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09-10-12 CC WS AgendaCITY OF SHOREWOOD CITY COUNCIL WORK SESSION MONDAY, SEPTEMBER 10, 2012 AGENDA 1. CONVENE CITY COUNCIL WORK SESSION A. Roll Call B. Review Agenda 5755 COUNTRY CLUB ROAD COUNCIL CHAMBERS 6:00 P.M. Mayor Liz& Hotvet Siakel Woodruff Zerby 2. METROPOLITAN COUNCIL ENVIRONMENTAL SERVICES SANITARY FORCE MAIN PROJECT ATTACHMENTS Engineer's memo 3. ADJOURN ® #2 MEETING TYPE City of Shorewood Council Work Session Item Work Session Title / Subject: Metropolitan Council Environmental Services Sanitary Force main Project Meeting Date: September 10, 2012 Prepared by: James Landini Reviewed by: Jean Panchyshyn Attachments: Route Map, newsletter article, water main interconnect sketch Policy Consideration: Infrastructure improvements Background: Dan Fick from the Metropolitan Council Environmental Services will be in attendance to present a force main upgrade project that will travel through Excelsior, Greenwood and Shorewood. The Met Council project involves adding an additional force main to the existing force main that travels in Shorewood under Excelsior Boulevard, Highway 7, Radisson Road and Covington Road. The Met Council asked staff if there are Shorewood projects that could be included in the endeavor. Two potential projects to consider for inclusion in the Met Council project include a lift station 11 force main separation and a water system interconnection with Excelsior. Lift station 11 force main currently connects into the Met council force main and would be very strategic to separate those pressurized waste flows. The water system interconnect would be another strategic improvement for emergencies to supply each community with water during an unfortunate event. Both projects would be economical to pursue since the Met Council will have the roads disturbed, thus making Shorewood's improvements less costly. A third potential project would be another water main crossing under Highway 7 to provide system redundancy. The third project would necessitate the extension of water main under Radisson Road which isn't in the Met Council's improvement area. Financial or Budget Considerations: If Council considers the potential projects as viable, Staff would include them in the C.I.P for future budgeting. Options: 1. Listen to Mr. Fick's project presentation and discuss potential opportunities to partner. 2. Direct staff to gather more information about the potential projects to present to Council at another meeting. 3. Direct staff to investigate other potential projects to present to Council at another meeting. Recommendation / Action Requested: Discuss Met Council's project and thank Mr. Fick for the presentation and opportunity to potentially partner in infrastructure improvements. Next Steps and Timelines: The Met Council will cohost an informational meeting on Sept. 19, 2012 at Shorewood City Hall for the public. The meeting is advertised in the newsletter and a mailing has been completed. Connection to Vision / Mission: Met Council's project provides Shorewood residents with quality public services. Mission Statement: The City of Shorewood is committed to providing residents quality public services, a healthy environment, a variety of attractive amenities, a sustainable tax base, and sound financial management through effective, efficient, and visionary leadership. Page 1 Residents and Businesses Being Asked for Input Sanitary Sewer Construction Planned for 2013 Staff from Metropolitan Council Environmental Services (MCES) and the City of Shorewood are hosting a neighborhood meeting to discuss the route and construction of a new regional sanitary sewer in Shorewood. The meeting will be held from 6:00 to 7:30 p.m. on Wednesday, September 19, 2012, at Shorewood City Hall, 5755 Country Club Road. The new regional sewer will be a force main which conveys pumped wastewater. Construction is planned to begin in 2013. This project is located along the southern part of Lake Minnetonka and includes portions of the cities of Excelsior, Greenwood and Shorewood. The force main currently serving the area was constructed in 1971. The proposed project will add a second force main and provide improved reliability, operability, flexibility and redundancy. In the City of Shorewood, the new force main will be constructed along Excelsior Boulevard (between Manor Road and St. Albans Bay Road) and along Covington Road (near Resurrection Cemetery). City and MCES staff want to receive input early in the project design from property owners near the construction route. Area businesses and residents are encouraged to attend the meeting on September 19, ask questions about the project, and communicate any special needs they may have during construction. For more information about this regional sanitary sewer construction project, contact the following MCES staff: • Dan Fick, Project Manager, 651 - 602 -1061, dan.fick metc.state.mn.us • Tim O'Donnell, Project Citizen Liaison, 651 - 602 -1269, tim.odonnell anmetc.state.mn.us � v Metropolitan Council i Environmental Services 2013 -2014 Sewer Improvements in the Southern Part of Lake Minnetonka Area Sewer improvements are needed along the southern part of the Lake Minnetonka Area. The existing force main was constructed in 1971 and the planned improvements will address issues of reliability, operability, flexibility and redundancy. These improvements include a new force main and various pump station improvements. Pump Station L19 is located in the City of Excelsior and it pumps flow through force main 7017 through Excelsior, Greenwood and into Shorewood. The pump station and force main were part of a larger study area and an overall Facility Plan for the Lake Minnetonka Area that was completed in 2006. The planning has been completed over the last two years and the project is in final design. The improvements are the responsibility of the Metropolitan Council's Environmental Services (MCES) which manages the region's sewer system. The costs of all regional sewer improvements are shared system wide and will NOT be assessed to adjacent property owners. MCES is collaborating with each city along the route so that city improvements planned for the same route can be constructed at the same time. Construction is scheduled to begin in spring 2013 and continue over the winter into 2014. Dan Fick, Project Manager Tim O'Donnell, Senior Information Coordinator Daniel.Fick @metc.state.mn.us Tim.Odonnell @metc.state.mn.us 651- 602 -1061 651 - 602 -1269 i pQ G e� qv -1 r , Gree_ LLLI Proposed Forcemain Route Excelsior Improvements N Feet S 400 0 400 800 Forcemain Route (Parallel to Existing MCES Forcemain) Exhibit A -4 June 2012 StantK V:\ 1938\ active\ 193800026\ GIs\ Projects \proposed_forcemain_route_A4. mxd 1� , m � I � �p LLI 1 .0 -0 9 e 1p0 J., 5 r �® �.:> State HMI 7 CL s� a�sQ,a� , t e 4 REWOO ,e N Proposed Forcemain Route Excelsior Improvements N W E Feet S 300 0 300 600 Forcemain Route (Parallel to Existing MCES Forcemain) Exhibit A-6 September 4, 2012 StantK V:\1938\active\193800026\GIS\Projects\proposed—forcemain—route A6.mxd GENERAL NOTES: 1. FORCEMAIN TO BE INSTALLED AT THE SAME APPROXIMATE ELEVATION AS THE EXISTING FORCEMAIN UNLESS STATED OTHERWISE. 2. RESTRAINED JOINT DIP FITTINGS & BENDS a REQUIRED TO MAINTAIN LINE &GRADE SHALL BE 0 g CONSIDERED INCIDENTAL TO THE FORCEMAIN. �® ® 3. REQUIRED FORCEMAIN OVERDEPTH TO MAINTAIN UNIFORM GRADE SHALL BE CONSIDERED w k o QZ INCIDENTAL TO THE FORCEMAIN. a 0 � 4. THE CONTRACTOR SHALL INSTALL PASSIVE ELECTRONIC MARKERS (PEM) OVER THE EXISTING FORCEMAIN FROM STATION 1 +00 TO 117 +00. - CONTRACTOR SHALL EXPOSE THE TOP OF THE FORCEMAIN AT THE PROPOSED PEM LOCATIONS. PENIS SHALL BE INSTALLED 2 TO 3 FEET BELOW SURFACE, AND AT LOCATIONS INDICATED IN SPECIFICATIONS OR AS DIRECTED BY THE CAR. a' ® �� ��" mH� ®,. , G ® GD G ® p 0 - OHP �: z an ®w 0o-fP..: 0HP PEM LOCATIONS SHALL BE SURVEYED a., r° 0HP 0o-00 :; ... ®HP (DETERMINE X, Y, Z Y THE S B COORDINATE ) CONTRACTOR. aas +ao ^+00 I I 446,00 5. THE CONTRACTOR SHALL ADJUST THE EXISTING aa3 +ao aaa +oo _. 1 1 I J FORCEMAIN STRUCTURES WITH THE MINIMUM 80 +00 81 +00 _ s _ s NUMBER ADJUSTMENT RINGS. USE ONE SB 61 82 +00 83 +00 + � s CONCRETE ADJUSTMENT RING AT A THICKNESS OF 2 ", 4" OR 6" IN PAVED AREAS. .. ,..:' 6. WHERE EXCAVATION MAY UNDERMINE EXISTING G - _ G - _. _ G G=D _ G-D _ G- ..... - GD _.. GD ...._ G- G �....... _. G =D G _ &D _ G -D ': .�D G - ® G - 0 G- -D _. 0 -D G -®. PIPES USE PROTECTION AND SUPPORTS TO PIPES G® PREVENT LOSS OF PIPE STABILITY. 7. EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BLOCKING. CONTRACTOR. &D GD G-D &D _ G® _ G-D G -D r° 5. THE CONTRACTOR SHALL ADJUST THE EXISTING - FORCEMAIN STRUCTURES WITH THE MINIMUM NUMBER ADJUSTMENT RINGS. USE ONE CONCRETE ADJUSTMENT RING AT A THICKNESS OF 2 ". 4" OR 6" IN PAVED AREAS. i . -O . .. 1111 &11 / . . — . . � . / ---' I I j 6. WHERE EXCAVATION MAY UNDERMINE EXISTING PIPES USE PROTECTION AND SUPPORTS TO PREVENT LOSS OF PIPE STABILITY. 7. EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BLOCKING. '\ / � - \ \ GENERAL NOTES: \ -- \ \ — — — — , 1. FORCEMAIN TO BE INSTALLED AT THE SAME / \ — _ — APPROXIMATE ELEVATION AS THE EXISTING -- - — \ _ — \ FORCEMAIN UNLESS STATED OTHERWISE. EXCELSIOR , — \ ° i \ 2. RESTRAINED JOINT DIP FITTINGS &BENDS / � \ REQUIRED TO MAINTAIN LINE & GRADE SHALL BE g �- I CONSIDERED INCIDENTAL TO THE FORCEMAIN. a § \ S / 3. REQUIRED FORCEMAIN OVERDEPTH TO MAINTAIN w o W \ 10 ?0 / UNIFORM GRADE SHALL BE CONSIDERED k s INCIDENTAL TO THE FORCEMAIN. a \ / — O6-0 - ®PER OP11P OM" - -'' DIRK - OHF ON° 11 064p 11 I � OVA 4. THE CONTRACTOR SHALL INSTALL PASSIVE 1111 .. .... . ........ + ......... --- O"P ELECTRONIC MARKERS (PEM) OVER THE EXISTING ..... ....... 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EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BLOCKING. 970 960 950 940 930 920 910 — St. Paul MN 55113 CONSULTINGENGRREP — EXCELSIOR AREA IMPROVEMENTS CF18 ISSUED FOR BIDDING ALP .-- Phone: 651- 636 -4600 DATE MCES CONSTRUCRON DEPT REP REN,R<G FE— — LT�N TmEDOR --TED ane Fax: 651 - 636 -1311 EN^I^E PROPOSED FORCEMAIN PLAN &PROFILE Stardec REVISIONS REVISIONS — —ND www.stantec.com MCPS ENGR DEPT REP ATE 2850CF0018 EXCELSIOR MINNESOTA 47 OF 160+ EXCELSIOR BOULEVARD ° 40 S 970 1111 .. .... . ........ + ......... ..... ....... E .. ... ... ::: :: : :: — :: .: :: PB 62 � I .11 -11 . 1I1 1 1 1 , 1 .. 111 1111... 1 111: : i 11 : :: : i : :: . : : i 1 1 1 960 + I � _.. 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DESMNm OI — IHEREBYCERR %TH4 --. BPEL—H. OR REPORT WPBPREPAREO UCENSED � ME OR UNDER MY OF THESTRTEOFLNNNE30A St. Paul Office APPROVED RECORD DRAWING PR - TWM TGD RtOE59— ENGIEERUNDEERTHEl 2335 West Highway 36 DATE 970 960 950 940 930 920 910 — St. Paul MN 55113 CONSULTINGENGRREP — EXCELSIOR AREA IMPROVEMENTS CF18 ISSUED FOR BIDDING ALP .-- Phone: 651- 636 -4600 DATE MCES CONSTRUCRON DEPT REP REN,R<G FE— — LT�N TmEDOR --TED ane Fax: 651 - 636 -1311 EN^I^E PROPOSED FORCEMAIN PLAN &PROFILE Stardec REVISIONS REVISIONS — —ND www.stantec.com MCPS ENGR DEPT REP ATE 2850CF0018 EXCELSIOR MINNESOTA 47 OF 160+ / GENERAL NOTES: ® 0' 1. FORCEMAIN TO BE INSTALLED AT THE SAME / w OPg5 APPROXIMATE ELEVATION AS THE EXISTING / W I = I FORCEMAIN UNLESS STATED OTHERWISE. / C9 W g L LL I 2. RESTRAINED JOINT DIP FITTINGS & BENDS / ® O O REQUIRED TO MAINTAIN LINE & GRADE SHALL BE U CONSIDERED INCIDENTAL TO THE FORCEMAIN. U ® Q 3. 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EGGNFlaMEON,� Fax: 651 - 636 -1311 PROPOSED FORCEMAIN PLAN 8 PROFILE Stardec NO OY REVISIONS REVISIONS TE NEa NG www.stantec.com MCES ENGR DEPT REP DATE 2850CF0021 EXCELSIOR MINNESOTA 50 OF 160+ 1. FORCEMAIN TO BE INSTALLED AT THE SAME APPROXIMATE ELEVATION AS THE EXISTING FORCEMAIN UNLESS STATED OTHERWISE. 2. RESTRAINED JOINT DIP FITTINGS & BENDS REQUIRED TO MAINTAIN LINE & GRADE SHALL BE CONSIDERED INCIDENTAL TO THE FORCEMAIN. 3. REQUIRED FORCEMAIN OVERDEPTH TO MAINTAIN UNIFORM GRADE SHALL BE CONSIDERED INCIDENTAL TO THE FORCEMAIN. 4. THE CONTRACTOR SHALL INSTALL PASSIVE ELECTRONIC MARKERS (PEM) OVER THE EXISTING FORCEMAIN FROM STATION 1 +00 TO 117 +00. CONTRACTOR SHALL EXPOSE THE TOP OF THE FORCEMAIN AT THE PROPOSED PEM LOCATIONS. PENIS SHALL BE INSTALLED 2 TO 3 FEET BELOW SURFACE, AND AT LOCATIONS INDICATED IN SPECIFICATIONS OR AS DIRECTED BY THE CAR. PEM LOCATIONS SHALL BE SURVEYED (DETERMINE X, Y, Z COORDINATES) BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL ADJUST THE EXISTING FORCEMAIN STRUCTURES WITH THE MINIMUM NUMBER ADJUSTMENT RINGS. USE ONE CONCRETE ADJUSTMENT RING AT A THICKNESS OF 2 ". 4" OR 6" IN PAVED AREAS. c ° e 6. WHERE EXCAVATION MAY UNDERMINE EXISTING PIPES USE PROTECTION AND SUPPORTS TO PREVENT LOSS OF PIPE STABILITY. 7. EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BI nr KINr: ST ST - S' _ S,_ EXCELSIOR B LEVARDM I 7 5 20 40 S ..... , , I , , .... AIL ....I .:: : ::: .:: . ... ... ... .. ... ... ... ... ... ... ... ... ... ... ... .. :. �. ... ... ... .... .. ��o rn I , _ tea° �F :te . � � ��z z..; ..... � ......... . : � z � � 6-22A! A ...... ....... .... ...° .................................... .. ........ . FI 8 -22 —. FlLL .... ..... ..... . ; 21 ....... rrr - FlLL 6.25�/G .. ..... ° ...: I ...... 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K Y oESMrtn c�cxm I E ORUN D %TH4TTHSRAN,SPELW THA WPBPNEPMED BYMEptUNDERMYDDERUNDEER N St. Paul Office APPROVED RECORD DRAWING PS61E 0 TWM TGD Pxorr =ssoxu ENGINEE uxoeaTne uws orTnesrnTe or mxxesorw T HE —E 2335 West Highway 36 DATE — N eDx D3E St. Paul MN 55113 CONSULTINGENGRREP EXCELSIOR AREA IMPROVEMENTS CF23 LL ISSUED FOR BIDDING ALP Phone: 651- 636 -4600 DATE r L SExMx3 RE—E —N TmEDO3vwx,EDxane Fax: 651 -636 -1311 MCES CON5TRUCRON DEPT REP � E PROPOSED FORCEMAIN PLAN & PROFILE REVISIONS REVISIONS www.stantec.com MCES ENGR DEPT REP ATE 2850CF0023 EXCELSIOR MINNESOTA 52 OF 150+ a N9 ° 0 0 a f If +00 \MH -23 (6'0) GENERAL NOTES: 1. FORCEMAIN TO BE INSTALLED AT THE SAME APPROXIMATE ELEVATION AS THE EXISTING FORCEMAIN UNLESS STATED OTHERWISE. 2. RESTRAINED JOINT DIP FITTINGS & BENDS REQUIRED TO MAINTAIN LINE & GRADE SHALL BE CONSIDERED INCIDENTAL TO THE FORCEMAIN. 3. REQUIRED FORCEMAIN OVERDEPTH TO MAINTAIN UNIFORM GRADE SHALL BE CONSIDERED INCIDENTAL TO THE FORCEMAIN. 509 +00 s +00 —... C -D )HP C - D OK '510+00 EXMH -4v 6 1050 1040 1030 1020 1010 1000 990 1050 1040 1030 1020 1010 1000 990 ­ St. Paul MN 55113 CONSULTINGENGRREP EXCELSIOR AREA IMPROVEMENTS CF24 8GNINRE ISSUED FOR BIDDING ALP Phone: 651- 636 -4600 DATE MCES CONSTRUCRON DEPT REP REN,RNG � �T�N TmEDORFraNre —E Fax: 651 - 636 -1311 �N^I^E PROPOSED FORCEMAIN PLAN &PROFILE Stardec REVISIONS REVISIONS _ REDND www.stantec.com MCPSENGRDEPTREP ATE 2850CF0024 EXCELSIOR MINNESOTA 53 oP 160+ C D &I C ® _ C °® C " O-0P 0HP OHP OHt= _ ®%A? G -0 G-® S-0 C-0 G-® G -® ab C® C-® C-0 C® C® 4. THE CONTRACTOR SHALL INSTALL PASSIVE ELECTRONIC MARKERS (PEM) OVER THE EXISTING FORCEMAIN FROM STATION 1 +00 TO 117 +00. CONTRACTOR SHALL EXPOSE THE TOP OF THE FORCEMAIN AT THE PROPOSED PEM LOCATIONS. PEMS SHALL BE INSTALLED 2 TO 3 FEET BELOW SURFACE, AND AT LOCATIONS INDICATED IN SPECIFICATIONS OR AS DIRECTED BY THE CAR. PEM LOCATIONS SHALL BE SURVEYED (DETERMINE X, Y, Z COORDINATES) BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL ADJUST THE EXISTING FORCEMAIN STRUCTURES WITH THE MINIMUM NUMBER ADJUSTMENT RINGS. USE ONE CONCRETE ADJUSTMENT RING AT A THICKNESS OF 2 ". 4" OR 6" IN PAVED AREAS. 6. WHERE EXCAVATION MAY UNDERMINE EXISTING PIPES USE PROTECTION AND SUPPORTS TO PREVENT LOSS OF PIPE STABILITY. 7. EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BLOCKING. COV I N GTO N ROAD ° 40 C -0 C _ D CIA) 0 D C D 0-® C -D C -D C OH OIaP ®H:. 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PEMS SHALL BE INSTALLED 2 TO 3 FEET BELOW SURFACE, AND AT LOCATIONS INDICATED IN SPECIFICATIONS OR AS DIRECTED BY THE CAR. PEM LOCATIONS SHALL BE SURVEYED (DETERMINE X, Y, Z COORDINATES) BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL ADJUST THE EXISTING FORCEMAIN STRUCTURES WITH THE MINIMUM NUMBER ADJUSTMENT RINGS. USE ONE CONCRETE ADJUSTMENT RING AT A THICKNESS OF 2 ". 4" OR 6" IN PAVED AREAS. 6. WHERE EXCAVATION MAY UNDERMINE EXISTING PIPES USE PROTECTION AND SUPPORTS TO PREVENT LOSS OF PIPE STABILITY. 7. EXISTING FORCEMAIN THRUST BLOCKING MAY INTERFERE WITH THE INSTALLATION OF THE FORCEMAIN. THE CONTRACTOR SHALL REMOVE THE EXISTING THRUST BLOCKING, INSTALL THE FORCEMAIN AND INSTALL NEW THRUST BLOCKING. COV I N GTO N ROAD ° 40 A S ...:. :..: ...:. .... t ..:.. ..:...; ...: ..:.. t ...: ..:.. j....: .:.... ...:. t .:... ...: z n: ....:. y. t ..: >Wz ..:... ...: ..:.. ...: t ..:.. ....: :_... ...:.. ..:.. t ...:. .:... ...:. .. ...: ;. ..:.. a .... .. .. 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DESMNm CIEONm IHEREBYOERR %TNATTNSP4N,BPELTRG KORREPORTWABPREPAREO EOF St. Paul Office APPROVED RECORD DRAWING P1i0JE TWM TGD ROE590 STATE OFLMNNESOTA 2335 West Highway 36 DATE NOTE: EXISTING PARKING IN FRONT OF MENARDS rL VARIES VARIES w VARIES 36.8' TO 38.6 GI g CONCRETE WALK (MORSE _ 8 AVE TO 900' EAST) CONCRETE CURB &GUTTER CONCRETE WALK (LOCATION VARIES) CONCRETE CURB (MORSE EXISTING SECTION AVE TO900'EAST) EXCELSIOR BOULEVARD MORSE AVENUE TO MINNETONKA BOULEVARD LIGHT POLE (31.7' TO rL 36.7' TO T O MORSE EA E VARIES (25.3' TO 32.8')*` VARIES (29.4' TO 30.4') POWER POLE POWER POLE 44' 8' PARKING 11' THRU LANE 12' LEFT TURN LANE 13' THRU LANE B618 CONCRETE FINISHED CENTERLINE CUR B & GUTTER 5' CONCRETE WALK --I St. Paul Office (MORSE AVE TO 900' EAST) 2" BITUMINOUS WEARING COURSE 3" BITUMINOUS BASE COURSE LLL St. Paul, MN 55113 ** 900' EAST OF MORSE TO MINNETONKA BOULEVARD 10" AGGREGATE BASE CLASS 5 18" SELECT GRANULAR BORROW 6' CONCRETE WALK Fax: 651- 636 -1311 TYPICAL SECTION NO PARKING ON STREET EXCELSIOR BOULEVARD MORSE AVENUE TO MINNETONKA BOULEVARD VARIES VARIES 24.7' TO 38.5' CONCRETE CURB & GUTTER BITUMINOUS WALK EXISTING SECTION (LOCATION VARIES) EXCELSIOR BOULEVARD MINNETONKA BOULEVARD TO CHRISTMAS LAKE RD * NO PARKING I VARIES (16.6' TO 29.9') rL VARIES (16.6' TO 41.9') I 6' BITUMINOUS WALK ON STREET POWER POLE . POWER POLE 2 13' THRU LANE 13' THRU LANE 8618 CONCRETE CURB & GUTTER J LLLL B618 CONCRETE OR CONCRETE SHOULDER 2" BITUMINOUS WEARING COURSE CURB &GUTTER (LOCATION VARIES) 3" BITUMINOUS BASE COURSE 10 AGGREGATE BASE CLASS 5 18" SELECT GRANULAR BORROW TYPICAL SECTION EXCELSIOR BOULEVARD MINNETONKA BOULEVARD TO CHRISTMAS LAKE RD omxxm I acs I �xEPEwcaOrrnurMRAII envnYR aanEVamrwm MMMEa meno�rwpav MWAND TIMAMVu QIO 06D Fr �a eN. eKmme ume�ureaF_mrearssrsorn. IMFORSIM REVISIONS REVISIONS rax.uwrxo � rrrman�mn ®xue a>E _. rL VARIES VARIES 24.0' TO 35.4' 4.4' TO 5.0' ° BITUMINOUS CURB (CHRISTMAS LK RD TO MANOR RD) BITUMINOUS WALK EXISTING SECTION TOMA MANOR ROAD) TO MANOR ROADD) EXCELSIOR BOULEVARD CHRISTMAS LAKE ROAD TO MANOR ROAD VARIES (15.2' TO 282) VARIES (17.9' TO 31.2')** — POWER POLE ► POWER POLE — 26' 13' THRU LAN 13' THRU LANE r LLL 2" BITUMINOUS WEARING COURSE 3" BITUMINOUS BASE COURSE CONCRETE SHOULDER 10 AGGREGATE BASE CLASS 5 18" SELECT GRANULAR BORROW TYPICAL SECTION EXCELSIOR BOULEVARD CHRISTMAS LAKE RD TO MANOR ROAD ** CHRISTMAS LAKE ROAD TO 900' EAST 6' BITUMINOUS WALK (CHRISTMAS LAKE ROAD TO MANOR ROAD) B618 CONCRETE CURB & GUTTER (CHRISTMAS LAKE ROAD TO MANOR ROAD) VARIES 24.0' TO 26.4' EXISTING SECTION EXCELSIOR BOULEVARD MANOR ROAD TO 500' EAST OF BARRINGTON WAY rL VARIES MILL AND OVERLAY WEARING 24.0' TO 26.4' COURSE OF REMAINING LANE PARTIAL LANE REMOVAL FOR TYPICAL SECTION FORCE MAIN INSTALLATION EXCELSIOR BOULEVARD MANOR ROAD TO 500' EAST OF BARRINGTON WAY APPROVED RECORD DRAWING uve 2850000076 I EXCELSIOR EXCELSIOR AREA IMPROVEMENTS TYPICAL SECTIONS MINNESOTA I BID OF 13% St. Paul Office 2335 West Highway 36 St. Paul, MN 55113 Phone: 651- 636 -4600 stmdK Fax: 651- 636 -1311 www.stantec.com TYPICAL SECTION EXCELSIOR BOULEVARD CHRISTMAS LAKE RD TO MANOR ROAD ** CHRISTMAS LAKE ROAD TO 900' EAST 6' BITUMINOUS WALK (CHRISTMAS LAKE ROAD TO MANOR ROAD) B618 CONCRETE CURB & GUTTER (CHRISTMAS LAKE ROAD TO MANOR ROAD) VARIES 24.0' TO 26.4' EXISTING SECTION EXCELSIOR BOULEVARD MANOR ROAD TO 500' EAST OF BARRINGTON WAY rL VARIES MILL AND OVERLAY WEARING 24.0' TO 26.4' COURSE OF REMAINING LANE PARTIAL LANE REMOVAL FOR TYPICAL SECTION FORCE MAIN INSTALLATION EXCELSIOR BOULEVARD MANOR ROAD TO 500' EAST OF BARRINGTON WAY APPROVED RECORD DRAWING uve 2850000076 I EXCELSIOR EXCELSIOR AREA IMPROVEMENTS TYPICAL SECTIONS MINNESOTA I BID OF 13% w z F AQ 'o [` o 9 N OAK LA m 9 n m o o 2 0 0 Interconnect Structure y a 3 x n n 12" or 8" Watermain N A N 0 Connnect to Existing Shorewood Watermain �,0 1!1♦ y { � o p LL Y Shorewood Tower Overflow =1160 RAO`5 S0'NIRp; s y x �pA ST � Excelsior Tower Overflow =1102 3ZD w Y g 1 N� U Excelsior M Install New Watermain Excelsior Blvd Watermain Improvements N I I I Remove and Replace Exist in g City of Excelsior Watermain Excelsior /Shorewood Interconnect 0 200 400 WSB °rr` Existing Excelsior & Shorewood, MN Feet snrn�toou gShorewoodWatermain