON 4> HYDRANT , 0 WAIN , 02/12/04 h \fiopk \t1621 280,Ians ,2126011E dqn • VALVE CURBSTOP WATERMAW 1 PROJECT LOCATION ' 1ST STREET N. CITY OF HOPKINS CONSTRUCTION PLANS FOR 2004 STREET &UTILITY IMPROVEMENTS eL II II I- -1 MA- MAINBEET" ' C7 if D 9')-- EXCELSIOR BLVD. - r o e i f _I J I ( tfl N_ iI 1 MAP OF THE CITY OF HOPKINS, MN HENNEPIN COUNTY, MN (NOT TO SCALE) E3O1.TCN CONSULTING ENGINEERS & SURVEYORS MANKATO. MN FAIRMONT. MN SLEEPY EYE, MN WILLMAR, MN BURNSVILLE MN CHASKA. MN AMES. IA LJBERTY, MO 3 F E0 I— EXISTING CONDITIONS & REMOVAL PLANS 7 STA 100 +00 TO 109 +00 8 STA 109 +00 TO 113 +00 STREET & STORM SEWER PLAN AND PROFILES 9 INTERSECTION DETAILS & STA/OFFSET TABLES 10 STA 101+85 TO 106 +00 11 STA 106 +00 TO 112 +00 12 STA 112 +00 TO 113+00 CROSS SECTIONS STORM SEWER AND STREET RECONSTRUCTION SHEET INDEX SHEET NO. 1 TITLE SHEET 2 STORM SEWER TABLE STANDARD CONSTRUCTION DETAILS 3 TYPICAL SECTION & DETAILS, 4 -6 DETAILS - §stavor 13 -25 CROSS SECTIONS RESOURCE LIST CITY OF HOPKINS City Hall 1010 105 ST HOPKINS, MN 55343 -7573 952 - 935 -8474 PUBLIC WORKS DIRECTOR MR. STEVE STAINER. P E. CITY ENGINEER MR. JOHN ANDERSON. P E. CONSULTING ENGINEER Bolton & Men'. Inc. 1515 E. HWY 13 BURNSVILLE, 1.44 55337 -6857 952- 890 -0509 PROJECT MANAGER MR. MARCUS A. THOMAS, P.E. MARCUS A. THOMAS, P.E. INFORWMON FEB., 2004 Mania MINNEGASCO /RECANT ENERGY 7 LINDEN AVE. W MR CH PILON MN 55440 612 - 321 -5426 QWEST COMMUNICATIONS 6244 CEDAR AVE. S. RICHFIELD. MN 55423 MR. MIKE JOHNSON 612- 881 -8133 SPRINT 849 EARL ST. SAINT PAUL. MN 55106 MR. DAN HILLARD 651- 772 -6700 TIME WARNER CAS 10210 CROSSTOWN CIRCLE EDEN PRAIRIE, MN 55344 MR. MICHAEL LAUGHLIN 612- 287 -3632 XCEL ENERGY 8701 MONTICELLO LANE MAPLE GROVE. MN 55369 MR. PAUL JUBERT 763 - 493 -1558 NOTE: EXISTING UTIUTY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY GOPHER STATE ONE -CALL 1- 800 - 252 -1166 OR 612- 454 -0002. 1 HEREBY CERTIFY THAT THIS PLAN.SPEaRCATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA REG. N0. 26499 DATE. REVIEWED 6 APPROVED GATE: PUDIJC WORKS DIRECTOR CITY OF HOPKINS, MINNESOTA 2004 STREET & UTIUTY IMPROVEMENTS TITLE SHEET S T O R M S E W FR TA S UL A T /ON 4 DESIGN TA B L E STREET STRUCTURE NO. STATION (3) LOCATION (3) TYPE STRUCTURE DENIM CASTING ASSEMBLY (41,(5) STORi5E111EII DRAMS TO NOTES ;da 15 in CL dQ 1$h CLV M ;da iffa gig 54 In 1024 (NT) HE S o g I HE, aS� 5-0057 (EA) 5,10175 (EA) 5. 1733.1 (E A) R-1733 (EA) STffi1CTUAE N0. INVERT ELEVATION 1ST ST.It ! 110.34 II T LT CS 1 i 02!41 02441 32 2 130 92!00 1ST SL N. 2 110.25 1SrRT CB 145 1 021.31 47389 51 7 a55 92151 15111 AVE iL 3 110.18! 35 9 LT CO 40 5 1 !127 92320 36 4 050 07311 1 a tTi0N4�, BIY 1!156 NW 18T HAVE N. 4 100+50.5 33.4' LT CB 422 1 07.14 9230 40 7 050 001.92 MOHAVE. IL 5 110085 31YRT CB 125 1 OM 11230 34 0 050 923.51 151HAVEiL 5 101.741 355RT CB 331 1 021113 073.42 31 7 060 02311 1ST ST. N. 7 100.77 5 RT 15I 4.2 1 427.35 52100 0 10 0.00 022.90 1ST ST.a 0 100513 16.TRT co 135 5055 woo 10 10 ILO 973.0 W 1ST BT. it 0 100. is CB 323 025.15 021 22 i5 150 02.50 1A 1STSTA 10 109.55 C RT 50 433 1 02726 92292 130 11 050 411.60 1ST ST. 11 11 105.26 MH 050 1 020.36 200 157 15 000 971.8! 1 E 12' RCP, 111424.17N 141HAVEiL 12 1052 543 334. RI CB 1110 1 00.10 720 34 13 1.00 133.88 10HNAV .IL 13 105.359 352 RI C8 420 1 03095 02.71 31 if 450 025.52 15THAVEN 14 106.781 ISELT CB SW i 43158 WA 55 15 110 078.78 10THAVEN. 15 101.40.7 CB 470 1 03144 12185 40 13 555 101.85 1ST ST.N. 15 105.3/ 101 O35 1 53197 90111 150 17 020 821.4/ 1S0ST.i. 17 101M5 RH 1110 1 53325 02 145 170 tP 025 920.44 1 E5.1TREP.NYi021.75 1ST ST. i N. 1/ 100.41 151 RT 28 12 1 93113 02753 10 10 205 BUM 1ST ST. N. 19 100245 581 NH 21.6 1 572.01 12114 51 24 055 970.16 207HAVEN 22 105235. 305.7 70 110 1 9314 022 65 31 21 300 07150 WHAM N. 21 103.022 3! 1 LT CB ILO 1 MIMI MAI 45 21 410 /1152 2011AVEN. 21 103+20A 30.4 190 1 03051 00701 23 2.00 025.33 79MAVEN. 23 102.080 315 RI 411 1 03110 .123 24 806 414 1ST ST N. 14 104005 587 523 10 67 1 93872 42115 151 15 010 111.30 1ST ST. N 25 101 +35 ISTRT CB 113 1 12394 92055 15 20 1.00 520.70 1ST ST. a 25 101+47 581 100 1 02496 01930 n 27 1.4 11115 1ST 3T. N. 27 101+36 16..17 40 1 42.0 91111 15.3 059 919.0 1ST ST. N. FEB 101.29 4T LT 1 ' WA 01100 MB TO NOME 9 21.49 405 402 18.35 1024 2114 578 2 1 1B 1 2 362 98 32 15 51 3 • • NOTES: 11) TOP OF CASTING ELEVATIONS FOR R -3067 CASTINGS • 0.1' BELOW ROME OF GUIIiR. TOP OF CASTING FOR MANHOLE'S =0.05 MOWS/SEINED PAVEMENT. 12) TOP OF CASTING IS ACTUALLY TOP OF STRUCTURE. (3) STATIONS & LOCATIONS ARE TO BACK CENTER OF CATCH BASINS, AND CENTER OF MANHOLES. ( R-1733 SHAM HAVE A SOLID LW, ONE CENTER PICK-HOLE, MID BE LETTERED'SiORM suer (5) OWNER MAY REDUCE NUMBER OF NEW CASTING ASS6NBLIES, DEPENDING ON DIISTINO COiDITIONS dweku Or/T22: AM h: hopk \t1621260\pIons \212601181v8.dgn 20 0 20 SCALE FEET 1 xElEer CERi1FT tRAI tHTS PL AN. SPECI►ICATIDN. OR REPOIi / PREPARED 9Y NE «, URGER Y'f DIRECT SUPERVISION ANC iHAi 7 AN A 010.7 LICENSED PROFESSIONAL ENGINEER UNDER THE LA15 # THE STATE � YTNlESOTA. MARCUS A. THOMAS, P.E. M1 eW. 26199 /ATE MIMED AGN met DPK MAT /11\ ®=L-TON 8- MEN K, INC CONSULTING ENGINEERS le SURVEYORS WM., we PAIRIE, NH SIFEPT EYE. me mu., wi BURNSVILLE, NH MSG, YM APES, IA LIDERTT. NO 1M, Olt CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS STORM SEWER TABULATIONS SHEET 2 OF 25 • daveku 12/26111 AM 02/(2/04 h•Nhopk \(1621260 \plans,212600TLI.don CONSTRUCTION NOTES: 1. ALL DISTURBED BOULEVARD AREAS TO BE RESTORED WITH 8' OF TOPSOIL AND SOD. 2. BITUMINOUS REMOVALS AND PATCHING AROUND MANHOLE AND VALVE ADJUSTMENTS ARE INCIDENTAL TO THE STRUCTURE ADJUSTMENT. 3. CURB RADA ARE 16' TO FACE OF CURB UNLESS DIRECTED OTHERWISE 4. GATE VALVE RIMS ARE 0.05' BELOW ADJACENT PAVEMENT. 6. CATCH BASIN RIMS ARE 0.10' BELOW FLOWUNE 6. MANHOLE RIMS ARE 0.05' BELOW ADJACENT PAVEMENT. 7. MODIFY BOULEVARD GRADING AS NECESSARY TO PROTECT EXISTING TREES AND LANDSCAPE. 8. THE ENGINEER MAY ADJUST FINAL CURB GRADES IN THE FIELD DURING CONSTRUCTION. A. OWNER MAY SWAP EXISTING CASTINGS WITH NEW CASTINGS. IN THESE CASES, THE CONTRACTOR SHALL BE COMPENSATED FORA CASTING ADJUSTMENT. 10. ALL CURB RADII ON SOUTH SIDE OF 1ST STREET NORTH TO INCLUDE 19'(8'44") CURB CUTS FOR FUTURE PED RAMPS. EXACT LOCATIONS TO BE DETERMINED BY ENGINEER (INCIDENTAL). 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, STORAGE, AND REPLACEMENT OF ALL EXISTING SIGNS, WHICH MAY NEED TO BE REMOVED DURING CONSTRUCTION. INSTALLATION OF SALVAGED SIGNS SHALL SE IN ACCORDANCE WITH THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES' AND MNDOT SPEC 2594. CONCRETE SIDEWALK NOTES: 1. SPACE CONCRETE CONTROL JOINTS SUCH THAT NO PANEL IS GREATER THAN 100 SQUARE FEET. 8" CONCRETE (2301) 6" AGGREGATE BASE. CL. 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION 12112) (INCIDENTAL) CONCRETE DRIVEWAY & ALLEY PAVEMENT 3" BITUMINOUS WEAR COURSE (MV41 6" AGGREGATE BASE. CL. 5 (2211) (INCIDENTAL) SUBGRADE PREPARATION (21121 (INCIDENTAL) BITUMINOUS DRIVEWAY PATCH NOTES: 1. PROVIDE EXPANSION JOINT MATERIAL AT MAX. 60 FOOT SPACING. 2. PROVIDE EXPANSION JOINT MATERIAL ALONG BOTH EDGES OF WALK WHERE WALK IS CONTAINED BETWEEN FIXED OBJECTS. 4" CONCRETE (2521) 4" AGGREGATE BASE. CL. 5 (2211) (INCIDENTAL) 6" SUBGRADE PREPARATION (2112) (INCIDENTAL. 20 0 20 HORIZ. SCALE FEET NOTES: 1. FILTER AGGREGATE TO BE 1 TO 2 INCH CLEAN ROCK. 2. FILTER FABRIC SHLL MEET Mn /DOT SPECIFICATION 3733 GEOTEXTILE FABRIC TYPE II. 3. REMOVE AND REPLACE AS NECESSARY THROUGHOUT DURATION OF THE PROJECT. REPLACEMENT OF DETERIORATED INLET PROTECTION SHALL BE INCIDENTAL TO ORIGINAL CONSTRUCTION. RUNOFF WATER ' t SEDIMENT "-'" FILTER FABRIC FILTER AGGREGATE INLET PROTECTION - FILTER AGGREGATE OVERLAP GEOTEXTILE FABRIC 6" AND FASTEN AT 2' INTERVALS Oinamomom ur rNts PItN. SPEefft(JttON. OR KFSm+TE aR IKKIER MY mRECr swEHVISiON iHln LICENSFA PROFESSION0. ENGINEER TIaTE OF YU"ESOPI. MARCUS A. THOMAS, P.E. "mom 2.. QTR CURB INLE GRATE MIN 12" STEEL T STUDDED POST 5' MIN. LENGTH AT 8' MAX. SPACING WIRE MESH REINFORCEMENT GEOTEXTILE FABRIC FABRIC ANCHORAGE TRENCH BACKFILL WRI4 TAMPED NATURAL SOIL SILT FENCE - HEAVY DUTY NSF". AGN DR .l1 O PK C"EC ED MAT VARIE ( 16 TYS P) 2y 6" TOPSOIL Q SOD— SACKFUL WITH SELECT MATERIAL — FROM THE EXCAVATION 1.5' 3 8618 CURB S. GUTTER 15' 2r IEICDILIT'ON $- MIE=N K , INC CONSULTING ENGINEERS 5 SURVEYORS MANKATO. MN FAIRMONT. MN SLEEPY EYE. MN •ILLMAR.MN BURNSVILLE, MN CHASKA. AN HIES. )A LIBERTY. MO --- -1.5" BIT WEAR COURSE. 1LVWE450308)(2350) 1 0 , 1 BITUMINOUS TACK COAT 12357) ITYP) — BACKFILL NM AT MATERIAL 2' BIT BASE COURSE. (LVNW35030B)(2350) FROM THE EXCAVATION 6" AGGREGATE BASE. CLASS 5 (2211) (SEE SPECIAL PROVISIONS) SUBGRADE PREPARATION (2112) (INCIDENTAL) 1ST STREET NORTH TYPICAL SECTION NOTES: 1. SEE PLANS A L S AN D ECTI CROON5S S. SECTIONS FOR ANY VARIATIONS FROM THE TYPIC 2. ALL DISTURBED BOULVARD AREAS SHALL BE RESTORED WITH 6" TOPSOIL AND 50D. 4" PAINTED STRIPE -EPDXY ZEBRA CROSSWALK WHITE - EPDXY STRIPING NOTES: 1. STRIPING TO BE PLACED ON CENTERLINE OF 1ST STREET N. FROM 21ST AVE. N. TO 17TH AVE. N. 2. ADDITIONAL STRIPING MAY BE REQUIRED ON SIDE STREETS DISTURBED BY CONSTRUCTION. 3. PLACE ZEBRA CROSSWALK STRIPING ON EACH SIDE OF 17TH AVE. N.. ON 1ST STREET. N. TYPICAL STRIPING STREET 2r 15' B618 CURB AND GUTTER 3 0' 0.67' 4" PAINTED STRIPE -EPDXY 1.5' 2 11:6 1 —6 TOPSOIL b SOD CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS DETAILS SNEET 3 OF 25 CB OR MH DIA COVER DIAMETER T K L BOTTOM BARS EACH WAY 48" 58" 6" 6" 8" N0. 5 AT 6" 54" 65" 8" 6" 8" NO. 5 AT 8" 60" 72" 8" 7" 9" N0. 5 AT 7" 66" 79" 8" 7" 9" N0. 5 AT 7" 72" 86" 8" B" 10" NO. 5 AT 6" 78" 93" 8" 6" 10" NO. 5 AT 5" 84" 100" 8" 9" 11" N0. 5 AT 5" 90" 107" 8" 9" 11" NO. 5 AT 5" 96" 114" 8" 9" 11" N0. 6 AT 6" 102" 121" 8" 9" 12" N0. 6 AT 5" 108" 126" 12" 10" 12" NO. 5 AT 6" 120" 140" 12 11" 13" NO. 5 AT 6" • • CASTING AS SPECIFIED / 11■11'■ GRADE STEPS AS SPECIFIED CL. 2tMIN.1 PIPE PRECAST CONCRETE BASE {SEE MnDOT STANDARD PLATE 4011) TYPICAL DESIGN 4020 MANHOLE TYPICAL DESIGN 4022 CATCH BASIN L. 2(MIN.) PIPE - . COVER SLAB PER 4020 OR 4022 DETAILS USE 4020 W/R -1733 CASTING USE 4022 W/R -3067 CASTING BRICK 6 MORTAR T I STORM SEwER PIPE MANHOLE CAN PERFORM 0S A SUMP OR INVERT CAN BE _ FILLED AND SHAPED W /CONCRETE PRECAST CONCRETE BASE (SEE MnDDT STANDARD PLATE 40111 TYPICAL DESIGN 4024 SHALLOW DEPTH CATCH BASIN 1' TABLE MAXIMUM OF 3 CONCRETE ADJUSTING RINGS PLACE BITUMINOUS MASTIC BETWEEN SECTIONS 6 RINGS BRICK 6 MORTAR STORM SEWER PIPE UT INVERT NOTES: AASHTO HS 25 LOADING. MAXIMUM FILL HEIGHT 9 FT. THE NO 4020 SHALL BE PERMANENTLY MARKED ON THE TOP OF THE COVER. EQUIVALENT STEEL AREAS IN MIRE %ESN MAY BE USED. REINFORCEMENT PER SPEC. 3301. GRADE 60. A SINGLE HOOP OF a GAGE STEEL WIRE. (DES 4020 COVER SHOWN) •L• 7 I�-+ r � 3" ADJUSTING BLOCKS 1.5• CLEAR m► •mnommumm/ SREAMMI INIKEENI : 4 1111 1! PLAN OF COVER -CATCH BASIN /MANHOLE TOP BARS NOT SHOWN COVER DIAMET MANHOLE DIAMETER SECTION A -A 0 10" O.C. EACH WAY- REINFORCING - SEE TABLE PLAN OF 4020 CATCH BASIN /MH COVER CATCH BASIN PLAN SECTIONAL VIEW CATCH BASIN & BASE SLAB daveku 12416.39 AM 02/82/04 h! \ho tI621260,0 0ns \21260DTL2.EOn ALL DETAILS NOT TO SCALE EXTRA 115 BARS u'! A OPTIONAL HANDLING DEVICE _1 1 e" MIN PI VAR 1.5" CLEAR CATCH BASIN SD -1 D" PLAN OF COVER -CATCH BASIN TOP BARS NOT SHOWN t . 14 0 10" O.C. EACH WAY MANHOLE 0)06. REINFORCING - SEE TABLE SECTION 8-0 PLAN OF 4022 CATCH BASIN COVER 4• -6" COVER DIAN. 10" 2' - 10" 10" BASE SLAB PLAN NOTES( 1.70 BE USED WITH NEENAH R -3067 FRAMED COVER WITH 3" RAO. CURB BOX OR APPROVED EQUAL. 2. PIPE CUT -OUTS TO BE LOCATED WHERE REQUIRED. 3. ALTERNATE CAST -IN -PLACE BASE CAN BE USED. I HEREBT CERTIFT TRU THIS PLAN. SPEC/natl. OR REPORT s A { PRE FARED BY ME OR UNDER MT DIRECT SUPERVISION AND TRAt 1 AM A SAY LICINSEO PRtXES.""AL "'"E" UNDER RTE LAR OF IRE SLATE OF MiNlESOTA. MARCUS A. THOMAS, P.E. 4p on 26499 p.K 4. MINIMUM REINFORCING SHALL BE WIRE FABRIC HAVING AN AREA OF NOT LESS THAN 0.12 S0. IN. PER FOOT IN BOTH DIRECTIONS. RESmro AGR mum DPK Mani 3 MINIMUM OF 3 APPROVED HANDLING DEVICES AT 120' SPACING EXTRA #5 BARS i0 1E3OL.T01■1 &' MENNG, INC CONSULTING ENGINEERS 6 SURVEYORS MANKATO, MN FAIRMONT. AN SLEEPY ETE, MN 91LLMAR,NN NORNSRILLE, MN CHASKA, MN ALES. lA ITOERTY. MO 2.6" 16. r--.1 ONE 4 FT. UNIT 5'0' 4'0" r - LUG t = TOTAL LENGTH OF UNITS ' TOP VIEW L 4' 0" MAX. TO 1'10 -1/2" MIN. VA,)., OPFNINI> CONSTRUCT LOWER SECTION OF SOLID MASONRY OR CAST -1N -PLACE CONCRETE PER STANDAR() PLATE 4000. L 6" X 4 X 5' PRECAST CR CAST- IW -PIACE BASE A REINFORCE PER SEC A -A. FRONT VIEW CONSTRUCTION NOTES: A ?ALL DEBARS ARE IN METRIC DESIGNATIONS' T-OR 161710 1007E7 THA FT,. USE MULTIPLE UNITS. TOP AND SIDE JOINTS BETWEEN ADJACENT UNITS SHALL BE SEALED WITH OAKUM AND 1/2 IN. HOT POURED SEALER. SPEC. 3723. ONLY ONE MANHOLE REQUIRED PER INSTALLATION, LOCATED AT CENTER OF TWIT AVER OUTLET. P1 ACE PIPE OPENING AS REQUIRED. SLOPE FL07R SIB 1N. PER Ff. 77 TJTLET. WHEY MULTIPLE UNITS ARE INSTALLED. THE BASE AND LOITER WALL SHALL BE CONSTRUCTED AS ONE STRUCTURE DESIGNATION v DESIGN 4021 - TOTAL LENGTH of UNITS STANDARD PLATE REFERENCE I 1/4" DTA. AtR HOI F AT 2' 0•' SPACES 1/2. 1/4" DIM AIR HOLE AT 2'0" SPACES 3/4" L2 X 2 X 1/ It_ 1/4" DIA. X 2" - LONG BOLTS. � TACK WELD TO PLATE AT I' D" ALTERNATE SPACES. OPTION 2" STEEL NOSING GALVANIZE AFTER FABRICATION PER SPCC. 3394 STEEL NOSINC I SEE DETAILS 1 J m d v � F J 4 i0 6" R. EXAMPLE: DESICtN 4021 UNI,S Tcl - t1=U ' GT ". PER STANDARD PLATE 4021 1/4" DIA. X 2" LONG BOLTS. TACK WELD TT PLATE AT 1' 0'• ALTERNATE SPACES. 1/4" THICK PLATE t2" 0.1 OPTION 1 3 8 1 EXTRA N0. 13 BAR SECTION A -A RING CASTING, PLAN VIEW 1 1/2" 1. SECTION LUG DETAIL USE 1' DEEP X 3" X 7 KEYWAY SEE LUG DETAIL 2' 611 1 6 .. fJO. 13 i1Ait5 12" SPACTNG 80111 wAYs 0 4167 CASTING NO T90 -2. MODIFIED BY THE A00151011 OF LUGS AT DUARTER POINTS OR APPROVED EQUAL. SEE LUG DETAIL. 0 COVER CASTTNC N0. T15 or T16 (SEE PLANT. 3 1N. MAX. DM. TEMPORARY INLETS ARE 7766)7TED AT T1I1 ELEVATION OF TIIF 5000RA07 TO PROVIDE DRAINAGE PRIOR TO SURFACING. NO MORE THAN 3 !WETS 6111 BE PERMITTED PER 4 FT, t" 1 LENGTH WITH A ARN. SPACING OF 1 FT. BETWEEN INLETS. THE TEMPORARY INLETS SHALL BE GROUTED SKIT AFTER COMPLETION OF SURFACING. 0 3" TO 8" 150 PERMISSIBLE. APPROVED JULY G. 2001 STATE DESIGN ENGINEER STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION PRECAST CURB OPENING CATCH BASIN SPECIFICATION REFERENCE 2506 3622 STANDARD PLATE N0. 4021E 4021 CATCH BASIN - STA 109 +55 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS DETAILS SHEET 4 OF 25 • • WATERMAI 6" DIP. NOTE: HYDRANT & GATE VALVE TO BE TIED TO WATERMAIN WITH METAL RESTRAINING TIE RODS TYP GATE VALVE & BOX CONCRETE BLOCK dove. 12.14.24 AM 02/12/04 ht \hopk \t1621260 \p Ions \21260DTL3.dg1 7' MIN. COVER • ,o 6" GATE VALVE & BOX � E R TYP CONCRETE BLOCK U.S FILTER GATE VALVE ADAPTOR OR EQUAL TYPICAL GATE VALVE HYDRANT & VALVE INSTALLATION HYDRANT, AS SPECIFIED � V A5 SPECIFIED ' CHAINS 24" / - SEE p ) ELEVATION L2" MIN. GROUND RR CLEARANCE MINI /TA TA FILTER AGGREGATE WILL BE IGNEOUS ROCK, NO LIMESTONE. MINIMUM HEIGHT OF 6" ABOVE WEEP HOLES BLOCKING AND ANCHORING AS SPECIFIED CONCRETE BASE 1) GATE VALVE ADAPTOR. 1/4" STEEL WITH UNDERGROUND COATING 2) NEOPRENE GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTOR TO ABSORB ANY PRESSURE OR MOVEMENT CAUSED BY ROAD TRAFFIC. RIP - RAP RIP -RAP 111 _ i- - SECTION B -B 11) REFER TO MNDDT STND. PLATE 31338 FOR RIP -RAP SIZE & QUANTITIES REFER TO PLANS FOR RIP -RAP LOCATIONS. RCP CULVERT END RIP —RAP DETAIL SECTION A -A ALL DETAILS NOT TO SCALE WATERMAIN MATERIAL AS SPECIFIED BEDDING AND ENCASEMENT MATERIAL SHALL BE SELECT SALVAGE MATERIAL FROM THE -.-?• EXCAVATIDN AS SPECIFIO. (INCIDENTAL) PROVIDE BELL HOLE AT EACH JOINT GEOTEXTILE FABRIC. PER Mn/DOT SPEC. 3601. FABRIC TO COVER AREA OF THE RIPRAP AND EXTEND UNDER THE APRON 3'. PIPE ZE 6 ". 6 ". to" 12 ", 16" 16% 20" 24" dt LARGER 24" 0.6 0.0. BEDDING MATERIAL 0.0. + 24 MAX. DUCTILE IRON WATERMAIN TRENCH DETAIL NOTES. 1. PROVIDE RETAINER GLANDS AT JOINT ON BENDS AND AS SHOWN THIS DETAIL 2. COAT ALL ANCHORAGE AS PER SPECS. 3 PROVIDE SANG CUSHION BETWEEN TOP OF WATERMAIN AND BOTTOM OF SEWER PPE. MIN DIMENSIONS AS SHOWN THIS DETAIL (INCIDENTAL) 4. INSULATION TO BE 2" THICK DENSE FOAM WATERMAIN OFFSET TIE ROOS 3/4" 3/4" 3/4" SEE SPECS t NENEBY CERFiel .7 1NiS PLAIT, SPECIFI[ATIDII. OT RE1'ORt IIAS PpEPMRED er ME OR a+oEe W DIRECT StA'ERViStd1 AN TEAT 1 MM A DU.T LICENSED PROFS DRAL ENMER TINDER TIIE LASS OF TFE STATE D: MIIRIESDTM. MARCUS A. THOMAS. P.E. P6 N 26499 eAtE COMPACTED BACKFIIL AS SPECIFIED 7 E AGM oKA�N DPK MAT NUMBER OF TIE ROD PAIRS REOUIRED 2 3 SEE SPECS R3067 CASTING CATCH BASIN /CURB DETAIL 6 " -12" WALL EMBEDMENT— CONCRETE 8618 CURB & GUTTER MIWANUMMIIMMUMEMNIMMEIMMMUMEI GEOGRID REINFORCING i10 j 111 e 1 1 �MB �I os'M /I" JOINT (ITT) 10' TAPER CONCRETE 861 17 -3/4" - 5 R3067 CASTING 5 -3/4" 10' TAPER 6" BOL'ro'■ $• MEN Pc.. IN= CONSULTING ENGINEERS A SURVEYORS MANKATO, MN FAUN. , MN SLEEPY EYE, MN tiLLMAR.MN BURNSVILLE. MN CHASKA. MN MMES, IA LIBERTY, MO Nt SLOPE 1.6 TYP NOTE: STAIRSTEPPING AS SHOWN IS APPROXIMATE ONLY. BUILD WALL TO MATCH EXISTING GROUND AND PROPOSED GRADES_ 8" CAP BLOCK ��pppp MOOflULARTUNiTS MM 100' APPROXIMATE 8" CAP BLOCKS (CLUE) FINISHED GRADE 8 COMPACT BLOCKS 8" STANDARD BLOCKS TYPICAL RETAINING WALL ELEVATION 4" PVC PER. PIPE 4' -6" GRID EMBANKMENT LENGTH TOP OF WALL ELEV =XX EXCAVATION LIMITS AS STEEP AS POSSIBLE 11H : 2'V TYP REINFORCING GEOGRID (TO BE ROLLED OUT PERPENDICULAR TO WALL FACE AND PULLED TAUT PRIOR TO FILL PLACEMENT) CL ?FAO r (INNCCIDENTAL)SE, 00180000 WALL SECTION — 5TA 100+45 TO 109+40 LT CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS DETAILS SHEET 5 OF 25 • • • I TOP OF PAVEMENT PIPE MATERIAL AS SPECIFIED GRANULAR FOUNDATION, BEDDING & ENCASEMENT MATERIAL AS SPECIFIED — INCIDENTAL TO SAN. SEWER CONSTRUCTION c :?3 z Q � � a l a ? I MIN GRANULAR BEDDING & ENCASEMENT MATERWL AS SPECIFIED — INCIDENT TO SEWER CONSTRUCTION COM PACD BACKFILL A5 SPECI O D. + 24" MAX. TRENCH DETAIL PVC SANITARY SEWER 12" (MIN.) COMPACTED BACKFILL AS SPECIFIED FOUNDATION (MAY NOT BE REQUIRED) NOTES: 1 THIS NON —RIGID PIPE INSTALLATION DETAIL APPLIES ONLY TO STORM SEWER. 2 MAXIMUM PIPE DIAMETER IS 24 ". 3 PIPE MATERIAL REQUIREMENTS PER CURRENT AASHTO REQUIREMENTS. 4 EMBEDMENT MATERIAL PER SPEC 3149 2D MODIFIED TO 100% PASSING THE 1 SIEVE. 5 CONSTRUCTION REOUIREMENTS PER SPEC 2451 MODIFIED SO THAT EMBEDMENT MATERIAL 15 COMPACTED IN UNIFORM LIFTS. 8" OR LESS IN DEPTH, LOOSE MEASURE, TO 955 STANDARD PROCTOR DENSITY FROM THE 6. BEDDING TO BE CLASS C PER SPEC 2451.3. 7 TRENCH WIDTH PER ASTM D2321 EXCEPT AS MODIFIED TO PROVIDE A MINIMUM OF 1 —FOOT ON EACH S10E OF THE PIPE TO ALLOW FOR COMPACTION. 8 COST FOR FURNISHING AND INSTALUNG GRANULAR BEDDING AND ENCASEMENT MATERIALS SHALL BE INCLUDED IN THE PRICE BID FOR CORRUGATED POLYETHYLENE PIPE, PER LINEAL FOOT ( WHEN SUBSTITUTED FOR R.C. PIPE) PLASTIC STORM SEWER TRENCH DETAIL dove., 12.10.32 AM 02/12/04 hs\ hopk \t1621260\plans \212600TL4.dan ALL DETAILS NOT TO SCALE u- I Ii 1 .5 "-N N- CONSTRUCTION JOINTS ITYP) COMPACTED BACKFILL AS SPECIFIE BACKFILI_ WITH SELECTED MATERIAL ,> ROM EXCAVATION B6 STYLE CURB 4' PIPE OIAM. 36" OR LESS 42" TO 54" 60" OR OVER B B + 24" 1.5 x 8� B + 30 4" CL 5 XINCI DENTAL )1 #4 15" O.C. EA. WAY 6" CONCRETE SPILLWAY DETAIL STA 101+34 I HF1�BY I CETrTFY 1RAT 1RiS RAN, SPECIF1Gi1RN, OR REPORT u5 7NEPARED RY RR @AS MY R1RECi St rala, AlAT iRAT I AM A RIA.Y LICENSER PROFESSICNAI ENRI LlIOER YNE LI NF iME SFATE a' LIINNESOTA. MARCUS A. THOMAS, P.E. IA 25499 pay, 5' 20' 0.1 B L6" GRANULAR TRENCH DETAIL R.C. STORM SEWER CLASS "B" BEDDING CONDITION 0618 CURB 6 GUTTER mmees AGM MAW DPK MAT CONCRETE 8618 CURB b GUTTER RESIDENTIAL DRIVEWAY APRON DETAIL FINISH GUTTER LINE TO LEAVE A 4" RISE THROUGH ALLEY WIDTH CONCRETE B618 CURB & GUTTER CONCRETE ALLEY DETAIL TYPICAL SECTIONS. BC,I-ITON a MBN K, INC CONSULTING ENGINEERS 6 SURVEYORS MINKATO. MN iAIRMONT. MN SLEEPY EYE. MN rILLMAR.MN BURRSVILLE, MN CHASKA, 1N AMES, IA LIBERTY, Me ALLEY AND DRIVEWAY PAVEMENT NOTF 1. EXTEND CL 5 AGGREGATE BASE 6 BEYOND PROPOSED 0DGES OF NEW CONC. PAYING. SEE 2. PLACE CONCRETE CONTROL JOINTS TO 0 SO. MATCH JOINTS IN CURB AND GUTTER. JOINTED PANELS SHALL NOT EXCEED 10 FT. In. 3.0• 12' MIN, • MA 2' ALLEY PAVE CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS DETAILS SHEET 5 OF 25 UNKCCO BITUMINOUS r 1 SHADY OAK POND LEGEND BITUMINOUS DRIVEWAY REMOVAL i A BITUMINOUS PAVEMENT REMOVAL �� . CONCRETE DRIVEWAY REMOVAL CONCRETE SIDEWALK REMOVAL CURB & GUTTER REMOVAL }µ H- FHTEKH1 PIPE & UTIL STRUCTURE REMOVAL SAWCUT (FULL DEPTH) I I Da 03'22'43 "_ I 1 05'24'03" L R= 1695.80 I L= 159.85 T =79.98 lc iri(40 5' 4'03" ,4 _ _ R. 0_W,. _0• T A U oU OUTLET INV: 919.32 R: 930.92 'LUSTRE ,: S: 926. irAir - � _ _ _ - .�� - - - M�� Arm Air '4 � � iT� � c� �� . 923 88 �� .:tr,a � ' �� N 92D.38 Telitirffil*W . �.,.�- • ,-riY i 7 rAMMINKIFIA �fiL� �' TF TF ■ ;!�y►!Q ,f _ : 8 .53 �.. .- . +cy�L.►_ (� _ .L W 920 - .. \. - _ - - R: - 9 • �� 4 � I= SW: 924.58 I= SE: 924.68 R. 31.98 1= N: 921.43 / S: 921.38 ��++ STRE X71 ICE • ' 1 A7 FA = S: 927.57 - U .�.�. • - - - -- •� - - _ -- _- :. = 929 N: 9247 4.17 P O .di E: 923.37 R: 930.91 = S: 926.56 i � U l bI uIi \PVtfl I - -' - rt r r ,,,,.. .✓ R: 931.43 5 O :dal': O ±00 R: 931.11 • I= N: 923.16 04 0� = i Ali .*f " - -'.� ��N� L ,.��im:i I= S: 923.08 . . ► `m Lt)Z1f'r> 'J.%r� , Air' ' `.0i'''•`,�iii.. , `.�'.i + '�/;` yam' Igidr A / ,�I P Am �'�r� '� `. �; w x rlrl� + + + 1= NE: 923 iCialibb- ' * �� __._ cue TF _ r ;.,.,., ,. ...,..,..• x x 3 _ ^ 8 __ �' �� ► R: 933.20 1 = N: 926.97 p + ■ - 'a = B} x x T UIJINOUS x _ - 1_ NE:926 82 � - ; � R . O . W . OJ { R: 927.7 - !� -SW:- 924.58 -- R: E,W 9 � 1 \ ALL INV: 923.1 1 N• 924. I SE. 9922.6:5444 2 •5 #45 0 _ 1= E,W 922.69 R• 930:93 X 1= 5W: 9Z6.44 • . I= SE: 924.68 = 6 4 �1 . . daveku 12.37120 AM 02/12/04 hs \hopk\ +1621260 \plans \21260EXOS.dgn #53 20 0 20 110212. SCALE FEET al I I HEREBY ['ERTJFT THAT TN15 PLAN. SPfO1TICATfOR, AVM RASP PARED 8Y AIE OR LRJOER rT T ECT SUPERYAV AND TRAY I AM A IK- LIOENSEO PROFESSIONAL ENGINEER Il1OER i1E LA}S OF THE STATE aF Y]MhSDTA MARCUS A. THOMAS, P.E. p p 2E499 sA • .fANm AGN pAAMI DPK MAT R: 931.34 1= N: 927.14 I= NW:. 926.84 fSIO :TCDN a MENK. , IN= CONSULTING ENGINEERS 1, SURVEYORS MANKATO, OM FAIRMONT WI SLEEPY EYE. AIN IIILLUAR, IRMIISV/ELE, MN O USER, AN AMES. IA LHIERiY, MO RtlE • 142 CITY OF HOPKINS, MINNESOTA SHEET OF EXISTING CONDITIONS AND REMOVAL PLAN 25 2004 STREET AND UTILITY IMPROVEMENTS SIGN INVENTORY STATION LOCATION DESCRIPTION REMARKS 1 100 +20 41 RT STOP SIGN SIGNED FOR N. BOUND TRAFFIC 2 100 +22 36 RT STREET NAME SK3NS 2 SIGNS 3 100+00 36 LT DIRECTION ARROWS 4 100+82 21 RT SPEED LIMIT / NO PARKING 2 SIGNS 5 102 +55 19 RT NO PARKING 6 102 +57 191T NO PARKING 7 103 +00 301T STOP SIGN 2 POSTS, SIGNED FOR S. BOUND TRAFFIC 8 103 +35 31 RT STOP SIGN 2 POSTS, SIGNED FOR N BOUND TRAFFIC 9 103 +35 23 RT STREET NAME SIGNS 2 SK3NS 10 104 +02 18 RT NO PARKING 11 104+08 18 LT NO PARKING 12 105+57 18 LT NO PARKING 13 106 +00 19 RT NO PARKING 14 106 +25 18 RT STOP SIGN / 4 W A Y 2 S IS,1 POST 15 106 +33 22 RT STREET NAME SIGNS 2 SIGNS 16 103+38 30 LT STOP SIGN / 4 WAY 2 SIGNS, 2 POSTS 17 106 +72 26 RT STOP SIGN / 4 WAY 2 SIGNS, 2 POSTS 18 106 +87 18 LT STOP SIGN / 4 WAY 1 POST 19 107 +67 18 LT NO PARKING 20 108 +80 18 RT NO PARKING 21 108 +79 18 LT NO PARKING 22 109 +74 30 LT STOP SIGN 2 POSTS, SIGNED FOR S. BOUND TRAFFIC 23 110+12 32 RT STOP SIGN 2 POSTS, SIGNED FOR N. BOUND TRAFFIC 24 110 +12 24 RT STREET NAME SIGNS 2 SIGNS 25 110 +68 17 RT NO PARKING 26 110 +77 18 LT SPEED LIMIT / NO PARKING 2 SIGNS,1 POST 27 112 +47 18 RT NO PARKING 28 112 +55 17 LT WEIGHT LIMIT / NO ARKNG 2 SIGNS,1 POST 29 113 +00 19 RT STOP SIGN / 4 WAY 2 SIGNS. 2 POSTS 30 113 +09 23 RT STREET NAMES / LBRARY / ARROW 3 SIGNS, 1 POST 31 113 +18 25 LT STOP SIGN / 4 WAY 2 SIGNS, 1 P05T - - - -- - - -- - R: AA"! ArAlrairarAPTAIMPFAVAPr AnilVirr ---- 'Air Eurrar. 4471111W-.. 1= NE: 923.59 - -- R. 927.77 ALL INV: 923.17 1 ,t4n.*�R�Rl4�G�ilG�A r CLEAR Ie GRUB -- R.O.W. qt: 97.96 I= N) 918.91 1= Si 918.86 _ , MUM ifl i/L DRIVEWAYS. 40( O 7/11 40011111111111111r PROTECT C 929.03 riill 9_21.28 1= W: 922.05 I W CONTRACTOR MUST NOTIFY SPRINT PRIOR TO REMOVAL OF STORM SEWER 1ST STREET ' OR R: 928.54 1= 5: 923 14 I= E. 923.09 R: 926 02 I= N: 923.42 CONCRETE R: 928.97 I= SE: 925.77 R: 929.17 1= 5: 921.52 1= NW: 924.77 1= SE: 924.47 929.18 919.23 919.18 j R: 929.01 _ i = 5: 926.11 "Itlls�� PAVEMENT R: 929.13 I= N: 925.58 I= 5: 925.53 I= E: 925.63 I= W: 925.33 R: 928.69 I= N: 925.84 PROTECT CONC. Ir k" 12 *18 +16 AM 02/12/04 h.\hopk \11621260 \pIans \21260EX02.dyn 20 20 7' SCALE FEET I IYTHDT EERTIFT THAT 7Hi5 nAf1, STTif:IFIEATIDII, to TrFPaRT rA5 PREPARED AY IIE OR YNDER YY mum ISI�N AND THAT 1 A\ A OILY LICENSED PROFESSIONAL. ETIDII�ER IAAER THE LADS OF 111E STATE OF YIRAESOTA. MARCUS A. THOMAS, P.E. RD. Tr. 26499 out • WSW., 551 DRAM OPK MAT LEGEND i " BITUMINOUS DRIVEWAY REMOVAL BITUMINOUS PAVEMENT REMOVAL CONCRETE DRIVEWAY REMOVAL ES OL.TY=.N S. MENK, ING CONSULTING ENGINEERS & SURVEYORS MANKATO. UN FAIRMONT. YN SLEEPY EYE. MN •ILLMAR.A• IMRHSYILLE, IN CHASKA, MN AYES, IA' LIBERTY, MD pRH • CONCRETE SIDEWALK REMOVAL / / / /// CURB & GUTTER REMOVAL +H 1MMW1 H+1+I+H PIPE & UTIL STRUCTURE REMOVAL SAWCUT (FULL DEPTH) CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS EXISTING CONDITIONS AND REMOVAL PLAN SHEET 8 aF 25 TOP OF CURB ELEVATIONS 20TH AVE N. INTERSECTION PT NO. STATION OFFSET TC ELEV. DESCRIPTION 1 102 +87,0 15 7 LT 930 63 PC 2 102 +96.7 19 5 LT 931.17 MD 3 103 +01 2 28 8 LT 931.70 PT 4 103 +022 39 4 LT 93220 C8 21 5 103+03.0 49 4 LT 93257 MATCH 47 109+82 0 48 3 LT 928.16 MATCH 6 102 +820 15.7 RT 930.44 PC 7 102 +925 2D 3 RT 93092 MD 8 102 +96.2 31 2 RT 93139 PT 9 102 +95.8 36 6 RT 931.60 C8 23 10 102 +94 9 46 6 RT 931.69 MATCH 62 109 +74 8 36 6 RT 927.33 CB 6 11 103+36.6 46 6 LT 932.37 MATCH 12 103+35 8 36 6 LT 93208 CB 20 13 103 +35 4 31.1 LT 931.12 PC 14 103+39.1 20 3 LT 93222 MD 15 103+49.7 15 7 LT 93232 PT 57 110 +18 5 • 20 3 LT 928.17 MID, HP 16 103 +28 6 49 4 RT 931 62 MATCH 17 103+29 4 39 4 RT 931 51 CB 22 18 103 +30 4 28.8 2T 931.74 PC 19 103+35.0 19 5 RT 931.99 MD 20 103+44 6 15 7 RT 932.24 PT 21 103+49 0 15 7 RT 932.33 C8 19 63 110.138 19 4 RT 927.78 MD 64 110+232 15.7 RT 927 91 PT 65 110+28 15.7 RT 927.97 CB 2 TOP OF CURB ELEVATIONS 19TH AVE. N. INTERSECTION PT NO STATION OFFSET TC ELEV. DESCRIPTION 22 106+261 15.7 LT 932 41 PC 23 106+35 8 19 5 LT 932 26 MID 24 106+40 4 28 9 LT 932.11 PT 25 106+407 33 5 LT 932 04 C8 15 26 106 +421 47.9 LT 932 48 MATCH 47 109+82 0 48 3 LT 928.16 MATCH 27 106 +21.7 15 7 RT 932 46 PC 28 106 +32 2 20,3 RT 932 09 MD 29 106+36 0 312 RT 931.72 PT 30 106+35 4 36.5 RT 931 58 CB 13 31 106+32.8 81 5 RT 932 01 MATCH 62 109 +74 8 36 6 RT 927.33 CB 6 32 L 108+75 8 46 8 LT 932.49 MATCH 33 106 +75.1 36.9 LT 932.15 CB 14 34 106+74 7 31 2 LT 932.07 PC 35 106+78 4 20 3 LT 931 88 MD 36 106+88 9 15 7 LT 931 69 PT 57 110 +18 5 • 20 3 LT 928.17 MID, HP 37 106 +662 83 3 RT 932.05 MATCH 38 106 +69.3 33.4 RT 931 70 CB 12 39 106+69 4 28 8 RT 931 75 PC 40 106+742 19 5 RT 931 86 MID, HP 41 106+83 9 15 7 RT 93175 PT 62 110 +09 0 28 6 RT 927 81 PC 63 110.138 19 4 RT 927.78 MD 64 110+232 15.7 RT 927 91 PT 65 110+28 15.7 RT 927.97 CB 2 TOP OF CURB ELEVATIONS 18TH AVE. N. INTERSECTION PT NO. STATION OFFSET TC ELEV. DESCRIPTION 42 109 +55 6 15 7 LT 927.55 LP, CB 9 43 109 +65 9 15 7 LT 927.72 PC 44 109+75 6 19 5 LT 927.90 MID, HP 45 109+80 2 28 B LT 927.79 PT 46 109 +80 6 33 4 LT 927.74 CB 4 47 109+82 0 48 3 LT 928.16 MATCH 48 109 +55 5 15,7 RT 927 55 LP, CB 8 49 109 +60 9 15 7 RT 927 60 PC 50 109 +71.4 20.3 RT 927.71 MID, HP 51 109 +75.1 31.2 RT 927 45 PT 62 109 +74 8 36 6 RT 927.33 CB 6 53 109 +72 3 66 2 RT 927.85 MATCH 54 110 +16.1 48 7 LT 928 19 MATCH 55 110 +15.3 36 9 LT 927.94 CB 3 56 110 +14 8 31.2 LT 928 01 PC 57 110 +18 5 • 20 3 LT 928.17 MID, HP 58 110 +29 0 15.7 LT 928 06 PT 59 110 +34 15.7 LT 928 01 CB 1 60 110+05 2 69 0 RT 927 83 MATCH 61 110 +08 5 33.1 RT 927 55 CB 5 62 110 +09 0 28 6 RT 927 81 PC 63 110.138 19 4 RT 927.78 MD 64 110+232 15.7 RT 927 91 PT 65 110+28 15.7 RT 927.97 CB 2 • "t] 6 "' O 49.4E I�J q: 2 tR 103 +00 931.43 O L►+ 1 46.6L 12 13 14 + 16 20TH AVE. N. INTERSECTION 104- 106 +00 25 ; 4j + 2 23 2 ,4 47.9E 'O O O N tn 931 95 8.BL 35 107 +00 19TH AVE. N. INTERSECTION )0 88.2R 53 rn 18TH AVE. N. INTERSECTION LEGEND O TOP OF CURB ELEV. . - FLOW DIRECTION NOTE 1. ALL CURB STATIONS& OFFSET'S ARE TO SACK OF CURB. 2 ALL CURB RADII ARE 16' TO FACE OF CUBA 14.33' TO BACK doveku 12.39e47 AM 02/12/04 he \hopk\t1621260 \plans \21260 Int. dgn 20 0 20 808I2. SCALE FEET I xEaI9T clRnvT txAT rots vl.Aa, sPECtrtaTtoN ap aEPORT aAS PaEPAREO 9T uE OR IOA MT ottECT suPEa4 l AID THAT I AM A 11 - LICEMSW PROFESSIONAL "'HE" W10ER THE U05 OF TaE STATE OF MINNESOTA. MARCUS A. THOMAS, P.E. x.00. 26099 pAh OESIOND AGN ANN OPK MAST 1901-71rnN 8• MENK. INC CONSULTING ENGINEERS 1 SURVEYORS MAHW , MN FAIeMONT. MN SLEEPY EYE. IN •ILLMAR.MN BURNSVILLE, MM CRASaA. MN AMES, IA LIBERTY, MO et CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS INTERSECTION DETAILS SHEET 9 d>F 25 • FIELD VEFY I BEGING CONSTRUCTION ' V i DEPTH OF OF RI WMN ( X201 1 AT STM CROSSING Da 03 22 43 " .S TA, 400 +85 CONST CoNC. SPILLWAY - 1501 b 1 05'24'03" L WITH "B" STYLE CURB SIDES SEE DETAILS CONC 3�� 1 • o f O o - o R= 1695.80 L= 159.85 T=79.98 , " �{:: •ti. _ {' I #104 1 0 \ ' HD SILT ENCE lean BITUMINOUS 0 - - - - - - A - - lc #5' 4 03 .. . �.:� . j N 149246.329 2 a E 489115.900 ST vo i i �7 ! STRE� I®®RTH - - n 11 � {.} • . 'i: ! / �. - � � �{ _ � � � . - � 149243.002 , - _ _ ... ! 00 488960.171 /�� - - � 1111 . . .. ° g co Du 41111 e :40 -� + srse -s N 149247.119 E 488800.434 _ AP I♦� � O6- -- - 104 +00 105 +00 ' t 1 1 ! i 1 04 � .. _ FIELD VERIFY DEPTH OF WMN R� 21 1 +0 10 dft a11 r 36" ST TSB 3• STM , — 36 STM . 24 - - -- - Tv !MOP illrr.___ __ OP /� AT STM CROSSING �_ '',�..--- ---- -- _ �`� - , 0 0 �Ct i - v / / �. . - g v '• i i i Its 1 2" STM if; ' � • CONNECT TO EX. 12" STM SWR LENGTH 44 _ m a y e ? m ��' o` �`— r ,:� I j �N ECT TO EXISTING SAN G (�� "DIP SAN. I ' #53 PROP. • y , NEW LEGEND TREE � •11 ` 1 FIELD VERIFY NEW CONCRETE 1 DWY /WALK #51 F6I 2 EA CONNECT TO EXISTING 2 EA 6" GV d BOX O 1 EA HY " I �, r� I BITUMIN05 PATCH ', +BM= 934.73 NUT HYD SW CDR 1ST H A N .N 8618 CURB & GUTTER z 1 0 EA F 6'X6 " TEE I I N I 1 DEPTH OF W M N ( AT STM CROSSING \ 936 SOIL BORING LEGEND SW. WELL GRADED SAND/GRAVELLY SAND +P " XGRADED SAND/GRAVELLY ADJUST �, FRAME & Rt:CONST. AS DIRE • ' N CJ =XD I *Z' )0'00 +90 9 *'££ L916 +*0 ELT . ' S1 _ • • • �' � 936 AND/SAND -SALT Ma sc. CLAYEY SAND/SAND -CLAY Ma INORGANIC SILT/FINE sAN0lROClc 'SILTY SAND ETC. •• PROPOS.. PROF I L E LE • 24 STA 102 6.n' RT `'96 +ZO t • c N d C F. Vf tG PROP. R "r 931.38 19 L +COI V1! cm. diS 0� C£6 =A3 =VJSWA 5 =A313 • V1S dH M 0.0 g 901V1S - 'CC6 A3 934 y 31 fit'! �, 09'0 1. +ZO t d1S R=930.7 . " O1 1 1 56A� VC d 3 -65 sTA 103 R=932R01 ,_� _ 9 "I — rT/ _ �� A313 918S1S _ _. , 0' RT '33.29 > :i 932 930 928 0'00 +00' 69'9Z6 of STA 1 '' 15.7 R- 923. +35 T =9 STA 101+47 6.0 R7 R= • ' _ •L'9Z6 = , I. t'LZ6 = A313 �� -' � ADJUST NP II . II 111111 woo¢ I 1 I f 930 O S' 0 o '-1.' Al - 10 928 926 924 2 T'.76x 920 918 d1S " STA EL - - n as �V dOE f A313 - IIIIIIIIIIII.qRqu FES 29 4J' , = 919.00 ALL � JOI 1 A 100 +85 EV' 925.17 itch Exists – STA 101 +4 69'456 = +LOt V 11 < 30 E. 1 1 IW d 1 �ti 3L'EZ6 �Ij� , W � _ ��' I sp P =•4.09 - - - - -- -- TOP! PIPE lT' 926 i nl "" di iii INV liloillilll . 92� ►Ij - -__ 48 E�W 36RCP ___ __ ' - - -- - 924 922 SI 920 918 01 +25 916.43 L1 , S 1 _ _ _ _ 36" RAP �' 0 X' 0'!• '' P Q R I -" F �Q�,T IAA 6 • -- - - - -7 L RP 36 101 IN T � mi& i, 20 LF 36 RC e 0.56 51 LF 36 RCAF 0 '�.56x 1 _ _ - - - I - - - -- V e 921 = 920 15 E.W = 920.4 - - - - �I11��® Ili - 100 +00 01 +00 02 +00 0 +00 04 +00 10 +00 ZD 0 20 2 0 2 daveku "RR' VERT. AM NE.Errc aRiuv THAT Na PIAN 174 `fTUTTON. aR RE a fAS PREPARED r ►E OR ulR1ER NY , DIRECT SU'ERY15TQ1 ATm awl, DIA_T L SEO P ENDED MEP tHE STAfE OF YITATESOTA. A CN E I.C. 19 0L - 0� Q, MEN INC " � " CONSULTING ENGINEERS d SURVEYORS N AHRATO. AIN fAIRMONi, A1N sLEEPTEYE, 6P1 rtLITAAR,►f7 L TIR CHASRA. rN ANES, IA Li. MI- p ME CITY OF HOPK INS MINNESOTA j 9 T 1 O 1 OF 25 ts.m DPK 2004 STREET AND UTILITY IMPROVEMENTS 12.41/47 SCALE FEET SCALE FEET h: \hopk \ti621260 \plans \21260stm1. dgn h ,hopk\ MARCUS A. THOMAS. P.E. up w DATE MAT STREET & STORM SEWER CO STRUCTION PLAN & PROF IL • 1 I - ' I FIELD VERIFY DEPTH O F WMN AT STM CROSS ING 1 , � I � j 1 1 '� 1 - CONNECT TO EX. 12" STM SWR • LENGTH AS REQ D INV =924.17 (VERIFY) - - - FIELD VERIFY DEPTH OF WAN AT STM CRDS ING FdI 1 EA HYD ' 2 EA 6" GV d BOX 1 �• ', - RECONNECT EX. WATER & SAN r- �'. Fir � �� j `0' � _ ' ERVICE LINES (INCIDENTAL) r�l 1 � ' RECONNECT EX. 12" HDPE � ST c CONST. MODULAR BLOCK 2 EA CONNECT TO EX �� RET/9NING WALL. SEE CROSS 1 EA 6 p6 TEE , � " ." SECTIONS FOR LIMBS 30 LF 6 DIP 4 ' INV=923 85 112 HOPE BEND INCIDENTAL) e r �� :` p V� i V l �o I , �� 17� 14 \ + _ 0 _ rr�� I 1 v- ,.._ O — — — — — 1 1 I d �® I_ L.J Y �7 1 Y� f Qi1T� _ _ _ ' al � ' . 1 1 L. , ' :l,j �( O• - -- — _ 0 6- G N 149253.585 — 489455.463 I /�i - - - - -- ' � � � _ " =,-=- --- nr ,. ,0111111 � I E � . 11 111 +00 j 0 10 00 108 +00 109 +00 S759 -3 _ 30' r sTSe -5 106 +00 i l] 107 +00 I I 30'r r 36 STM '- dal] ® 3 6" s M �, VIM STSB -2 2 N e 0 6" STM if it--- -tf----- t 4--- ---- - t UM 4 .tom_ 10 O i. \. 0 z r i i AL A CONECT TO EX.s Fd1 2 EA 6" GV d BOX ( -- -" - _ _ - 1 EA HYD _ - ;,� 2" i2 -2 EA CONNECT TO EX. 1 20 LF 8 DIP SAN I - - 0 � ® NEM , ' S N 149260 838 E 489794.962 1 I 'EE 1 ---- --- --4 EA 6 "X6" TEE 1 13 4 EA 45° FIEND 80LF6 " DIP MIMN, 1 o Imo- I - v v ! 1 ,111"11G sc1 I W - - 1 FIELD VERIFY DEPTH - FIELD VERIFY DEPTH OF WMN AT STM CROSSING LEGEND OF WMN AT STM CROSSING ;%•'.;s NEW CONCRETE I •. : , • . 1 DWY /WALK mi— I 1 I 1 I A BITUMINOS PATCH 8618 CURB & GUTTER 1 - 1 �.� . - - - - - . . . . - - . . - - • 936 - - -- - +BM= 930.26 TOP NUT NYD NW COR 18TH AVE ' N 936 93 4 ©, STA 08 +38 6.0' R = 931.97 00'0£4 00'09 +, - • - ab STA 109 6.0' RT R = 927.35 +77 . _ _. .. .. - 934 932 930 a • pL'0£6 '13'13 � o • 9Z'0£6 AT t'1 'S$ +L01 IAA ii )184:25 E ! ! IS TING C/_ PROPO° PROFILE C/L PROFILE _ 1.64% 932 1 -55 EtiEV : 927.30 LP STA - 109 +55.39 14 !■ ---- ' ELEV - 927.46 930 928 926 � —` j , 92935 RING . II UST SAN FRAME CONSTRUX MH DIRECtE' - 1.89% j STSB3J ` '`-- -- - - . - 92 8 92 6 P • OP R• 9 X. 6" DIP WMN s � INV =VER1 - - _ • 50. - M ; Ill I , �. . 924 924 922 920 ---- - -_- Y - - -- - - -- INV ttt tnt/ ww�w 38' _ SW RCP • - - s - - BOT PIPE TYP) - -- -, 130 Lf 00.09% - -� -- SVV - - - • -- 6' RCP k RING 2EC0NSTRLCT EX MH 4S DIRECTED 2 " R .= 927.98 - I NMI 0 - SM 922 920 - - - -- ME " �"a -922:79 w - .- ..-- _ -.. -- RV � 922.90 E, " I NV= VERIFI s 922.62 A B ORING �' INV =921 38 CONST. 20 LF DIP SA SWR _ SOIL LEGEND SW= WELL GRADED SAND/GRAVELLY SP= POORLYGRADEDSANINGRAVELLY SAND 918 918 - CONST. r " 0IP WMN TOP: 920.20 - - 1 - - EX. VCP SAN INV =91 E - 8" 86 - -- - SP SM • SILTY SAND/SAND -SILT MIX SC = CLAYEY SAND/SAND -CLAY MIX ML= INORGANIC SILT/FINE SAND/ ROCK FLOURISILTY SAND ETC. 106 +00 10 - +00 108 +00 109 +00 10 +00 111 +00 'IV 20 o zo 2 0 2 "RT2. PERT. 12 .13.49 AM SCALE FEE1 SCALE FEET 02/12/04 hs\ hopk \t1621260 \pI \212608 1 REREBT CFRIIiT THAT TH RAN. SPECIFICAitO CR REPORT ttAS PREPARED BT ME aR E i i YT OIIR:Ci suPE R�ISIDN AND THIi 1 AY A OLLT LTCENSEO PRDi ESSIONAL ENG INEER IOOER iRELA115 of THE su7Ew YIYxFSptA. MIA. Ac E ca... -T+ON 9- ME K, IN= CONSULTING ENGINEERS P. SURVEYORS « AMtATO, AN FATRWNT. «N SLEEPY EYE, MN WILLMAR RIBRISYnLE, WI CHASKA, WI AYES. IA LIBERTY MO '° °' .re CITY OF HOPK INS, MINNESOTA SHEET 1 T 11 OF 25 2004 STREET AND UTILITY IMPROVEMENTS � OPK STREET & STORM SEWER CONSTRUCTION PLAN & PROFILE MARCUS A. THOMAS. P.E. LTC I°, 26499 pim MAT • • 934 932 928 926 924 932 MEM 930 C�� 3�� -- 930 .11■11111 MIA 1 I MIMI NIES MIN MINI MIN 1111111•1111111.111111M I PIP 111114=111111111 1.11.1 11111111111 NM MIIIIIIMINIIIIIIIII•11••=1111111111111•1111111111•=1 1•11•11=1•11111•1 11111111111=1M111111.111 111111= 111111•111111•111•11111•11=11111111111111111M1•1 •11111•11111•11111•1111• MIMI MN I NI 111•1•111111111. MOM C�:C C�C�� = MEM MIIIIIIMIIIIII El •1111111111111•1111•1111 MEM 111••11•11111111 922 920 928 926 924 922 920 928 926 924 922 928 926 922 - = = MIN .ffilifi IIIIIIMPOMI mm NOM iiiillindbilla Ilrit71 •111•111111•11•1 annamminrum RUM MINN IILIMMI NIIIIKEIIIMMI•1•11101111111•11M MEN = 1•1111•11111111• NMI ■■1E1■■ T ■!l1 MEW 1!■*Ni�. l sommummalmi ■■I�i■ ■�#.'3iilii� ■ ■I ' '-.. 1■■ C: .I ■ice .raii ■■I 1■■ ■! ■�■i ■� ■■■ MI■ I: i i ■I ■� ■1 ■� ■ ■■ Ali ■■! 11•1111111FM111111111111111111111111111111111111111111111111KINIMMINI 1 11117101M111111110.1111 ■■1111.11M1121111111 ■! ■I4 ■■ ■_■ ■ ■_ 11141!I■■1_ ■SJ!!�l1� ■■11111111■ Isis ii■■■Rwrimwtoram ;Iiii IMI IILICLEMI= mom mom■ ■i �l�� ■ ■ ■ifi1 ■{ 924 111111101ffill E ■■1_� •11111•1■■■111W� ■ ■� 111111•11N01111111 MN I ■!■ MN 11111MaicIMI I Ell �■ 922 ■1111 "a11■ 11111111111111111111111•1•111 Maki ��'�►+ier ■� /�i ■1!11_____ III ■%� 111�"1 ■. � � ■w _ •�■■■■ 1II �� -- _ ■,.. 920 ■ III ^' ■ �� ■ , ■III ■ Midi 111 ■III1__ ____ ■``i1 ■ ____ ■1111__ ____ ■;1! ■ ____ P -- 920 ��t_ ■�� 9 ®�'� If 1ii11i��- 1111111111111111•111•IIMPirMr111111•11111 - � Warn= - -- - - -••11a41 LLIA•1 932 930 928 926 924 922 920 WM. MUM MNIIIMMIN IlluI MS, 1,11111111 r1a■■1iromm■rbaa■■ MIMI ■ ■ ■ ■ ■ 11•11111■•1111111 ■I■ ■■■ 1111111•11■■1111 ■! ■ ® ■■ ■ ® -1■__ �1 ■1418 tip ■iii 1■WM IN NMI MEC UINIZEIIMIII=11111•11 il'iibir ■■E �lid= 1 IIl_ Mil • - 1 1 41 1 11 111 " 1 =1 iff rmam illi ant 932 930 928 926 928 926 924 922 932 930 928 LISIMIMI i■1■ � . ■ uI,I5 II. r ■■■ranl�■ .iIiiIIIII •■■�� !■IIII ■ ia PM o 0 ox 1111111111111111 i 1 ■ -- MN III ..___ _=1" muzirmimmiirimmulms= ---- 0 =OE rrm■ { ■■re�ai■■1r�� r2m= Ma _L � � 1111KU ��_W �■■11 MMI ■11111- ■ 111■- _ 111-__1•11•111111111111 ■1 ■1M•1■■ ■111111111111111111■1•1111111111•1• 1111111•11•11•1■ I_uI _ a■ - 1_ -- ■ 11111111111iiiiiiill• NWININ•111•111INIEMIMI•1•111111111= _ANN ■IIiii■■:=■ NIMILU NIIIII1■ U©!.%1 ■■■11■ 01111111111111M11114=41111■Ipi■m; 111141:411111111111111■11111PMW _ . Er 1 27" RCP v U.bU/S 111 _iii.,.: IIIIIIIII w � . 1ST STREET NORTH _ _ CONCRETE . 936 4 • , LEGEND 177 ; NEW CONCRETE • , • DWY /WALK BITUMINOS PATCH B618 CURB & GUTTER SOIL BORING LEGEND SW= WELL GRADED SAND/GRAVELLY SAND SP = POORLY GRADED SAND/GRAVELLY SAND SM = SILTY SAND/SAND-SLIM SC = CLAYEY SAND/SAND -CLAY MIX ML = INORGANIC SILT/FINE SAND/ROCK FLOUR/SILTY SAND ETC. #100 1:40 TAPER • #44, 46 o• N 149268.103 E 490134.956 END CONSTRUCTION . STA. 113 +00 10 + 8M= 932.14 TOP NUT HYD NE COR 1ST ST. N. & lTTH AVE. N. 934 918 112 +00 113 +00 daveku 12.48156 AM 02/!2/04 hs\ hopk \t1621260 \pIon,21260etm3.dgn 20 2 HOR10VERT SCA FEET t HEREer cERrIFY txAr rats PLAx, sPECtFtc oR REPDR RAS PREPARED Bi NE OR UNDER MT OIREi'i SIP ERYISI011 AND SHAT I AM A DULY LICENSED PROFESSIONAL E NGINEER UNDER THE lA1R OF i1R: STATE tM' MifAlE50TA. MARCUS A. THOMAS, P.E. LIG 26499 OAIE r mlom 009 vim OPK MAT /11\ BC)1_'T'CCN 8• MEN K , IN C CONSULTING ENGINEERS & SURVEYORS MANRATO, MN FAIRMONT, MN SLEEPY ETE, MN ■FtLMAR.MN BURNSYILLE, MN CHASKA, MN AMES, IA LIBERTY, MO ML ATE CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS STREET & STORM SEWER CONSTRUCTION PLAN & PROFILE SHEET 12 25 • • 928 926 . 924 922 928 . 926 t _... 924 . 70 60 50 40 30 20 • 70 60 50 • • • • 40 30 Ht \HOPNVT621260,,o,sDOTOOT dwq 02- 12 -2ADa i?:OH mm 5 0 5 2 0 2 SCALE FEET SCALE FEET 10 I MEW CERTIFY link THS MN. SPEL3SATION. CO WOK WAS PAWNED Et HE ON !HOER w OVER summon AND THAT I AY A NWT UMW/ PROFESSIONAL MOM MIER THE LAWS OF 1HE ME OF IH NEIOIA. MARCUS A. THOMAS, P.L AD< R N EXISTING E = 924.63_. DESIGN EL = 924.63 VF = 0 9(CY)• VC = 141.54 (CY) BEGIN COMSTRUGTION 100.85 • EXISTING E. = 925117 DESIGN = 925.17 0 33 (CY) 2174 CY VF = VC = ( ). .j - 20 10 MORD 10 20 30 40 50 • 60 70 _ •ry R/W A E L - r N1 MIlNNK. INC CONSULTING ENGINEERS 4 SURVEYORS MARKAIR MN rAMmORL MR MEM ETL ION NIUMARMM mur. um CHA x& MN Nam IA mom WO TRt OR • • • 7 10 20 30 40 5>D 60 , .. ....._'...928. _ .....4. CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS . 924. . ..4._922• •4 70 SHEET 13 OF 25 • • 926.. 924 922. . .920 - 926 ... 924_ .. 922 920. 70 6D 50 40 3D 20 • 70 60 50 - • • • • Rm 40 30 .101 58 rt\NOnc\na212so1EPV.00xoo1 aro 02- 12-20D4 1.57 sn S 0 5 2 2 0„ . SCALE FEET SCALE FEET 10 20 10 PRINTED NAME HERE •m a wtc 2' PMM v _... >... �. EXISTIN G E = 924<79 DESIGN EL. = 924.68 EXISTING Eli. = 924:35 DESIGN EL = 924.56 VF = 0.00 (CY) VC = 0 00 (CY) . • I HEIIEBit wart nya nos elm. smanamm. C. WPM oes.... 12=M ME 547 waw1m 2Z 10 20 30 40 50 60 70 10 R/1 20 30 BOt�'T�N & PA M 11.6.. IN= CONSULTN+O oi6MEERS & SURVEYORS MANICA10. MN MOWN, MN WEEPY EYE. MM IRUIMaIII IIMITAI E MN CHASK . MN P E6. IA LIBERTY. MO • • • • 40 50 - 60 70 CITY OF HOPKINS, MINNESOTA 2004 STREET A140 UTIUTY IMPROVEMENTS CROSS SECTIONS ...._926 924 . : .922 ..926 } ..924 922 ..920 SHEET 14 13 25 • • • 932 930 928 .932 930 928 926. . . 928 926 924 70 60 50 40 30 20 10 3. R. R/K - Ht WOWC‘TTS21260,EP\req.= e.. 02 -11 -2004 &SO O. 5 H ORIZ. I VERT 0 2 0 2 SCALE FEET SCALE FEET 2 T LONEC► CERTIFY THAT DRS PLAN. sricro HTCEH. OR REPORT WS MEMO VT ME OR LARGER WE OWE= SUPERMEN. AND TENT 1 AN A MX MEN= Pte. ENGINEER UNDER THE EARS Of THE ME Of MUWESETA PRINTED NAME HERE ae In MS 102H-75 - EXISTING E = 930 ;71 DESIGN ELI = 930.03 VF = 0 0 (CY) VC = 5 .70 (CY) EXISTING E = 928;42 DESIGN EL = 927.75 VF 0300 (CY) - VC = 173 (CY) - «m •...,. , t ... -.... 102ff00._.a. I EXISTING E = 926,77 DESIGN ELI = 926.15 - VP = 0 0 (CY) = y VC = 3 .94 (CY) 70 60 50 40 30 20 - 10 c. MOM 10 20 30 40 9.1% J R/W R/W RJM 10 20 30 40 50 60 - 70 1\ IEIOL.T 8. MEmNK, 1NC CONSULTING ENGINEERS & SURVEYORS WtIKA1D WI 'Amon MM SWEPT El'E. UN VILWARAN OUANS1E11E. EOE a CHASRA ME NNE% M MKTG YO TKY _932 EsA 5U 60 70 v.. 926. . . ;. 928 x 926 924 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTIUTY IMPROVEMENTS CROSS SECTIONS 1 928 m..932 ' 928 15 OF 25 • • 936 _ 934 932 . .936 .... . <. y . 934 . 932 . . .934 932 . 930 70 60 50 40 30 20 • • • 70 60 50 40 2X • • • • • p.,00PR\7162.soN.Epsrc004001 dray 02 -11 -2004 R/Y p.n 5 0 5 2 0 2 VERT. scuE FEer HORIZ. sca.>: FEET 10 EXISTING E = 933.04 DESIGN EL = 933.00 VF = a 00 (co • vc = 25.29 (CY) • • • • VF =O 8 (CY) VC = 1 .21 (CY) EXISTING EL = 932:25 • - DESIGN EL1-=• 932.52 • - • - . - - 20th AVE. N:IINTERSECTION 103+!15.61 3U 20 10 I HER131 CERIVI »1v The PUN. sPEOitGTON. OR 1.70111 103 PRIMED 4f ME OR UNDER M1 ONE= SUMMON ARM DOT I MI A OOC7 UCEN3E0 PNO1ES fM. AI0MEO1 OHOER nE Ins or TH[ saw Or MslElOOI PRINTED NAME HERE ti11. .II OAR EXISTING E _ = 931 78 DESIGN EL = 931.43 VF = 0,00 (CY) ...VC = - 0.00 C .. - _.. - - --- 10 20 30 40 10 20 - 0 30 I\ 131=21 —TCDN 8 ISII BNK, 1NC CONSULTING ENGINEERS & SURVEYORS WARM MN FAl ii. MM SUM EYE 1. MUMARJN slime V ur. MN amsick UN A1F$ IA NOERTY 1M • <• 40 50 50 60 60 i - • • • • • • 70 . __.. 936 - . _. 934 932 70 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS 934. .... .932. • 934. .932 930 SHEET 16 oF 25 • • • 936,_ 934 932 .• _. 936 . . 934 932 934 932 70 6O 50 40 30 20 10 « fi 3 t 936 . f,.{ « .> . 70 60 50 40 R R • • • • R/W 30 Fe \HOP.\T6212iD1EPVcOOSODI dr. 62- 17 —.04 Rm 47 100 5 0 5 2 0 2 NORM InieiESi 'mu. Meiniiiiii SCALE FEET SCALE FEET • 20 VF = 0 0 (CY) • vc = 2 .01 (CY)' EXISTING E DESIGN EL 1 RESEW COMFY VW Aes PIAN. sroany nRt OR WOW WAS PREPARED 9f WE OR OMER 11'F DART SUPONISON ASO Apt 1 AM A ISM LICENSED PIIOFEssoomL ENCRIEER woo - at 11RFS OF At SIAM OF MRRtlODI PRINTED NAME HERE rn eaa = 933.31 = 933.37 EXISTING E = 933445 DESIGN = 933.45 - VF = . 0kl0 (CY) VC = 0 00 (CY) 1044-75 EXISTING E = 933.38 DESIGN ELI = 933.42 . VF =100 ( - .... VC = .14 (CY) • 10 10 20 30 RJW R/W R/W . ... r i. • .. r •rr • rr . • 50 60 70 •fi • .__936 ••. r .936 • • • • • • • • fi fi .. ._... ...... .• •... •• 936 • . « 934 4 _ Y .. ` 932 10 20 30 40 50 60 70 IA Esacin —r t%l $. MBiV K, INC CONSUL11 NC ENGINEERS & SURVEYORS rMIKA1Q MN WNW. WI SLEEPY EYE. MN 1RLIMARJNN BURNSVIUF, MN CHASKA. MN AWES. 1A MM. MO CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTIUTY IMPROVEMENTS CROSS SECTIONS 934 932 .t .934 •932 SHEET 17 DF 25 • 934 _932 . 70 60 50 40 30 20 10 930 :.. 936 934 ....._ 932, 936 ... .934 _ . 932 . • 70 60 • • • • • • • 2% 50 40 30 .NoomR \nemzeo \EPVe00EOM d.ro o2 -11 -2004 R4s Mn 5 0 5 2 0 2 HORIZ, VERRr. SCALE FEET SCALE FEET 1 MEV COMFY vocr MR DEAN SPEEMIATEIN. oR MEPORE WAS PREPARED m ME DR UM= Mt MEET SOPEAVDON AND MAT I AM A DULY ER: E. PROPESAwu_ EM MEN MEM THE LABS or THE SM1E Of MMNESDOI PRINTED NAME HERE am d DAM 20 10 19th AVE. N. 1INTERSECTIOIV 106+ 5.25 EXISTING E DESIGN EL = 931.95 N VF= 0100 (CY)• VC = O 00 (CY) EXISTING EI. = 932:37 • DESIGN EL = 932.58 VF = 0 66 (CY) VC = 1 99 (CY) . = EXISTING EI} = 932.97 DESIGN EL = 933.15 VF = 0,08 (CY) • VC = 21.33 (CY) • MOM 0.52% - 0% . 10 K «S 20 30 R/W • «.. « «. • ; ... ... «. «: 934 10 20 30 40 50 60 70 E L."T =4.4 a M =N 1NC CONSULTING ENGINEERS & SURVEYORS MANKATO. MM FARMONT. MN MED, EVE, MN MAAR.MN WORNSMEtE FiN CHANCA. MN AM u MEATY. MO NW 40 50 . Dq[ • • • • • • 932 60 70 ° .934„ 932 :.w93O fi . t 936 • « _936 1 . ....................... «.. 934. .932 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS SHEET 18 25 • • 934 . 932 930. 936 . 934._ . 932 .. 930 930 70 60 50 70 40 30 20 10 10 20 30 R/w R/W RP/ • 4 1. \1404.x\1111 2 1211 0 \13,.007001... 02 -11 -2004 & fS Vin 5 0 5 2 0 2 SCALE FEET SCALE FEET 60 50 40 30 20 10 HERON' wart 11M1 1146 4w1• SfELIFIMO 1. OR REPORT T iM PREPARED aA ME uCE OR UNOER DIRECT D PROFESSIONAL E 114E tAWS Of mt STATE Of uve4o411A PRINTED NAME HERE Imam w= EXISTING EI = 930.60 DESIGN ELI 930.46 VF 012(CY) VC = 2 .91 (CY) . . _ .. 107 51. . 29: • 2r: EXISTING E = 930.91 DESIGN EU = 930.83 VF _ 0108 (CY) VC - 30.02 (CY); EXISTING E - 931 55 DESIGN ELI = 931.44 - . VF 2 2 {CY) . VC = 6 .91 (CY) • • WWww R/_.._ .. R/W 10 20 30 40 5b 60 70 m^A.'7 V=4 ME NI K.. 1■ CONSULTING ENGINEERS a SURVEYORS NANKAI% NN FAIRMONT. MN SLEEPY DT. MN MEiMMJ1p BUMS us. W! a.m. YN M.S. N WERTZ M0 40 50 60 44r • • • • • • • • 70 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS 930 936 _r i .i.934 _.t... ..:.932. .930 . ... 4. 936 934 .. 932 _ .930 SHE 19 OF 25 • • 934. . 932 .... 930.. _. 928 .. 932 ... _ .. ..•.• • 930. . 932 930 928 70 60 50 40 70 60 50 928 . .. _ . r . . . • • • • • 4D • • • • 30 R/W R/W • • • • 30 It\HO \n621260\E oz - ii - zoos *44 vm 5 0 5 2 0 2 HORIZ VERT. SCALE FEET SCALE FEET 2D 10 EXISTING EIS = 929,45 DESIGN ELI = 929.15 VF = 0 (CY) . VC = 29.90 (CY) • . ..< 10811-25 EXISTING E = 929.77 DESIGN EL = 929.52 =. — VF 000 (CY)' • "' • — VC = 4 .00 (CY) • 10 I N]RERY CERIMY,WR THIS FRAM. SPECRIMON, OR REPORT WAS PREPARE)) Of ME OR WWI MY VDREG SUPER SIGN A O TINT I AM A CULT LICENSED PROFESSORA1 ENGINEER OMER THE LABS OF THE STAN OF NeeR/30TA. PRINTED NAME HERE ut MYa 047[ EXISTING E ="93027 DESIGN = 930.05 VF = 0 (CY) - - , • a VC = 3122 (CY) 10 20 30 40 50 60 70 5.0% ilk BOLTON 8s MEMK, INC CONSULTING ENGINEERS & SURVEYORS MANKATO, IRA r KNTI: OBI SLEEPY ENE, MN WOMAN. EUNNSVRIL MN CHASKA. MN AWL U4 MM. MO ■n as • • • • • • • • • • • • • • • • • 10 20 30 40 50 60 '_. 70 w _! _ 934_ _.. 932_ 930 . Y 928 .932 930 . .928 �. �. .932. 930 Y v , • 928 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTIUTY IMPROVEMENTS CROSS SECTIONS SHEET 20 t1F 25 • • 932 930 . 928. 926 932 .. 930 928. 70 60 50 40 30 20 10 k r• R)w Rfb \HOPR,711121260,EPVMOROM dim 02 - 11 - 2004 42 Pm 5 0 5 2 0 2 SCALE FEET SCALE FEET I HOMY WIRY TENT ORS PLN1. SPECIFICAMPL OP REPORT WAS PREPARED DV ME OR UNDER MY DIRECT SUMMON AND MT 1 AN A DOLT LICENSED PROFES IOM. ENGINEER UNDER lit LAWS OF 7HE STALE OF MNNEMA. PRINTED NAME HERE Rd NIL M7t EXISTING E _ = 928.71 DESIGN El = 928.1 VF = 0.00 (CY) . VC - .4ta51 • •• ... ...... ...«,.. •.• EXISTING E = 929.05 DESIGN -EE = 928.58 « VF = 0.0(CY) VC = 49.01 (CY) . 1R5011130 mune 10 20 30 40 50 60 70 Riff E _ L T C : M N 4 ' 1 P 4 . PG, IN CONSU1.11N0 ENGINEERS & SURVEYORS MAMKA10. MN FAIRMONT. UN SLEEPY EYE, MM IMIJINNUNI IMIR MU$ uN CMA9CA. MM APES. N1 MEATY. NO RIP 70 60 50 40 . 30 20 10 10 20 30 40 50 60 70 i 4• d 926 « < 932. �..... '.930 } 928 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS «. .932 ,. 930 .i .928. StIEET 21 OF 25 _930 38 :1 92 926 70 60 50 40 30 20 10 932 930 . • 928_ - .. 926 932 . 930...•_ 928 926 . VbON\ns27200 \EP\rc010001 440 02-11 -2004 IA 30 140 5 0 5 HoaIZ. • • • • • •..- VERL W SCPLE FEET R/W 70 60 50 40 30 20 PRINTED NAME HERE _.m a 18th AVE -1\1; 'INTERSECTION --- e.a fi- • ,. WAS PREPARED Wt WE ON mut in omtcr SUPRIVISON AND DDT 1 AN A OULT ucensw PROFESSIONAL MOWED UNDER nE LAWS OF ME SWIM OF 1122I:5171A. 109+ 4.83 EXISTING __ Et = 927,96 lo DESIGN EL = 927.63 VF = 0 0 (CY) ._ VC = o oo (CY) : • 10 EXiS11NG E = 928.21 DESIGN EL - 927.45 ... • VF = © (CY) :, • --- - - VC = 4 .25 (CY) • ..._. .109N -25_ :..._..- 2% ; i i. 14� _ EXISTING E = 928.43 - DESIGN EL s 927.65 C=5 8 10 20 ' 30 40 50 60 70 R/w RJN EBOL:TPCDNI $. MEAN 11°C. . INC CONSULTING ENGINEERS SURVEYORS I M MO. TIN EAMON. NN WEEPY EYE. YR IrLLYMIJN elR NSVLIC MM CHASKA. MI M ES. IA UMW. NO • 928 _ • • • • • fi CROSS SECTIONS } 10 20 30 40 50 60 70 CITY OF HOPKINS, MINNESOTA 2004 STREET NV UTILITY IMPROVEMENTS 926 •• • 932 t 930 • .• 928. _ . 926 • i • A_ .. _••._ _ - _ .. « «« . _« ... «« ! -.._.« «. «...fi 932.. • • ..fi «,..« ......... • ........... .....,• ... «.:.930 928 926 SHEET 22 OF 25 • •1 932 , .. .930.... 928 924 . 932 .930 . 928 . 926 70 60 50 40 30 20 10 70 60 • • • • • R/IN R/W • It \NWPK\T11t4R260\EP\R0R1001-ele0 04 -11 -4004 R1. on+ 5 0 5 2 0 2 NoaiZ VER . SCALE FEEL SCALE FEET • THEREIN CERTIFY Tiff EH. NAK SPECIFICVION. OR REPORT MR PREPARED Qf WE OR UNDER YT ORECi SUPERYRSION AND THAT 1 AM 4 DULY LICENSED PIbTES II. ENGINEER URRER THE TARS OF THE STATE OF wIRNESOnI PRINTED NAME HERE SOL OWL RNrtg 50 40 30 20 10 q. EXISTING E = 928.37 DESIGN EL = 928.30 VF = 0 20 (CY) • VC = 1 93 (CY) 1 110.89 EXISTING L = 928:31 • DESIGN EL = 928.23 VC - 11.97 ( (C Y ) • EXISTING E!� = 928,16 DESIGN EL = 927.98 VF = 0 (CY) ? . VG = 15.92 (GYM MEMO OPPIMI 10 20 • 10 20 30 BOI..'I'COIV $' MEN K. HNC CONSULTING ENGINEERS & SURVEYORS ItAR KAt01. 1RN FAIRMONT. UN WEEPY EYE. ARI VIELEYARJA1 • ' BURNSVILLE, MIR CHA KA. UN AV M 1EP9[ft NMO Pre • 40 5U 60 <. t 70 40 50 6P 70 . .,_930_ • . 928. . 932. 930 928_ .926 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS 23 SHEET 22 24 • • • 930 �. 928.. 926 932 . 930. ... 928 , .. 70 60 50 • • • • • • • • • 40 R 30 R � RJM 4 tl,1WPK,7is21SBO,1P,re012ooR.m.e 02 -11 -2004 czs wt. 5 0 5 2 0 2 HORIL VERT. SCALE FEET SGtE FEET 20 27 E _ «t . ..,« 411 65 «.. MATCH EXISTING 27: • • • I HDlart C/111FIr MU IWO rum. aPONT. 11ION. 01 !crow IRS rREPARD Of Mc OR UNDER Mr OK. SUMMON /MO Wilt M IA. a A s lt1E S11112 OF MINIE20 191111121 UNDER PRINTED NAME HERE MIL RI as • EXISTING EL = 928.93 DESIGN EL 928.93 VF = 075 (CY) VC = 4 .51 (CY) MATCH EXISTING EXISTING E = 928,71 DESIGN = 928.71 VF = 0 00 (CY) V 0 (cY) EXISTING E = 928,49 DESIGN EL a 928.48 VF = 064 (CY)'. VC= 2.62(CY) » MEMO 10 20 30 40 50 60 70 R/y RAY 70 60 50 40 30 20 10 10 20 30 EEP=NIZTV: "I $• IN/MN K. INC CONSULIINO ENGINEERS & SURVEYORS MANKATQ WI FARW)IT. WI II WY Of. MN MLLMARJM 61pp14MJL UN CHM.. ITN No= IA lN1ER?Y. MD atv • • • • • • • • • • • • 4 • • • .. . ...« ..... «926 • • • • • • • • • • .930 ....928 40 50 6D 70 • • • • 926 .930 928 CITY OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS . 932 _..... «... 930. 928. SHEET 24 OF 25 932 930 928 , 932. . 930 . 928.. . . .930..- 928 .. 926 70 60 50 40 i•• 70 60 50 40 30 ,RAVE . .R1N ._ . o ... 30 _ 20 10 OX .1. 20 10 zs� c. END CONSTRUCTION y 113 00 5 EXISTING = DESIGN EL 4 = 929.57 VF = 1 S (CY) A . VC = 2 .39 (CY) 112 +75 EXISTING E = 929:41 DESIGN = 929.41 VC Q 2 b. 9 ((CY • EXISTING EL = 929.15 DESIGN EL = 929.15 VF = 0 61 (CY) • VC = 31.19 (CY) 10 20 30 40 50 60 70 10 20 30 40 50 ...: _... ._930 _.. .,.f....��......�.._...j......_ ^. .928 60 70 .932 930 i 928 . .930 928 • 926 1t\HOP1,11021200\MN/e0130M dwe 02 -11 -2004 a.. one 5 0 5 2 0 2 HORIZ. E5Winiiel VERr SCALE FEET SCALE FEET 1 HEREIN cum our ow /TAM SPEI IONIION. OR REPORT VAS PREPARED n rE OR NI RER NY orast SUPERAGON AND THAT 1 AY A ONLY LICENSED FROMM . ENGINEER OMER THE LANS of DIE sTATE OF WMRlOTA. PRINTED NAME HERE MIL w duc E-i I.F t%I N1SEN IN CONSULTING ENGINEERS SURVEYORS MMKATO, MN FAEani% MN SLEEPY EYE. MN YMUMMAEN MUItrt4NLLE. UN CHASKA, MN AM S. IA LIBERTY: MO CI1Y OF HOPKINS, MINNESOTA 2004 STREET AND UTILITY IMPROVEMENTS CROSS SECTIONS 25 SHEET OF 25 ENGINEER'S ESTIMATE 2004 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. 03 -10 BMI PROJECT NO. T16.21260 E \Protects \P03.1013 - planning \BMI 02.12.04 \(engestmod2 xls]ENGINEERS ESTIMATE PAGE 1 Total Construction Cost $214,541.00 $229,576.80 $34,825.00 $478,942.80 PLAN QUANTITIES ITEM NO MNDOT SPEC NO, ITEM UNIT UNIT PRICE COST TOTAL QUANTITY TOTAL COST STREET STORM SEWER SAN. / WMN. 1 2021.501 MOBILIZATION LUMP SUM $20,000.00 $10,000.00 $10,000.00 1 $20,000.00 2 2101.502 CLEAR AND GRUB TREE (28 "- 40" DIA) (1)(2) TREE $850.00 $1,700.00 2 $1,700.00 3 2101.602 ROOT CUTTING (1)(2) TREE $150.00 $450 00 3 $450.00 4 2104.501 REMOVE CURB AND GUTTER (4)(9) LIN FT $3.50 $10,395.00 2970 $10,395 00 5 2104,501 REMOVE SEWER PIPE (STORM) LIN FT $11.00 $15,928.00 1448 $15,928,00 6 2104 501 REMOVE WATERMAIN (1)(2) LIN FT $10.00 $1,600.00 160 $1,600 00 7 2104.501 REMOVE SEWER PIPE (SANITARY) (1)(2) LIN FT $10.00 $400 00 40 $400.00 8 2104.505 REMOVE CONCRETE PAVEMENT - DRIVEWAY / ALLEY / WALK (1)(2) SQ YD $9.00 $1,800.00 200 $1,800,00 9 2104.505 REMOVE BITUMINOUS PAVEMENT- DRIVEWAY (1)(2)(4) SQ YD $5.00 $750 00 150 $750.00 10 2104,507 REMOVE CONCRETE SPILLWAY LUMP SUM $400.00 $400 00 1 $400.00 11 2104.509 REMOVE CTURE - _ ' " ' $300.00 $5,400,00 18 $5,400.00 12 2104.509 REMOVE RDRAINAGE PRON (4) EACH $175.00 $175 00 1 $175 00 13 2104 509 REMOVE CASTING EACH $125.00 $2,250 00 18 $2,250.00 14 2104.509 REMOVE HYDRANT EACH $300 00 $900.00 3 $900.00 15 2104.511 SAWING CONCRETE PAVEMENT (FULL DEPTH) (1)(2)(4) LIN FT $7.00 $1,400.00 200 $1,400.00 16 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) (1)(2)(4) LIN FT $5 00 $2,000 00 400 $2,000 00 17 2105 501 COMMON EXCAVATION (EV)(P) CU YD $15.00 $14,250.00 950 $14,250 00 18 2105 507 SUBGRADE EXCAVATION (EV)(1)(2) CU YD $15.00 $6,000.00 400 $6,000.00 19 2105.522 SELECT GRANULAR BORROW (CV)(1)(2) CU YD $12.00 $4,800.00 400 $4,800 00 ' 20 2105.525 TOPSOIL BORROW (CV)(1)(2) CU YD $16.00 $9,920.00 620 $9,920.00 21 2105.604 GEOTEXTILE FABRIC (TYPE V) (1)(2) SQ YD $2.00 $20.00 10 $20.00 22 2105610 EXPLORATORY EXCAVATION (1)(2) HR $300.00 $1,200 00 4 $1,200.00 23 2211,503 AGGREGATE BASE CLASS 5- STREETS (Cv)(5) CU YD $23.00 $21,850.00 950 $21,850 00 24 2232 501 MILL BITUMINOUS PAVEMENT - STREETS (FULL DEPTH) SQ YD $3.00 $13,740.00 4580 $13,740.00 25 2350.501 BITUMINOUS WEAR COURSE- 3" DRIVEWAYS (LV4) (1)(2)(3)(5) SQ YD $40.00 $4,800 00 120 $4,800.00 26 2350 501 BITUMINOUS WEAR COURSE- STREETS (LV4) (4) TON $38.00 $15,960.00 420 $15,960.00 27 2350.502 BITUMINOUS NON -WEAR COURSE- STREETS (LV3) TON $36.00 $20,160.00 560 $20,160.00 28 2350.505 BITUMINOUS MATERIAL FOR TACK COAT GAL $2.50 $650.00 260 $650.00 29 2411.604 MODULAR BLOCK RETAINING WALL SQ FT $20.00 $7,400 00 370 $7,400.00 30 2501.515 36" RC PIPE APRON WITH TRASH GUARD (8) EACH $1,600 00 $1,600 00 1 $1,600 00 31 2503.521 36" EQ. RCA PIPE SEWER CL III DESIGN 3006 (STORM) (8) LIN FT $120.00 $6,120 00 51 $6,120.00 32 2503,602 CONNECT TO EXISTING STORM SEWER (7) EACH $550.00 $1,650.00 3 $1,650 00 33 2503.602 CONNECT TO EXISTING SANITARY SEWER (7) LIN FT $400,00 $1,600.00 4 $1,600 00 34 2503.603 8" DUCTILE IRON PIPE SEWER CL 52 (1)(2)(8) LIN FT $35.00 $1,400 00 40 $1,400.00 35 2503.608 WATERMAIN FITTINGS (1)(2) LBS $3.00 $3,375.00 1125 $3,375 00 36 2504.541 12" RC PIPE SEWER CL V DESIGN 3006 (STORM) (8) LIN FT $40.00 $15,440.00 386 $15,440 00 37 2504.541 15" RC PIPE SEWER CL V DESIGN 3006 (STORM) (8) LIN FT $50.00 $4,900.00 98 $4,900.00 38 2504.541 18" RC PIPE SEWER CL III DESIGN 3006 (STORM) (8) LIN FT $60.00 $1,920.00 32 $1,920.00 39 2504.541 27" RC PIPE SEWER CL III DESIGN 3006 (STORM) (8) LIN FT $70.00 $5,250.00 75 $5,250.00 40 2504.541 36" RC PIPE SEWER CL III DESIGN 3006 (STORM) (8) LIN FT $80.00 $66,560 00 832 $66,560 00 41 2504.602 CONNECT TO EXISTING WATERMAIN (7) EACH $500.00 $3,000.00 6 $3,000.00 42 2504.602 HYDRANT EACH $2,500 00 $7,500 00 3 $7,500 00 43 2504.602 GATE VALVE AND BOX (6 ") (10) EACH $750.00 $4,500.00 6 $4,500.00 44 2504.602 ADJUST CURB STOP BOX (1)(2) EACH $250.00 $3,250 00 13 $3,250 00 5 2504.602 SALVAGE SPRINKLER HEAD (1)(2) EACH $100 00 $1,000 00 10 $1,000,00 46 2504.602 INSTALL SPRINKLER HEAD (1)(2) EACH $100,00 $1,000.00 ` 10 $1,000.00 47 2504.603 6" WATERMAIN DUCTILE IRON CL 52 (1)(2)(8) LIN FT $30 00 $4,800.00 160 $4,800.00 48 2504.604 4" POLYSTYRENE INSULATION (1)(2) SQ FT $3 00 $1,056.00 352 $1,056 00 49 2506.502 CONST DRAINAGE STRUCTURE DES 48 -4022 (6) VERT FT $400.00 $8,596.00 21 49 $8,596.00 50 2506 502 CONST DRAINAGE STRUCTURE DES 48 -4024 (6) VERT FT $400.00 $1,620 00 4.05 $1,620.00 51 2506.502 CONST DRAINAGE STRUCTURE DES 54 -4024 (6) VERT FT $650 00 $2,613 00 4.02 $2,613.00 52 2508.502 CONST DRAINAGE STRUCTURE DES 60 -4020 (6) VERT FT $720.00 $13,212 00 18.35 $13,212 00 53 2506.502 CONST DRAINAGE STRUCTURE DES 60 -4024 (6) VERT FT $720.00 $13,852 80 19.24 $13,852.80 54 2506.502 CONST DRAINAGE STRUCTURE DES 66-4020 (6) VERT FT $950.00 $21,033.00 22 14 $21,033.00 55 2506.502 CONST DRAINAGE STRUCTURE DES 66 -4024 (6) VERT FT $950.00 $8,322 00 8.76 $8,322.00 56 2506.502 CONST DRAINAGE STRUCTURE DES 4021F EACH $2,500.00 $5,000.00 2 $5,000.00 57 2506.502 CONST DRAINAGE STRUCTURE SPILLWAY (3)(5) LUMP SUM $1,500.00 $1,500 00 1 $1,500.00 58 2506.502 CONST DRAINAGE STRUCTURE DES SD -1 EACH $725.00 $6,525 00 9 $6,525.00 59 2506.511 REHABILITATE SANITARY /STORM STRUCTURE (1)(2) VERT FT $300 00 $1,800 00 6 $1,800.00 60 2506 516 CATCH BASIN CASTING ASSEMBLY R -3067 (STORM SEWER) EACH $350.00 $5,600 00 16 $5,600.00 61 2506.516 CATCH BASIN CASTING ASSEMBLY R -3067C (STORM SEWER) EACH $320.00 $320 00 1 $320.00 62 2506.516 MANHOLE CASTING ASSEMBLY R -1733 (STORM SEWER) EACH $300.00 $1,500.00 5 $1,500.00 63 2506.516 MANHOLE CASTING ASSEMBLY R- 1733 -1 (STORM SEWER) EACH $280.00 $840.00 3 $840.00 64 2506.522 ADJUST FRAME AND RING CASTING EACH $300 00 $300 00 1 $300.00 65 2506 602 RECONSTRUCT SANITARY MANHOLE (1)(2)(11) VERT FT $200 00 $400.00 2 $400.00 66 2511.501 RANDOM RIPRAP CL IV (1)(2) CU YD $50.00 $750 00 15 $750.00 67 2521 501 4" CONCRETE WALK (1)(2)(3)(5) SQ FT $3.50 $875.00 250 $875.00 68 2531.501 CONCRETE CURB AND GUTTER DESIGN B618 LIN FT $10.00 $29,200.00 2920 $29,200.00 69 2531.501 CONCRET CURB AND GUTTER DESIGN B618 - SPECIAL (4) LIN FT $50 00 $2,500.00 50 $2,500.00 70 2531.507 8" CONCRETE PAVEMENT (ALLEYS /DRIVEWAYS) (1)(2)(3)(5) SQ YD $55 00 $9,075.00 165 $9,075.00 71 2563.601 TRAFFIC CONTROL LUMP SUM $3,500.00 $1,750.00 $1,750 00 1 $3,500.00 72 2564 603 4" BROKEN LINE YELLOW- EPDXY (1)(2) LIN FT $0.50 $150.00 300 $150.00 73 2564.618 ZEBRA CROSSWALK WHITE- EPDXY SQ FT $3.00 $660 00 220 $660.00 74 2571 502 DECIDUOUS TREE 2.5" CAL B &B (1)(2) TREE $450.00 $900.00 2 $900.00 75 2573.502 SILT FENCE TYPE HEAVY DUTY (1)(2) LIN FT $7.50 $900 00 120 $900.00 76 2573.602 INLET PROTECTION - FILTER AGGREGATE (1)(2) EACH $100.00 $1,900 00 19 $1,900.00 77 2575.505 SODDING TYPE LAWN (1)(2) SQ YD $3.50 $12,880.00 3680 $12,880.00 $400.00 78 2575.523 SEED, FERTILIZER, AND EROSION CONTROL MAT (1)(2) SQ YD $2.00 $400.00 200 ENGINEER'S ESTIMATE 2004 STREET AND UTILITY IMPROVEMENTS CITY OF HOPKINS, MN CITY PROJECT NO. 03 -10 BMI PROJECT NO. T16.21260 E \Protects \P03.1013 - planning \BMI 02.12.04 \(engestmod2 xls]ENGINEERS ESTIMATE PAGE 1 Total Construction Cost $214,541.00 $229,576.80 $34,825.00 $478,942.80 • • • CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2004 -009 RESOLUTION APPROVING PLANS AND SPECIFICATIONS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2002 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 03 -10 WHEREAS, pursuant to a resolution of the City Council adopted the 2nd day of December 2003, plans and specifications were developed for improvements on 1s Street North from 17 Avenue North to 21s Avenue North, (City Project No. 03 -10) including concrete curb and gutter installation, storm sewer replacement and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 03 -10 have been prepared by Bolton & Menk, Inc. and have been presented to Council for approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota: 1. Such plans and specification, a copy of which are attached hereto and made a part hereof; and hereby approved and ordered placed on file in the office of the City Clerk. 2. The City Clerk shall prepare and cause to be inserted in the official paper and in the Construction Bulletin an advertisement for bids upon the making of such improvement under such approved plans and specifications. The advertisement shall be published three times, at least three weeks before date set for bid opening, shall specify the work to be done, shall state that bids will be received by the clerk until 10:00 a.m., on the 24th day of March, 2004, at the City Hall and that no bids shall be considered unless sealed and filed with the clerk and accompanied by a certified check or bid bond, payable to the City of Hopkins, Minnesota for 5% of the amount of such bid. 3. The clerk and city engineer are hereby authorized and instructed to receive, open, and read aloud bids received at the time and place herein noted, and to tabulate the bids received. The Council will consider the bids and award of contract at the regular City Council meeting of June 1, 2004, in the Council Chambers. Adopted by the City Council of the City of Hopkins this 17 day of February 2004. ATTEST: Terry Obermaier, City Clerk By Eugene J. Maxwell, Mayor