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CR2012-136 2012 Street Improvements- Ca City of Hopkins November 20, 2012 Council Report 2012-136 APPROVE FINAL PLANS AND ORDER BIDS 2012 STREET AND UTILITY IMPROVEMENTS CITY PROJECT 2010-10 Proposed Action Staff recommends the following motion: "Move that Council adopt Amended Resolution 2012- 070, Ordering Public Improvement and Resolution 2012-090, Resolution Approving Construction Documents and Authorizing Advertisement for Bids; 2012 Street and Utility Improvements, City Project 2012-10." This action continues an assessable project for street upgrading. Overview At its September 18, 2012 Council Meeting, the Hopkins City Council conducted a public hearing concerning street and utility improvements in the South Presidential Neighborhood of Hopkins. Council authorized the project to proceed allowing the preparation of plans and specifications. The plans and specifications are substantially complete and staff now seeks final design approval and authorization to continue to the bidding phase of the project. The amended resolution is to correct clerical errors in the original resolution. Primary Issues to Consider ■ Scope of Improvements ■ Project Schedule ■ Estimated Costs and Funding Supporting Information ■ Project Plan Sheets ■ Amended Resolution 2012-070 ■ Resolution 2011-090 ejZfin R. Bradford, P.E. Financial Impact: $4.80M Budgeted: Y/N Yes Source: Special Assessments, PIR, Utility Related Documents (CIP, ERP, etc.): CIP and Engr's Estimate Notes: Council Report 2012-136 Page 2 City Engineer Analysis of Issues • Scope of Improvements This project includes the reconstruction of the following: • Monroe, Van Buren, and Harrison Avenues South from Excelsior Boulevard to 2nd Street South • Jackson Avenue South from Excelsior Boulevard to 1St Street South • Ist Street South from Monroe Avenue South to 300 ft east of Harrison Avenue South. • 2nd Street South form Monroe Avenue South to Harrison Avenue South • Trail replacement from Washington Avenue South to Harrison Avenue South • Trail repair from Harrison Avenue South to Blake Road • Water Tower Driveway • Water, Sanitary and Storm Sewer facilities The pavement condition index for most of the project area is below 40, which indicates failed pavement and warrants reconstruction. Proposed street improvements include full reconstruction with new curb and gutter throughout the project area. Proposed water main improvements include the removal and replacement of the main, valves and hydrants in the area. Additionally, all water services will be replaced from the main to the property line unless they are copper and less than 10 years old. We have included relocating the 16" trunk water main from the alley right of way east of Harrison Ave. S to Harrison Ave S itself. If we move forward with this item, the $100,000 cost differential between a standard 8" main and the 16" main would be borne by Blake School. Sanitary sewer improvements include the removal and replacement of the main, manholes and non -PVC service lines from the main to the property lines. Proposed storm sewer improvements include removal and replacement of the storm sewer main, adding new storm sewer and inlet structures to reduce water ponding in the street, and adding treatment to reduce sediment accumulation in the Harley Hopkins park area. Pedestrian facilities include removal and replacement of much of the existing sidewalk so that drainage improvements in boulevards and front yard can be accomplished. Improvements also include removing and replacing the trail along 2nd Street South and repairs to the trail south of Blake School. Additionally, new sidewalk is added on the south side of 1st Street South along the park and school project. The driveway leading up to the Water Tower will be reconstructed with a safer turn around area at the tower itself. Street signs will also be replaced in the project. Council Report 2012-136 Page 3 • Project Schedule November 20, 2012 Approve plans & Specifications, Authorize Bidding December 19, 2012 Bid Letting January 8, 2013 Present bids, Order Assessment Hearing February 5, 2013 Assessment Hearing, Adopt Assessment Role, Award Bid May -Oct. 2013 Construction • Estimated Costs and Funding The total project cost of this project based on the engineer's estimate is approximately $3,530,000. This includes overhead (engineering/administration) costs at 25% and a 10% contingency. There is considerable instability in the oil market and this could mean that bituminous prices and construction prices in general could go up unexpectedly. 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: Funding Source Estimated Allocation PIR $1.591,000 Sanitary Sewer Fund $615,000 Water Fund $1,017,000 Storm Sewer Fund $526,000 Special assessment $1,101,000 Total $4,850,000 The CIP budget for this project is $6,100,000. CITY OF HOPKINS Hennepin County, Minnesota AMENDED RESOLUTION NO. 2012-070 RESOLUTION ORDERING PUBLIC IMPROVEMENT, 2013 STREET IMPROVEMENT PROJECT, PROJECT NO. 2012-10 WHEREAS, a resolution of the City Council adopted the 21 n, day of August, 2012 fixed a date for a Council Hearing on the proposed street improvements to Monroe, Jackson, Van Buren and Harrison Avenues South; 1 s` and 2nd Streets South, and the trail along 2nd Street South between Washington and Harrison Avenues South, including asphalt roadway, concrete curb and gutter installation and water, sanitary and storm sewer improvements and all necessary appurtenances, and WHEREAS, the City Council deems it appropriate and expedient to make such improvements, and WHEREAS, ten days mailed notice and two weeks published notice of the hearing was given, and the hearing was held thereon on the 18`" day of September, 2012 at which all persons desiring to be heard were given an opportunity to be heard thereon. WHEREAS, Council Resolution 2012-070, as originally adopted, erroneously stated adoption dates of August 21, 2011, and January 17, 2012, instead of August 21, 2012, and September 18, 2012 for the Council Resolutions referenced therein. This Amended Resolution is adopted to correct those errors. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota: Such improvement is necessary, cost-effective, and feasible as detailed in the feasibility report. 2. Such improvement is hereby ordered as proposed in the Council Resolution adopted the 18`" day of September, 2012. The total estimated project cost is $4,914,000. 3. Bolton and Menk, Inc. is hereby designated as the engineer for this improvement. The engineer shall prepare plans and specifications for the making of such improvement. Originally adopted by the City Council of the City of Hopkins the 18"' day of September, 2012, and amended the 20`h day of November, 2012. Eugene J. Maxwell, Mayor ATTEST: Kristine A. Luedke, City Clerk CITY OF HOPKINS HENNEPIN COUNTY, MINNESOTA RESOLUTION NO. 2012-090 RESOLUTION APPROVING CONSTRUCTION DOCUMENTS AND AUTHORIZING ADVERTISEMENT FOR BIDS 2013 STREET AND UTILITY IMPROVEMENTS CITY PROJECT NO. 2012-10 WHEREAS, pursuant to a resolution of the City Council adopted the 18th day of September, 2012, construction documents were developed for improvements along Monroe, Jackson, Van Buren and Harrison Avenues South; 1St and 2nd Streets South, and the trail along 2nd Street South between Washington and Harrison Avenues South, including asphalt roadway, concrete curb and gutter installation and water, sanitary and storm sewer improvements and all necessary appurtenances, and WHEREAS, plans and specifications for City Project No. 2012-10 have been prepared by Bolton & Menk, Inc, and have been presented to Council for approval, and NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of Hopkins, Minnesota: 1. Such construction documents, a copy of which are attached hereto and made a part hereof; are 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 Finance and Commerce 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 11:00 a.m., on the 19th day of December, 2012, 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 February 5, 2013 in the Council Chambers. Adopted by the City Council of the City of Hopkins this 20th day of November, 2012. By ATTEST: Kristine A. Luedke, City Clerk Eugene J. Maxwell, Mayor U • 0 BoOon & uenk I 2012, NI l Reamed H:\HOPK\T18105147\CSD\PIANS\10514;! drq 11/14/12 2:28 CITY OF HOPKINS CONSTRUCTION PLANS FOR 2013 STREET & UTILITY IMPROVEMENTS CITY PROJECT NO. 2012-10 ■ I •■ it'd � II � ��'►' .�l � I � ♦t 1 t �. ■, ..? i. ■ tai �I' ��, - I / . r v 1 i f I■ i� ■ YAP OF THE CITY OF HOPIUNS HENNEPIN COUNTY, YN SCALE: 1 "=300' THIS PLAN SET CONSISTS OF 102 SHEETS RESOURCE UST CITY OF 4 CITY HALL 1010 IST ST. 700 WEST LINDEN AVENUE 9705 DATA PARK HOPKINS, MN. 55343-7573 MINNEAPOLIS, MN. 55403 MINNETONKA, MN 55343 952-935-8474 MR. DEAN NICHOLAS MR. KELLY DOONAN KS DIRECTOR 612-321-5207 612-287-3632 PUBLIC WOR MR. STEVE KS DI R P.E. 612-321-5480 FAX 952-607-4363 FAX CENTURY LINK XCEL ENERGY CITY ENGINEER 2800 WAYZATA BLVD -3RD FLOOR 5309 WEST 70TH STREET MR. JOHN BRADFORD P.E. MINNEAPOLIS. MN. 55405 EDINA. MN. 55439 MR. MICHAEL SPEIKER MR. DUSTIN HOREJSI CONSULTING ENGINEER 612-381-2599 952-829-4513 BOLTON & MENK, INC. 952-829-4558 FAX 12224 NICOLLET AVENUE DISTRICT 4270-HOPKINS SCHOOLS AT&T LOCAL SERVICE BURNSVILLE, MN. 55337-1649 1001 HWY 7, OFFICE 174 952-890-0509 MR. JIM KULOUSEK HOPKINS, MN. 55305 511 11TH AVENUE SOUTH PROJECT MANAGER MR. MARK ETZELL SUITE 360 MR. RICH REVERING, P.E. 612-202-0380 MINNEAPOLIS MN 55415 DESIGN ENGINEER MR. NICK AMATUCCIO. E.I.T. NOTE: EXISTING UTILITY 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 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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. LIC. NO. 20711 DATE: 11-20-2012 RICH J. REVERING, P.E. REVIEWED & APPROVED REVIEWED & APPROVED DATE: CITY ENGINEER DATE: CITY OF EDINA SHEET INDEX SECTION NO. TITLE 1.1 - 1.2 TITLE SHEET & LEGEND 1.3 - 1.4 TABLES & GENERAL NOTES 1.5 TYPICAL SECTIONS 1.6 - 1.13 DETAILS 1.14 - 1.15 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 1.16 - 1.25 REMOVAL PLANS 1.26 - 1.29 INTERSECTION DETAILS STREET & STORM PLANS 2.1 - 2.3 MONROE AVENUE S 2.4 - 2.5 JACKSON AVENUE S 2.6 - 2.8 VAN BUREN AVENUE S 2.9 - 2.11 HARRISON AVENUE S 2.12 - 2.13 1ST STREET S 2.14 1ST STREET S EAST OF HARRISON AVE S 2.15 - 2.16 2ND STREET S 2.17 WATER TOWER ROAD 2.18 - 2.19 3RD STREET S 2.20 STORM SEWER LEADS UTILITY PLANS 3.1 - 3.3 MONROE AVENUE S 3.4 - 3.5 JACKSON AVENUE S 3.6 - 3.8 VAN BUREN AVENUE S 3.9 - 3.11 HARRISON AVENUE S 3.112 1ST STREET S 3.13 - 3.14 2ND STREET S 3.15 WATER TOWER ROAD CROSS SECTIONS 4.1 - 4.6 MONROE AVENUE S 4.7 - 4.10 JACKSON AVENUE S 4.11 - 4.17 VAN BUREN AVENUE S 4.18 - 4.25 HARRISON AVENUE S 4.26 - 4.30 1ST STREET S 4.31 1ST STREET S EAST OF HARRISON AVE S 4.32 - 4.36 2ND STREET S 4.37 - 4.38 WATER TOWER ROAD THIS PLAN SET CONSISTS OF 102 SHEETS RESOURCE UST CITY OF 4 CITY HALL 1010 IST ST. 700 WEST LINDEN AVENUE 9705 DATA PARK HOPKINS, MN. 55343-7573 MINNEAPOLIS, MN. 55403 MINNETONKA, MN 55343 952-935-8474 MR. DEAN NICHOLAS MR. KELLY DOONAN KS DIRECTOR 612-321-5207 612-287-3632 PUBLIC WOR MR. STEVE KS DI R P.E. 612-321-5480 FAX 952-607-4363 FAX CENTURY LINK XCEL ENERGY CITY ENGINEER 2800 WAYZATA BLVD -3RD FLOOR 5309 WEST 70TH STREET MR. JOHN BRADFORD P.E. MINNEAPOLIS. MN. 55405 EDINA. MN. 55439 MR. MICHAEL SPEIKER MR. DUSTIN HOREJSI CONSULTING ENGINEER 612-381-2599 952-829-4513 BOLTON & MENK, INC. 952-829-4558 FAX 12224 NICOLLET AVENUE DISTRICT 4270-HOPKINS SCHOOLS AT&T LOCAL SERVICE BURNSVILLE, MN. 55337-1649 1001 HWY 7, OFFICE 174 952-890-0509 MR. JIM KULOUSEK HOPKINS, MN. 55305 511 11TH AVENUE SOUTH PROJECT MANAGER MR. MARK ETZELL SUITE 360 MR. RICH REVERING, P.E. 612-202-0380 MINNEAPOLIS MN 55415 DESIGN ENGINEER MR. NICK AMATUCCIO. E.I.T. NOTE: EXISTING UTILITY 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 651-454-0002. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED -STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, 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. LIC. NO. 20711 DATE: 11-20-2012 RICH J. REVERING, P.E. REVIEWED & APPROVED REVIEWED & APPROVED DATE: CITY ENGINEER DATE: CITY OF EDINA • • • M W] ,2 C c0 Rgs�=a2x SUPERVALU Lt� B s • 1e 16 xE sw E R=szo ee I=91.92 x 9 •.� s t•.P ':, : : . .. 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E=0.33' 1=915.30 (187 NE _ I=909.22 (157 W 4' SUMP (1-905 c^ NT`i n c N ^ t"4 $ m N c m N 930 $ + 12I0O2) m 6+38., o Lr eni T, ..... _ _,+o _ _" ® W-11+o4s .72' LT 930 m ,G 60'-4020 m 10+15.34-5.00' LT 48.-40� + g aJ W._.. � R=921.11 I=915.50 (18' N_. W EXISTING � PROFILE �4-�� R-922.62 g R=922.37 1-917.20 (127 E . 925 O 1=915, (12' E.... _ _.. 1-916.70 (157 N 1-916,80 (127...W __1-917.10 (157 N 925 f=9,3:50 18 SW _.. ____. ......_ ......... _...... 1-916.60 (187 S __ .. .... ....1=917.20...(12")_W..........._. ...... .... IV SUMP - _-- __-- _..- - -----------------._.-----------------._. __.1=917:00 (157 S 34' TALL SAFL BAFFLE _ ------ -0.53X -------------- ---�-___ -LIM - --------------- 1.53% _ 920 -33 Lf PROPOSED PROFILE _ 920 12' STN 89 LF 15' STM 0 0.34% 120 LF 154 SDA O 0.33x 0 1.53X 377 LF_ 18' STM O 0,29X O � 915 O _ 915 910 910 71 15 LF 18 STM 01.31X 905 905 to m 0 N N.. N rn O. m O n N N O m ..M M 1/1. n .. N.a N ^ .. 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BWWII LRS/NJA Consulting Engineers & Surveyors - 2013 STREET & UTILITY IMPROVEMENTS �•� MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY. MN MAPLEWOOD, MN STREET AND STORM - MONROE AVE S q !H: HOPHaT,6 05,4`-C7D PIANS 106 {7518-STM-NONROE. 11/14/12 10:33 cm RICH B J. REVERING, P.E. a� 20711 11-20-2012 ate® MRW/MAT BAXTER. MN ROCHESTER, MN AMES, IA SPENCER. IA rJ+80-11+80 • • • I IrOv It+w IJ+VU 14+UU 15+00 16+00 17+00 17+80 0 20 40 0 5 10 I HEREBY CERTIFY THAT T15 PVN, SPECIFICATION. OR REPORT WAS PREPMEp By ME OR UNDER Mr DIRECT SIWERV6EIN AND THAT I AM A DULY UCENSED MRDW NJA / B O LTO IV 8c M E N K, I fV C. IHa �� HOPKINS, MINNESOTA SHEET HORIZ. VERT. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA SCALE FEET SCALE FEET °"""" LRS/NJA Consulting Engineers Hk Surveyors 2013 STREET &UTILITY IMPROVEMENTS 2.3 All RigNta Reserved �BolEon Menk Inc. 20126=?. RICH J. REVERING, P.E. CHDo® MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN STREET AND STORM - MONROE AVE S , IH:\HOPH\T16105147\C3D PLANS\/051475TR—STM—MONROE.dW 11/14 12 10:33 am uc Na 20711 aM 11-20-2012 MRW/MAT BAXTER. MN ROCHESTER, MN AMES, IA SPENCER, IA 11+80-1%+80 • • • I I r, n I 1—•• HOUSE HOUSE (/54) HOUSE HOUSE HOUSE (�38) HOUSE HOUSE HOUSE ((�34) ',. (/30) (#26) HOUSE : HOUSEHOUS (#22) (#18) HOUSE (�) ) {10 (�50) ,_. ({j46) (N42) ... �. - ::. I C 917.22 6' CONC 90EWAU( ` • n n — .72 A. R 25A m 720 STM I I j 15 STM Asa /e -s 1 t ! 1+00 2+00 4 - 3+00- 4+00 5+00 e S n r ! i w 31 D 239 23C 259 1 • f, i PROTECT EXISTING 8' CONC SIDEWALK _. w . TREES 1'0, REMAIN :.. I _...._ CES CAR- HOUSE 17 ,.. 9)1N 7 4; YI.I43 I Os9 ��99 loss .. .. 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SE 4 WW .... ........ 1=910.00 (30) W 34' TALL SAfL BAFFLE _o +m gm coo 925 can •^ + n C4n ® C� m + a+_ 0+28 96 14.67' LT 0+36.00-14 67 LT 8p 3+20. ®67' LT 925 TT o 48'-4022 DES R-1 _ W .y R _ .. _ DES R-1 DES Ft I EXISTING PROFILE 913'08 IR -913.20 (15-) N Gt 1-913.18 (157 N 1-915.28 (12') E I---------- 1=913.18 (15') f I-913.10 (15� S 1-915.00 (15) S - _ _ - - - - - 920 I-912.98 (187 5 --- --- 0.427E YEN 920 -- - -- - - -- - -------------- 20pX -- - - - - -- ------------ - 0.70x..... 9 1 5s4 284 LF 15' STM O 0.63X 0 PROPOSED _@ PROFILE 915 LF.._ 24' STM O 0.31 X 910 ..... . _ 910 _.. ,.....:: . 905 _ 905 7..LF 15' STM O 0.26x.;..... 15 LF _ 18' STM 0.1.18X 900 .......... 900 9 LF 1a' M a r1Jax _ 04 M OT (0... N Mo .i0 p 00 4f N KO (.O— N tnt0o OR 12 a p�.. rn 00 N� n� D17 o co 07oO) p. 04 vM0 0, LO TN` O1n in 00 _ O.eO r\•,n O m p1D . NN eaNpo ^O rO) m0 0O0) mrn .m .� .m w 00 6 00 o 00 oO0i m OOm .- ...�NIO O) 0; Om M m CD O) o O p r ._...�.—._..... 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MATCH EXISTING — 1111�� — — — — CURB Ac GUTTER \ ::• rr. x , o m Y a w O W $+DG! 7+00 74 60 (n _ V , MATCH EXISTING CURB do GUTTER I I I HOUSE (B9) I II I Y I I v l I JACKSON AVE S + 13M=920.91 TNH 940 _ NE QUAD JACKSON AVE s ERsr 940 e sT s 935 935 I 930 p8p g 930 .......p p .... .__ .___ __.... A ____. __. _.. _.. .... ..... ......... .._. ____. __._.. __ ,....... ... ____. _.__ _. ......... .._........ _ ...... __. _... .. ...._...._.. ... . __. } G1 07 925 EXISTING rt PROFILE _ _... _.. 925 920 920 PROPOSED q PROFILE 915 915 910 0 _ _ 910 905 905 900�a O1m O m O1m 01m O rn 900 5+80 6+00 7+00 8+00 9+00 10+00 114 -GO 11+80 0 20 40 0 5 10 I HEREBY CERTIFY THAT THIS PIAN. SPEOFICATMN. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPFRVWON AND THAT I AM A DULY UCENSED PRDPESSEINAL ENGINEER UNDER THE LAWS OF THE STALE OF MINNESOTA MR BO LTO N Sc M E N K, INC. '�` °"` HOPKINS, MINNESOTA SHEET HORIZ. �--� SCALE FEET VERT. SCALE FEET Consulting Engineers & Surveyors 2013 STREET & UTILITY IMPROVEMENTS 2.5 OBomMenk, Inc. 2012,AllRiyMReeerd RICH J. REVERING• P.E. ]]�.j MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVIUF, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN STREET AND STORM - JACKSON AVE S H: HOPK\T16051'4 C3D PLAN 1051475TR—STM-1ACKSON.dr 11/9/12 6:57 am ua Na 20711 yah 11-20-2012 BAXTER. MN ROCHESTER, MN AMES, IA SPENCER, IA 5+80-11+80 • • • r I; I HOUSE HOUSE HOUSE HOUSE I LOUSE #130) vJ (X122) (#11 a) (#114) HOUSE (//106) (X110) HOUSE #102) HOUSE'' -. -,, DECK HOUSE ........ ...i 142� HOUSE (1134) 1-917.99 (12'7 SE 1-917.99 (12x) SW (#146) (#136) r 6' CONIC SIDEWALK —z. — ------------ I I __ _ _ 1917.79 <151 N . 1=916.90 (15' E ....... ��... DECK '. CN I { i {LLtt ♦ r 1� 1. _ -------- ----_ R- R-2 .2 Rei a 5 5za t t r I SiB 920 - - - - - - - -Liz tr Sn PROFILE t-. C l I � 15x Silt 5 . , 52 f�D�-tD D 0 _.\,-PROPOSED 0 —1 2+ �._.. STM 6 0.24x sh. 1+100 , 51A f SZA1 1. } k � _ t 915915 1 i p ti s, SOA • R 1 : ' 92088 S - ,.. HOUSE (#145) - HOUSE (1141) `HOUSE (#137) HOUSE . . ........... ._. _._ . __ ..... (#133) 1 ....... HOUSE (#123) HOUSE - (#119) HOUSE (#109) :, --— H&q,�E (#129) HOUSE (93d.3, HOUSE 916.79 NW 940 (#125) (#105) _916.76 w _ .............. 935 NOTES: VAN B U R E N' 8 M 1. CURB RADIUS DIMENSIONS ARE TO FACE OF CURB _ TO Y p n C SR 905 M y Ol ,n ... n o I; I HOUSE HOUSE HOUSE HOUSE I LOUSE #130) HOUSE (X126) (X122) (#11 a) (#114) HOUSE (//106) (X110) HOUSE #102) -. -,, DECK .-.. ...... -' ........ ...i , ......... sx LAR .92063 qw -.-... 1:1V217 qE 9!`76E 1-917.99 (12'7 SE 1-917.99 (12x) SW sz e I r 6' CONIC SIDEWALK —z. — ------------ I I __ _ _ 1917.79 <151 N . 1=916.90 (15' E _ - { i {LLtt ♦ r 1� 1. t - -------- ----_ 5za t t r I SiB 920 tr Sn PROFILE i � Ci I � 15x Silt 5 . , 52 f�D�-tD D 0 _.\,-PROPOSED �..._ �._.. STM 6 0.24x sh. , 51A f SZA1 1. } k i _ t 915915 � SOA S' C* SIDEWALK . . ........... ._. _._ . __ ..... HOUSE (#113) HOUSE ....... HOUSE (#123) HOUSE - (#119) HOUSE (#109) :, --— H&q,�E (#129) HOUSE (93d.3, HOUSE 916.79 NW (#125) (#105) _916.76 w I .............. NOTES: VAN B U R E N' AV E S 1. CURB RADIUS DIMENSIONS ARE TO FACE OF CURB _ 905 M y Ol ,n ... n o tp + BM=926.61 m ............. M N. co v p ,n M a OO r1 n .- N O N n .. Ot 00 �' n 17 .. n t0 TNH UD n .. m. .r w DO Ino ,f a N o .. m t0 N r2 1" ON m p n O0 .. M N _ N O CN M N 0+75, 19' RT in,..) f)„j M rj M,.) '0,.) in __. in,..j Nn N,..) cq ri VAN BUREN AVE S 940 NN NN N N N ,-N N N N N..... N -N N N NN N nr .- N'N N N N N N C4 N N N -N N _ 935 R;922.29 - R.920.58 925 EXISTING (L PROFILE 1-917.99 (12'7 SE 1-917.99 (12x) SW 1917.10 (12-) W 1-917.,0 (,s-) 5 925 —z. — ------------ __ _ _ 1917.79 <151 N . 1=916.90 (15' E _ —— — — — — — — — — — — --- — — — — -- -------- ----_ 920 PROFILE ---- 920 _.\,-PROPOSED 288 LF "15' STM 6 0.24x O _ O 915915 910910 .............. 905 _ 905 M y Ol ,n ... n o tp m ............. M N. co v p ,n M a OO r1 n .- N O N n .. Ot 00 �' n 17 .. n t0 d a a N n.. m p a Op n n �.... < M N - O UD n .. m. .r w DO Ino ,f a N o .. m t0 N r2 1" ON m p n O0 .. M N _ N O CN M N „t a C4 in,..) f)„j M rj M,.) '0,.) in __. in,..j Nn N,..) cq ri NN NN NN N N NN NN N N N ,-N N N N N..... N -N N N NN N nr .- N'N N N N N N C4 N N N -N N `. dc... 900 rn rn 0) m 0) m ON) m O) m in rn.... CD m.. 0) m O) m cn rn........ cn ONi:.rn 0) rn Dt rn ONE m ONi m........ N W m cn C) O) m O)rn rn m O)m O) rn O) m rn m rnm O)m O)m rn900 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0 20 40 0 5 10 1 NEREWI' CEARFY TMT THS PIAN, SPFLIRrATION, OR REPORT WAS PRIEPMm 6Y ME OR UNDER W DIRECT SUPOWWN AND THAT I AM A DULY SED THE ocslolm MRW/NJA B O LTO N 8c M a” K, I N C. �. m �� HOPKINS, MINNESOTA SHEET HORIZ. VERT. PROFESSIONAL ENGINMR UNDER TK LAWS Of STATE a MINNESOTA. oroxm Consulting Engineers d0 Surveyors 2013 STREET &UTILITY IMPROVEMENTS 2.6 SCALE FEET SCALE FEET URS/NJA ONT, MN MN B MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN STREET AND STORM — VAN BUREN AVE S OBoNan t Menk Inc. 20t2, MI RIyhta Reearvad H: HOPK\T,M.,nor K ♦7�C01 PIAN 1051475rti-STM-VAN BUREN,dW 11/9/12 6:51 am RICH J. REVERING, P.E. UC. xO. 20711 yfi 11-20-2012 014CMuD MRW/MAT WILLMAR. MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 0+00-6+00 0 0 0 HOUSE # HOUSE (#14) 358 V. F] It HOUSE HOUSE Bzo g3 (#54) HOUSE (#50) SE 1.3741 I1 SE ce 17- SE HOUSE # HOUSE (#14) 358 V. F] It 12' SmMm ......... T - 366 ....3251 ...... .10..+.... . .............. A se fe a h 12 DIA. ..... ... . .. T .......... ..................... 4-fi . ....... Gg) t 36A V.- t .......... A7 . ,04 DECK ...................... (#41) HOUSE OUSE (#29) ce HOUSE HOUSE (#37) HOUSE HOUSE (117) HOUSE 413) H USE HOUSE HOUSE (#33) (153) (#49) (#45) OUSE HOUSE #25) #21) VAN BUREN AVE IS NOTES: 1. CURB RADIUS DIMENSIONS ARE TO FACE OF CURB + BM=923.60 TNIH NE QUAD 940 VP1BURN AW S & FIRST Or S 940 ELEV 925.86 CURVE LEN -200.00' 6+38.26-5.00' LT VPI 9+50.00 E-1.42' 935 48'-4020 R 9,20.54.CUM, ELEV 921.59 UEN=50.00' 935 1=915.30 (157 N E=0.09' ............ 1=911.60 (247 E g OD r, 1911.50 (247 W 8 z + 00 C4 go + C4 930 4m a cob C4 0 + C4 9 930 (b C4 C4 + + C4 CED '15 6+60.51-5.00' LT 4W-4020 +0) Cb C4 + + (b c, + EXISTING LAIWINI, RORLE R=920.54 925 41 41 1-915.70 (IS-) N 47 w 925 Z15M (12') E ............... .......... - .............. 915.80 (12-) W 1.8 920 1-915.60 (15-) S — — — — — — . . ... ... ... ..... ..... ................. . . . . -0.50X -Lon - - - - \-PROPOSED 920 , ... - , . - , . ..... ............... . .. .. ... ....... W 9+41.45-5. 00, LT q PROFILE 281 L F I 5 50+1 0 0.461L 45"-4020 R-921.57 1=917.20 (I 2-) E ::77 ...................................... ...... 915 1=917.20 (12*) W 77 915 22 LF 15 STM 0 1.35X 1-917.00 (15") S ............ 910 .......... . .......... .......... ..................... ....... 910 ............... 905 905 13! 0 9- 1 U1 I Iq I 11� I aq I r*'� 0) Iq rl� T q 0). q 0), (0, I n q GO 00 1 0 LO 9 00m. O 06 C14 04 06 06 06 06 C11 04 04 N 0 c'j Cc, C'I C14 C'4 C'4 04 04 C4 '0 C*4 eq C-4 t c"I 04 C14 04 900 CD . M CD C) m a) . 0). (n . 0). al . Cn . cn . M . (n M . M . cn . a) . cy) m m. M . M m M . 0) . 0) 0) m 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 20 40 0 5 10 I HFRFHY CIRTIFV THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PRE"M Erf ME OR UNDER DIRECT SUPEIMION AND THAT I AM A DULY UC NSEDPKINS, 0000NED MRW/NJA BOLTON L --r C> " Sc4S KA E—= " �<, NEY. mm MINNESOTA SHEET HORIZ. jjjj VERT. SCALE FEET SCALE FEET PROFESSIO� ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. DIAN", LRS/NJA T Consulting Engineers & Surveyors 2013 STREET & UTILITY IMPROVEMENTS 2.7 RICH J. REVERING, P.E. MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE MN WILLMAR, MN CHASKA, MN RAMSEY, MIN MAPLEWOOD. M� STREET AND STORM — VAN BUREN AVE S C.W= ,,',\.2O1\2 R 1,.I R.—d P 716105147 47SM RENA�g 11/9/12 6:51 — H.\. -SW-VAN BU Of" OL : S�j. 20711 11-20-2012 UC. NO. [ATE MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 6+00 —12+00 0 • 0 HOUSE HOUSE .... ... . .... .. ... (OUST 6' CONIC SIDEWALK MATCH EXISTING — — — CURB & GUTTER — -- — -- — -- I t ......... CL 905 - 12 13+00 11 (m . ......... 905 In 0 Ij f". 1" —\ — — -- — -- — -- MATCH EXISTING ..... .. CURB & GUTTER ..... HOUSE N 0. IT) HOUSE In 'i CN IT) cq CN In . cq '2 CN , (D . c 0) 925 .......... --- ............ 920 \-PROPOSED t PROFILE 920 .......... 915915 .... ... . .... .. ... 910910 ......... 905 - ........... - ............ .......... - 905 In 0 1" N (0 UO 9 C4 000. N 0. IT) N 'i cN IT) In 'i CN IT) cq CN In . cq '2 CN , (D . c 0) goo 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0 20 40 0 5 10 I " THAT TRS PLAN, SPECIFICATION. OR REPORT US P fff ME OR UNDER MY CT SUPERVISION AND THAT I AM A DULY UCEMSED MD131,11NED RW/NJA BOLTON 8, mam�<' INC. REY. w IMTE HOPKINS, MINNESOTA - SHEET HORIZ. VERT. FEET FEET PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Consulting Engineers & Surveyors T 2.8 DIIA114 LRS/NJA 2013 STREET & UTILITY IMPROVEMENTS d SCALE SCALE MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILL& MN STREET AND STORM - VAN BUREN AVE S RICH J. REVERING, P.E. UC. NO. 20711 11-20-2012 cmm MRW/MAT VBcft� & R k R H.\HOPK\T ia!54R� SUREN.dg 11/9/12 6:51 WILLMAR MN CHASKA, MIN RAMSEY. MN MAPLEWOOD BAXTER. MN ROCHESTER, MIN AMES, IA SP 12+00-18+00 • • • Q I a 92.97 HOUSE ($102) - Lr I -sts BT x -sts�gqQl6l 8) HOUSE HOUSE "' HOUSE HOUSE ($50) ($46) . ($42) HOUSE HOUSE ($38) ($34) HOUSE ($30) HOUSE ($26) HOUSE ($22) HOUSE '^ V/ ($54) 0-1 .38 : 1- .. xE r ... ....... ... ..., .�...., .... ......... ... ............... ..... I �- I 8' CONC SIDEWALKfq 91543 E r ANON 7. _ F�� >> .. » » . , c2jp » » .. i -'_S 7> » 1 -J7 >7 ... J> > > .. - i• 7 ,, » » »----- 6». f : )> » _ >~__ » N. v. »'. > _ N I j Nf_ .I I. I �_�_� t-------- 1p i---•--- -- ---- -- -=_----- - -- �- -- •'.... ` P 919 56 '. �. - HOUSE HOUSE ($57) ,, P 919.86 I-9tszs w1=916.07 915.19 x 915.26 5 E i 915.25 w HOUSE, OUSE $101) ....... ., "• a .':..: , .. .... ..... I HOUSE HOUSE ($33) HOUSE ($29) HOUSE ($25) HOUSE HOUSE ($17) I ' I HARRISON AVE S NOTES: 1. CURB RADIUS DIMENSIONS ARE TO FACE OF CURB DECK' + BM=926.77 TNH 940 NE QUAD 940 ____. _ __... ___ ......... ......... ____ _...... ......... ..___.......... _._ ____ ____. ____ ____. _....... ___ .. .. __. __ _... NARRISDN AYE S e FsSr ST 5 VPI 6+10.00________ ELEV 923.93 CURVE LEN=90.00' 93S E=0.25' _ 10+59:®.71' LT 11+49.9®.71 LT 935 _ BOW-� __. _............. 80'-4020 R-919.01 R=919.16 ® g 8 1-915.73 (247 S I=915,66 (307 S _ . 6+02.1®0T LT 6+25.72-7.17' LT o 0 ^ 0 ..... N o n o N '4 i3 $ m N _ ... 1915.73 (127 W 1:915.73 (127 E 1915.86 30') N 1915.86 (127 W 930 48'-4020. 48"-4020 R=924.23. R�923.77 I=916.90 (15") S 1=91850 S 01 10 + °D r) N } a ^ } n m -m N + w ^_ C4 c r.... _.... g ... ..... 1=915.73 (307 N 1915.86 (127 E ........ m 930 (157 I.920.36 (12' W.. 1=919.30 (12� EES �j �GI + W o 9N... oe o I=920.12 (127 E 1=918.10 (247 W 1=918.80 (1 57 N _ EXI5n q PROFILE _ g� + °D I. + oe +Rn $ +m 1 }a, 925 1-916.00 (24' N �� o - .......... g 925 -O.e1x ------ -0.50X - --_---------_-----_ 920 I 24 LF 15' -1.68X - ------------ ------ --------_------------ 920 _ SAI -1.I8X ...... -0.93z - 75 434 LF 24' 51M 0 0.08X -0.5OX 0.50X 915 � 915 PROFILE -LF 30'-EQUIV, RC ARC STM_ 0 010a ; 910 ;: 910 .-: -:.r. 905 _ __ 905 ^ G0. 0.. N M. r- 0:... O N O N. O O 0LD ^ ) O t0r O _. n c0 Oo N aW mN OD N o ON a 04 M e M n M 'i 04 N.T N N N N O O O p O p OC0O O> O> 6 OO m m OOO m O> m O> o� 900 � 1 900m 5+80 6+00 7+00 8+00 9+00 10+00 11+00 11+80 0 20 40 0 5 10 I IIEAEI3Y CLANFY TWIT THE PINI, SPECIFICATION, OR REPORT WAS PREPMEO BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED M NJ.4 / BOLTON Sc M E N K, N C. �. = are HOPKINS, MINNESOTA SHEET HORIZ• SCALE FEET VERT. SCALE FEET PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� JA Consulting Engineers do Surveyors 2013 STREET & UTILITY IMPROVEMENTS 2 10 RICH J. REVERING, P.E. C.Mu MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN STREET AND STORM HARRISON AVE S OBONOn a Mank H: HOPK T1610514 Ine. 2012 NI Riyhte Reeervad 001 PLAN R70 ;MS 11/13/12 1:34 pm �,� 20711 y� 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA cJ+80-11+80 • • • .. w r JUj x... + a _m > ........._ _..._....... C) w LU »Z�pQ;..._'-"w>z 7w 1 14+00 14 19 .- +A . ...... A DDRESS 015) ADDRESS (#13) 1 'I i. HOUSE NOTES: HARRISON AVE S 1. CURB RADIUS DIMENSIONS ARE TO FACE OF CURB + BM=924.66 TNH NE QUAD 940 VARAWN AE 3. E CEUN R IM 940 13+18.58-3.92' Lr 935 935 R=920(5.6 _; 1-915.50 (30' S 1:915.40...(30'.. N. _. _.._ _... _... ,.. CONNECT -TO -EXISTING STM PIPE _. __... _.. _ ..... _._ 9308 a 930 _8g O n .............. o� _ + Ica, n 925925 + m PROPOSED PROFILE _ +0 N a� EXISTING PROFILE 920 _ —___— ---ate— — —_ ----- —rev'— --_-- 920 915915 189 LF 30" EQUN. RC ARCH ST1J O 0.10X......... .............. 910...... 910 905 _ ......... 11 900 mo 0T6 0T6 0,0 .' N .--.N. N .-.N m m O) rn at rn OT m 0T0 �..N m m 06 06 NN N N 01 rn Ol m N N N O rn rn 900 11+80 12+00 13+00 14+00 15+00 16+00 17+00 17+80 o zo 40 o s ,D I HEAFHY CERTIFY THAT THIS PIAN, SPECIFICATION, OR REPORT WAS PREPARED fiY IE OR UNDER MY DIRECT SUPERMION AND THAT I AM A DULY UCENSED MRW NJA / B O LT O N SL M E N K. I N C. HOPKINS, MINNESOTA SHEET ' HORIZ. SCALE FEET VERT. SCALE FEET PROFESSK LL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA o Lw.n RS/NJA Consulting Engineers & Surveyors 2013 STREET &UTILITY IMPROVEMENTS 2.11 MANKATO, MN FAIRMONT. MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN STREET AND STORM — HARRISON AVE S Iron h Menk Inc. 2012, NI Riyyh4 Reserved N: HOPK\T16105147\C30 PLAN 10514RAM-STM-HARRISON.dW 11/13/12 1:34 pm RICH J. REVERING. P.E. UD. No. 20711 w,E 11-20-2012 cRcO® MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 11+80-17+80 • • • HOUSE (q54) _..... ......... .. - - * : I ....... I ., ' I I HOU U5 I 1 I k J ."f •� .� I _., O..__ HOUS, I I • O HOUSE I ,�, b (#57 GARAGE GARAGE I HOUSE E� I .._. Y GARAGE GARAGE (#58) _ ... I US ............ DECK Q I.: ..... J58) • i I w • .. g , fl • � x 12' Sim Tt15' SHED' Te a .....i ....... ,.. -fm fib 3: .. �.:.: .. . '-: ,.. .. ..... ,.,... ..... :' °. • .... ..,. .._... - . :: :... .....: - _ _ ...............f.. _�. _ 1)38 ...... _..... ....__ ' ,.. ......._ - IDA. STM << f( 30S CC ff (� <` i �CQ�• 7;�P'!�I f � -0+ r 0 1+00 2+00'+ `a4dr0� 5+00 24' STM 8 31 x- , n R �ttd 15' r' � .. ... x' .-CIO •; t. �.:. - .. '..' ... a .. .. .!, .(Y .�•' r • .. .... - 3 �X it .... .. ........_.. n q` R / • •%%, ,• * �' X x �• < �R9&D 2aE .... 91152 E - r. L Ar. SN,R; 058 i` as, I CONSTRUCT CONCRETE -.._... .. J :: _..... 91-fi E PEDESTRIAN RAMP- (TYP) j_: I , . 91 D.IJ E ' sw _. HOUSE CONSTRUCT COMMERCIAL siois CONCRETE DRIVEWAY APRON _ a / t>£INSTALL SALVAGE D,FENCE CONSTRUCT CONCRETE cARACFALLEY ENTRANCE (TYP) : ....._ '. cR 910.16 E_x I I f - ........ I-910.15 24' FES W/ , TRASH GUARD _ _.. ....._ [� T n T. [� _ PROTECT EXISTING ENERGY DISSIPATION NOS: I J I J I J I. CURB RADIUS DIMEN IONS ARE TO FACE OF CURB + BM=920.91 TNH NE QUAD 935 _VPI 0+5750 _.. ___. __. _ _ � _. __ VPI 5+00.00 JACKSON AVE S & FIRST sr 8 935 ELEV 920.03 CURVE LEN -90.00' VPI 1+50.00 ELEV 918.45 3+18.00-6.00' LT 3+73.44-6.00' LT 60'-4020 VPI 3+52.00 48'-4020 ELEV 919.20 _ CURVE LEN=90.00' E=0.03' CURVE LEN -90.00' R-917.47 ELEV 917.45 R-917.63 E-0.02' 930 c m E�-14' - I=91270 (1 B-) N CURVE LEN -90-00' I=913.70 (127 N E 930 1.910.40 (247 E-0. 19' 1910.65(247 E g a O m...............I=91tl.40 (24' SE I=912.90 (157 S m V eci.. po m 1-910.00 (307 W.. 1-910.55 (24) W a0 > + �.. N O N �� M! 8� q om ;� EO m 8�,� Oi 925 0d - +� *� +� d� ;Q �� ......._ +a . �+00® 925 M °' T g � Zi 3+82.00-8.00'LT �+a 03 EXISTING PROFILE 4j 60'-40 R=917.5454 _ _ W 1=910.52 (24' E 920 -------------- 1910.52 (24-) W 920 ® _... 4, S ..._...... ...... ..._......_ " -- ---- --------------- -0+13.93-12.33' LT -1.715 ------ ---------- -- - - - 0.505 -4 - ----118% ---- TALL SAFL BAFFLE--.--- 60"-4022 915 A R-920.64 =908.22 (307 E 915 1916.00 12 S 1915.30 (167 NE 44 LF. 24 STM O 8 PROPOSED q PROFILE 284 LF 24" STM O 0.305 1=909.22 (15-) W - 332 LF 30' STM O 0.545 O 0.275 4' SUMP (1905.22) 910 ........ ..... ........ ............................... _ ......... 910 x_ I CONNECT TO EXISTING STM PIPE 11 LF 24' STM O 0.275 905EB 15- S M 905 900 _ 90 O 00 nM IEnO mtp O �N M:....... 0O0 O On Omf 0�0 n10 NM I"1 0 N0 0:Nb OO_O O_ NOt a_D nm NV_) OOt.. l0 DOJ IO N 67 ON NO Nn INn DTD . O� O Inh -. N 0M_�m CD of mn_ ONt A O (O_O N1/1 aD Nn 0O0 ONo 895 OnN N mO0 NN ..... 0m m m W "d 'd m 00 06 �r': �r �n �I� ^ ou ^ n .3 mm 0006mOm gym 0 m 0)6m m m o O 9050 OOrn Om O O -0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+80 0 20 40 0 5 10 I HEREBY CERRFY THAT THIS PLAN, SPEGRIOATION. OR REPORT WAS PREPARED or ME OR UNDER MY DRECT SUPETMSION AND THAT 1 AM A DULY UCENSm MRW/NJA BOLTON 8c M E N K, INC. �. m �� HOPKINS MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSIONAL ENGINEER UNDER THE TAWS OF THE STATE OF MINNESOTA 0R/M'" LRS/NJA Consulting Engineers & Surveyors 2013 STREET & UTILITY IMPROVEMENTS 2 2 MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN STREET. AND STORM - 1 ST ST S OBolton G Menk, Inc. 2012, All RI'9hta Reserved RICH J. REVERING, P.E. 20711 11-20-2012 CNECM MRW/MAT BAXTER. MN ROCHESTER, MN AMES. IA SPENCER, IA H: H0P 778105147 CJD PIANS f051175fR-SM-FlRST. 11 9 i2 4:32 pm �Ny y�� -0'20-5+80 • • • HOUSE .' (t54) i.•--:. -.>`+-+ �'�;: I I '.. \\ � W I I I I „ f v I -- W I P 822 51 O I I HOUSE HOUSE (N59) I 00 -+ HOUSE HOUSE } GARAGE 1•-+ W 1 HOUSE ' ,; I (/59) 1 .. 1 GARAGE S. MN R=9'4.07 (#) _.-� )v .... f • .- ..` CB P-920.21 .... ..: // I i' X ... .. 816.90 W -# -� I ".x"l I P 915,92 N I .=91 ].52 SE 'r !s. • 35A •. } sM ® , h 438 24 6+00 32 A n <t t< 7i9x 12' NCP PU 1$ O BtOp .._- . ... .. _.9+00'.. �+ �.. --� 1+00.r _. 2+00 STA 2Y a 43A hS A- S1M MH t + 2 .,.; sl;s11 NI .E_r �h 518 QI- •r 911 szE 51 12 , i S 916.63 SE . - ! �x ..........=018.58 A .. I + ...._.. I :, I .. f .• ` 'v cB. P=9zo.31 916.79 Nr I I GARAGE `. NES _ +� • \'r Ce p ... f.: DECK. _..GARAGE. _ I HOUSE (81 D2) I _.. =916.76 M HOUSE ..... =91]380 NW ... •..: .J (g1O1) HOUSE .:'. :: ...._ (/:102) HOUSE I (#101) , X�-R-920.98... ... -91)38 E ... ...._. I I _ I ...... .... .. _. I ` - HOUSE I I 1ST ST S ^ I _�.. NOTES: 1 1 9F RB CURB RADIUS DIMENSIONS ARE TO FACE CU I I ;•.: 1 (N1D5> _ + BM=923.60 TNH NE QUAD 940 eusor we s a Aar ars 940 VP1-7+00.00 VPI 8+25.00 ELEV 922.30 935 ELEV 921.18 CURVE LEN=90.00' CURVE LEN 90.00' 935 . E-0.01 E-0.01 ....... _ M.. C CNI S m -. 930 ® . g i g� _ 8� ®........ >Q W� h... n �� _ ONE �°' - N >w ....._. .... .... . 930 N 6+94.02=14.67 RT w I c CDN 8+26:28-10.00' LT °' EXISTING LE w 6+57.48-10.00' LT I� 48'-4022 R-920.85 n N m � O1 48'-4020 Zi R�922.12 9+84.36-7.82' RT 48'-4020 + o+ °D 1=916.55 (187 SW 1-916.80 (157 N �J I-812.43 (12' N _. 48'-4020 R=923.77 925 R 920.54 -1 1.0916.35...(247 E _ _ W 1=912.30 (187 _W _ 1�81.6.SQ (1a7...S .... ............ 925 915.30 (15") N - 1=919.30 (127 E 1911.60 (247 E - - - - - - --1-00%------ -- - - �.527F - � I=818.10 (24) W 1=911.50 (247 W _--Datz--- --- ------------------- 1916.00 (247 N 920 920 _. 290 LF 24" STM 00 .0 9% o ... 915 915 132 LF 18' STM O 0.28X....... _ 0 PROPOSED q PROFILE 910 91 0 37 LF 24' STM O 0.41X 6+94.02-14.64' .. LT 48".-4022 _.......... _..... _._... _ __-_. R=920.64 1911.95 (187 E 905 1'•917.00 (157 S 1911.75 (247 W CO��00 A � n t0. -d- M N In OJ _..pn CO tc0.. 1!] N10. CEAO . INWN� NN NN p p p CN N N N CNo NN N � N NN N 04 . N N N 0) C4 N N M Nan N N N 9OO 900 rn rn O1 Ol Ol Olrn Of Om O1 rn 01 rn rn rn Ol rn atlrn Ol rn m rn 03 m O3 rn CO rn m rn 0) m rn rn 5+80 6+00 7+00 8+00 9+00 10+00 11+00 11+80 O 2O 4O O S 10 PAR I HENEI3V CERTIFY NDER MY THIS PIAN, SPECIFVISION AND T T REPORT WAS PIENSED) YE OR UNDER I11' SUPERVISION AND HEAT I E A DULY SOA. 7NE OF THE STATE Of MINNESOTA MRW/NJA - BO LTO N 8c M E N K, I IV IN mm HOPKINS, MINNESOTA SHEET HORIZ. VERT. PR PRCF735gIML LAWS R UNDO LAWS ENGINEER UNOEA qwN Consulting Engineers do Surveyors T.N- 2013 STREET & UTILITY IMPROVEMENTS 2.13 SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, RAMSEY, MN MAPLEWOOD, MN STREET AND STORM - 1 ST ST S Icon a Norsk Int. 2012, al Riy116 Raearvbd H: HOMC�r1s10514 c3D PUSS 105147STR-sHM-FlRsr.dw 11/9/12 a:32 m RICH J. ud. Na REVERING, P.E. 20711 DATE 11-20-2012 MRW/MAT WILLMAR, MN CHASKA, MN BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 5+80-11+80 • • • I •�'. CR 8.933.38 .... __ , ,_.... _ ... _.. � ._ - _ :'.-918.58 �- _ ,... GARAGE. Z :::- Ca R=923.90 =917- HA' ..... .DECK GARAGE ...., I I . HOUSE Y ,- o 07 HOUSE ' _.. t-- O .. HOUSE HOUSE e. , . (158) __ I (N59) I I j 1ST ST R=92101 16 61 SE E , ST t'.,— Y HARRISON VF4 10 EV 937.7 EE5+ {4_ BM=926.77 '4,, . • e, — — _ TNH 950 E-0.60' (1 NE QUAD - N HARR" ME 5 & MW Wr s 950 +_ 1ST STS D 43B i+GO 2+00 24 zo 9+00 9 945 ......._ ® R 945 ci Cg 940 I •�'. CR 8.933.38 .... __ , ,_.... _ ... _.. � ._ - _ :'.-918.58 �- _ ,... GARAGE. NE ..'• ;. •. :::- Ca R=923.90 =917- HA' ..... .DECK GARAGE ...., I -_. ) . HOUSE Y ,- HOUSE I j 1ST ST S, E , ST OF HARRISON VF4 10 EV 937.7 EE5+ BM=926.77 CURVE UEN-50.00' _ TNH 950 E-0.60' NE QUAD HARR" ME 5 & MW Wr s 950 8g +W 945 ......._ ±a 945 ci Cg 940 940 VPI 0+30.00 . yy ._._.. � 4.4616 ...._. ...... .... ELEV 924.5 w_ CURVE LEN -30.00' g ... 935 E-0.33' 935 - ... 8 _ - N omi 46 +01 / 930 930 / / W _ 925 925 /' o+31.410 -10.e7 LT_ - - _ - .. ...._.... _- - DES.. R.-1.. '... --2.00 5.291 R=924.60 1921.11 (12� S 0 920 920 915 910 10 N n M'.4 N'1 6 00 .' N:N. N N N M rl 0] Op In �....... ISI:n MT:� p�j..M... � CN m Ot rn OI m OT m CD m a). OI . m 01. a). m -1+00 0+00 1+00 2+00 3+00 4+00 5+00 D 20 40 0 5 10 1 HEREBY CERTIFY THAT THIS PVN, SPECIFICATION. OR REPORr NNS PREPARED Bf ME OR UNDER MY DIRECT SUPEIMION AND THAT I AM A DUTY LICENSED PROFESSIONLL MRWNJA / BOLTON Sc M E N K, INC. ^� OTS HOPKINS, MINNESOTA SHEET HORIZ. SCALE FEET VERT. SCALE FEET ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA LR/ JA SN Consulting Engineers & Surveyors 2013 STREET & UTILITY IMPROVEMENTS 2.14 MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVIU-E, MN OBdEon & Menl, Ino. 2012, All RiyNLN R --d 905147STR-STM-FlRST RICH J. REVERING, P.E. Ommm WILLMAR. MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN STREET AND STORM — 1ST ST EAST OF HARRISON H:\HOPK T76105t4 .. PIAN E OF NARRISON.dW 11/9/12 4:23 m ueNa 20711 , 11-20-2012 MRW/MAT BAXTER. MN ROCHESTER, MN AMES, IA SPENCER, IA —1+00-5+00 • • • 931892 w -931.69 5 f T MATCH EXISTING UP OF CURB I _. ... RB925.}I I Rg29]3 20.00 w 919.98 E 92023 N 92080 SW Z I I I I I 921.21 5 21.21 I W � NE I Z I I I I I .. ...... - '. NOTE Ij - _-.. "� I I 2ND ST S HOUSE -.:...: _.� (/146) • HOUSE , X6145) GARAGE v (/ � `ii -.:ter. , °-° : MOUSE DECK 745) �- 10' BITUMINOUS I I _...__ ©Epy ' Z I 1 TRAIL I I, I HOUSE _.. 1. 146) BM=941.06 GARAGE GARAGE ELEV 935.88 ,1- : CURVE LEN -90.00' TNH 945E-0.37' i $ Pi in 8 m a m NE QUAD HARINSON AVE S ! SECOND ST Ni20T99 :. - :.: _. WATER TOWER RD .. __- .......... .. _�; M+ e] S _ . x 2+100 81A DM I SO 1 s1M Wr 6+Q0azaiz sE 7+ a:9xa s1 8+00 9+00 10+0 10 40 - _ �yr9.m E 0 : 12' r.92afg s - �y 0 - - �-T -: .. .. . 12" RCP STM .. :.' •:: �,.`� '::� N �. ___... __... ... .. __ _. __.. .. ___ <<—<< « <<— �•21'Rc C( :' Q5� CS. _. tS CC LC <C SC : <<—<< _- .. ........ 12'.. RCP5 ..... ....... ... ...... __... C<... 'C ""'(C .... MTCH EXISTING I CURB dC GUTTER 940 931892 w -931.69 5 MATCH EXISTING UP OF CURB I _. ... RB925.}I I Rg29]3 20.00 w 919.98 E 92023 N 92080 SW I I I I I 921.21 5 21.21 I =921.3] NE I I I I I .. ...... - '. NOTE 2ND ST S 1. C RB RADIUS DIMENSIONS ARE TO FACE OF CUR VPI 9++0.00 BM=941.06 ELEV 935.88 CURVE LEN -90.00' TNH 945E-0.37' $ Pi in 8 m a m NE QUAD HARINSON AVE S ! SECOND ST 945 _. _. _____ .. __- .......... M+ e] S DM I +w _ = 940 I; m 940 VPI 8+86.00_ VP1...7+25.00 + _ �' _ ELEV 92436 ELEV 924.89 m CURVE U:N-50.00' CURVE LEN=50.00' 0 E-0.07' E=0.29' 00% '- / 935 EXISTING @ PROFILE rssx 935 ......._ __ ......... _ ......... 8m W 8 8 _ 930 _. In na, m�cod6j c4 0w T+ +rn a 8 +m pGdj _ g,10% 930 �:: .. 925 PROPOSED PROFILE 925 o s6x _----- _ _ _ 1 - . _ LT 920 DES R®67' 920 __..._... ......... _R-924.13 1-920.78 (127 5 _ 915 915 910 910 O •7 NI^ n O o O M a t0 f0 U1 rn ..1n 111 O'. _. m a U1 O ^ G7 N N O IA ^ n N- (a U1 1O U1 n u n n .. O .. ,(1 CD _OCD Ln m CO o Cpm �: m N m ONj a cG �^ . 1n (O <. N rn N W n In b N 905 N N rn c4 N N c4 N.N. N a o, c4 v1 � uT N N N N 'o N N ^ N N.. c4 m m m q6 N -N N N M -n rn �i rn Ni � 1n TI N t0 rn (D m M n M n M n.... M.n M n Mn M n M n n... o m m m m m m m rn m m m m rn m rn m m m m m m m rn 0101 m m a).- m rn m rn m rn m m m rn m rn m rn 905 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 20 40 0 5 10 1 HERE6Y CERTIFY THAT TH6 PVN, SPMRCATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERM*N AND THAT I AM A DULY UCENSED MRIW NJA / B O LTO N 8L M E N K. INC. DM HOPKINS, MINNESOTA SHEET HORIZ. SCALE _jjjjjj VERT. FEET SCALE FEET PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA °"'" LRS/NJA Consulting Engineers do Surveyors 2013 STREET &UTILITY IMPROVEMENTS 2.16 RICH J. REVERING, P.E. cleDaO MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPUEW000, MN STREET AND STORM — 2ND ST S OBoNon k Nenk Ins. H: HOPK 71610514 2012, All RiYhte Co PLAN Reserved f061475TR-STM-sECOEID.d TT/T 3/72 1:10 pm um Na 20711 �� 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 6+00-12+00 • • 0 + BM=941.06 VPI 3+60.00o r TNH 965 980 '75NE QUAD ELEV 97,40. CURVE LEN -40.00' 980 965 N + fUNIMON A E a • SEOOND Sr a + Ew0.41' VPI 3+00.00 c000 g „� n VPI 1+75.00 _. ELEV 970.46 H n.... (j W ELEV 951.71 � CURVE LEN0.00. n °i n CUM _.LEN -70.00' __ E=0.96' Zi 960 E-0.40' 960 975 Gj _. __.. ____. __. _ 975 .. o ,o VPI 1+75.00 +m 955 VPI a+�o.,x1 VPI 0+75.00 ELEV +41.26 g o 955 970 ELEV 951.71 CURVE LEN -70.00' a ®, . 2.15 970 ELEV 939.16 CURVE LEN -20.00' a E-0.40 CURVE LEN -20.00' E-0.11' E-0.13' 950 $ 950 965 8 965 go Yo...... 0 ch M� In +°'... o + 945 a 8 +w>` So W 945 960 .5 960 +W ,oi5 ,- - _ - + o� 940 __ f� 3 - 940 955 / 955 935 `- 935 950 /�� ....... _ .. ....... _ . .. ...... .. 950 930 930 945 _ 945 925 925 940 940 0+00 1+00 2+00 3+00 4+00 0 20 40 0 5 10 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED lW YE OR UNDER W DIRECT SUPERJSION AND THAT I AM A DULY UCENSED OF THE STATE OF MINNESOTA Dtsw= MRW/NJA B � C,— O LTO r-4 8e. M E N K, I N C �. �• �� HOPKINS MINNESOTA E 5H HORIZ. VERT. PROFESSIONAL ENGINEER UNDER THE LAWS T Consulting Engineers do Surveyors 2. 7 fMUAM 2013 STREET &UTILITY IMPROVEMENTS SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN STREET AND STORM — WATER TOWER RD RICH J. REVERING. P.E. CIarJ® ®BDNnn h Monk Inc. 2012, NI Rtghh R—1 H: HOPK"T1fi1051 �7\l PUNS 105147STR—STM—WATER TOWER.Er 11/9/12 7:15 am UC NO. 20711 am 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES. IA SPENCER, IA 0+00-5+60 • ul • • • • I HERESY LERRFY THAT TH5 PVN, SPEaFlGT10N, OR REPORT WAS PREPARED �. �• �� HOPKINS MINNESOTA SHEET 0 20 40 D S 1 D BY ME OR UNDER MY R UNDO SUPERVISION LAWS AND THAT I E A DULY MINNESOTA. LICENSED MRW/NA B O LTO N $c M E N K. I N Ci. PROFESSIONALORUN ENGINEER UNDER THE IION AN THE SPATE OF A MINNESOTA HORIZ. �r� VERT. DRNIN Consulting Engineers do Surveyors 2013 STREET & UTILITY IMPROVEMENTS SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN 2.19 Icon n Hank Inc. 2012, al R.qhta RNeNrYad RICH J. REVERING, P.E. cxtnao WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN STREET AND STORM - 3RD ST S 2 H:\HOPK\Tt6t05ta C3D P to51a7srR—STM—THIRD.dr 11 9/12 2:20 pm uc. xa 20711 �� 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA X+XX—X-FXX r: • • 9+84.36-7.82' RT 48'-4020 R-923.77 1916.50 (157 S 1-919.30 (127 E 1-916.10 (24') W 1-916.00 0+31.58-10.67' RT DES R-1 R=924.62 1-920.74 (12") N 0+31.60-10.67' LT 1-920.84 (127 W DES R-1 R-924.60 1=921.11 (12'7 S V HARRISON AND 1ST LF STM .73X 0 20 40 0 HORIZ. VERT. 1W SCALE FEET SCALE 10+59.®.71' LT 60"-4020 R-919.01 1--915.73 (27' S 1-915.73 (12-) W 1915.73 (12' E 1--915.73 (36') N 10+59.®.67' LT 10+60.60-14.67' RT DES R-1 DES R-1 R=918.72 R918.72 1-915.93 (127 E 1915.93 (127 W 7 LF 12' STM 22 lF 12' STM O 2.87X O 0.89% HARRISON 10+80 5 10 FEET 11+49.99-7.71' LT 60"-4020 R=919.18 1-915.66 (36'7 S 1=915.66 (127 W 1=915.66 (12-) E 1=915.66 (36-) N 6+_38.11®' LT 11+50.4®68' RT 11+04.5®.72' LT DES R-1 3+18.00-6.00' LT R918.67 ® I _ -915.77 (127 W ® 00' LT 48+"4-10m0 60 -4020 O 1.57X 48"-4020 ® ® ® 60'-4020 R-921.57 3+73.44-a.00' LT 1=913.53 (12' WR 3+09.9(m) LT 48"-4020 -920.58 ® 6+26.38-14.67' LT R-921.11 1=915.50 (18' N ® I-917.20 (127 E R-922.37 1-917.20 (127 E Qm 48"-4020 R=92229 R-917.47 1-912.70 (187 N 48•-4022 48'-4022 R-920.65 R-920.64 R-920.54 1=915.70 (157 N 1-917.20 (127 W 1-917.00 (157 S 3+73.44-14.67' RT 1--913.70 (12") N ® 60'-4022 1-915.70 (12") E 6+47.32-14.67' RT DES R 1=915.50 (18' SW DES R-1 ® 11+04.44-14.87' 1-917.10 (157 N LEI -917.20 (12' W 11+04.87-14.67' RT DES R-1 ® 1-910.40 (247 E 1-910.40 (247 SE 0+28.96-14.67' LT 0+32.13-14.67' RT 3+20.04-14.67' LT ® R=920.84 1-908.22 (30' E 34' TALL SAFL BAFFLE 87 1-917.50 (127 W DES R-1 R-921.84 1-917.00 (15) S R-921.83 3+42.61-52.84' RT 24" FES W/GRATE I -stn, 00 (307 W _ 48'-4022 DES R-1 R-916.98 R=916.98 R1-913.6016.9 9+41.09-14.67' LT 9+42.2®67' Rf DES R-1 DES R-1 3+20.04-14.67' RT R=919.08 DES R-1 DES R 5+93.6cm) LT DES R-1 5+86.20-14.67' RT I-916.00 (12' S 4' SUMP 1-918.50 (127 E I-918.50 (127 W I=910.60 (24') NW 1=918.30 (127 NE 1-918.30 (127 NW - _ --- - (12") N 1-913.08 (15-) NDES ® 1-915.28 (12' E 08 R-1 R-92.70 R-920.50 I=915.30 (18� NE I-909.22 (157 W O _ 1 �I 1=913.18 (157 E 1=913.40 (157 W 1-912.98 (187 S0+40.00-14.87' RT 1-915.00 (157 S 1-915.58 (12' W (127 E I-917.00 (12") W 1=916.50 (12' N O 0.75X 15' STM O 1.15% O 0.97% 12 LF 12' STM 21 LF 12" STM 0'7S. 24 LF 18' STM O 0.68% O 0.62% - - - - - - DES R-11=916.70 R=917.05 1-913.75 (12') S 02%-O STM 20 LF 15" STM 10 LF 12" STM F 12' STM O 8.30% F15 10 LF 12' STM 20 LF 12' STM O 5.68% O 2.79X 84 LF 24 STM O12" 0.31X M8LF12*STM O 0.51X O 1.03X O 0.99X 18 LF 12' STM O 6.70XSTM 1ST 3+73 VAN BUREN 3+00 VAN BUREN g+00 1ST 6+95 O 1.31% VAN BUREN 9438 10 LF 11" STM O 13.07% O 1.91X 1 0 0 MONROE 5+80 MONROE 6+45 MONROE 11+35 1ST AND JACKSON FROM INLET JACKSON 0+30 JACKSON 3+20 9+84.36-7.82' RT 48'-4020 R-923.77 1916.50 (157 S 1-919.30 (127 E 1-916.10 (24') W 1-916.00 0+31.58-10.67' RT DES R-1 R=924.62 1-920.74 (12") N 0+31.60-10.67' LT 1-920.84 (127 W DES R-1 R-924.60 1=921.11 (12'7 S V HARRISON AND 1ST LF STM .73X 0 20 40 0 HORIZ. VERT. 1W SCALE FEET SCALE 10+59.®.71' LT 60"-4020 R-919.01 1--915.73 (27' S 1-915.73 (12-) W 1915.73 (12' E 1--915.73 (36') N 10+59.®.67' LT 10+60.60-14.67' RT DES R-1 DES R-1 R=918.72 R918.72 1-915.93 (127 E 1915.93 (127 W 7 LF 12' STM 22 lF 12' STM O 2.87X O 0.89% HARRISON 10+80 5 10 FEET 11+49.99-7.71' LT 60"-4020 R=919.18 1-915.66 (36'7 S 1=915.66 (127 W 1=915.66 (12-) E 1=915.66 (36-) N 11+49.96-14.70' LT 11+50.4®68' RT DES R-1 DES R-1 3+430m6 7* RT R918.67 ® I _ -915.77 (127 W ® 00' LT 48+"4-10m0 DES R-1 R917.18 O 1.57X 5+97.50-5.00' LT ® ® ® 6+60.51-5.00' LT R-921.57 3+73.44-a.00' LT 1=913.53 (12' WR 3+09.9(m) LT 48"-4020 -920.58 6+94.02-14.67' RT 6+94.02-14.64' LT 5+99.43-14.67' RT 48--4022 48"-4020 I-917.20 (127 E 48"-4020 1=913.43 (12� E ® R-93.70 48"-4020 R=92229 1-917.10 (12'7 W 48•-4022 48'-4022 R-920.65 R-920.64 R-920.54 1=915.70 (157 N 1-917.20 (127 W 1-917.00 (157 S 3+73.44-14.67' RT 1--913.70 (12") N ® I-917.99 (127 SE 1=917.10 (157 S R=920.25 1-916.55 08'7 SW 1=911.95 (w) E 1=915.80 (127 E DES R-1 3+35.00-14.67' RT R-917.31 I-910.85 (24") E I-917.99 (12' SW I-916.90 (157 E ® 1916.80 (15") W ® DES R-1 1=813.20 (12� W I-912.90 (15") S ® 1-917.79 (15' N ® 3+02.61-14.67' LT 3+02.61-14.67' RT ® 5+99.43-14.67' RT 1916.70 (18) NE 1=916.35 (247 E 1911.75 (24' W 1-915.60 (157 S ® ® 9+41.09-14.67' LT 9+42.2®67' Rf DES R-1 R=917.17 1=910.55 (24' W I-913.10 (15') N 1-913.59 (127 E - DES R-1 DES R-1 R-921.98 R-921.98 5+96.54-14.67' LT 48'-4022 DES R-1 R-920.25 6+60.51-14.67' LT 6+80.51-14.67' RT DES R-1 DES R-1 DES R-1 R=921.23 R-921.23 1-917.75 (12") W _ _ _ _ - - - - - - - ® 3+73.44-14.67' LT DES R-1 R=917.31 1-913.80 (127 S 1=918.30 (127 NE 1-918.30 (127 NW - _ --- - R-920.25 1=916.80 (157 W 1-917.20 (12") E 1-916.70 (18' NE _----_ O R-920.19 R-920.19 1-916.75 (127 E 1=916.75 (12") W ---- 1-917.75 (12' E - - - - - - - 8 LF O 29 LF 12' STM 21 LF 9 LF 12' STM O O 15" TM O 0.75X 15' STM O 1.15% O 0.97% 12 LF 12' STM 21 LF 12" STM 0'7S. 24 LF 18' STM O 0.68% O 0.62% 10 LF 12' STM 20 LF 12' STM 30 LF 12' O 2.56X O 1.48% 20 LF 15" STM 10 LF 12" STM 10 LF 12' STM 20 LF 12' STM O 5.68% O 2.79X STM O 0.76X O 0.51X O 1.03X O 9.82X O 4.83X 1ST 3+73 VAN BUREN 3+00 VAN BUREN g+00 1ST 6+95 VAN BUREN 6+60 VAN BUREN 9438 9+84.36-7.82' RT 48'-4020 R-923.77 1916.50 (157 S 1-919.30 (127 E 1-916.10 (24') W 1-916.00 0+31.58-10.67' RT DES R-1 R=924.62 1-920.74 (12") N 0+31.60-10.67' LT 1-920.84 (127 W DES R-1 R-924.60 1=921.11 (12'7 S V HARRISON AND 1ST LF STM .73X 0 20 40 0 HORIZ. VERT. 1W SCALE FEET SCALE 10+59.®.71' LT 60"-4020 R-919.01 1--915.73 (27' S 1-915.73 (12-) W 1915.73 (12' E 1--915.73 (36') N 10+59.®.67' LT 10+60.60-14.67' RT DES R-1 DES R-1 R=918.72 R918.72 1-915.93 (127 E 1915.93 (127 W 7 LF 12' STM 22 lF 12' STM O 2.87X O 0.89% HARRISON 10+80 5 10 FEET 11+49.99-7.71' LT 60"-4020 R=919.18 1-915.66 (36'7 S 1=915.66 (127 W 1=915.66 (12-) E 1=915.66 (36-) N 3+24.81-7.07' LT 48'-4020 3+07.14-14.67' LT 19288.12.12 (127 SW R-9DES R-1 2+92.40-14.67' RT R=931.99 DES R-1 1-923.12 (157 E 1-928.41 (12' SE R-932.20 1=923.02 (157 N - 1-928.31 (12:) _NF 1=92.56 (12") NW I HEAEBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED MRW/NJA PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA LR%NJA RICH J. REVERING, P.E. ncriWn MRW/MAT L19 LF L 33 LF 12" STM 12" STM O 0.46X 0 O 0.99% HARRISON 3+15 6+02.12-7.07LT 48'-4020 R924.23 1--916.90 (15' S 1920.36 (127 W 1920.12 (127 E ® 1--916.80 (15' N 6+02.12-14.67' LT 6+11.44-14.74 f DES R-1 DES R-1 R=923.93 R=923.85 1-920.43 (127 E 1-920.73 (127 W 8 LF 12" STM O 24 LF 12' STM O 0.92X O 2.58X O HARRISON 6+00 BOLTON 8L MEF -4K. INC. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWO00, MN BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA mm 4+79.1®67' LT Ext DES R-1 STA 4+79.20 R-921.72 R=921.57 1-919.05 (12'7 S =918.90 12" N �29 12' STM O 0.52X 7+01.63-14.67' LT Ex2 DES R-1 STA 7+01.32 R-924.13 R=924.00 1920.78 (127 S 1=920.23 12' E;;' 29 LF 12' STM O 1.89X 2ND 4+80 I 2ND 7+00 HOPKINS, MINNESOTA SHEET 2013 STREET & UTILITY IMPROVEMENTS 2.20 STREET AND STORM - LEADS 11+49.96-14.70' LT 11+50.4®68' RT DES R-1 DES R-1 R-918.67 R918.67 1=915.77 (12') E - - - - I _ -915.77 (127 W P227 LF 12' STMF 12' STM O 1.57X O 0.49X HARRISON 11 +50 3+24.81-7.07' LT 48'-4020 3+07.14-14.67' LT 19288.12.12 (127 SW R-9DES R-1 2+92.40-14.67' RT R=931.99 DES R-1 1-923.12 (157 E 1-928.41 (12' SE R-932.20 1=923.02 (157 N - 1-928.31 (12:) _NF 1=92.56 (12") NW I HEAEBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED MRW/NJA PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA LR%NJA RICH J. REVERING, P.E. ncriWn MRW/MAT L19 LF L 33 LF 12" STM 12" STM O 0.46X 0 O 0.99% HARRISON 3+15 6+02.12-7.07LT 48'-4020 R924.23 1--916.90 (15' S 1920.36 (127 W 1920.12 (127 E ® 1--916.80 (15' N 6+02.12-14.67' LT 6+11.44-14.74 f DES R-1 DES R-1 R=923.93 R=923.85 1-920.43 (127 E 1-920.73 (127 W 8 LF 12" STM O 24 LF 12' STM O 0.92X O 2.58X O HARRISON 6+00 BOLTON 8L MEF -4K. INC. Consulting Engineers & Surveyors MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWO00, MN BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA mm 4+79.1®67' LT Ext DES R-1 STA 4+79.20 R-921.72 R=921.57 1-919.05 (12'7 S =918.90 12" N �29 12' STM O 0.52X 7+01.63-14.67' LT Ex2 DES R-1 STA 7+01.32 R-924.13 R=924.00 1920.78 (127 S 1=920.23 12' E;;' 29 LF 12' STM O 1.89X 2ND 4+80 I 2ND 7+00 HOPKINS, MINNESOTA SHEET 2013 STREET & UTILITY IMPROVEMENTS 2.20 STREET AND STORM - LEADS • • • ST STA 0+13.08, 24.T LT SUPERVALU 1 EA 12" GV do BOX 1 EA 12' SLEEVE CONNECT TO EXISTING WMN PROPOSED GAS MAIN REPLACEMENT BY OTHERS. COORDINATE WITH SUPERVALU SUPERVALU CEMTERPOINT ENERGY. SUPERVALU (klol) (k1o1)(Nlol) o_..._ o ... ____. ......._...... .......... .................. ___- ; -__ ----. ...... ........_.. _ ____. ____. .......____. ____. ___. ...... _...._ _. ..._... a ........... ............................................................ , _ ........................ -0+20 0 Q!i - 1+00 .-- 2+00 3+00 4+00 5+00 % 6 e ; 574 LF 8" DIP WMN r 1 .... ................................................. ....... — — r• . i.. �; Fdd T STA 0+14.50, 11.1' RT STA 5+81.05. 9.6' RT 1 EA 12"X8'" TEE 1 EA 8"X6' TEE I U): 1 EA 8" GV & BOX 10 LF 6 WMN STA 0+37.01, 11.1' RT 51k I I ,TEA 8"X6' TEE EATA HYDRANT VALVE o 9 1F 6" WMN �; +3 SAL HARLEY HOPKINS I FAMILY CENTER IZ N M N R E O O AVE E S I g I +BM=933.14 TNH — NE QUAD 940 __ _ & SECOND AVE s 940 935 935 930 930 _ 3+n.o®s-uoo, _ _ ---------.---_....._. SAN MH — — — — _ _ — — — -... _- _ _.. -------------------------------- R=925.03 1-912.97 (67 M _ _ EXISTING q PROFILE 925 925 8" WMN ----------------------- 920 ....... ................................. ...... 7.5' MIN 920 _ COVER ...... WMN PROPOSED rk PROFILE 915 _ 915 8' WMN 303 LF 8' SAN O 0.381E 910 91 0 905 905 900 900 —0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+80 0 20 40 0 5 10 1 HEAEBY CERTIFY THAT THS PVN, SPMFICATKIN, OR REPORT WAS PREPARm BY ME OR UNDER W DIRECT SUPERVISION AND THAT I AM A DULY LICENSED MR ATE3C>L_-r<:)"w / 8c MGNK, INC.PROF65gNIL DAM HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET ENGINEER LnNDER THE LAWS OF THE STATE OF MNINESOTA4 �'"'" LRS/NJA Consulting Engineers & Surveyors 2013 STREET & UTILITY IMPROVEMENTS 3.1 �ftoo; RICH REVERING, P.E. FAarAan MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN UTILITIES — MONROE AVE S s Monk Inc. 2012 All Riyyhtn Reeervad HK\T16I05147\C3D\PIANS\105I47UTIL—MONROE.dN 11 14 12 1:28 J. Ua NO. 20711 DATE 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA —0+20-5+80 • • 11 • • MONROE AVE S I 910 905 900 1 940 935 1 900 EXISTING El. PROFILE 930 15+00 16+00 17+00 17+80 0 20 40 0 5 10 1 HEREBY CERTIFY MAT THIS PVN, SPECIFICATION. OR REPORT WAS PROWIT BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE VWS OF ME STATE OF MINNESOTA 12+35.93-0.05' LT g O LTO N Sc M E N K, N C. SAN MH HOPKINS, MINNESOTA R-923.35 925 I-909.48 (B') s Consulting Engineers do Surveyors 50 (a8')-Nw ...... ......... ____. ____- ___... __.: .......... .............._ ..... _...... ____. ____. °A/N LRS/NJA 1-909.48 (187 E 920 MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN RICH J. REVERING, P.E. 7.5' MIN COYER Menk IM. 2012. NI Nte Reserved 915 s- wMN UTILITIES - MONROE AVE S 910 905 900 1 1 900 11+80 12+00 13+00 14+00 15+00 16+00 17+00 17+80 0 20 40 0 5 10 1 HEREBY CERTIFY MAT THIS PVN, SPECIFICATION. OR REPORT WAS PROWIT BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED PROFESSIONAL ENGINEER UNDER THE VWS OF ME STATE OF MINNESOTA MRW NJA / g O LTO N Sc M E N K, N C. °� �� HOPKINS, MINNESOTA SHE HORIZ. VERT. SCALE FEET SCALE FEET Consulting Engineers do Surveyors 3.3 °A/N LRS/NJA 2013 STREET & UTIUTY IMPROVEMENTS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN RICH J. REVERING, P.E. 1ARt® Menk IM. 2012. NI Nte Reserved WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN UTILITIES - MONROE AVE S H:\HOPIC\it6t05t4 C3D fOSlaUlll—MONROE.dW tt/t{/f2 7:2s m uc. Na. 20711 ah 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 11+80-17+80 • • • n., ^ cn ' ^ ) HOUSE (/)58) HOUSE (154) : HOUSE ! HOUSE (150) ,:... ,... (�48) (#42) HOUSE HOUSE (!38) (�34) HOUSE HOUSE (/30) (�28) HOUSE (R22) HOUSE (#18) : (SUS) V/ k J •r • +n l e s-- '::...• :.a.... _ ...I ., a :. ,. ..� .. .... I .. I•' I �• Da,, L -. ....... .. -... -. . -0 30' 0 0 1 +00I 2+00 8• � - 3+00 - ' 4+00 '- - :. 8• 5+00 Ij - - 884 LF 8' WMN ,a It ... :.� ys ` 5 •f . .S j• i _. HOUSE (117) ,• O + <'. HOUSE :� F&I T,� ($55 STA O>:�2d.S9• 1D RT ---- ----- HOUSE HOUSE HOUSE (/49) ''. (/145) (✓Z41) HOUSE : ': HOUSE (g37) (b33) HOUSE (#29) HOUSE ($25) HOUSE (#21) . I EA 8•X6 TEE (153) 11 LF 6• WMN _ STA 0+23.61. 21.2' RT 1 EA HYDRANT & VALVE ,I ' JACKSON AVE S n41 + BM=920.91 TNH — NE QUAD AVE J� 935 FIRST STT S 935 930930 _ .... ......... ......... 925 .... ....... _ .......... _ 925 _ 3+14.93-0.36' LT EXISTING q PROFILE SAN MH ® R=919.48 1-910.34 (87 S - 920 0+86.92-0.11' RT _ 1+910.34 (87 N _ - - - - - - - - -------- -------------- 920 SAN'.. ill. .._........ - - -----�7MIN R=917.71 - - - --_----.-..--- '--------------- 915 �. -_ O 75 COVER __.PROPOSED.. rk PROFILE 915 a' WMN 248 LF 8• SAN O 0.40X g• WMN..... ..... 910 1`T _ s•-w►wH _... .......... 317' LF 8' SAN O 0.40% 905 _ SER WATER MAIN INCIDENTAL) TARP 905 LOWER WATER MAIN TO PROVIDE 18' CLEARANCE UNDER STORM SEWER (OVERDO" INCIDENTAL) 900 900 895 895 -0+40 0+00 1+00 2+00 3+00 4+00 5+00 5+60 0 20 40 0 5 10 I HEREBY CERTIFY THAT THOi PVN, SPECIFICATION, OR REPORT was PREPARm BY ME OR UNDER MY DIRECT SUPEIMION AND THAT I AM A DIRT LICENSED MRW/NJA BOLTON 4& /-� M E N K• I N C. �. ah HOPKINS MINNESOTA I SHEET HORIZ. VERT. PROFESSgNAL ENGINEER UNDER THE LAWS OF THE STATE OF WNNESOTA T,RNEN Consulting Engineers & Surveyors 2013 STREET & UTIUTY IMPROVEMENTS d 3.4 SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE. MN RAMSEY, MN UTILITIES — JACKSON AVE S 08olton h Mark ITB:. 2012 All Rghtn Reamvad RICH J. REVERING, P.E. 20711 11-20-2012 c+goRD MRW/MAT WILLMAR, MN CHASKA. MN BAXTER, MN ROCHESTER, MN MAPLEWOOD, MN AMES, IA SPENCER, IA 0+00-5+80 H: HOPN\T76105747\C3D\PUNS\f05f a7URL-lACKSON.dr 11/1 /t2 1;}3 pm yam • • • HOSE j (01 4) HOUSE I I 1-909.07 (87 EXISTING r PROFILE _ r II ~ s . ��. .' m . ................ .:.: ........ - I.....z. .�:_ _............... __... v 1-909.07 8' E _ w --------- O --- SB -6 6+0 E 7+00 7460 ............... J 925 1-909.07 (87 EXISTING r PROFILE _ 925 1=sos 1D (1 w 1-909.07 8' E _ 920 --------- - -- --- - ............... PROPOSED PROFILE _ STA 6+64.29, 8.1' RT 915 8"X6' 915 ......... ......... ......... 12 LF6'WMNE I 1 STA 6+74.32, 8.1' RT 1 _1777 _ 1 EA HYDRANT & VALVE 910 905 STA , RT 905 1 EA e' GV & BOX _ HOUS&' 1 EA 8'X6' REDUCER 900 5+60 6+00 7+00 8+00 ug) I I 1 EA 6' SLEEVE _ 0 20 40 0 5 10 1 MR A / I JACKSON AVE S HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSRINIL ENGIHFDt UNDER THE LAWS OF THE STATE OF MINNESOTA DRAWN LRS/NJA + BM=920.91 2013 STREET & UTILITY IMPROVEMENTS cC� 3•./ TNH — NE QUAD nFnrO MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY. MN MAPLEWOOD. MN UTILITIES — JACKSON AVE S Iton a Menk, Inc. 2012, All H:\HOPIC\T16105147.D PLAN Rwhte Reearvad f05147unL-11CNSON.dr JACK ON AV S 940 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA rj+$0-11+80 RFWST 940 935 935 930 930 6+31.69-0-10' LT _ _..... _....... ... SAN MH R-921.69 925 1-909.07 (87 EXISTING r PROFILE _ 925 1=sos 1D (1 w 1-909.07 8' E _ 920 --------- - -- --- - 920 PROPOSED PROFILE _ 915 915 ......... ......... ......... 910 _1777 _ 910 905 905 900 _ 900 5+60 6+00 7+00 8+00 9+00 10+00 11+00 11+60 0 20 40 0 5 10 I HEREBY GENIIFY THAT THIS PLAN, SPECFrATIOK OR REPORT WAS PREPARED BY YE OR UNDER uY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED MR A / B O LT O N 8L M E N K, INC _ ^mmw HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSRINIL ENGIHFDt UNDER THE LAWS OF THE STATE OF MINNESOTA DRAWN LRS/NJA Consulting Engineers do Surveyors 2013 STREET & UTILITY IMPROVEMENTS cC� 3•./ RICH J. REVERING, P.E. nFnrO MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY. MN MAPLEWOOD. MN UTILITIES — JACKSON AVE S Iton a Menk, Inc. 2012, All H:\HOPIC\T16105147.D PLAN Rwhte Reearvad f05147unL-11CNSON.dr 11/16 12 1:73 pm Ue NG. 20711 y�� 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA rj+$0-11+80 �1 • • 1, I TNH 0+75, 19' RT I _ VAN BUREN AVE S 940 935 ♦/� V� HOUSE #146) HOUSE (# 142) HOUSE HOUSE (1134) .. HOUSE : 0136) (#130) : HOUSE (#126) HOUSE (#122) HOUSE HOUSE HOUSE (8118) (#114) (#110) HOUSE 'w I (#10fi) HOUSE v, (#102) __..... .._ ......__.. .. .. ....... .; . ........ .... ............ ........ .... ......... Q \ ,..... • • DECK � _ DECK ..._. ...i ..._.. ....._.. ... ' _.. .__._. Z SAN MH EXISTING (L PROFILE 3+64.46-0.00'.. _. PROPOSED GAS MAIN REPLACEMENT BY OTHERS. COORDINATE WITH CENTERPOINT ENERGY. (n I N SAN MH 925 1-915.16 (67 N / R�S22.12 925 r I 1.913.97 (87 5 — — — ----- 1-913.97 (8'- N 920 7,5' MIN COVER _ _- -- --- ---- — 920 I F PROPOSED rL PROFILE Q . 0 ......... 1+00 . ` _ I 2+00 I.._... 8• I 00 » » » >d —»�>> > 8• » \ >> » �» 0 915 +sg_f7 I I 642 LF f DIP WMN I I O 264 LF 8' SAN 0 0.37x _ 8' WMN 910 r 910 INSTALL WATER MAIN •� 1 -- .... BELOW SANITARY- SEWER F&I (OVERDEPTH INCIDENTAL) I STA 0+58 26, 7,5'r RT. I 900 1 EA ' TGV & BOX 0+00 1+00 2+00 3+00 4+00 5+00 6+00 STA 0+75:18. 7.6''. RT 20 . 40 0 5 10 1 HEAEW CERTIFY MAT THIS PWT, SPECIRGTION. OR REPORT WAS PREPMED BY ME OR UNDER MY DIRECT SUPERVWN AND THAT I AN A DULY UCFNSED DOIIIIMD MRW/NJA B O LTO N Sc M E N K, I °"x HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE 1 EA 81x6` TEE PROFMIOKLL ENGINEER UNDER THE LAWS OF ME STATE OF MINNESOTA oRarN LRS/NJA Consulting Engineers do Surveyors 2013 STREET &UTILITY IMPROVEMENTS 3.6 I 13 LF 6. WMN MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR. MN CHASKA, MN RAMSEY. MN MAPLEWOOD, MN UTIUTIES - VAN BUREN AVE S ..... s HDn3 - RICH J. REVERING, P.E. 20711 11-20-2012 ��® MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA STA -0+15;17; 19.5' AT H: HOP 77610514 C3D PLAN BURf?1.dw 11/14/12 11:55 am (A ) .. 0+00-6+00 I EA HYDRANT &:VALVE ,_.......... __... _. ..... ._... ., : HOUSE < HOUSE : _..... I HOUSE ', (#145) HOUSE 4141) HOUSE HOUSE (#137) '', HOUSE (f 129) .... ........ (#123) (#;119) HOUSE •....., :. 109 ) ._ .....' HOUSE 101 _ (#733) HOUSE HOUSE (#125) I VAN BUREN AVE S + BM=926.61 TNH 0+75, 19' RT 940 _ VAN BUREN AVE S 940 935 935 930930 . ........ .... ............ ........ .... ......... 0+67.25-0.00' SAN MH EXISTING (L PROFILE 3+64.46-0.00'.. _. R_923,60 _ SAN MH 925 1-915.16 (67 N / R�S22.12 925 1.913.97 (87 5 — — ----- — — — — 1-913.97 (8'- N 920 7,5' MIN COVER _ _- -- --- ---- — 920 PROPOSED rL PROFILE Q O 915 ......... 8`_ WIWN 297 LF 8. SAN 0 0.4o1G 915 264 LF 8' SAN 0 0.37x 8' WMN 910 _ 910 INSTALL WATER MAIN _.. __.. BELOW SANITARY- SEWER (OVERDEPTH INCIDENTAL) 905 900 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0 20 . 40 0 5 10 1 HEAEW CERTIFY MAT THIS PWT, SPECIRGTION. OR REPORT WAS PREPMED BY ME OR UNDER MY DIRECT SUPERVWN AND THAT I AN A DULY UCFNSED DOIIIIMD MRW/NJA B O LTO N Sc M E N K, I °"x HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFMIOKLL ENGINEER UNDER THE LAWS OF ME STATE OF MINNESOTA oRarN LRS/NJA Consulting Engineers do Surveyors 2013 STREET &UTILITY IMPROVEMENTS 3.6 MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR. MN CHASKA, MN RAMSEY. MN MAPLEWOOD, MN UTIUTIES - VAN BUREN AVE S 1 B13 n & Menk Ina 2012, All Riyhtn Ree —d a05147URL—VAN - RICH J. REVERING, P.E. 20711 11-20-2012 ��® MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA H: HOP 77610514 C3D PLAN BURf?1.dw 11/14/12 11:55 am Ua Ra DATE 0+00-6+00 0 0 0 %art PROPOSED GAS MAIN REPLACEMENT BY OTHERS. COORDINATE WITH, CENTERPOINT ENERGY. HOUSE (#58) HOUSE U) (#54) HOUSE HOUSE HOUSE HOUSE (#50) (#46) (#42) (#35) HOUSE HOUSE U HOUSE SE 0, (0#34) (#30) HOUSE (#26) HOUSE (#22) HOUSE (#'a) 0 + HOUSE (#14) • �-A . 0 00 'A III, 1 AFUU < 7 1 .. . ......... . ......... .................... -<< i< -------- SAN :A <1 10+ Sa /910 B" -SAN I S8 . . .......... . . . .. . T 623 LF 8" WMN' ................ ........ .......... t ............................. A 0 7 DECK . .... ... HOUSE (#41) HOUSE HOUSE (#29) HOUSE HOUSE (#59) (#37) HOUSE HOUSE (#17) (#13) F&I STA 6+52.08, 8.2' RT HOUSE (#53) HOUSE HOUSE (#49) (#45) (#33) HOUSE HOUSE I EA8'GV& BOX (#25) (#21 STA 6+57.w, 8.2- RT I EA 8'X6' TEE 13 LF 6" YAM STA 6+57.06, 20.6- RT I EA HYDRANT VALVE VAN B U R E N AVE IS + Bm=923. 0 TNH - NE QUAD VAN VUREN AVE S 940 ............... .............. . & FIRST ST S 940 935 ............. ........... ........... ............. ........... - .......... 935 930 ............. . ......... .............. 930 10+32.92-0.00' SAN MH R-922.53 925 6+28.49-0.00' SAN MH 1 11 1 1 1 11 -l- - - "I'll, L L L L ' L L ' EXISTING EXISTING IL PROFILE - 1..","". 11 1 1 --- - I I LL I-- I - I I I 2.05 (8-) S :::112.11 (S-) N I 1 11 1 I 925 R-920.79 1-912.98 (a-) s 1=912.98 (8-) N 920 - — — — — — — — — — — — — — — — — 7.5' MIN COVER 920 PROPOSED rL PROFILE B. WMN 915 ....................... .......... . . ......... 915 404 LF 8' SAN 0 0.22X . . .............. -4 250 LF 8* SAN 0 O.3OX 910 ............ .......... ............ .................. 8" VIVIAN .......................... ...... ........ 910 INSTALL WATER MAIN BE" SMITARY 905 SEVER (OVMDEPTH INCIDENTAL) 905 LOWER WATER MAIN TO PROVIDE .................. - ............... MIN. 18' CLEARANCE UNDER STORM SEWER (INCIDENTAL) 900 900 6+00 7+00 8+00 9+00 10+00 11+00 12+00 0 20 40 0 5 10 1 HEREBY CERTIFY THAT THIS PIAN, SPECIFICATION. OR REPORT WAS UY ME OR LUNGER DIRECT SUPERVISION AND THAT I AM A DULY UPCFEENPSAERDED MRW/NJA E3 C> L --r CD M 4& M [=— INI I RIX. ff mm HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSIOK-L ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 01WN LRS/NJA Consulting Engineers & Surveyors T 2013 STREET & UTILITY IMPROVEMENTS 3.7 RICH REVERING, P.E. MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WIU.MAR, MN CHASKA, MN RAMSEY, MN MAPLENOOO, MN UTILITIES — VAN BUREN AVE S ,I.. & MsnI%,1,%.2O1\2, —d K\T16105 '_' . h- Reserved B LZSR�1`05147 L-VAN UREN.dg 11/14/12 11:55 J. 20711 11 -20-2012 UC. NO. - "m MRW/MAT BAXTER. MN ROCHESTER, MN AMES, IA SPENCER, IA 6+00-12+00 • • • r _ r 0 _ 0 + BM=923.93 910 905 _. Se TNH - NE QUAD 940 J 12 0 8 13+00 &VEXCELSIOR BLVD im cmm _ 935 EXISTING q PROFILE 13+00 14+00 15+00 930 17+00 18+00 U) 930 I NERMY CERTIFY THAT THIS PIAN' SPEOMTON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED °ESOM MRW/NJA .... ......... 12+82.87-1.26' RT _ �� mm HOPKINS MINNESOTA E SHEET HORIZ. SCALE :.. SAN. MH _...... PROFESSIONAL ENGINEER UNDER DIE NAYS OF TW STATE OF MINNESOTA Consulting Engineers & Surveyors 3.8 LRS/NJA R-923.25 HOUSE ($13)F&I HO SE I STA 12+74.82, 8.8' RT I UTILITIES - VAN BUREN AVE S 1 EA 8'X8' TEE RICH J. REVERING, P.E. 20711 11-20-2012 ,::91911.35 908.71 (1S') W 11 LF 6' WMN BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 9251_908.64 STA 12+74.81, 19.7' RT (18") E _ 1. EA HYDRANT"&"VALVE 1 STA 12+79.82, 8.8' RT I ........ ...... _.__.. .._.__ ____. ____ _.___ 12+00-18+00 1 EA 8' GV & BOX TPROPOSED 1 EA 8" SLEEVE I '. CONNECT TO EXISTING WMN , VAN B U R E N AVE S COVER 910 0 _ + BM=923.93 910 905 TNH - NE QUAD 940 _ &VEXCELSIOR BLVD 940 935 _ 935 EXISTING q PROFILE 13+00 14+00 15+00 930 17+00 18+00 0 930 I NERMY CERTIFY THAT THIS PIAN' SPEOMTON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED °ESOM MRW/NJA .... ......... 12+82.87-1.26' RT _ �� mm HOPKINS MINNESOTA E SHEET HORIZ. SCALE :.. SAN. MH _...... PROFESSIONAL ENGINEER UNDER DIE NAYS OF TW STATE OF MINNESOTA Consulting Engineers & Surveyors 3.8 LRS/NJA R-923.25 1.35(6*)S UTILITIES - VAN BUREN AVE S RICH J. REVERING, P.E. 20711 11-20-2012 ,::91911.35 908.71 (1S') W OBonon a Monk Ine. 2012, NI iNyhte RINNNved BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA 9251_908.64 (18") E _ 925 UD. No. a� CONNECT-TO--EXISTM MH _._ ........._ __._.. ____. ____. _._.. _..... ___. ....... ........ ...... _.__.. .._.__ ____. ____ _.___ 12+00-18+00 920 TPROPOSED 75' MIN '. COVER .......... ..._ ____. _.._.920 q PROFILE 8• WMN 915 _ _ 915 910 0 _ 910 905 _ 905 900 12+00 13+00 14+00 15+00 16+00 17+00 18+00 0 20 40 0 5 10 I NERMY CERTIFY THAT THIS PIAN' SPEOMTON, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY UCENSED °ESOM MRW/NJA BOLTON Sc M E N K, INC. �� mm HOPKINS MINNESOTA E SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSIONAL ENGINEER UNDER DIE NAYS OF TW STATE OF MINNESOTA Consulting Engineers & Surveyors 3.8 LRS/NJA 2013 STREET & UTILITY IMPROVEMENTS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY. MN MAPLEWOOD, MN UTILITIES - VAN BUREN AVE S RICH J. REVERING, P.E. 20711 11-20-2012 OFYI® MRW/MAT OBonon a Monk Ine. 2012, NI iNyhte RINNNved BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA H:\HOPK T1610514 C3D P f0514711DL—VAN BURFN.d 11/14/12 11:55 am UD. No. a� 12+00-18+00 • • • HOUSE, IF 0146) i y/ CD HOUSE (M142) HOUSE .' (#1 16) : HOUSE HOUSEHOUSE(x1102) DECK (//130)' -_.. HOUSE 0120 ) HOUSE ., 106) 1 010 ) HOUSE_.. H RUSE HOUSE ... Y HOUSE 22 (#) ... _............... (/126) N(#138) ,. , I - J - JTi{r , 1 I 0 O 01 © 1+00 - » ;... » �SB))12 .... » » » » ,. ,. }Q08�.. - .. _... ...._..._..... _.6.4 -0+20 8�_.SAN _._2..00 .._.__ 3 ,,. 4+00 Ask SAN ! q..... __ ___ I .._.... �....... MSa /11 650 LF 16' WMN T. , • DECK - ' . HOUSE (# 145) ':. I :.. - HOUSE... .... HOUSE HOUSE , HOUSE !: I ':STA D+13.44. 7.8' Ri ... .:N HOUSE (/137) 0133) HOUSE (1129) (1/125) (11121) ! HOUSE HOUSE .. 1.EA 12' GV & BOX -1 EA 16' GV & BOX GARAGE ll,EA 12'X16' TEE F&I STA 0+31.46, 7.8' RT 1 EA 16 X6' TEE 12 LF 6' WMN �EA HYDRANT & '�� HARRISON AVE S p 8 ) G-937.55 DECK. . -+.. + BM=941.06 TNH — NE QUAD 9 40 HARRISON AVE S & SECOND ST S 940 SAN MH R-935.94 1=927.78 (87 N 3+51.89-0.00' 935 — —-------- ----- RSAN MH s7 935 ....... _ ------------ .............. _ - - - - - - ,1_920.04 (s7 s ............... EXISTING C PROFILE 1920.04 (8') N 930 _ ---__-----'---- ... — ___ 930 6 _ 925 . 27 LF g- SAN 2702 —_' — — — 9 25 o PROPosm PROFILE 7.5' MIN d 16 WARN .. COVER 920 ... . i'i Jr: .. '..i ... 920 _... ;..INSTALL WATER MAIN........ _....... _... _. '.:.:. BELOW SANITARY SEWER (OVERDO" INCIDENTAL) 18' it>11N ' 915 281 LF a- SAN o 2.75X915 910 910 905 _ _ 905 900 900 -0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+80 0 20 40 0 5 10 I HEREBY CERTIFY THAT THIS PUN, SPECIRCATION. OR REPORT WAS PREPARE BY ME OR UNDER MY DIRECT SUPVMSION AND THAT I IY A DULY UCENSE MRw�A / /-� BOLTON M E N K, ' N C. �. m O`er HOPKINS, MINNESOTA SHEET HORIZ. SCALE VERT. FEET SCALE FEET PROFESSIONAL ENGINEER UNDER THE LAWS GF THE STATE OF MINNESGTA Dw.N LRS/NJA Consulting Engineers do Surveyors 2013 STREET & UTILITY IMPROVEMENTS (� 3.9 H J REVERING, P.E. cxeME MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD. MN UTILITIES — HARRISON AVE S Rw H�:\�HDPK\T 6105147\C20 3D\PIANS\To ,5 471m-1V.RRISON.EW 11 14 12 1:41 m RI 20711 11-20-2012 �� MRW/MAT BAXTER, MN ROCHESTER, MN AMES. IA SPENCER, M -0+20-5-F80 • • • i o I� l HOUSE (6102) :; � "' v -': cl HOUSE I (658) �t54) HOUSE (650) HOUSE HOUSE HOUSE HOUSE (638) (/i34) (630) HOUSE (626) HOUSE (622) HOUSE — I (646) -(642) f � 1 .-... • - _ .._.. _ _ +..... ..,._.....6+ c4 _....-7+00 j' 8+00 8=_ 10+00 11+00 8. 1�... 12 \r N b I I I i r T, 849 LF 16" WMN �- -``- ---- -- -- -- --- - --�-- - -- �-- 1�- -- -- -1 r. HOSE HOUSE (657) I I_. _... ( ace) (645)'. OUSE: 6101) §TA 6+63.61. 9.9' RT ,. 1 EA 16" GV & BOX 1 EA 18'X6" TEE ' 10_ LF 6" WMN I -HOUSE HOUSE 37 (6 ) (633) HOUSE (i29) HOUSE (625) HOUSE HOUSE (617) I STA 6+63.62, 19.0' RT (#21) # 9 Sk HYDRANT do VALVE DECK I ' O � HARRISON AVE S + BM=926.77 TNH — NE QUAD HARRISON AVE S 940 & FIRST ST S 940 935 _ 935 930 6+32.50-0.00' 930 SAN -MH- ____. _..__ .__. _..__. ____. ____. ____. ___ _.___ .___. ......... .... ............... .............._ ____. ____. .__ ..... ............ =912'32 (67 5 1-912.46 (87 N EXISTING q PROFILE 925 _ ® 925 ----------- 10+47.37-0.00' ---- — -- ——.—.—.—.—.._ __.........SAN MH _... _. _. -------------------- _. R-919.23 ;MIN 1_910.82 (6-) s 920 g B 7.5' COVPROPOSEDPROFILE-- ----------- — --- 1,.910.» (8' N , 920 __ - 915 - p p 915 415 LF 8- SAN O 0.4Ox LF 8 SAN o o.47x 910 910 _. .. :.: 16- WMN ... ... 905 INSTALL WATER MAIN ................BELOW.... 905 (OVERDEPTH INCIDENTAL) 900 1900 5+80 6+00 7+00 8+00 9+00 10+00 11+00 111+80 D 20 40 0 5 10 1 HEREeY CERTIFY T4AT THIS PUN. SPECIFICATION, OR RETORT WAS PREPARED UY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 AM A DULY UCENSED eEIIom MRW/NJA B O LTD N 8L M E N K, INC. �. RN u1E HOPKINS MINNESOTA F SHEET HORIZ. VERT. PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESDfA DRAWN Consulting Engineers d0 Surveyors 2013 STREET &UTILITY IMPROVEMENTS 3.10 SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN RAMSEY, MN UTILITIES — HARRISON AVE S C6okon k Menk Ine. 2012, AI R'y" Ree — 2"S\1051.R RICH J. REVERING, P.E. 20711 11-20-2012 C.0m MRW/MAT WILLMAR, MN CHASKA, MN MN MAPLEWOOD, BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA S+SO-11+80 H: HOPK T1fi10514 C3D L–HAHRISON.dw 11 14 12 1:41 m w:Na oAn[ • • • I + + � Fdtl STA 1 EA 16• 4S BEND I I STA USE 1 1 _ o 1 EA 1a• 45' BEND R) HOUSE HousE I a 1 FA 16' GV k BOX (a14) (a,o) 1 I I 16 1 EA ' SLEEVE 1 EA CONNECT TO IX 16 WMN I CORE DRILL CONNECTION - TO EXISTING MH IOR B EX CELS I ....... GG _„ ... e• SAN 12+00 )) » ........ ) N 14+00 14+19 I ...,;. .. , I , STA , RT EA 16"X6* TEE x 11 LF 8' WMN /.. :... I I ANT 1 EA HYDRANT do VALVE -: - -- -`- - -- - STA • RT _ --- m I 1 EA 16' TEE —> ,. 1 EA 16'X8• REDUCER 1 EA 6' GV & BOX '..m/ I , EA 6• SLEEVE wADDRESS n 13 .. 11 -ADDRESS ADDRESS :' 15 (a13) HOUSE r. . co HOUSE can) l � r <Q HARRISON, AVE S =� > • >> » ��-i I o ADDRESS t BM=924.66 TNH — NE QUAD WON940 940 940 ac EEXCELLSIIORVBLVD 940 935 .. 935 935 _ _ 935 930 930 930 930 19 C 13+01.61-10.53• LT EXISTING PROFILE 925 _.12+65.74-O.W ..SAN MH 925925 _zoVER PIPE -. 925 ----SAN, EXISTING q PROFILE 920.04 1909.71 (87_ S =908.512(187 W 1=909.52 (8•) SE ------------- 1:909.71 (87 NW 1908.51 (18') N - - - CONNECT TO EXISTING MH - 920-------- - - - - ----- 920 920 _---- 920 -7 ' 7.5' MIN COVER 7.5 MIN.... 915covER 915 915 915 PROPOSED q PROFILE. 777. ::. ,...., ... 910 .......... 910 910910 ...................................................... 16' WMN 905 19 LF e• sAN o �.o1x 905 905 905 INSTALL WATERMAIN BELOW SANITARY SEWER (OVERDEPTH INCIDENTAL) 900 900 900 900 11+80 12+00 13+00 14+00 14+60 0+00 1+00 1+80 0 20 40 0 5 10 1 HEWEDY CERTIFY THAT THIS PVN, SPECIFICATION, OR REPORT WAS PRFPMEG BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED DCS*EO MRW/NJA BOLTON Sc M E N K, N c::_ I&. IN DUE HOPKINS MINNESOTA SHEET HORIZ. VERT. 1 PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. IWW.N Consulting Engineers & Surveyors 2013 STREET &UTILITY IMPROVEMENTS 3.11 SCALE FEET SCALE FEET LRS/NJA MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR. MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN UTILITIES — HARRISON AVE S yy a105147LTIIL-HARRISON.dW RICHJ. REVERING, P.E. 20711 11-20-2012 F,mTm MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA HOPK\T 6105147\C3D\PUN 11 14 12 1:41 In Ut N& GATE 11+80-1%f•80 0 • • DESCRIPTION 935 LOCATION 935 930 930 925 925 ... _.. .EXISTING rk...PROFILE _. ......... 920 -- -- -- --__ _---- 920 915 915 OPROPOSED PROFILE 910 � 910 ..... 905 _ _ _ _ _ _ ......... ... _ _ 905 900 _ _ 900 895 895 —0+20 0+00 1+00 2+00 3+00 4+00 5+00 5+80 0 20 40 0 5 10 BY M ORCUNDER MY DIRECT SUPFY TlIAl 11111 EIM ION AND THATT I IOR SN A �. I,� MRw�,A / /� BO LTO N Sc M E N K, INV. �� HOPKINS, MINNESOTA SHEET HORIz. VERT. SCALE FEET SCALE FEET PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. KNr« LRS/NJA Consulfing Engineers do Surveyors 2013 STREET & UTILITY IMPROVEMENTS 3.12 RICH J. REVERING, P.E. c+rao® MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN UTIUTIES - 1ST ST S O%K- & M -K Inc. 2012, aI Tghtn ReeaveA H.\HOPK\T18105147\C3D PIANS f05147U1R_F M.M It/t4/12 7:39 am ua NO. 20711 DATE 11-20-2012 MRW/MAT BAXTER, MN ROCHESTER, MN AMES, IA SPENCER, IA X+XX—X+XX • • El Z5 w W I O 01) I Z Fdd I c..... I I F&I STA 3+38.93, 15.3Rf If CO 2 9 1 EA 12'X8 TEE GSTA 129.05 �2GV k BOX 12 LF STA 2+24.05. 15' LT STA 3+38.93, 27.4' RT ..:. 1 EA 1 TEE 1 EA HYDRANT '& VALVE 1 i G-923.87 ..........