Clover Ridge Drive Extension/Frey Property (Chaska Creek Boulevard)

Transcription

1 Feasibiity Report Amendment For Cover Ridge Drive Extension/Frey Property (Chaska Creek Bouevard) Prepared for: City of Chaska, Minnesota May 19, 2017 Stantec Project No

2 Stantec Consuting Services Inc Highway 36 West, St. Pau MN May 19, 2017 Honorabe Mayor and City Counci City of Chaska One City Paza Chaska, MN Re: Cover Ridge Drive Extension/Chaska Creek Bouevard City of Chaska Stantec Project No Dear Mayor and Counci: Encosed pease find our Report Amendment on the Extension of Cover Ridge Drive/Chaska Creek Bouevard across the Frey Property for your review and comments. This amendment together with the origina report dated June 3, 2016 discuss the feasibiity and economic impact of extending Cover Ridge Drive from Enger Bouevard to Creek Road. This amendment addresses the changes that have occurred to the project since the origina report was competed. We wi be peased to review this report with Counci at any mutuay convenient time. Respectfuy yours, CITY OF CHASKA STANTEC CONSULTING SERVICES INC. Matthew Cark, P.E. City Engineer Kenneth P. Anderson, PE Principa I hereby certify that this pan, specification, or report was prepared by me or under my direct supervision, and that I am a duy Licensed Professiona Engineer under the aws of the State of Minnesota. Kenneth P. Anderson, PE Date: May 19, 2017 License No.: 16759

3 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT Tabe of Contents Tabe of Contents... 3 Introduction... 4 Project Eements... 4 Traffic Anaysis... 4 Street Section... 5 Trai Construction... 5 Site Grading... 5 Utiity Improvements... 6 Project Schedue... 7 Project Costs... 8 Phase One... 8 Phase Two (2019)... 8 Phase Three (2022)... 8 Cost Participation (By Phase)... 9 Recommendations and Concusions... 9 Appendix A Opinion of Probabe Cost Appendix B Figures Figure 1 Location Pan Figure 2 Existing Conditions Figure 3 Future Road Expansions Figure 4 Proposed Street Improvements Overview Figure 5 thru 7 Proposed Street Improvements Figure 8 Typica Sections Figure 9 Proposed Sanitary Sewer and Water Main Improvements Overview Figure Proposed Sanitary Sewer and Water Main Figure 13 Proposed Storm Sewer Improvements Overview Figure 14 & 15 Proposed Storm Sewer Improvements Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 3 City of Chaska

4 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT Introduction In June of 2016 a feasibiity report entited Cover Ridge Drive Extension/Frey Property/Chaska Creek Bouevard was prepared and accepted by the Chaska City Counci. That report outined the necessary improvements required to deveop the site as presented by Community Asset Deveopment Group. Since the report was written, the deveopment scope has change. The most noticeabe changes were new for the panned grocery store and medica buiding parces. The overa deveopment is now panned to be phased in two parts. This proposed phased construction pan wi have the greatest impact as it reates to grading since the entire site is not intended to be mass graded up front. The impacts of this phased grading are most notabe where the panned grocery store owner does not intend to grade their site unti a ater date after Phase 1 is competed. This phased approach aong with other proposed deveopment concept changes warrant an amendment to that origina report. This amendment wi address the foowing changes as they are known at the time of this writing. Project Eements Since the writing of the origina report there are some key eements that wi need to be revised due to changes being requested by the deveoper. The foowing items wi be reviewed and presented in this amendment: Traffic Anaysis/ Lane Configurations Street Section Trai Construction Site Grading Utiity Improvements Project Schedue TRAFFIC ANALYSIS Additiona traffic anaysis was competed by both the deveoper and the City in January The additiona traffic anaysis was needed due to the change in company purchasing the site aong with proposed increases in the buiding foot print and overa use of the site. Those anayses reviewed the option of revising the proposed right in / right out for the northern most driveway proposed for the grocery store compex to a 3/4-intersection type geometrics. That anaysis found that a 3/4-intersection coud propery function at an acceptabe eve of service for the studied time period. A second sensitivity anaysis was competed ooking at the how much farther into the future woud the roadway operate at an acceptabe eve of service as traffic voumes continue to grow with new regiona deveopment. It was found that a traffic signa shoud be added in the future. A signa heps provide the necessary gaps in traffic to aow cars to make the necessary movements entering and eaving the compex at an acceptabe eve of service whie not decreasing the overa function of the main roadway. It is therefore recommended that in the future, the necessary additiona signa be paced at the fu intersection to hep with both the 3/4 intersection and the west to south bound traffic trying to eave the grocery store compex. This report amendment has added the costs of additiona phasing of a future traffic signa aong Cover Ridge Drive/Chaska Creek Bouevard. Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 4 City of Chaska

5 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT Initia startup of deveopment requires ony side street stop contro at a access ocations aong Cover Ridge Drive/Chaska Creek Bouevard eaving mainine traffic as a thoroughfare. STREET SECTION Minor geometric changes are recommended from the June feasibiity report as they reate to Cover Ridge Drive. The revisions incude raising the panned profie Chaska Creek Bouevard to better match the panned future deveopment improvements east of the roadway and adding the 3/4 intersection as previousy discussed. Aong the south side of the proposed medica faciity it has been requested to construct a short section of Chaska Creek Way/Service Road far enough west so that it provides access for the proposed parking ot. This short extension of roadway is proposed as a 9-ton street as shown on figure 5. The street section sha incude a 60 foot right of way with a 32-foot face to face two ane urban section with additiona turn anes at its intersection with Cover Ridge Drive/Chaska Creek Bouevard as previousy shown in the origina report. Side wak is proposed for both the north and south side of the roadway corridor. In the future if this roadway is connected with Enger Bouevard, it wi require a right turn ane to be constructed on Enger to provide access for eastbound traffic. This work sha be coordinated with the County. For this report no costs have been computed for the construction of Chaska Creek Way/ Service Road past the driveway to the proposed medica faciity. The cost for the short section up to the driveway have been incorporated into the appendixes. TRAIL CONSTRUCTION No revisions are being proposed for the trai aong both sides of Cover Ridge Drive/Chaska Creek Bouevard. A trai is being added to provide access for the storm sewer fitration pond features being constructed aong the creek area. This access trai is needed for future maintenance operations that wi be required. An appropriate easement sha be granted for such purposes. SITE GRADING The June 2016 feasibiity report estimated costs based on the project being constructed in one construction phase for the entire roadway. The deveoper is now requesting that the project be spit into two phases. This phasing wi add cost to the overa project. The City has reviewed this approach with the deveoper and they have acknowedged and accepted the increased costs for the phased approach. PHASE 1 The first phase wi provide for the construction of a medica faciity on the first ot west of Cover Ridge Drive/Chaska Creek Bouevard. They are requesting that ony grading occur for the Cover Ridge Drive/Chaska Creek Bouevard from Enger Bouevard south to just short of the existing creek. Even though the grading is proposed to be extended to the creek area, the roadway is proposed to be constructed to just south of the first fu intersection. They are aso requesting that the grading necessary for the first coupe hundred feet of Creek Lane / service road be competed to provide for the construction of street and utiities necessary for the medica faciity. To estimate the costs of grading for Cover Ridge Drive/Chaska Creek Bouevard, the cacuations used the existing conditions of the site. It is sti assumed that a poor materia that must be removed out of the roadway zone wi be paced somewhere on the project site. It is aso assumed that a necessary good materia needed to repace the poor sois and bring the road subgrade up to grade be suppied by the deveoper cose by on site. Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 5 City of Chaska

6 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT PHASE 2 For the remainder of Cover Ridge Drive/Chaska Creek Bouevard, the roundabout construction at Creek Road, and the necessary work aong Creek Road it has been requested for it to be competed in the future. This work is referenced as Phase 2 in the amended cost breakdown. It is sti unknown as when those improvements wi be petitioned for. For this report amendment, we have estimated a 2019 construction period for estimating the appropriate costs for those improvements. The costs for the second phase of site improvements aso assumes that the deveoper wi provide the necessary easements and materia to be abe to construct the project without having to import or export materia away from the site. UTILITY IMPROVEMENTS SANITARY SEWER No new changes are proposed in providing sanitary sewer service for each phase of the project that are aong Cover Ridge Drive/Chaska Creek Bouevard. It shoud be noted that in the future when the second phase of the project is constructed, a future trunk sanitary sewer is proposed to extend west from Cover Ridge Drive/Chaska Creek Bouevard to a point near the west ot ine then extend north toward Enger Bouevard. Future deveopment phases within the Chaska Creek Center sha coordinate this sewer together with the proposed buiding, parking ot, and storm pond features. A necessary easements sha aso be provided by the deveopment to compete and maintain the trunk sewer ine. Even though Cover Ridge Drive/Chaska Creek Bouevard is ony proposed to have curb and gutter and street surfacing being constructed to just south of the Creek Lane/service road intersection, the utiities proposed aong the corridor are recommended to be instaed to the north side of the creek. This is necessary as the poor sois that exist within the roadway corridor need to be removed prior to constructing the Phase 1 pond. This work coud not cost effectivey be competed at a ater date. With the deep nature of the sanitary sewer, constructing this portion of sanitary sewer in Phase 1 aso aows time for the sois to consoidate prior to constructing the permanent roadway improvements. New sanitary sewer is proposed to be extended aong Creek Lane/service road to provide service the future buiding proposed west of Creek Lane and south of Enger. The ine wi be considered a standard atera 8-inch sewer ine extending aong the center of the proposed roadway. Eight-inch service ines wi then be extended to the right of way area to aow for the buiding to have a connection point. WATER MAIN No changes are proposed for the water main system outined in the June report for that portion running aong Cover Ridge Drive/Chaska Creek Bouevard. Water Main now is being proposed to extend west from Cover Ridge Drive/Chaska Creek Bouevard aong Creek Way/Service Road to service that area future deveopment. Since Creek Lane wi provide service to an industria/ commercia type deveopment, the City s standard atera water main size for this type of deveopment is 12 inch. Therefor a 12-inch ine has been added to the appendixes for water main aong the short section of Creek Lane. STORM SEWER PHASE 1 In phase one of the proposed project, the deveoper is proposing to construct a pond aong the west side of the Cover Ridge Drive/Chaska Creek Bouevard just north of West Creek. Just west of Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 6 City of Chaska

7 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT the storm water pond and north of the West Chaska Creek they propose the necessary infitration basin required to meet both the City and watershed requirements. The proposed pond wi take the drainage from Phase 1 roadways and the first phase of buiding construction necessary for the medica cinic. We have added these ponding costs into the cost appendices for phase I. When the second phase of the project is ordered, the existing storm ponds and infitration beds wi need to be expanded. Storm sewer for the short section of Creek Lane/service road provides a connection point for the storm sewer for the medica faciity site. Since the ponds and the fitration features in phase 1 hande drainage from both the pubic roadway and the deveopment, it is anticipated that the ponds that take water from the roadway systems wi be maintained by the City. As mentioned earier, an access road or tria wi be required so that this work can be executed. Appropriate easements wi aso be required. Other ponds in the site designed to hande storm water from other buiding sites must be maintained by the new buiding owner or deveoper. As the proposed deveopments aong the east side of Cover Ridge Drive/Chaska Creek Bouevard are designed their storm sewer system sha be coordinated with the street storm sewer design to minimize mutipe pipe runs into the pond. Do to the topography of the site the future storm sewer for the grocery store compex area sha be design so that in a 100-year event a surface water sha be coected and brought to the pond by pipe without over topping the roadway. Project Schedue The deveoper has requested that the site be competed in at east two phases. The first phase being requested is for improvements necessary to provide service to a medica cinic being proposed on the first ot on the west side of Cover Ridge Drive/Chaska Creek Bouevard. We anticipate at east two more phases are needed to compete the work remain on the site. The second phase woud compete the remaining sections of Cover Ridge Drive/Chaska Creek Bouevard and necessary improvements at the Creek Road. The anticipated construction techniques outine in the June feasibiity report sha sti be foowed. The fina phase, Phase 3, wi be the instaation of a traffic signa for the Creek Lane/service road, Cover Ridge Drive/Chaska Creek Bouevard intersection. For this report we have estimated that phase 1 wi occur in 2017 and phase 2 to be constructed For phase 3 the instaation of a traffic signa, is estimated cost to be constructed in After the counci approves the June feasibiity report together with this amendment, the anticipated schedue for Phase one of those improvements are estimated as foows: City approves Feasibiity Report and Amendment / orders Pans and 6/5/2017 Specifications / orders assessment hearing Pan and Specification approved by Deveoper / Owner 6/7/2017 Pans approved by State Aid 6/16/2017 Pan and Specifications approved by counci / authorize bid 6/19/2017 Receive Bids 7/14/2017 Counci awards contract/approves assessments 7/31/2017 Begin Construction 8/7/2017 End Construction 11/22/2017 Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 7 City of Chaska

8 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT It sha be noted again that before any work can occur in the creek area a necessary DNR and COE permits must be obtained. Project Costs The foowing is a breakdown of estimated costs for the three anticipated phases of the project being proposed for Counci consideration: PHASE ONE Opinion of Probabe Costs Street Improvements $1,723, Sanitary Improvements 320, Water Main Improvements 292, Storm Sewer Improvements 563, Tota Estimated Project Costs for Phase One $2,899, PHASE TWO (2019) Opinion of Probabe Costs Street Improvements $2,386, Sanitary Improvements 1,086, Water Main Improvements 393, Storm Sewer Improvements 1,028, Tota Estimated Project Costs for Phase Two* $4,895, PHASE THREE (2022) Street Improvement/Signa at Cover Ridge Dr. and Creek Ln.* $289, TOTAL $8,084, *Phase two and three have been adjusted by using the Engineering News Record- Construction Cost Index. The average increase in construction cost index for 2015 to 2016 was 3.02%. Therefor phase two construction costs have been increase for two years at 3% annuay and phase 3 accordingy to Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 8 City of Chaska

9 CLOVER RIDGE DRIVE EXTENSION/FREY PROPERTY (CHASKA CREEK BOULEVARD) AMENDMENT Cost Participation (By Phase) Consistent with current poicy on cost participation the City wi be responsibe for the project cost reated to the trunk utiities and non-routine street features. Those costs are estimated beow: City Participation Phase 1 Phase 2 City trunk oversizing sanitary sewer costs $323, $323, City oversizing on water main 306, $90, , City Storm Sewer 227, , City cost for a roundabout, signa upgrade at Enger 900, , , Tota Estimated Cost City Participation $1,757, $112, $1,645, Recommendations and Concusions The recommendation and concusions outined in the June feasibiity report sha sti be used. The foowing comments and recommendations are recommended to be added for considerations: It is feasibe to construct the project improvements in two phases as requested by the deveoper. It is recommended to construct Creek Lane/service road to a City standard 9-ton design in a 60 foot right of way as outined in this amendment. It is recommended to insta the necessary utiities as outined in this report for the improvements aong Creek Lane/service drive. It is recommended to insta the sanitary sewer and water main and do the necessary soi correction for Cover Ridge Drive/Chaska Creek Bouevard extended south of the intersection with Creek Lane/service road. It is recommended to not pace and aggregate, curb or paving in the region from the creek to Creek Lane /service road aong Cover Ridge Drive/Chaska Creek Bouevard to aow materia to compress. It is recommended that the City and deveoper work together to provide the necessary easement for the future trunk sanitary sewer instaation. It is recommended that the City and Deveoper work together to provide the necessary easements and necessary grading materia and disposa area for the second phase of construction for the roadways. It is recommended that the City and deveoper have an agreement to address the cost participation for the instaing of the future signa at Cover Ridge Drive/Chaska Creek Bouevard and Creek Lane/service Road. It is recommended that the appropriate easements be granted for the maintenance of the storm water pond and infitration basin. Cover Ridge Drive Extension/Frey Property (Chaska Creek Bvd.) Amendment Page 9 City of Chaska

10 APPENDIX A

11 OPINION OF PROBABLE COST CLOVER RIDGE DRIVE EXTENTION SOUTH PHASE 1 PROJECT NO CHASKA, MINNESOTA MAY 2017 No. Item Units Qty Unit Price Tota Price PART 1 - STREET IMPROVEMENTS 1 MOBILIZATION LS 1 $80, $80, TRAFFIC CONTROL LS 1 $3, $3, DETOUR SIGNING LS 0 $7, $ STREET SWEEPER WITH PICK UP BROOM WITH OPERATOR HR 20 $ $2, CLEAR AND GRUB LS 0 $4, $ SAWING BITUMINOUS PAVEMENT LF 200 $3.25 $ REMOVE BITUMINOUS PAVEMENT SY 680 $2.00 $1, REMOVE EXISTING STRIPING LF 850 $1.00 $ REMOVE STORM SEWER PIPE LF 40 $8.00 $ COMMON EXCAVATION (EV) CY 54,000 $5.00 $270, MUCK EXCAVATION CY 18,700 $5.00 $93, COMMON BORROW (CV) CY 0 $5.00 $ EXCESS MATERIAL (LV) CY 21,000 $5.00 $105, WETLAND REPLACEMENT SF 0 $1.00 $ SUBGRADE EXCAVATION (EV) CY 750 $8.00 $6, SELECT GRANULAR BORROW (CV) CY 7,000 $18.00 $126, TOP SOIL BORROW (LV) CY 600 $23.00 $13, GEOTEXTILE FABRIC, TYPE V SY 9,200 $2.25 $20, AGGREGATE BASE, CLASS 5, 100% CRUSHED TN 6,400 $19.00 $121, AGGREGATE BASE, CLASS 5, 100% CRUSHED - TRAIL/WALK TN 640 $19.00 $12, WATER FOR DUST CONTROL AND BUILDING GRADE 1000 GAL 40 $75.00 $3, MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH) SY 250 $5.00 $1, TYPE SP 12.5 WEARING COURSE (2,C) TN 2,500 $70.00 $175, TYPE SP 9.5 WEARING COURSE (2,B) TRAIL PAVING TN 230 $90.00 $20, OPINION OF PROBABLE COST - PHASE 1 Page 1

12 No. Item Units Qty Unit Price Tota Price 25 BITUMINOUS WEDGE FOR PLOW PROTECTION TN 10 $ $2, BITUMINOUS MATERIAL FOR TACK COAT GAL 800 $4.00 $3, " PERFORATED POLYETHYLENE PIPE LF 1,450 $8.00 $11, " PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26 LF 140 $10.00 $1, INSTALL 2" UTILITY CONDUIT LF 480 $6.00 $2, POTHOLE EXISTING UTILITY EA 2 $ $1, " CONCRETE MEDIAN SF 6,000 $4.00 $24, CONCRETE MEDIAN SURFACE TREATMENT SF 6,000 $4.00 $24, " CONCRETE TRUCK APRON SF 0 $6.00 $ B618 CONCRETE CURB AND GUTTER LF 3,500 $15.00 $52, SURMOUNTABLE CONCRETE CURB AND GUTTER LF 0 $18.00 $ CONCRETE PEDESTRIAN CURB RAMP SF 1300 $8.00 $10, " CONCRETE SIDEWALK SF 4000 $5.00 $20, TRUNCATED DOME PANEL SF 210 $55.00 $11, UPDATE TRAFFIC SIGNAL LS 1 $10, $10, STREET LIGHTS LS 0.4 $50, $20, " SOLID LINE, WHITE PAINT LF 3,940 $0.40 $1, " SOLID LINE, YELLOW PAINT LF 2,120 $0.40 $ " DOUBLE SOLID LINE, YELLOW PAINT LF 212 $0.80 $ " SOLID LINE, WHITE EPOXY LF 3,340 $0.60 $2, " SOLID LINE, YELLOW EPOXY LF 1,400 $0.60 $ " DOUBLE SOLID LINE, YELLOW EPOXY LF 212 $1.00 $ PAVEMENT MESSAGE ONLY, WHITE EPOXY EA 4 $ $1, PAVEMENT MESSAGE RIGHT/LEFT, WHITE EPOXY EA 0 $ $ PAVMENT MESSAGE ARROWS RIGHT, WHITE EPOXY EA 5 $ $ PAVMENT MESSAGE ARROWS THROUGH RIGHT, WHITE EPOXY EA 4 $ $ PAVMENT MESSAGE ARROWS LEFT, WHITE EPOXY EA 7 $ $1, HACKBERRY, 3" CAL. B&B EA 2 $ $ KENTUCKY COFFEETREE, 3" CAL. B&B EA 2 $ $ SWAMP WHITE OAK, 2" CAL. B&B EA 2 $ $ OPINION OF PROBABLE COST - PHASE 1 Page 2

13 No. Item Units Qty Unit Price Tota Price 55 RED OAK, 3" CAL. B&B EA 2 $ $ AMERICAN SENTRY LINDEN, 3" CAL. B&B EA 2 $ $ REDMOND LINDEN, 3" CAL. B&B EA 2 $ $ GREENSPIRE LINDEN, 3" CAL. B&B EA 2 $ $ SIENNA GLEN MAPLE, 3" CAL. B&B EA 2 $ $ AUTUMN BLAZE MAPLE, 3" CAL. B&B EA 2 $ $ SUGAR MAPLE, 3" CAL. B&B EA 2 $ $ RED MAPLE, 3" CAL. B&B EA 2 $ $ SKYLINE HONEYLOCUST, 3" CAL. B&B EA 2 $ $ PRINCETON, 3" CAL. B&B EA 2 $ $ HERITAGE OAK, 3" CAL. B&B EA 2 $ $ REGAL PRINCE ELM, 3" CAL. B&B EA 2 $ $ PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB) EA 19 $ $2, PROTECTION OF CATCH BASIN IN STREET (AFTER CURB) EA 19 $ $2, GUARD RAIL LF 0 $ $ ' VIYNLE COATED CHANI LINK FENCE LF 0 $25.00 $ SODDING, LAWN TYPE SY 2,250 $3.50 $7, SILT FENCE, MACHINE SLICED LF 1,800 $3.00 $5, ROCK DITCH CHECK EA 5 $ $1, SEED MIXTURE TYPE 250 AC 1 $1, $1, MULCH MATERIAL, TYPE 1 TN 3 $ $1, EROSION CONTROL BLANKETS, CATEGORY 1 SY 3,900 $1.25 $4, HYDRAULIC SOIL STABILIZER TYPE 6 SY 9,650 $1.25 $12, SUBTOTAL PART 1 - STREET IMPROVEMENTS $1,313, % Contingency $65, % Engineering, Administration, Lega $344, TOTAL PART 1 - STREET IMPROVEMENTS $1,723, OPINION OF PROBABLE COST - PHASE 1 Page 3

14 No. Item Units Qty Unit Price Tota Price PART 2 - SANITARY SEWER IMPROVEMENTS 78 CONNECT TO EXISTING MANHOLE EA 1 $10, $10, ' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ EA 7 $5, $35, RINGS 80 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 116 $ $23, MANHOLE PROTECTIVE COATING LF 40 $ $10, DROP SECTION FOR DROP MANHOLE EA 2 $3, $7, RISER PIPE FOR OUTSIDE DROP LF 15 $ $3, " FORCEMAIN LF 810 $40.00 $32, AIR RELEASE MANHOLE EA 0 $15, $ " PVC SANITARY SEWER, SDR 21 LF 1700 $60.00 $102, " PVC SANITARY SEWER, SDR 21 - IN CASING LF 0 $40.00 $ " PVC SANITARY SEWER, DR 18 LF 0 $ $ " PVC SANITARY SEWER, DR 18 LF 0 $ $ " STEEL CASING (JACKED) LF 0 $ $ " X 8" PVC SEWER WYE EA 0 $ $ LIFT STATION AND ALL COMPONETS LS 0 $310, $ IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 3300 $5.00 $16, DEWATERING LS 0.25 $20, $5, TOTAL PART 2 - SANITARY SEWER IMPROVEMENTS $244, % Contingency $12, % Engineering, Administration, Lega $64, TOTAL PART 2 - SANITARY SEWER IMPROVEMENTS $320, PART 3 - WATER MAIN IMPROVEMENTS 95 REMOVE HYDRANT EA 1 $1, $1, HYDRANT EA 4 $4, $18, CONNECT TO EXISTING WATER MAIN EA 1 $3, $3, " GATE VALVE AND BOX EA 4 $1, $6, " GATE VALVE AND BOX EA 5 $2, $10, " GATE VALVE AND BOX EA 0 $3, $0.00 OPINION OF PROBABLE COST - PHASE 1 Page 4

15 No. Item Units Qty Unit Price Tota Price " BUTTERFLY VALVE AND BOX EA 4 $6, $24, " PVC WATER MAIN, C900 LF 80 $30.00 $2, " PVC WATER MAIN, C900 LF 575 $35.00 $20, " PVC WATER MAIN, C900 LF 0 $45.00 $ " PVC WATER MAIN, C905 LF 1250 $75.00 $93, " PVC WATER MAIN, C905 - IN CASING LF 0 $65.00 $ " STEEL CASING (JACKED) LF 0 $ $ INSULATION, 4" THICK SY 15 $40.00 $ DUCTILE IRON FITTINGS LB 6500 $6.50 $42, IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 300 $4.00 $1, TOTAL PART 3 - WATER MAIN IMPROVEMENTS $222, % Contingency $11, % Engineering, Administration, Lega $58, TOTAL PART 3 - WATER MAIN IMPROVEMENTS $292, PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS 111 STREAM DIVERTION LS 0 $10, $ " RCP STORM SEWER, CLASS 5 LF 0 $35.00 $ " RCP STORM SEWER, CLASS 5 LF 311 $40.00 $12, " RCP STORM SEWER, CLASS 5 LF 412 $45.00 $18, " RCP STORM SEWER, CLASS 5 LF 60 $40.00 $2, " RCP STORM SEWER, CLASS 3 LF 445 $55.00 $24, " RCP STORM SEWER, CLASS 3 LF 260 $60.00 $15, " RCP STORM SEWER, CLASS 3 LF 0 $65.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $80.00 $ " RCP STORM SEWER, CLASS 3 LF 160 $95.00 $15, " RCP STORM SEWER, CLASS 3 LF 0 $ $ " RC PIPE APRON CL III EA 1 $2, $2, " RC PIPE APRON CL III EA 2 $2, $5, " RC PIPE APRON CL III EA 2 $3, $6, OPINION OF PROBABLE COST - PHASE 1 Page 5

16 No. Item Units Qty Unit Price Tota Price x 10 PRECAST CONCRETE BOX CULVERT LF 0 $1, $ X 10 PRECAST CONCRETE BOX CULVERT END SECTION EA 0 $15, $ BOX CULVERT HEAD WALL LS 0 $7, $ SELECT GRANULAR BORROW MOD 10% (CV) CY 0 $20.00 $ AGGREGATE BEDDING (CV) CY 0 $50.00 $ ' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 6 $2, $12, ' DIA STORM SEWER CBMH, INC R-3067 CSTG AND CONC ADJ RINGS EA 9 $2, $21, ' DIA STORM SEWER MH, INC R-3067 CSTG AND CONC ADJ RINGS EA 1 $3, $3, ' DIA STORM SEWER MH, INC R-3067 CSTG AND HDPE ADJ RINGS EA 2 $4, $8, ' DIA STORM SEWER MH, INC R-3067 CSTG AND HDPE ADJ RINGS EA 1 $6, $6, ' DIA STORM SEWER MH, POND OUTLET STRUCTURE EA 1 $10, $10, RANDOM RIPRAP CL III CY 48 $75.00 $3, RANDOM RIP RAP CLASS V CY 0 $90.00 $ GEOTEXTILE FILTER TYPE IV SY 0 $3.00 $ GEOTEXTILE FILTER TYPE V SY 15 $3.00 $ EXCAVATION FOR POND CY $5.00 $75, INFILTRATION BASIN EXCAVATION CY 1050 $5.00 $5, INFILTATION BASIN MEDIA SF $2.50 $30, FLOTATION SILT CURTAIN TYPE MOVING WATER LF 0 $30.00 $ FILTER LOG TYPE WOOD FIBER BIOROLL LF 100 $6.00 $ RAPID STABILIZATION METHOD 4 SY 0 $3.00 $ STORM POND TRAIL - COMMON EX CY 120 $5.00 $ STORM POND TRAIL - AGGREGATE BASE, CLASS 5, 100% CRUSHED TN 1000 $19.00 $19, STORM POND TRAIL - TYPE SP 9.5 WEARING COURSE (2,B) TN 300 $90.00 $27, STRUCTURAL SOIL FOR POND CY 6250 $5.00 $31, TOTAL PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS $355, % Contingency $17, % Engineering, Administration, Lega $93, TOTAL PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS $466, OPINION OF PROBABLE COST - PHASE 1 Page 6

17 No. Item Units Qty Unit Price Tota Price PART 5 - DEVELOPER STORM SEWER CROSSINGS " RCP STORM SEWER, CLASS 5 LF 358 $40.00 $14, " RCP STORM SEWER, CLASS 5 LF 220 $45.00 $9, " RCP STORM SEWER, CLASS 5 LF 62 $50.00 $3, " RCP STORM SEWER, CLASS 5 LF 0 $55.00 $ " RCP STORM SEWER, CLASS 3 LF 228 $ $22, " RC PIPE APRON CL III EA 1 $1, $1, " RC PIPE APRON CL III EA 1 $3, $3, ' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 1 $2, $2, ' DIA STORM SEWER CBMH, INC R-3067 CSTG AND CONC ADJ RINGS EA 5 $2, $12, ' DIA STORM SEWER CBMH, INC R-1642 CSTG AND CONC ADJ RINGS EA 1 $3, $3, RANDOM RIPRAP CL III CY 15 $75.00 $1, GEOTEXTILE FILTER TYPE V SY 10 $3.00 $30.00 TOTAL PART 5 - DEVELOPER STORM SEWER CROSSINGS $73, % Contingency $3, % Engineering, Administration, Lega $19, TOTAL PART 5 - DEVELOPER STORM SEWER CROSSINGS $96, OPINION OF PROBABLE PROJECT COST SUMMARY PART 1 - STREET IMPROVEMENTS $1,723, PART 2 - SANITARY SEWER IMPROVEMENTS PART 3 - WATER MAIN IMPROVEMENTS PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS PART 5 - DEVELOPER STORM SEWER CROSSINGS $320, $292, $466, $96, TOTAL ESTIMATED CONSTRUCTION COSTS $2,899, OPINION OF PROBABLE COST - PHASE 1 Page 7

18 OPINION OF PROBABLE COST 2019 CLOVER RIDGE DRIVE EXTENTION SOUTH PHASE 2 PROJECT NO CHASKA, MINNESOTA MAY 2017 No. Item Units Qty Unit Price Tota Price PART 1 - STREET IMPROVEMENTS 1 MOBILIZATION LS 1 $195, $195, TRAFFIC CONTROL LS 1 $3, $3, DETOUR SIGNING LS 1 $7, $7, STREET SWEEPER WITH PICK UP BROOM WITH OPERATOR HR 30 $ $3, CLEAR AND GRUB LS 1 $4, $4, SAWING BITUMINOUS PAVEMENT LF 80 $3.25 $ REMOVE BITUMINOUS PAVEMENT SY 4200 $2.00 $8, REMOVE EXISTING STRIPING LF 0 $1.00 $ REMOVE STORM SEWER PIPE LF 130 $8.00 $1, COMMON EXCAVATION (EV) CY 11,000 $5.00 $55, MUCK EXCAVATION CY 14,100 $5.00 $70, COMMON BORROW (CV) CY 9,200 $5.00 $46, EXCESS MATERIAL (LV) CY 0 $5.00 $ WETLAND REPLACEMENT SF 3,500 $1.00 $3, SUBGRADE EXCAVATION (EV) CY 1,260 $8.00 $10, SELECT GRANULAR BORROW (CV) CY 10,900 $18.00 $196, TOP SOIL BORROW (LV) CY 1,000 $23.00 $23, GEOTEXTILE FABRIC, TYPE V SY 14,460 $2.25 $32, AGGREGATE BASE, CLASS 5, 100% CRUSHED TN 10,560 $19.00 $200, AGGREGATE BASE, CLASS 5, 100% CRUSHED - TRAIL/WALK TN 1,330 $19.00 $25, WATER FOR DUST CONTROL AND BUILDING GRADE 1000 GAL 60 $75.00 $4, MILL BITUMINOUS PAVEMENT (VARIABLE DEPTH) SY 50 $5.00 $ TYPE SP 12.5 WEARING COURSE (2,C) TN 3,580 $70.00 $250, TYPE SP 9.5 WEARING COURSE (2,B) TRAIL PAVING TN 475 $90.00 $42, OPINION OF PROBABLE COST - PHASE 2 Page 8

19 No. Item Units Qty Unit Price Tota Price 25 BITUMINOUS WEDGE FOR PLOW PROTECTION TN 50 $ $10, BITUMINOUS MATERIAL FOR TACK COAT GAL 1,150 $4.00 $4, " PERFORATED POLYETHYLENE PIPE LF 4,350 $8.00 $34, " PERFORATED PVC DRAIN TILE, SCHEDULE SDR 26 LF 200 $10.00 $2, INSTALL 2" UTILITY CONDUIT LF 720 $6.00 $4, POTHOLE EXISTING UTILITY EA 3 $ $1, " CONCRETE MEDIAN SF 20,300 $4.00 $81, CONCRETE MEDIAN SURFACE TREATMENT SF 20,300 $4.00 $81, " CONCRETE TRUCK APRON SF 3,550 $6.00 $21, B618 CONCRETE CURB AND GUTTER LF 5,980 $15.00 $89, SURMOUNTABLE CONCRETE CURB AND GUTTER LF 300 $18.00 $5, CONCRETE PEDESTRIAN CURB RAMP SF 1600 $8.00 $12, " CONCRETE SIDEWALK SF 0 $5.00 $ TRUNCATED DOME PANEL SF 260 $55.00 $14, UPDATE TRAFFIC SIGNAL LS 0 $10, $ STREET LIGHTS LS 0.6 $50, $30, " SOLID LINE, WHITE PAINT LF 3,550 $0.40 $1, " SOLID LINE, YELLOW PAINT LF 2,000 $0.40 $ " DOUBLE SOLID LINE, YELLOW PAINT LF 1,150 $0.80 $ " SOLID LINE, WHITE EPOXY LF 3,550 $0.60 $2, " SOLID LINE, YELLOW EPOXY LF 2,000 $0.60 $1, " DOUBLE SOLID LINE, YELLOW EPOXY LF 1,150 $1.00 $1, PAVEMENT MESSAGE "ONLY" EPOXY EA 2 $ $ PAVEMENT MESSAGE RIGHT/LEFT, WHITE EPOXY EA 1 $ $ PAVMENT MESSAGE ARROWS RIGHT, WHITE EPOXY EA 1 $ $ PAVMENT MESSAGE ARROWS THROUGH RIGHT, WHITE EPOXY EA 1 $ $ PAVMENT MESSAGE ARROWS LEFT, WHITE EPOXY EA 0 $ $ HACKBERRY, 3" CAL. B&B EA 3 $ $1, KENTUCKY COFFEETREE, 3" CAL. B&B EA 3 $ $1, SWAMP WHITE OAK, 2" CAL. B&B EA 3 $ $1, OPINION OF PROBABLE COST - PHASE 2 Page 9

20 No. Item Units Qty Unit Price Tota Price 55 RED OAK, 3" CAL. B&B EA 3 $ $1, AMERICAN SENTRY LINDEN, 3" CAL. B&B EA 3 $ $1, REDMOND LINDEN, 3" CAL. B&B EA 3 $ $1, GREENSPIRE LINDEN, 3" CAL. B&B EA 3 $ $1, SIENNA GLEN MAPLE, 3" CAL. B&B EA 3 $ $1, AUTUMN BLAZE MAPLE, 3" CAL. B&B EA 3 $ $1, SUGAR MAPLE, 3" CAL. B&B EA 3 $ $1, RED MAPLE, 3" CAL. B&B EA 3 $ $1, SKYLINE HONEYLOCUST, 3" CAL. B&B EA 3 $ $1, PRINCETON, 3" CAL. B&B EA 3 $ $1, HERITAGE OAK, 3" CAL. B&B EA 3 $ $1, REGAL PRINCE ELM, 3" CAL. B&B EA 3 $ $1, PROTECTION OF CATCH BASIN IN STREET (BEFORE CURB) EA 9 $ $1, PROTECTION OF CATCH BASIN IN STREET (AFTER CURB) EA 9 $ $1, GUARD RAIL LF 300 $ $30, ' VIYNLE COATED CHANI LINK FENCE LF 600 $25.00 $15, SODDING, LAWN TYPE SY 2,750 $3.50 $9, SILT FENCE, MACHINE SLICED LF 4,550 $3.00 $13, ROCK DITCH CHECK EA 10 $ $2, SEED MIXTURE TYPE 250 AC 4 $1, $7, MULCH MATERIAL, TYPE 1 TN 7 $ $3, EROSION CONTROL BLANKETS, CATEGORY 1 SY 6,600 $1.25 $8, HYDRAULIC SOIL STABILIZER TYPE 6 SY 16,350 $1.25 $20, SUBTOTAL PART 1 - STREET IMPROVEMENTS $1,713, % Contingency $85, % Engineering, Administration, Lega $449, TOTAL PART 1 - STREET IMPROVEMENTS TOTAL PART 1 - STREET IMPROVEMENTS 2019 CONSTRUCTION $2,249, $2,386, OPINION OF PROBABLE COST - PHASE 2 Page 10

21 No. Item Units Qty Unit Price Tota Price PART 2 - SANITARY SEWER IMPROVEMENTS 78 CONNECT TO EXISTING MANHOLE EA 1 $10, $10, ' DIAMETER SANITARY MH, INCL R-1642-B CSTG AND CONC ADJ EA 7 $5, $35, RINGS 80 4' DIAMETER SANITARY MANHOLE OVERDEPTH LF 138 $ $27, MANHOLE PROTECTIVE COATING LF 180 $ $45, DROP SECTION FOR DROP MANHOLE EA 1 $3, $3, RISER PIPE FOR OUTSIDE DROP LF 14 $ $2, " FORCEMAIN LF 500 $40.00 $20, AIR RELEASE MANHOLE EA 1 $15, $15, " PVC SANITARY SEWER, SDR 21 LF 950 $60.00 $57, " PVC SANITARY SEWER, SDR 21 - IN CASING LF 80 $40.00 $3, " PVC SANITARY SEWER, DR 18 LF 560 $ $61, " PVC SANITARY SEWER, DR 18 LF 650 $ $97, " STEEL CASING (JACKED) LF 80 $ $64, " X 8" PVC SEWER WYE EA 2 $ $ LIFT STATION AND ALL COMPONETS LS 1 $310, $310, IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 2500 $5.00 $12, DEWATERING LS 0.75 $20, $15, TOTAL PART 2 - SANITARY SEWER IMPROVEMENTS $780, % Contingency $39, % Engineering, Administration, Lega $204, TOTAL PART 2 - SANITARY SEWER IMPROVEMENTS $1,023, TOTAL PART 2 - SANITARY SEWER IMPROVEMENTS 2019 CONSTRUCTION $1,086, OPINION OF PROBABLE COST - PHASE 2 Page 11

22 No. Item Units Qty Unit Price Tota Price PART 3 - WATER MAIN IMPROVEMENTS 95 REMOVE HYDRANT EA 0 $1, $ HYDRANT EA 4 $4, $18, CONNECT TO EXISTING WATER MAIN EA 1 $3, $3, " GATE VALVE AND BOX EA 4 $1, $6, " GATE VALVE AND BOX EA 2 $2, $4, " GATE VALVE AND BOX EA 2 $3, $7, " BUTTERFLY VALVE AND BOX EA 2 $6, $12, " PVC WATER MAIN, C900 LF 80 $30.00 $2, " PVC WATER MAIN, C900 LF 120 $35.00 $4, " PVC WATER MAIN, C900 LF 875 $45.00 $39, " PVC WATER MAIN, C905 LF 770 $75.00 $57, " PVC WATER MAIN, C905 - IN CASING LF 80 $65.00 $5, " STEEL CASING (JACKED) LF 80 $ $72, INSULATION, 4" THICK SY 180 $40.00 $7, DUCTILE IRON FITTINGS LB 6500 $6.50 $42, IMPROVED PIPE FOUNDATION, PER 6" INCREMENT LF 500 $4.00 $2, TOTAL PART 3 - WATER MAIN IMPROVEMENTS $282, % Contingency $14, % Engineering, Administration, Lega $74, TOTAL PART 3 - WATER MAIN IMPROVEMENTS TOTAL PART 3 - WATER MAIN IMPROVEMENTS 2019 CONSTRUCTION $371, $393, PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS 111 STREAM DIVERTION LS 1 $10, $10, " RCP STORM SEWER, CLASS 5 LF 0 $35.00 $ " RCP STORM SEWER, CLASS 5 LF 580 $40.00 $23, " RCP STORM SEWER, CLASS 5 LF 255 $45.00 $11, " RCP STORM SEWER, CLASS 5 LF 0 $40.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $55.00 $0.00 OPINION OF PROBABLE COST - PHASE 2 Page 12

23 No. Item Units Qty Unit Price Tota Price " RCP STORM SEWER, CLASS 3 LF 0 $60.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $65.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $80.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $95.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $ $ " RC PIPE APRON CL III EA 0 $2, $ " RC PIPE APRON CL III EA 0 $2, $ " RC PIPE APRON CL III EA 0 $3, $ x 10 PRECAST CONCRETE BOX CULVERT LF 170 $1, $238, X 10 PRECAST CONCRETE BOX CULVERT END SECTION EA 2 $15, $30, BOX CULVERT HEAD WALL LS 1 $7, $7, SELECT GRANULAR BORROW MOD 10% (CV) CY 1,400 $20.00 $28, AGGREGATE BEDDING (CV) CY 460 $50.00 $23, ' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 3 $2, $6, ' DIA STORM SEWER CBMH, INC R-3067 CSTG AND CONC ADJ RINGS EA 5 $2, $12, ' DIA STORM SEWER MH, INC R-3067 CSTG AND CONC ADJ RINGS EA 1 $3, $3, ' DIA STORM SEWER MH, INC R-3067 CSTG AND HDPE ADJ RINGS EA 0 $4, $ ' DIA STORM SEWER MH, INC R-3067 CSTG AND HDPE ADJ RINGS EA 0 $6, $ ' DIA STORM SEWER MH, POND OUTLET STRUCTURE EA 0 $10, $ RANDOM RIPRAP CL III CY 0 $75.00 $ RANDOM RIP RAP CLASS V CY 220 $90.00 $19, GEOTEXTILE FILTER TYPE IV SY 450 $3.00 $1, GEOTEXTILE FILTER TYPE V SY 350 $3.00 $1, EXCAVATION FOR POND CY 9300 $5.00 $46, INFILTRATION BASIN CY 9600 $5.00 $48, INFILTATION BASIN MEDIA SF $2.50 $140, FLOTATION SILT CURTAIN TYPE MOVING WATER LF 50 $30.00 $1, FILTER LOG TYPE WOOD FIBER BIOROLL LF 100 $6.00 $ RAPID STABILIZATION METHOD 4 SY 500 $3.00 $1, STORM POND TRAIL - COMMON EX CY 1500 $5.00 $7, OPINION OF PROBABLE COST - PHASE 2 Page 13

24 No. Item Units Qty Unit Price Tota Price 147 STORM POND TRAIL - AGGREGATE BASE, CLASS 5, 100% CRUSHED TN 900 $19.00 $17, STORM POND TRAIL - TYPE SP 9.5 WEARING COURSE (2,B) TN 475 $90.00 $42, STRUCTURAL SOIL FOR POND CY 0 $5.00 $0.00 TOTAL PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS $719, % Contingency $35, % Engineering, Administration, Lega $188, TOTAL PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS TOTAL PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS 2019 CONSTRUCTION $944, $1,002, PART 5 - DEVELOPER STORM SEWER CROSSINGS " RCP STORM SEWER, CLASS 5 LF 244 $40.00 $9, " RCP STORM SEWER, CLASS 5 LF 0 $45.00 $ " RCP STORM SEWER, CLASS 5 LF 0 $50.00 $ " RCP STORM SEWER, CLASS 5 LF 0 $55.00 $ " RCP STORM SEWER, CLASS 3 LF 0 $ $ " RC PIPE APRON CL III EA 2 $1, $3, " RC PIPE APRON CL III EA 0 $3, $ ' X 3' CB, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 0 $2, $ ' DIA STORM SEWER CBMH, INC R-3067 CSTG AND CONC ADJ RINGS EA 2 $2, $4, ' DIA STORM SEWER CBMH, INC R-1642 CSTG AND CONC ADJ RINGS EA 0 $3, $ RANDOM RIPRAP CL III CY 12 $75.00 $ GEOTEXTILE FILTER TYPE V SY 20 $3.00 $60.00 TOTAL PART 5 - DEVELOPER STORM SEWER CROSSINGS $19, % Contingency $ % Engineering, Administration, Lega $5, TOTAL PART 5 - DEVELOPER STORM SEWER CROSSINGS TOTAL PART 5 - DEVELOPER STORM SEWER CROSSINGS 2019 CONSTRUCTION $25, $26, OPINION OF PROBABLE COST - PHASE 2 Page 14

25 No. Item Units Qty Unit Price Tota Price OPINION OF PROBABLE PROJECT COST SUMMARY PART 1 - STREET IMPROVEMENTS $2,386, PART 2 - SANITARY SEWER IMPROVEMENTS $1,086, PART 3 - WATER MAIN IMPROVEMENTS $393, PART 4 - CLOVER RIDGE DRIVE STORM SEWER IMPROVEMENTS $1,002, PART 5 - DEVELOPER STORM SEWER CROSSINGS $26, TOTAL ESTIMATED CONSTRUCTION COSTS $4,895, OPINION OF PROBABLE COST - PHASE 2 Page 15

26 APPENDIX B

27 SOPHIA CIR. CLOVER FIELD BLVD. Enger Bvd. (C.S.A.H. 10) LIBERTY LANE LEX COURT TUPELO STH 41 CREST DR OAK BOLDT ST. VIRGINIA WAY BAYVIEW CORTNEY CRESTVIEW ZEMBLE ST. TERRACE Pot Date: 05/18/ :10am Drawing name: \\us1291-f01\workgroup\1938\active\ \cad\dwg\preiminarydesign\report Drawings\ Location.dwg Xrefs:, chan, chaska, dah, ake SOPHIA DRIVE CLOVER PRESERVE LANE CLOVER PRESERVE DR. CLOVER FIELD CIR. CLOVER PRESERVE CT. W. Cre ek La. EX. C REEK CREEK ROAD MARK TWAIN DR. Creek Rd. (CR10) HUCKLEBERRY RD. SCHOOLMASTER WEST CREEK LANE CLOVER RIDGE DR. FAULKNER DR. CLOVER MOLNAU CT. RIDGE CLOVER FIELD DR. DRIVE CLOVER MEADOWS DRIVE KELM ST. DRIVE LEGACY LANE KERBER KERBER Cover Ridge Dr. MOLNAU CT. GEHL ST. PASS GRIMM RD. PASS T.H. 212 CLOVER RIDGE DRIVE ENGLER BLVD. COUNTY ROAD 10 MAXW GRIMM STAHLKE WAY VAN SLOUN ROAD SCHOOLMASTER WELLENS ST. STATE HWY. 212 BRAUNWORTH CT. CIR WELLERS DR. KESSLER LANE SCHOOLMASTER ROAD DRIVE SCHINDLER VAN SLOUN VAN SLOUN ROAD PROJECT LOCATION CROSSING ROAD W. SCOTT KESSLER CT. RYBERG ST GRIMM ROAD E. SCOTT RAMSEY COURT WASHINGTON CT RYBERG CIR. NEWBERRY LANE PRESCOTT CT. ENGLER BLVD. DRESDEN DRIVE LANE PRESCOTT KOEHNEN DRIVE NEWBERRY LA. BENNETT DR. INDEPENDENCE AVE. HTS DR. CIRC. D. CIRC. I.CIRC. CONCORD DR. SARATOGA CT LIBERTY INNSBRUCK DR KASSEL DRIVE ESSEN CT. DRESDEN DRIVE WESTWOOD LN OAK HILL CONCORD DR. PROVIDENCE CT. INDEPENDENCE AVE. CREEK ROAD KASSEL LANE CIR. HERITAGE CT. CIRCLE BAVARIA ROAD S. CIR. HAERING CIRCLE AMBERG H. CT CONCORD CT. OAK HILL RD ROYAL OAK DR. H. CT AMBERG LANE MOERS MOERS AMBERG MOERS CT. CIR. CIR. HAERING LANE HIGHWOOD CIRCLE MEADOW WHITE OAK DR PONDVIEW LANE VICTORIA LIBERTY DRIVE WHITEOAK DR. HTS DR. MEADOW CT. WARNER CIR WARNER CIR GROVES DR. WHITE OAK DRIVE LANE HIDDEN HIGHWOOD DRIVE STEPHEN LA. CREEK OAKVIEW CARD. LANE DRIVE CARD. CIR. STEPHEN CARDINAL CT OAK CARD. COVE CHERITA DRIVE HIGHLAND DRIVE BENDER ROAD S. CT. PLACE JASPERS CIR. NO. JASPERS CIR. SO. NORTHGATE NORTHGATE BLVD WHITE CT. CT. CARDINAL LANE FABER LANE HIGHWOOD DR. DRIVE CARDINAL ST STH 41 CANYON STH 41 CIR. AVE. BROADVIEW VALLEYVIEW ROAD CREST DR CANYON ENGLER BLVD. SUNSHINE CIRCLE CREST DR VALLEYVIEW CROSSTOWN MAN UELA CIR. ROAD SKIVIEW DR HILLSIDE CIR. STATE TRUNK HIGHWAY212 P.R. CT. PARK RIDGE DRIVE ROAD SCARBOROUGH COURT PARK RIDGE DRIVE COUNTY ROAD 10 PARKVIEW SUNSHINE CT. CT. PARKVIEW WATERFORD LANE W. CIRC. W. COURT RIDGE CT. RIDGE LANE DRIVE RIDGE WESTON CT. PARK RIDGE BLVD. CIR. RIDGE LANE WESTON RIDGE PKWY. JUDITH DR CT DAWNVIEW DR TIMOTHY LN CAROL LA. RITA LANE JUDITH DR KELLY ROAD THOMAS LANE RAVOUX ROAD HERITAGE CT JUDITH DR DENNIS LANE HOLTZ VINCENT PL JAMESDR CT. ELLSWORTH C S A H 10 LA. STATE ST SUGAR LANE WESTON RIDG JUDITH DR HANSON DR. BROOKVIEW TERRACE N. VALLEY RD. KELLY RD PRAIRIE WOODRIDGE DR RAVOUX ROAD YORK ST BRICK ROAD FIRE LANE Co.Rd.61 AVE RINGENBACH ST. MATTHEW DRIVE HELDT ST CONNER ST. COLE ST. DAHLEN MALLARY LA. KAYLEE ST. LA. MALLARY LA. CITY HALL WOODLAND DR. PLACE WALNUT WALNUT YELLOW CHASKA BOULEVARD STOUGHTON EIGHTH STREET SEVENTH STREET SEVENTH ST. SIXTH ST COUNTY ROAD 140 CASCADE BEECH WILLOW WAY DRIVE CREEK LANE PINE FIFTH ST ST STATE TRUNK HIGHWAY212 CSAH 140 CREEK RIDGE DR LOCUST ST CHASKA BOULEVARD Co.Rd.61 SPRUCE ST HICKORY ST ELM ST FIRST CEDAR ST SECOND ST ST ST FOURTH THIRD CHESTNUT WALNUT ST ASH MAPLE CASCADE DR. WEST THIRD ST ST ST ST ST ST Co.Rd.61 N LOCATION PLAN CITY OF CHASKA CLOVER RIDGE DRIVE EXTENDED DATE: 05/19/2017 PROJ. NO.: FIGURE Highway 36 W St. Pau, MN

28 > > > > > > Cover Ridge Dr. Enger Bvd. (C.S.A.H. 10) W. Creek La. CRE EK.2 12 T.H EX. C RE EK R O AD Cree k Rd. (C R 10 ) N 0 EXISTING CONDITIONS 150 Horizonta Scae In Feet CHASKA, MINNESOTA FIGURE 2 CLOVER RIDGE DRIVE EXTENDED Date: 05/19/2017 PROJ. NO Highway 36 W St. Pau, MN

29 Pot Date: 05/18/ :14am Drawing name: \\us1291-f01\workgroup\1938\active\ \cad\dwg\preiminarydesign\report Drawings\ Location.dwg Xrefs:, chan, chaska, dah, ake EX. CREEK CREEK ROAD ST CREEK LANE KERBER PASS ENGLER BLVD. COUNTY ROAD 10 PROJECT LOCATION STATE HWY. 212 PRE WBERRY LANE ENGLER BLVD. FUTURE ROAD EXPANSION COUNTY ROAD 140 N FUTURE ROAD EXPANDSION CITY OF CHASKA CLOVER RIDGE DRIVE EXTENDED DATE: 05/19/2017 FIGURE 3 PROJ. NO.: Highway 36 W St. Pau, MN

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33

34 R/W 70' 60' R/W 2.00' 10.00' 10.00' 14.00' 12.00' 14.00' 7.55' 2.27' 14.00' 12.00' 14.00' 10.00' 10.00' 2.00' TRAIL RIGHT TURN LANE (ONLY) THRU LANE THRU LANE LEFT TURN LANE THRU LANE RIGHT TURN LANE TRAIL 1' 3"- SP9.5 WEARING COURSE (SPWEA240B) 8"-CLASS 5 BASE R/W B TYPICAL SECTION CLOVER RIDGE DRIVE STA /2"- SP12.5 WEARING COURSE (SPWEB340C) 4"- SP12.5 WEARING COURSE (SPWEB340C) 12"-CLASS 5 AGGREGATE BASE, 100% CRUSHED 24" SELECT GRANULAR BORROW SUBGRADE STABILIZATION FABRIC (NON-WOVEN) COMPACTED SUBGRADE 56' 63' R/W 2.00' 10.00' 10.00' 14.00' 14.00' 5' 1' 14.00' LEFT TURN LANE 12.00' THRU LANE 14.00' RIGHT TURN THRU LANE 10.00' 10.00' 2.00' TRAIL THRU LANE THRU LANE TRAIL 1' 3"- SP9.5 WEARING COURSE (SPWEA240B) 8"-CLASS 5 BASE B TYPICAL SECTION CLOVER RIDGE DRIVE STA CL 1 1/2"- SP12.5 WEARING COURSE (SPWEB340C) 4"- SP12.5 WEARING COURSE (SPWEB340C) 12"-CLASS 5 AGGREGATE BASE, 100% CRUSHED 24" SELECT GRANULAR BORROW SUBGRADE STABILIZATION FABRIC (NON-WOVEN) COMPACTED SUBGRADE R/W R/W 30' 30' Pot Date: 05/18/ :29am Drawing name: \\us1291-f01\workgroup\1938\active\ \cad\dwg\preiminarydesign\report Drawings\ C101.dwg Xrefs: TYPICAL SECTIONS CHASKA, MINNESOTA CLOVER RIDGE DRIVE EXTENDED 6' SIDEWALK 7.5' MINIMUM 4" CONCRETE 6" CLASS 5 100% CRUSHED B DATE: 1' 16.00' TYPICAL SECTION CREEK LANE STA ' 05/19/2017 PROJ. NO.: ' MINIMUM 4" CONCRETE 6" CLASS 5 100% CRUSHED 1 1/2"- SP12.5 WEARING COURSE (SPWEB340C) 3"- SP12.5 WEARING COURSE (SPWEB340C) 8"-CLASS 5 AGGREGATE BASE, 100% CRUSHED 24" SELECT GRANULAR BORROW SUBGRADE STABILIZATION FABRIC (NON-WOVEN) COMPACTED SUBGRADE 6' SIDEWALK FIGURE Highway 36 W St. Pau, MN

35

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37

38

39

40

41