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D-9. Arbor Glen: Approve Final Plat, Development Contract, and Plans and Specifications • CITY OF ClIANHASSEN d' sv Chanhassen is a Community for Life-Providing forToday and Planning for Tomorrow MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Stephanie Smith, Project Engineer Bob Generous, Senior Planner DATE: July 10, 2017 SUBJ: Arbor Glen Final Plat,Development Contract, and Plans & Specifications—Planning Case#2015-16 PROPOSED MOTION "The Chanhassen City Council approves: 1. The final plat for Arbor Glen subject to the conditions of the staff report; 2. The development contract for Arbor Glen; and 3. The plans and specifications for Arbor Glen Approval requires a simple majority vote of City Council. PROPOSAL SUMMARY The applicants,Arbor Glen Chanhassen, LLC and Gianetti Properties, LLC,are requesting final plat approval to create 18 lots and five outlots for the property located at the southwest corner of State Highway 101 and Lyman Boulevard. BACKGROUND On July 11, 2016, the Chanhassen City Council approved the following: Rezoning of the Arbor Glen property from Agricultural Estate District,A-2,to Planned Unit Development—Residential,PUD-R; Conditional Use Permit for development in the Bluff Creek Corridor; and PH 952.227.1100• www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 2 Preliminary Plat for Arbor Glen for a 21 lot subdivision with a Variance from the western perimeter setback. SUBDIVISION REVIEW The applicant is creating 18 lots and five outlots for the development of a detached townhouse residential subdivision. The applicant is reducing the number of lots from what was preliminarily approved (21)to reduce impervious surfaces,meet Watershed wetland buffer requirements and reduce infrastructure costs for the project. The applicant is proposing a planned unit development on an approximate 8.5-acre parcel. Approximately 3.24 acres of the property is encumbered by a high-quality wetland and its buffer that is listed on the MN DNR Public Waters Inventory,which will be dedicated to the city. The land is zoned Planned Unit Development—Residential, PUD- R, and is guided Residential Low Density with a density of 1.2 to 4 lots per acre. The applicant is proposing 18 single-family residences as cottage or detached townhouse type units on the net 5.25 acres for a density of 3.43 units per acre. The access will be provided by extending Crossroads Boulevard into a private cul-de-sac across Lyman Boulevard. The property lies within the Bluff Creek Overlay District and the applicant is proposing to grade within the primary zone. RIGHT-OF-WAY AND EASEMENTS Right-of-way is dedicated along the northern and eastern portion of the property for Lyman Boulevard and Highway 101. A pipeline easement is dedicated to Williams Pipe Line Company, LLC for the high-pressure pipeline located across the northern part of the property. The applicant is showing proposed grading within the William Brothers Pipeline Easement. The applicant must obtain the required permitting prior to grading within the easement. The plat proposes to grant drainage and utility easements over Outlots B-E. The drainage and utility easements are shown in the plat around the perimeter of each lot as well as locations of public utilities. A larger backyard easement is required for Lots 2 and 3 to include the drainage way through the back of those parcels. A larger D&U easement is required on Lot 1 for a 1:1 minimum (1.5:1 preferred) excavation area for the proposed watermain. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 3 GRADING Drainage Per City Code §18-60(j), the grading plan must be revised to include the house pads and driveway locations, so staff can evaluate the driveway design and determine that the grading will send water away from all structures. If house plans are not known, then a 60'x 60' building pad and 30-foot access driveway shall be used. Per City Code §20-481(e) (1), the lowest floor elevation must be a minimum of three feet above the highest known groundwater elevation. The soil boring, B1, found groundwater at elevation 914,but this water may be perched water rather than a stable groundwater elevation. Staff is concerned that Lots 6, 7, 12 and 13 have a full basement or lookout-style home that would put the lowest floor elevation at or slightly below the water elevation found at soil boring B 1. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. Graded slopes shall not exceed a 3:1 ratio. The grading of Lots 1, 2 and 3 channels the drainage at the back of the lot and sends the flow toward a catchbasin located on the property line of Lot 3 and Lot 4. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over that drainageway as it is serving multiple lots. Erosion Prevention and Sediment Control The proposed development will exceed one(1) acre of disturbance and will, therefore,be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System(NPDES Construction Permit). The applicant has prepared a Surface Water Pollution Prevention Plan (SWPPP) and submitted it to the city for approval prior to final plat review and approval. The SWPPP must be updated to include additional required information after the contractor and subcontractors are selected. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The city has a checklist which they will make available to the consulting engineer. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 4 SITE CONSTRAINTS Wetland Protection There is a large wetland on the property. This is the type 1 and type 3 fringe of a much larger type 5 wetland that extends south and west through city property towards Powers Boulevard. This wetland was delineated by Bopray Environmental on April 23, 2015. This wetland includes the Bluff Creek Overlay District primary zone. The proposed buffer shown on the plan is in compliance with the Riley, Purgatory, Bluff Creek Watershed District requirements, which exceed those required by the city. The provided plan avoids any wetland fill or excavation based upon the submitted boundary. This wetland is classified as a manage 1 wetland according to the city's wetland protection plan. A manage 1 wetland requires a 25-foot permanent buffer established and maintained with native vegetation. A 30-foot setback from that buffer edge is required for all structures. The Riley Purgatory Bluff Creek Watershed District Rules were adopted in October of 2014 and went into effect in January of this year. The district requires an average buffer of 60 feet with a minimum buffer width of 30 feet. The district does allow ponds within the buffer area provided they maintain the minimum buffer width. Bluff Protection There are no bluffs on the property. There are areas with steep slopes and consideration should be given to these in the design of drainage and the placement of erosion prevention and sediment control practices. Shoreland Management The property lies beyond the shoreland overlay district for Lake Riley. As such, it will not be subject to shoreland requirements for land development. However, it does contain a DNR Public Water as indicated on the Carver County Public Waters Inventory map. Floodplain Overlay This property does not lie with a floodplain. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 5 RETAINING WALLS -F .7.:1/__ . - � i ii,r► B! I I I I I a P i, (O/p1 i fraud Sas. I I T T 0 ..1r -- —1-- --- I 1— 1> I1 --- 2 �]] uoee ! 1 +POa4 I I tone: I I i ' I ' PEn�l163B I I fla16 J8 1 Cd18 i I �, i C I ( ^ I I it INpUI'.5: �I IP9ZE1 I T' 1` 1, Lae l I , 8i 8d 1911630 1 0WIS da 1 1 Vac JAt 'j 6CCc6673E I ' Z'IO je 1II 0146A O 'C?"�`\`11a63'� I I :oc.:3F) I ?On A1 t I 8l i 87 J ; 87 1 ' Od 1 1 8A { ' G ["� kt `\ 11 I COZ03a ( 1 602831 1 0126.11 , 1 �•1a631 1_ l'ZZ831 1 1 9'ZZB 31 11 CWI Al I g Z i,..44 L _.-_.. 9M.a 1 BICB d'J I 1 t•lGi d9 9'lGi 3p F _ _ , Z Z7 I L 0 ZZB do t L__. J ! 63f1 1 _ ,,1 GF 991.6 WOOS ( _ri_ __, _ o >.c4 14" ----I - Q 11'6221 � ' ,FE212 �, GF 9711.8 I16 ��- �� r---� r---�y�� '.� "� iU WQ I 9'WO 7F8211 7F9 19 ! I G!821.0 ( GF921.� I I GF 822.01 4 ' i5��, 1— NF 912.1 1 I 0F9072 1 9'wo ITF 8?t 0 I 7F 9?t.7 I I 'IF 029 7 q (q 1 8 I I aF9,z, g'WO I 19'WO 1 WO , I WO \ l� I I BFFIT29 I SRI** I BF 913-4 a.' �` �`�.__ l L___ ,61"1 17 16 1 ,i'..-1,,i 1 15 ;"; 14 ! 13 i ' BF4,6C A �.. ,I ! l N1+ol 1 1 1 .6.'n ! ; Win I ro1271 I 12 I� �\ ; . 11 I I I I I I I I I I I I I I I ~yJ `` --1 L____I L_ i L_ 1 i 1 GF9225' rGF9.75 I I I I I I I I 11 I 1 I II 1 1 1 I I 1 I . — —___ f909 � 1 lx 92?B `` W a I l A WI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L Irl`I I i ' ----- BF 914.6 11 i B 9914 ; ,111111111111111111 11 10 , III 1 I I I I 1 I I I i I 1 I I 1 Iii 11 1F156t1 1 IP138' • I.&!LAND uO FER—`' 1 1 1 1 1 1 11 11 1 11 11 111}.. I I iI m IIIIIIIIIIIIII s, A I i I I I I I II II i I i i1 �4 ----J __ J 1111111111 m+ -- — IIIIIIIIIIIIIIIIii ; 11111111111111111 "::>,1v,,.. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 'i •_,ter•. ` 1 1 1 1 1 1 1 ! 11 1 1 1 1 1 11 1 ""` "' 1 11111 III11111111111111, ' Ill I I I I I I I I I I I, ,,-• I I I I I I I I I I I 1 1'i`,'' 111111111111.1' 111111111111IIIII , iiIIIIIIIIII11111 ' 1111111111111 III III Illi;. I I I I I I I I I. Ili I I'I'I''I I IIIIIIIIIIIIIIIIIT 11111111111111 11I1111111I 1111111111 1 / 1111111 -- III II I , is The applicant proposes a retaining Wall A along the western property line that will wrap around the southern edge of Lots 16, 17 and 18. This wall is approximately 415 feet long, with a height of 7 feet along the western property line and a height of 8 feet along the south. Wall A shall be owned and maintained by the HOA. The Emergency Overflow (EOF)between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. The grading plan for Lot 18 shows a 3:1 slope from the building pad to the edge of the property. This is likely to be problematic for the future homeowner's use of their yard and construction of a future patio. It is likely that additional retaining walls will be constructed on this lot. Retaining Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 6 walls on Lot 18 cannot be constructed in a proximity to Wall A that would affect that structure unless the design is signed by a structural engineer licensed in the State of MN and takes the effect on Wall A into account for the design. Staff recommends the applicant revise the grading design to create a level portion of the yard for Lot 18. Wall B is proposed near the proposed trail extension along Highway 101 and connecting to the retaining wall constructed with the Foxwood development to the south. Wall B is approximately 250 feet long and 6 feet tall. Top and bottom wall elevations shall be added to the grading plan. This wall shall be a distance of 3 feet preferred (20"minimum) from the trail. The city will own and maintain Wall B as it is constructed to support the earth and grading for the public trail along State Highway 101. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. STREETS The applicant proposes construction of a private cul-de-sac named Crossroads Court. It is 24 feet wide and approximately 690-foot long. Crossroad Court uses the existing access off of Lyman Boulevard and the plan set shows the removal of the existing access off State Highway 101. The profile of this street shows two changes of grade without the vertical curves that are required by City Code. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. The horizontal alignment of Crossroads Court includes a 60-foot radius curve. This radius does not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway i Design Manual. The applicant shall submit documentation for the design speed used for Crossroads Court and the anticipated signed speed. Speed signage for this curve shall be required. This private street will be owned and maintained by a Homeowners Association. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS, SIDEWALKS AND TRAILS The grading plan shall be revised to show driveway locations, or if house plans are unknown show a 30-foot wide driveway access. The plan does not show the driveways,but does note the I Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 7 slopes for the driveways. The Lot 15 driveway slope is 10.4% and shall be revised. Driveway slopes shall be no greater than 10%. All driveways shall follow City Code §20-1122. The applicant shall construct a trail on the west side of TH 101, which shall be owned and maintained by the city. A retaining wall, Wall B, will be constructed in conjunction with the trail to support the grading needed for trail construction. The city will own and maintain Wall B. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. The applicant's engineer's estimate for the cost associated with the trail construction is $82,778.23 to be paid by the city. An Limited Use Permit is required for the trail and retaining will within MnDOT right-of-way. The applicant has been working with city staff on the LUP application. A 5-foot sidewalk is proposed to connect the development to the proposed State Highway 101 trail. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements. Pedestrian ramps to be installed as part of this project shall follow the MnDOT standard details for pedestrian ramp construction. SANITARY SEWER AND WATERMAIN Sanitary Sewer The applicant proposes to connect to the city sanitary system by tapping into an existing manhole located on the northwest part of the parcel at the access to Lyman Boulevard. This connection is at a depth that allows gravity sanitary sewer access to all the proposed lots on this development. The minimum sanitary sewer grade that the city will accept is 0.40%; therefore, setting the design grade to this minimum is not advisable. The plan must have a design grade that the developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time acceptance is requested,the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50%minimum design grade. The sanitary sewer main on site will be 8-inch PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The applicant shall revise their sanitary sewer plan to minimize the number of structures by eliminating MH#1 and adjusting the location of MH#2. The location of MH#3 shall be adjusted to reduce the spacing between MH#3 and MH#4 for ease of maintenance. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 8 The proposed sanitary sewer shall become city-owned after construction and acceptance by the City Council. Water Main The developer shall connect to an existing watermain stub on the property near the Lyman Boulevard access and loop their water through a connection to the 12" existing watermain along State Highway 101. The 8-inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed water main shall become city-owned after construction and acceptance by the City Council. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that"these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features."The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley- Purgatory-Bluff Creek Watershed District. The city's consultant,WSB Engineering,has reviewed the stormwater plans submitted May 23, 2017. Based on the submittal,the applicant's design meets the requirements for volume control, rate control and water quality. Storm Water Utility Connection Charges These fees can be credited up to 50%if the design has a reasonable expectation of achieving abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The wetland and buffer and upland area put into the outlot will be removed from the assessed property. Todd Gerhardt Arbor Glen-Planning Case 2015-16 July 10, 2017 Page 9 This fee and credits are calculated as shown in the table below. PER SURFACE AREA FEE ACRE ACRES FEE WATER GROSS AREA $8,080 8.5 $ 68,680.00 DEVELOPMENT OUTLOT E-Wetland and Buffer $8,080 -3.24 $ (26,179.20) FEE NET AREA 5.26 $ 42,500.80 VOLUME VOLUME 0�O of 1.1" SURFACE WATER for 1.1" REMOVAL VOLUME CREDIT ITEM ABSTRACTION PROVIDED REMOVED CREDIT Infiltration 6,189 6189.15 100% $ 10,625.46 The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1"volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING A total of 58 overstory trees shall be included in 011/ wrvi c1514 ' , the planting plan in addition to the required .k kV conifer and understory selections. An additional ' • • + 10 overstory trees are to be added to the ;:R_ .•.° . landscape plan dated 6-3-15 and revised �•; ;••_.00• - 4/20/17. The applicant will submit a revised rs__�e¢, �p IDD ct318 IiOT. 24'or. landscape. •- - - - - - -- • _ rz I8 MISCELLANEOUS �+ ..❖:❖ i Pt` .�i❖.•t•+•i• The intersection of Highway 101 and Lyman ...,.,;*�• p ,������•...., -_-_-_- Boulevard is a key gateway and crossroad in the r.�:•` community. The city is requiring that , !) ,t:g G eg development at the corners provide a gateway 0 A p treatment of fencing. The developer shall install 'CONCEPT LAN'' -4 a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Todd Gerhardt Arbor Glen-Planning Case 2015-16 July 10, 2017 Page 10 Additionally, the development plans show an entrance monument in Outlot A. This monument, as shown, does not comply with city code requirements. Monument signs must be a minimum of 10 feet from the property line and outside of the pipeline easement. A separate sign permit application and review is required prior to the installation of such signage. COMPLIANCE TABLE Area (sq. Width Depth Hard Cover Notes ft.) (ft.) (ft.) Max. sq. ft. Code 5,000 50 100 2,942 L 1, B1 7,143 66 109 2,942 Corner lot L 2, B 1 6,393 56 115 2,942 L 3, B 1 6,656 54 119 2,942 L 4, B 1 6,603 54 122 2,942 L 5, B 1 6,604 54 122 2,942 L 6, B 1 6,603 54 122 2,942 L 7,B 1 6,603 54 122 2,942 L8, B 1 6,300 54 116 2,942 L 9,B 1 13,447 97 137 2,942 Eastern Perimeter L10, B 1 13,597 98 141 2,942 Eastern Perimeter L11, B 1 6,830 57 125 2,942 L12, B 1 6,411 54 113 2,942 L13,B 1 6,053 54 112 2,942 L14, B 1 5,976 54 111 2,942 L 15 B 1 6,323 57 111 2,942 L16, B 1 6,277 57 110 2,942 Wetland L17, B 1 5,572 54 103 2,942 Wetland L18, B 1 9,962 90 113 2,942 Wetland,Western perimeter 20 foot setback Outlot A 2,441 Entrance Monument(0.06 acres) Outlot B 34,787 Green Space/Pipeline Easement (0.8 acres) Outlot C 29,047 Private Street(0.67 acres) Outlot D 29,047 Storm water pond/infiltration (0.67 acres) Outlot E 140,942 Wetland and buffer(3.24 acres) Total 369,617 8.49 acres Lot 18 - 20 foot perimeter setback Setbacks: front-25-ft. to curb, side street -10-ft., rear-0-ft., wetland buffer-20 ft., buffer setback- 30 ft. Hard Cover: Maximum 2,942 square feet per lot Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 11 a. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet# Gas Pipeline 20 feet from easement Front-Interior private street 25 feet to curb; side yard(street) 10 feet to curb Side Lot Line 6 feet Hard Surface Coverage Maximum 2,942 square feet per lot* Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet #Western Perimeter is 20 Feet * The entire development,including the private street and outlots,may not exceed 25 percent hard coverage. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A$771,021.41 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, erosion control, the installation of public utilities,private stormwater systems, one-year of public street light operating costs, engineering, surveying,inspection, landscaping and topsoil. The cash fees for this project total $213,482.72. PLANS & SPECIFICATIONS The applicant has also submitted detailed construction plans and specifications for staff review and City Council approval. Staff has reviewed the plans and specifications and finds the plans still need some minor modifications. Staff requests that the City Council grant staff the flexibility to administratively approve the plans after working with the applicant's engineer to modify the plans accordingly. The plans and specifications are available for review in the Engineering Department. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 12 REVIEW CONDITIONS OF APPROVAL Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. *This condition still applies. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. *This condition still applies. 3. Each lot must be provided with a separate sewer and water service. *This condition still applies. 4. Demolition permits must be obtained before demolishing any structures. *This condition still applies. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems,wells, etc. is required. Permits are required, as applicable. *This condition still applies. Engineering: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. *This condition has been met. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there maybe an area that does not drain. *This condition has been met. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. *This condition still applies. 4. The city shall require a drainage and utility easement to be granted over Outlot A. *This condition no longer applies. 5. A 10-foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. *This condition shall be modified as follows: A 10-foot easement is required on the rear lot lines of Lots 1 through 910 - 18, Block 3 1. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 13 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. *This condition has been met. 7. The grading plan must be revised to include the house pads and driveway locations. This condition shall be modified as follows: The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30-foot wide driveway access prior to grading. 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. This condition shall be modified as follows: The low floor elevations of these proposed homes If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. This shall be coordinated with the Building Official. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. *This condition no longer applies. 10. A standard lot benching detail shall be included in the plan set. *This condition has been met. 11. The grading plan must be revised at the back of Lot 5, Block 2,between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. This condition shall be modified as follows: The grading plan must be revised at the be no greater than Graded slopes shall not exceed 3:1 ratio. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth-disturbing activities. *This condition still applies. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth-disturbing activities. *This condition still applies. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. *This condition shall be modified as follows: The entire buffer ar shall be placed into Outlot E C and the outlot shall be dedicated to the city. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 14 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. *This condition no longer applies. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. *This condition still applies. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. *This condition still applies. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. *This condition still applies. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. *This condition still applies. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent,but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. *This condition still applies. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. *This condition still applies. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. *This condition has been met. 23. The vegetation between tiered walls shall be low or no maintenance. *This condition no longer applies. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 15 24. The emergency overflow (EOF)between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. *This condition shall be modified as follows: The emergency overflow (EOF)between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwatcr system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. *This condition shall be modified as follows: A vertical curve is required at for the transitions between street+3.14% and 1.57% grades on Crossroads Court the South Private Drive. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. *This condition has been met. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. *This condition has been met. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. *This condition shall be modified as follows: The horizontal alignment of Crossroads Court includes a 60-foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. *This condition still applies. 30. An ADA-compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. *This condition has been met. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 16 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. *This condition has been met. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. *This condition still applies. 33. Profile grades shall be shown for the sidewalk and bituminous trail. *This condition has been met. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time ef-acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50%minimum design grade. *This condition still applies. 35. The 8-inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. *This condition still applies. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. *This condition no longer applies. 37. The proposed sanitary sewer and water main shall become city-owned after construction and acceptance by the city council. *This condition still applies. 38. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety,meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. *This condition still applies. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. *This condition still applies. 1 1 Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 17 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. *This condition no longer applies. 41. A Homeowners Association (HOA)must be established that is responsible for the maintenance and operation of the trident system if it is approved. *This condition shall be modified as follows: A Homeowners Association(HOA)must be established that is responsible for the maintenance and operation of the trident water reuse system if it is approved. 42. The city-authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. *This condition still applies. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. *This condition still applies. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. *This condition shall be modified as follows: SWMP fees estimated to be $31,875.34 $33,316.50 are due at the time of final plat. 45. The applicant is responsible for applying for,procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including,but not limited to, the Minnesota Pollution Control Agency and the Riley-Purgatory-Bluff Creek Watershed District. *This condition still applies. 1 46. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. *This condition shall be modified as follows: Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. The partial hookup fees will be assessed at the rate in effect at that time. Based on review of the final plat submittal, staff recommends the following conditions be added: 1. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 18 2. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 3. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 4. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 5. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 6. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 7. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20"minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 8. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A$300 fee shall be collected with the development contract for electricity costs for the first year of operation. 9. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 10. All driveways shall follow City Code §20-1122. 11. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 12. The location of Sanitary MH#3 shall be adjusted to reduce the spacing between MH#3 and MH#4 for ease of maintenance prior to construction of the utilities. 13. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley-Purgatory-Bluff Creek Watershed District prior to grading on site. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 19 Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. *This condition has been met. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. *This condition has been met. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. *This condition has been met. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. *This condition still applies. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. *This condition has been met. "Crossroads Court"is acceptable. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. *This condition has been met. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. *This condition still applies. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. *This condition still applies. 6. Prior to combustible construction fire hydrants shall be made serviceable. *This condition still applies. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. *This condition still applies. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 20 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base,trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. *This condition shall be modified as follows: Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base,trail surfacing, retaining wall and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. *This condition still applies. RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Sathre-Berquist, dated 4/21/2017 for Arbor Glen subject to the following conditions: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 21 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems,wells, etc. is required. Permits are required, as applicable. Engineering: 1. Any grading or other work within the road right-of-way will require a permit from Carver County. 2. A 10-foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. 3. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30-foot wide driveway access prior to grading. 4. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth-disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth-disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 22 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent,but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (BOA). The plan set shall call out the material for these retaining walls. 15. The Emergency Overflow(EOF)between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 17. The horizontal alignment of Crossroads Court includes a 60-foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time ef-acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50%minimum design grade. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 23 21. The 8-inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The proposed sanitary sewer and water main shall become city-owned after construction and acceptance by the city council. 23. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 24. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 25. A Homeowners Association (HOA)must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. 26. The city-authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 27. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 28. SWMP fees estimated to be$31,875.34 are due at the time of final plat. 29. The applicant is responsible for applying for,procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including,but not limited to,the Minnesota Pollution Control Agency and the Riley-Purgatory-Bluff Creek Watershed District. 30. Water and sewer partial hookups are due at the time of final plat. For 18 units,the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 31. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 32. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 24 33. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 34. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 35. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 36. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 37. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20"minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 38. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A$300 fee shall be collected with the development contract for electricity costs for the first year of operation. 39. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 40. All driveways shall follow City Code §20-1122. 41. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 42. The location of Sanitary MH#3 shall be adjusted to reduce the spacing between MH#3 and MH#4 for ease of maintenance prior to construction of the utilities. 43. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley-Purgatory-Bluff Creek Watershed District prior to grading on site. Todd Gerhardt Arbor Glen—Planning Case 2015-16 July 10, 2017 Page 25 Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base,trail surfacing, retaining wall and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. ATTACHMENTS 1. Development Contract 2. Reduced Copy Final Plat. 3. Memorandum from WSB to Alyson Fauske dated May 9, 2017. 4. Reduced Copy of Plan Sets Prepared By Sathre-Berquist dated Revised 4/21/17 sheets 1 - 11 g:\plan\2015 planning cases\2015-16 arbor glen\final plat\staff report fp arbor glen revised2017.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ARBOR GLEN DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL SP-1 2. CONDITIONS OF PLAT APPROVAL SP-1 3. DEVELOPMENT PLANS SP-1 4. IMPROVEMENTS SP-2 5. TIME OF PERFORMANCE SP-2 6. SECURITY SP-2 7. NOTICE SP-3 8. OTHER SPECIAL CONDITIONS SP-4 9. GENERAL CONDITIONS SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED GC-1 2. PHASED DEVELOPMENT GC-1 3. PRELIMINARY PLAT STATUS GC-1 4. CHANGES IN OFFICIAL CONTROLS GC-1 5. IMPROVEMENTS GC-1 6. IRON MONUMENTS GC-2 7. LICENSE GC-2 8. SITE EROSION AND SEDIMENT CONTROL GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING GC-2 9. CLEAN UP GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS GC-3 11. CLAIMS GC-3 12. PARK DEDICATION GC-3 13. LANDSCAPING GC-3 14. WARRANTY GC-4 15. LOT PLANS GC-4 16. EXISTING ASSESSMENTS GC-4 17. HOOK-UP CHARGES GC-4 18. PUBLIC STREET LIGHTING GC-4 19. SIGNAGE GC-5 20. HOUSE PADS GC-5 21. RESPONSIBILITY FOR COSTS GC-5 22. DEVELOPER'S DEFAULT GC-6 22. MISCELLANEOUS A. Construction Trailers GC-6 B. Postal Service GC-7 C. Third Parties GC-7 D. Breach of Contract GC-7 E. Severability GC-7 i F. Building Permits GC-7 G. Waivers/Amendments GC-7 H. Release GC-7 I. Insurance GC-7 J. Remedies GC-8 K. Assignability GC-8 L. Construction Hours GC-8 M. Noise Amplification GC-8 N. Access GC-8 O. Street Maintenance GC-8 P. Storm Sewer Maintenance GC-9 Q. Soil Treatment Systems GC-9 R. Variances GC-9 S. Compliance with Laws, Ordinances, and Regulations GC-9 T. Proof of Title GC-9 U. Soil Conditions GC-10 V. Soil Correction GC-10 W. Haul Routes GC-10 X. Development Signs GC-10 Y. Construction Plans GC-10 Z. As-Built Lot Surveys GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) ARBOR GLEN SPECIAL PROVISIONS AGREEMENT dated June 12, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, GULF LAKES CONDOS, a limited liability company(the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for ARBOR GLEN (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A,the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved May 22, 2017,prepared by Sathre-Bergquist, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated April 21, 2017, prepared by Sathre-Bergquist, Inc. Plan C: Plans and Specifications for Improvements dated April 21,2017,prepared by Sathre- Bergquist, Inc. Plan D: Landscape Plan dated April 20, 2017 prepared by Norby & Associates Landscape Architects, Inc. SP-1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities(e.g. gas, electric,telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2017. The Developer may,however,request an extension of time from the City Engineer. If an extension is granted,it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments,payment of the costs of all public improvements, and construction of all public improvements,the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for$771,021.41. The amount of the security was calculated as 110%of the following: Site Grading/Erosion Control/Restoration $ 402,712.34 (Including 1200 CY at$20/CY for topsoil) Sanitary Sewer $ 103,010.79 Water Main $ 66,969.27 Storm Sewer,Drainage System,including cleaning and maintenance $ 68,526.46 Sub-total, Construction Costs $ 641,218.86 Street lights and signs(1 light @$1,500 and 2 signs @$250) $ 2,000.00 Engineering, surveying, and inspection(7%of construction costs) $ 44,885.32 Landscaping(2%of construction costs) $ 12,824.38 Sub-total,Other Costs $ 59,709.70 TOTAL COST OF PUBLIC IMPROVEMENTS $ 700,928.56 SECURITY AMOUNT(110% of$700,928.56) $ 771,021.41 SP-2 This breakdown is for historical reference;it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security,without notice,for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down,the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2)iron monuments for lot corners have been installed,(3) all financial obligations to the City satisfied, (4)the required"record"plans have been received by the City, (5) a warranty security is provided, and(6)the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing,and shall be either hand delivered to the Developer,its employees or agents, or mailed to the Developer by registered mail at the following address: Mr. Mark Eklo GULF LAKES CONDOS,LLC 3360 Bavaria Road Chaska, MN 55318 Phone: 813-777-0015 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. {The remainder of the page intentionally left blank) SP-3 8. Other Special Conditions. A. SECURITIES AND FEES A $771,021.41 letter of credit or escrow for the developer-installed improvements, the $213,482.72 cash administration fee and the fully-executed development contract must be submitted and shall be submitted prior to scheduling a pre-construction meeting. Administration fee(based on estimated construction cost: 3%of$500,000+2%of$117,218.86) $ 17,824.38 Arterial Collector Fee $ 7,344.00 GIS fee: 18 parcels @$10/parcel +$25 for the plat $ 205.00 Recording Plat Fee $ 450.00 Park Dedication Fee: 18 parcels @$5,800/parcel $ 104,400.00 Partial payment of City sewer and water hookup fees: 18 units @$691/unit(sewer)+$2,147/unit(water) $ 51,084.00 Street light operating fee: 1 lights @$300/light $ 300.00 Surface Water Management Fee $ 31,875.34 Total $ 213,482.72 B. Building Official Conditions of Approval 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. C. Engineering Department Conditions of Approval 1. Any grading or other work within the road right-of-way will require a permit from Carver County. 2. A 10-foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. 3. The grading plan must be revised to include the house pads and driveway locations. SP-4 4. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth-disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth-disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent,but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 15. The Emergency Overflow(EOF)between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at all transitions between street grades on Crossroads Court. SP-5 17. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time ef-acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50%minimum design grade. 21. The 8-inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 23. The proposed sanitary sewer and water main shall become city-owned after construction and acceptance by the city council. 24. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety,meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 25. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 26. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 27. A Homeowners Association (HOA)must be established that is responsible for the maintenance and operation of the trident system if it is approved. 28. The city-authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. SP-6 29. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule,necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 30. SWMP fees estimated to be$31,875.34 are due at the time of final plat. 31. The applicant is responsible for applying for,procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including,but not limited to, the Minnesota Pollution Control Agency and the Riley-Purgatory-Bluff Creek Watershed District. 32. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 33. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 34. If water is encountered at any lot during construction,the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 35. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 36. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 37. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 38. The plan shall note that erosion control matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 39. The grading surface contours have errors at the southwest corner of Wall A, the eastern end of Wall A and at the curve of Crossroads Court near Lot 18. These errors shall be resolved prior to grading on site. 40. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 41. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20"minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. SP-7 42. The profile of Crossroads Court shows two changes of grade without the vertical curves that are required by City Code. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 43. The horizontal alignment of Crossroads Court includes a 60-foot radius curve. This radius does not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for Crossroads Court and the anticipated signed speed. Speed signage for this curve shall be required prior to construction. 44. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A$300 fee shall be collected with the development contract for electricity costs for the first year of operation. 45. The grading plan shall be revised to show driveway locations, or if house plans are unknown show a 30-foot wide driveway access prior to grading. 46. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 47. All driveways shall follow City Code §20-1122. 48. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 49. Pedestrian ramps to be installed as part of this project shall follow the MnDOT standard details for pedestrian ramp construction prior to acceptance of the trail. 50. The applicant shall revise their sanitary sewer plan to minimize the number of structures by eliminating MH#1 and adjusting the location of MH#2 prior to construction of the utilities. 51. The location of Sanitary MH#3 shall be adjusted to reduce the spacing between MH#3 and MH#4 for ease of maintenance prior to construction of the utilities. 52. The applicant shall meet the minimum requirements for stormwater set forth in City Code §9-VII and requirements of the Riley-Purgatory-Bluff Creek Watershed District. D. Fire Department Conditions of Approval 1. Provide/maintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. SP-8 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. E. Parks Director Conditions of Approval 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base,trail surfacing, retaining wall and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses F. Planning Department Condition of Approval: The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. {The remainder of the page intentionally left blank) SP-9 CITY OF CHANHASSEN BY: Denny Laufenburger,Mayor (SEAL) AND: Todd Gerhardt, City Manager GULF LAKES CONDOS LLC: BY: Mark Eklo,Its Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of , 2017, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2017,by Mark Eklo, Manager of GULF LAKES CONDOS, a limited liability company, on behalf of the company. NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen,MN 55317 (952)227-1100 SP-10 I EXHIBIT "A" TO DEVEL I)PMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet,more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest corner of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 71 C of the Minnesota Department of Transportation Right- of-Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. (The remainder of the page intentionally left blank} MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT , which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract,agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this day of , 20 . STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20 ,by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen,MN 55317 (952) 227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of ,20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 20 ,by . NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 IRREVOCABLE LETTER OF CREDIT No. Date: TO: City of Chanhassen 7700 Market Boulevard,Box 147 Chanhassen,Minnesota 55317 Dear Sir or Madam: We hereby issue,for the account of (Name of Developer) and in your favor,our Irrevocable Letter of Credit in the amount of$ , available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. , dated 2 ,of (Name of Bank) "; b)Be signed by the Mayor or City Manager of the City of Chanhassen. c)Be presented for payment at (Address of Bank) , on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel,this Letter of Credit.Written notice is effective if sent by certified mail,postage prepaid,and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager,Chanhassen City Hall,7700 Market Boulevard,P.O.Box 147,Chanhassen,MN 55317,and is actually received by the City Manager at least thirty(30)days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits,International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. BY: Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITIONS 1. Right to Proceed. Within the plat or land to be platted,the Developer may not grade or otherwise disturb the earth,remove trees,construct sewer lines,water lines,streets,utilities,public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk,2)the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located,and 4)the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi-phased preliminary plat,the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks,not outlots,within two (2)years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls,platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards,ordinances,and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC-1 with construction. The City will,at the Developer's expense,have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded,and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized,mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action,but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored,even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC-2 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean,on and off site,dirt and debris,including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements,a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed,the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety(90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22,Minnesota Rules of Civil Procedure for the District Courts,to draw upon the letters of credit in an amount up to 125%of the claim(s)and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys'fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half(21/2)inches caliper, either bare root in season,or balled and burlapped. The trees may not be planted in the boulevard(area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six(6)inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of$750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two(2)months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the GC-3 escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1)a warranty/maintenance bond for 100%of the cost of the improvement,or 2)a letter of credit for twenty-five percent(25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits,an acceptable Grading,Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re-spread against the plat in accordance with City standards. 17. Hook-up Charges. . At the time of final plat approval the Developer shall pay 30%of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70%of the rates then in effect,unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat,the Developer shall pay the City a fee of$300.00 for each street light installed in GC-4 the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty(20)months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as-built" plans indicating the amount,type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent(3%)of construction costs; ii) if the cost of the construction of public improvements is between$500,000 and $1,000,000,three percent(3%)of construction costs for the first$500,000 and two percent(2%) of construction costs over$500,000; iii) if the cost of the construction of public improvements is over$1,000,000,two and one-half percent (2%2%) of construction costs for the first $1,000,000 and one and one-half percent(11/2%) of construction costs over$1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed,the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee,the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. GC-5 D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract,including engineering and attorneys'fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty(30) days after receipt. If the bills are not paid on time,the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold,until the bills are paid in full. Bills not paid within thirty(30)days shall accrue interest at the rate of 8%per year. F. In addition to the charges and special assessments referred to herein,other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges,City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps,GIS data base files,and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder,the City may,at its option,perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default,not less than four(4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre-construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30)days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City GC-6 shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits,including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding,amendments or waivers shall be in writing,signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten(10) days for processing. I. Insurance. Developer shall take out and maintain until six(6)months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury,including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than$500,000 for one person and$1,000,000 for each occurrence;limits for property damage shall be not less than$500,000 for each occurrence;or a combination single limit policy of$1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time GC-7 to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right,power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots,the entire plat,or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven(7) calendar days M.Noise Amplification. The use of outdoor loudspeakers,bullhorns,intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. 0. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable,the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request,in writing,that the City plow snow on the streets prior to final acceptance of the streets.The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and GC-8 maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract,will be held by the City for the duration of the 2-year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided,the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat,the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. In the development of the plat the Developer shall comply with all laws,ordinances,and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota,its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government,its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi-lot grading project,a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. GC-9 W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x 1 7" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released,the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as-built plans, (2) two complete full-size sets of blue line/paper as-built plans,(3)two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6)bench mark network, (7) digital file of as-built plans in both .dxf& .tif format(the .dxf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either.doc or.tif format,and(9)a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As-Built Lot Surveys. An as-built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as-built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as-built survey is completed. If the weather conditions at the time of the as-built are not conducive to paving the driveway and/or installing sod,a temporary Certificate of Occupancy may be issued and the as-built escrow withheld until all work is complete. Rev.3/31/06 GC-10 PLAT FILE NO. ARBOR GLEN C.R.DOC.NO. KNOW ALL PERSONS BY THESE PRESEKIB:...nage Condos,LIC,fen oweacfWe 100..6 desaited r 17 attested tnWe Sao ofAimaou,Cony of Cover,to wilt CHANHASSEJ1,MINNESOTA All that p.dof.No4dy 73000 fret of Wo North 0elf of...west Q.Oo,of Section 54,Township 116,Range 23,nmeasured Monts the Wee,.thereof ted lying Wo.Y of J,c 6E4C10e of Thi.PWofARBOR OLEN was approved and accepted by tbe Lbw Cm.afdr City ofChanha6. Mots.ceps meetingmNd this 37 of ,2017.2, So.Ug5xy No.101.The ceded.ofsaid Highway No.101 is described se falaves:Beginning eta pant on.Nort line of OU Southwest Questa ta of S24,Towebp116,Rage 23,ad'umccof is in cmpfwee with We penvisima ofMinaewte Solum Sates 505.03,...Ea 2. 63252 feet Fut of the Northwest corner of said Rougeat Quarter,the hmiog of 157 Nor.live of the Sa.wm Qe,ta is amount to 56 SOW g8 degree 46 minuets 29 seconds Put.Theta South 4 CITY COUNCIL OF 11U CITY OF LI3ANIw53@I,MINNESOTA 24 ed..47 sac.West a dhaa aof 411.72.6 Renee m m e teagentiel cu ,concave to We East having a antral angle of 11 degrees 18 minutes 21 woods soda radius of 1962.29 fes e ,'veva of 398621,71 Thence SOW 7degrees 1lmiwtes 34 seconds East 1gmt to We Last d lies nerve,adeo0aof217.65 fens thence m•oogedE.l nose,concave mthe Wethavmg a central .de of 14 degrees 29 fn..17 50.446 0 Rudelyands Min of 1166.15 fees dist,.of 294..8 ieµmore or to Doitdon the H e So.line of the NOJ!of We Southam Que.of........ BY Weyer esterg said point didea 66014 fere Rudely of the Swahwert corner of We Nor. Qw .Half ofthe Sla. BXCEPf 50 THEREFROM Peal 71C of We Mimes Dcpam:mt of Tnnpaoti a Right-06Wey Phi No.1019,as the ane is on OR and of record is the o304 of ft..,Rnoada in and for BY, Administrator Canty,Wanes. Ilse waned ther.mt to be surveyed sod platted as ARBOR GLEN and does hereby doges.to the public for public use forever lbs drainage.Sdutilityumem,aH d heeem. In witness wbewfaid 0olfLebe Cond..,LLC has cause tem presage to be eagledhy iogopeso5xa 6_day of 2017. COUNTY SURVEYOR, Caner County,Mimes. Golf Lake fmdos,LLC Puma.to Chop.395,Mire..lex Of 1971,WepWba been approved the by of 2017' Balm Padre,Catty Gang Surveyor STATE BY. COUNT FMPRJESOTA lPI3MY W The foregoing ianvmelems schowkdgd bei me this hYof 2011,by Mary PYlo,tanager ohGolf l.4O COody LLC' COUNTYAUDITOR?RPASURER Carver County,Mbnesoo My Commission Expires IMrebyaniNthat WeswyubRin_ nod prVOrYve have bees Pb for Wdhsribedm We pin Doled this_day of 2017. N.,Public,HennepinCosdy.Mam2oa Nosy Panted Name Lame...County AUWbfOeewm SURVEYORS CERTIFICATE I Dsvid0.Pemhedo4 do Eeeeby cathsthatIlio plat wa propend by w or coda raydimampeaoim,IMt 1 est•duly licensed led surveyor in.Sane ofAtimm4:that this pot h•0.700 tepe®.Ron of BY We boundary survey:J:.tall msbemsual dao end labels are mna0y d0ignsed m IM pl..allmomagus.. m WMbeen mo depicted e plat Mae borw01 be correctly ecly eel within OSean indicated co IM ped;dm all water bounds.and v.lends as deft.in Mid.ota S..,Section 505.01,Scbdrv.1 oro exieiog as ofd.dem of.cad..arc Sorin and label,m the gash and that all public ways are shown and labeled...plat COUNTY RECORDER, CvemGouty,Mama. Dated._day Of 2017. 1beoby certify that this plat of ARBOR OLEN we filed._day of 2017,at delat_M. ss Dee..No. County Recada Minna.Lase.No.4mdlad Surveyor Mleoewa Lkmns No.40344 131 STATEOP MINNESOTA COUNTY The foregoing imms.m ems acknowledged before me Was day of 1017,by David B.PE,be0OW...ice.Land Sudsy.,Ma License No.40144. My Commission 64ra: Nosy Public,HHennpmGmP.Mimwe Noe,Rind Nva maw. aw,.e6 t z SATHRE-BERGQUIST,INC. l E ♦w%ltd" PaeA SHEET 1 OF 2 SHEETS ARBOR GLEN PLAT FILE NO. C.R.DOC.NO. 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CURVE AND LIME 79816 `\ 7? w I I I 98.28�/S 1 ('J WET LAND ,\ &pL ss.ae J L_- '� 60 77w FC TAOB LENGTH DELTA RADIUS SEARING/CHORD BEARING CHORD DISTANCE 588'31'12'8 155.16 x 'M F-I Cl 1891 an 10-49501 10003 920'O5'1BW 1866 1.- H \'v 1 _ (i) C2 ,635 a=19.55'11' 4719 816.925911 ,626 \ 0 • OUTLOT D m 03 5126 8926.3253' 11600 612.4497'W 60& CO 750 9=8'06'16' 6300 328687519 749 € < \\ (' \ U I C5 899 Zw6'3114' 4700 929'45'5519 696 - < (T✓` w cl 1 C6 z139 8.14.2562' 6500 6,8.174219 21.34 \ p`T6 5 T ion C7 3588 M27120231 7500 913'48'98£ 1564 - 6 9 1trc L1 1726 326°301811 OUTLOT E f 7, IT 15 1248 825.30,611 L e \\ 2pi L3 18.00 934.01'3919 ovw If v amOT c C.). 1;1' 14 1356 826.3916W Co $' J m 1 •5 I WET LANA \,,�r 51 0 m 1 .,',-1 I a10.^ g`4a e44° 1 s SATHRE-BERGQUIST,INC. .°9,.„a 7°6'`x 589°47'54"E 581.31 U 1 1 I i SHEET 2 OF 2 SHEETS WSB 701 Xenia Avenue South 1 Suite 3001 Minneapolis,MN 55416 1(763)541-4800 Memorandum To: Alyson Fauske, PE—City of Chanhassen From: Joey Abramson, EIT Cc: Jeffry Sandberg, PE Date: May 9, 2017 Re: Stormwater Management Review for Arbor Glen Development in Chanhassen WSB Project No. 1694-93 This document summarizes the review of stormwater management and associated considerations for the Arbor Glen Development project in the City of Chanhassen.The primary documents reviewed were an 11-page plan set titled "Arbor Glen", dated 01-11-17, and a Stormwater Quality and Quantity Plan ("Stormwater Plan")dated 04-21-17. Table 1 summarizes the existing and proposed impervious coverage on the project site from the information provided in the Stormwater Quality and Quantity Plan. The SWPPP that was provided for review indicates that the total new impervious area is 2.0 acres,while the Stormwater Plan indicates 1.55 acres of new impervious. For the purposes of this review, it has been assumed that the true value is 1.55 acres of net new impervious. The applicant must provide revised documents with consistent pre-and post-project impervious numbers and total disturbed area. Table 1 —Existing and Proposed Impervious Coverage Increase in Total Site Disturbance Impervious Area [ac] imperviousness [ac] [ac] Existing Conditions - 0 - Proposed Conditions 6.6 1.55 1.55 Summary of Stormwater Management Review: • Volume Control—It cannot be determined if the project will meet the requirements with the information provided. • Rate Control—It cannot be determined if the project will meet the requirements with the information provided. • Water Quality—It cannot be determined if the project will meet the requirements with the information provided. Stormwater Requirements The stormwater management requirements are outlined below, broken out by volume control, rate control, and water quality. This project includes construction of 1.55 acres of new impervious surface that will be placed on what is currently pervious surface. 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( / OUTLOT A ¢ REAR=20 FT,LOTS 2-11 B3 10 FT ry -,esu JTLOT Est T/ SIDE LOT LINE=6 FT / r u, .s �• - - _ SIDE STREET=10 FEET(CURB) • I I iI TT.-�- r----1 -- -� -�`rT 1 �. 1 1 2 1 1 ' I ' I WETLAND ` lII 3 4 i 5 6 r 7 8 I i 9 i + i j i { ' ' CITY CODE 1 1 I I TYPE MANAGE 1 P. . ! L z PERMANENT BUFFER WIDTH 25 FT r• s', c STRUCTURE SETBACK 30 FT `` _ --�--•"'�_ -_ -ISI \� 1 B CMH -- _ ` e = RILEY PURGATORY 60'FT BUFFER __ W AVERAGING=MIN 30 FT,MAX 120 FT )1 i - L_ T 1 I ~ PREPARED BY PREPARED FOR i _.l F.. _ 1. , F LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION `aArHftE BERGGI,sT,SIO. i i i i t 11 1 .il,11` N GOLF LAKE CONDOS.mc / L--- -a8 f_ -- ; 16 4Y 15 14 ! 13 ; 12 � 150 S.BROADWAY { i SYMBOL LEGEND wW 060 re x,<TSaa�D CONTACT:Bnv wA roe a Lam.-. I I 1 ��� �'I K PHONE:(1<r50Ia C 06600 AIN 55315 N 'WI II 11 ,r DESCRIPTION PROPOSED EXISTING I II II II II II I11 J L '—J LJ I� .J i-.__J j. � \1 I—'', I —..-- nwi nna.e.o. PRONE:MR15Can HocoGwEos 7-0015 corn 111111111 IIgV1 CI I I I II I I I ---_ 1 1 1 1 1 1 I I I I I I I I I I I -��AQ�mpp 1 1• OUTLO - i i ' I .+,r«, .n— ."— : T 11111111111 IQItlIR ` 'r ,�,�,�. MOI ,H DANIEL 1:1111111111 11.^.,,,n N1j I 11 1 j 10 "1°"E'�'°`x _ II111i1191 IIIIIIIII���,II:111414'116111 II III 1 I I .,nom,.Hwn,IHT .IETLANOARFeR - I I I,.I,.j�NW 11111 '.I _. --t L. i 1 °i'w'"xM"a`m`A ` QuiiNlllllllll I ----� L----� , I " I I IMI I II •• .,�,.,.pu. -- -�-T� I1111111111I I I I`•�M ' I ,a .--r,~ SHEET INDEX TABLE MIAMI Ii IIII1I1II suun �m— - - - r ) II I11IIIIIIIIII _ a .•�... B !—12--di SHEET IdW5OSOOUAS t2 34torm Sewer Plan I I I I�\�y - I ® O 5 GraanB Plan IIIII 'I • 6 Erosion Contra)Plan 111 11 tom•0 I $� 7 LarMscape Plan I 1 1 1 1 1 III I :L. e7 City mecca ilse 11111111 III ' —-- 11111 111 I "" "' ®7® -a-r II 111 II I I II I I I, un,nay.,,rn .G, lav I I I ‘`,#1!-:' WARNING HIGH PRESSURE PIPELINE Excavation andlor Construction ProltiledSO 25 0 x 5 5.0 100 Wlliwut compliance withState One-Call.AND 1"o m 1 hLD D TDFO I N1tlwc1 Written Pemrissbn From MAGELLAN PIPELINE,L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) EXISTINGU11.11 SHOWN ARE SHOWN M AN APPROXIMATE WAY OHL,THE CONTRANM TOR SLLETER•INE THE ENACT AND LOCATION OF ANY AALL EXISTING UTILITIES BEFORE CCOMM..WORN NE AGREES TOSS FILLY RESPONSIBLE FCR ANY AND ALL DAMAGES ARM.OUT OF MS FAILURE TO EXACTLY LOCATE IND FRESERVE ANY AND ALL PASO.LIMITER DRAWING NAME NO. BY DATE P065015 USE(NCLUANO COPYNG,oITRBUTION.AND/OR CONVEYANCE OF I HEREBYCERTWYTHAT THIS PIAN OR SPECIFICATION WAS CITY PROJECT NO. ESE NO. E0.O BASE 09 DLS OMR. WATERSHED REVISITS NFORMATIONI OF THIS PRODUCT S STRICTLY PRONNTED wnwouT PREPARED BY IE OR UNDER MY DIRECT SUPERVISION AND THAT: As a — TITLE 3805001 dMVN BY 10 MOM OHMS CRAM.REVISIONS SATHRERERGOUST,W.,ENPRE66 WRRTEN AUTHORIZATION.USE woman AM A BLV REGISTERED PROFESSIONAL ENf,fNEER NEER THE LIYI +1 DNS ORM° WATERSHED MACE REV. SMD AUTHORISATION OBINSTRUTES RR ATZGITMATE USE NA STALL TNEREBY IA ,.NEBDTA •, SATHRE-BERGQUIST,INC. NDEMNrFv sATHRE-BERGouBT.INC.of NLREsvaysmLDv. ,,......"..A..., lw sp.,BROAowAY wAYrATA.MN.00.,L0s,),R g. CHANHASSEN ARBOR GLENSAT1 CHECKED BY +2 OLS 01FlMtr FNALRNISUBMFTN db*NK AI' — i eo MS 13 MEM OABSNI RENEE SITE PIN! USER ORPRTYLE ALLY RESPONSIBLE FOR AMAGESORLOSES RESULTING ,,f USER OR PARIMATEUUYREsvaFtsBr.E FOR DAMAGEsoRLDssES REsuLTING o� MINNESOTA 11 DATE M MS aarslm REVISE SITE FLAN FROM ILLEGITIMATE USE Dena SOY.1-114 I. o`A<na GOLF LAKE CONDOS,LLC OeMI/I6 De1s' 01-11-U � � moor ROAD 1 PL =.. 0. R .ewer SMtl. N.46 LeipD Line,Oierd Orem. ...pH X L1 0+00.00 19.48 SY 4]'45.895 Cl 0619.46 10000 6939 S111 21.16.11. 2811604' irl1221111113ffilli -__________ S1 x ' L2 0+6888 17.26 100. 4156 525130'18.23V1 2532'23 dA --+-- 812 0+66.16 S12'..•%BJ`N ' C.S.A.H NO.18(LYMAN BLVD.) ds ree$1:1 L3 1+30.72 53.53 So'L208.580. - %}1 0 ' • 1 - • I 11.Topsoil 111/2.-LM01 2360 5.083400 03 138426 60.00 92.50 Gd 11 55.26E 80°19'11• -I ' 1- Ld 888.21'45.31'5 "'III», e 2 001-00 5 23]6.]6 45.68 NrDOT 3X00 SPHdB3JOB I _i \ ! I Cee6.LYre t2'-Can S Agge9ele BeY G X322.62 300.00 3019 586•se 24.]d'E 6512.2' 4 L5 3358.81 31.87 881°2T 03.5TE ENTRANCE'T----:- �`'' \ I ' N-24+Oi 314918 Sdul MONUMEM .'�/ C .. BERM �/ BERM ) § ,..24,.......16117%14:6(2.95.50.31 remer Bpnw('See Rote]) CS 33%.68 300.00 37.01 See•59'0].%'E ]°pd'IR' 1 V / L \ S$ L6 632]50 18435 580.31.12.35E JTLOT EBF / OUTLOTA 6 ` rr 311.% 80.00 5519 568.39'01185 39'd.KY s ] us w us--w 838].33 2211 s s u s- ..s L] GB'46'd996•E I. I I - 1 N„1d1. a9:rd_6D I GLW - I • NM 2. ue..«n Wee 1( 1 1.Wa ae�a TT-� r -_7 -'t'7' rT : 4.01 Tm.street8134.2 easheea ewe. 2 1 03441 1 t tassel I t aAe 4218. 3 4 5 ; 6 - 7 8 ; 9 o s TMN. bd.,d 3. .an mN m pe 0 1N n..t em 1�1a „ �� 8� 9j L8 j ez ae 0016 ie I rBlsee e'el6de ar6aes .men 19 Pa.of the o-turn..boss. R e6zel o'u6 i3 I aH6em .ofsobs.Wm be parlor..*1ns owns. 9'oze e3 8� 8j 1 9j 84 8t I 8 j O a:P..me e1 a Sly�uLt..BI Ply how Ins..661E a re.. �..\_VIM JO 4025.iO ryu 9D 6026 i1 CUT Al I L"lZB HL b'Z28jL SZ26L 1 4228!1 edRhmq srgede cowl.baud.e IAe 16.1.M i �._J L___J L 8028 HO 0'128 _1 •1'126Jf1_ _.9'1L6.iO 2228 YJ.J L 0226 iO FA 44 blah Mall be 8ace4 9+93 belt W.of reed.*.See pale 5232 ter N ��], L J L___J L __J L __J L �\ V p vaii ` -.s.. `� = QRN TYPICAL n- = � �z ME= RESIDENTIAL (SECTION r c,e2,,51 �e,,,„- I TT;•r- l r -1 r 1 r \.�4 '.# 1-- a as y -_-_.--. TF B22.t 822 I e'..°'' ,rx rs�r,dy«sYfxa I ENOMEEAIRG DEPARTMENT 5200 WARNINGI / 10'8 1 s boo I TF 2 1 9 9 O D rFDPt]1 ti8220 8 b A..11, rmrsrn I HIGH PRESSURE PWELME / BF9121 I I BF8122 19 wD P,'/ I BF z• �1��y 9'WO 9'WO WO 1 w0 1 4's n � , P, X 18 I I V BF912A 8F9123 OF 913. 8F B1dA FIRE NOTES. L - -- -1 i...171 : 16 15 14 13 1 12 V)^ s 1 • I ExcaveNOn and/or DOr19VNClloo PraNdleU -1 Lam- - I wdt H-t I+g.II lags 1 Oast 1 �, //I 1 ABLE OF SUPPORTING THE WEIGHT OF CONSTRUCTION. APPARATUS SHALL RE MADE W101w1 co whh State One-CDN.AND ante / II p -J L I - i...../ I SERVICEABLE I II{II�IpI pII�I{II� 1yIo�I _ J L_- J 1 1 . CF 92251 f- 022.5/ I 2hou+Written Permission From I��u1111pIIp���NNWIIll I L'�___J L___J J___ 1 BF9225 1 I 9225 1 I 3. FRE MARWcwre75767902510557 SIGNAGE W.I.euILoxtc PERM rs eENCI%u6o IUIggg11qtltl11RRRPPPPPDD I1�V 1111 I1I I I I I I I �R�®mOp�l�l I OUTLO avW9�5 I 1 �.5 I MARSHAL AOI(APPROVE N00900,8040MAGELLAN PRESENT DURING IIII1111111 '0 �tluN„'IW'VI I ( , TIaE CONSTRUCT.,Fire HVOUNTs SHALL SE SERVICEABLE A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINEISA II IIIIIIIII HMO i !mum �i0,..,„ 1311 1 i MO 1 wlawaMFER flhIII0il 1 ` CROSSROADSCOURT'''11111.4 yap 1 1 1 1 1 1 1 qqq 950 1 1 1 1 1 1 1 1 1 1 11'''N 1y� 4 I 1 170.40.97 1 1 1 1 1 1 1 1 1 1111111 "\LLPSC 31 I S. _OW PT STA:339B30 1 1 1 1 1 1 1 1 1 .^4 o-+�de.n® 8 g.' 8E. OW110ELEV. LE.mom 160 0 1 1 1 i i i .�MI Mt 301.5 960 a W s d P LEV01a60 :- G��� � 1101111S.41,,,,4,,. �1..4...„4. p f; I u -i 000 so H aw rs O 1 SI 930 Y' y3si 930 111 III I II � _ -Kook 1110 1111 I 11 11111! I 920 -l.olz o]Bx / 920 III ' _ -(III �. r�.. _-- III 1111 (III \� ----_ I I I 910 _ 910 (III 111 11^o' 900 900 25 50 N FEET 890 890 59 '+o a i.W i m ;'.s.,`1 ` p .., - v-,1 `w -.?,,.F, e -e. .; a ., a „ w a -- ,t R w R EXISTING UTL0ES SNOWS ARE SIKMH IN AN APPRO./ATE WAY ONLY.TIE CONTRACTOR SHALLCETERMNE THE EXACT LOCATION OF ANY AND ALL EAST..UTERIES BEFORTOEXSENGNO WORK.NE AGREES TORE FULLY RESPONSIBLE FOR 1311 ],00 7+50 ANY AND ALL DAMAGES ARISING OUT OF MS FAILURE TO EXACTLY LOCATE NO PamolvE ANT AND ILL EXISTING UlYJT1E9. 0350 0400 0350 1300 1350 2. 2350 3.00 3350 6.50 530D 5350 6.00 6.50 DRAWING NYE NO. BY DATEREVAADHS dUSE(*.GUDN°GOPYINS. eTRBUTDN ANC.V...GOR C.V...OF I HEREBY GER.(' PI THAT TH. AN OR SPE/ARCATON WAS CRY PROJECT NO. FILE NO ENO RED E OR SUPER AND ORA.6E 10 OS NNOWNOW. GRADIN RENS.ONB NFpWATONI0FTI4R.OD11GriSSTRITTENFROWNED..8A IIHgrt AN A DULY RE...ERE DERMYORECT ENGINEER TNATI �Aaa =e, - FINAL STREET PLAN 236asro1 dtAWNO3' 16 MU.1 NOW. GRADNGNEVI6103 SATHAUTHRIZATION CONSTITUTES MLLE ITNA.RRATONSHALL THERM rWA 'Y�TATE OF ENCNNEFRUNOERIHE g MVI 11 q8 0 IMS WATENSMEODISTRICTiEV. FL SNDAUTHdtIUTONCOHSTRIFIE5N11LLEGITYMIEIAEYDSHALL11ERf8Y SATHRE-BERGQUIST,INC. CHECKED BY 12 OLS 01]01] FINAL PIAN S1BLBRM XDEM4EY SATNR&BfRGOUST.NC.°F ALL RESNNSBILIrv. ��,1 e �(i . 150 SOUTH BROADWAY WAY]ATA.Iw.5sre1(510)416.. CHANHASSEN, ARBOR GLEN 2 DLS 13 Lox 0A0)N) 05013E SITE PDI+ 350 70 ER 107041,WC.RESERVES THE FIGHT TOIIOLDANY RLEGRALA3E i9-1 Co{A SER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Dedt3.edL.14 e°,d MINNESOTA GOLF LAKE CONDOS,LLC 11 DATE H MS 04!1/1] REV.NM RMI FRON ILLEGRAMTE USE p NONE 0141-17 OA No. 281.1] 1. ALL DIP FOR SANITARY SEWER LNEs SHALL BE POLY-vanwEo AND ALL BOLTS USED SHALL BE STaNLERS STEEL. 2. REFER T°DETAIL SHEETS T°SEE STRUCTURE DETA0.B ._ -.- - .--' . _ • --W- WARNING _ ALL xvauxr BENG-MA.5 ARE TOP NUT OF • HIGH PRESSURE PIPELINE q WIT LOCATIONS TO BE SUPPLIED 8..EDBV CONTRACTORS WYE STATIONING IS CALCULATED FROM THE Do.STREAM l9 5 MANHOLES N21127 S .`' Excavallun and/or Construction ProHbneG 5 ALL TES AINODsiANCES ARE TO TRE CExTEROPSURFACE STRUCTURES Without conmaance xW State One-Call,AND B ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED ANO TIED BACK TO TIE WATERMAN TEE BY MEANS OF APPROVED '-_ u0 9j2.9J MEGALIIGS UNLESS OTRERVASE NOTED. 0591 1s xv STM H5 xv.9HSH Without Written PemKasim From 7. ALL SEWER SERWCEs ARE LOCATED 3 FEET 05v.STR.AA OF WATER SERVICES a'SEWER AND WATER ARE IN THE SAME TRENCH_ MAGELLAN PIPELINE,L.P. B ALL SEWER AND WATER SERVICES ARE EXTENDED 19 FEET BEVONDTHE PROPERTY LINE UNLESS OTHERWISE Horn/. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORKAROUND PRELINES) 9 O W TeNVALVES ONTHE PTERMAN FOR THIS ...VALVES.PROJECT SHALL VALVES.ND BUTTERFLY VALVES SHALL BE USED ON TIE RMAN FOR THIS PROJECT. (n 10. THE CITY OF c1LNNAB9EN CURRENT ENGINEERING GUIDELINES'AND-SPECIFICATIONS.SHALL GOVERN. (n A ENE NOTES- 11_ INSTALL HYDRANTS B'BEHIND CURB(TYNCAL). Q I. CAPABLE OF TINE CONSTRUCTIONEEIIGT FIRE SHAALLL NO LADE A� POLY NIUE ALL HYDRANT BARRELS O N Y BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT.SERVICE. 2, STREET SIGNS&FALL BE INSTALLED PRIOR TOE A1101NG PERMITS BEND ISSUED. 12. ALL ALL 1T A1r WAi SHALL SHALL BE PJC C9251DR151L FIRE MARSHAL MUST APPROVE STREET VON LL� - PRIOR To COMBUSTIBLE coxsraucn00 FINE HIDRANrs SHALL BE SERVICEABLE. MECHANICAL BALL SHALL BE INSTALLED N SANITARY.NER AT CONNECTION PDNTSFOLLOYMIG NSTALLATK.OE PPE TO PROTECT S 10 EXISTING LINES FROM DEBRIS.5...IFNI INFILTRATION.BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED 5 ACCEPTED EY THE CITY P _____ 14. THE C°NTRACToR SHALL CONTACT THE SEWERS WATER DM..AT LEAST AS HOURS ORM TO ANY PUBLIC SEW'ER...TERM. CONNECTION. C.S.A.H NO.18(LYMAN BLVD.) 15. SANITARY SEWER AND wATERMAN SHALL BECOME CITY OWNED AFTERc0NSTRUOTDN AND ACCEPTANCE BY CRYCOUNDL 1091291y 1S. SANITARY SEWER TO BE ABDUCT PRIOR TO WATERMAN CONSTRUCTION. ,_,0010 _ , C BERM w , 4 BERM I:IIA } COTE !LZJ0544 � ,v OUTLOTA S TOflS1N• I I Ia..i 77 - ® 830N 5 L:',.; + .. I *,Ile deOEIJade I I LS 1B, SE0B �8A , ,8j I 1 BA I Ezt3j'Rs226 itr:Ed920.>ei IAL wo L s9le: J L... 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FINAL SANITARY SEWER AND WATERMAIN FEENOI EKL09ASE 09 DS 02/26'18 WATERSHED REVISIONS INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBITED WT.. PREPARED BV ME OR UNDER MY DXRECT SUPERVISKJN PNDT3ATI ♦ylEs aHq _ DRAWN EY 10--MOM wane .3101.0 REVISIONS &,TIREBERGOUbT,SNC.'af:%PTLESBwRITTENAIlR10RIZATpN.USEWITHOUI A+ADJLYREGISTERE°PROFE5510NN.[NDNEERUHDERT3E g PLAN 236Bsoo1 LIN „ OC8 OKIb18 WAIERBNEDDBTRGTIEV. SAIOAUTIDRRATROCOISTITUTESNIKLEGITYATEUSEMASHALLTH&EBY LAWS OF TE STATEDF.....A SATHRE-BERGQUIST,INC. CHEMED BY 12 OLS 01/23/+7 PAIN.PI/.SUBMITTAL SDEANFY SATIRE BER°OUST.NC.OFALLRESPDNSH&LRY. m n 150 SDIT, CHANHASSEN ARBOR GLEN SATxREBERC,DIET.BI.RESERVES THER10HTro 8TR7LANYLLEDHIATE i BROADWAY WAYIATA,MN. t992105A00 ,3 LGM 940707 REVISE SITE PLAN FROM USE RESPONSIBLE FDR DAMAO£SDRUOSSES RE&ILTMG Da.... MINNESOTA Dire H qB o1a+m SENSE BSE VIN FIROM KLEDTAwTE usE �.Nl ssh^wL P.E. moor m`ac„, ,� GOLF LAKE CONDOS,LLC 11 DN01fi He: 0.1, Lk.Ib. / C;--r. 4., -- -I I I --I I .._ tr 930 w: 930 © « « « - TL.918A TC 9190 OBID,5.1' •''••• 1 __ OLD:40 BLO 50 C:911.1 • 1310 8 920 ----.- 920 C.S.A.H NO.18(OILMAN BLVD.) - :04' _r_ 11 11 l 910 9 OLS SI0A61. 1715'-1512CP 1604'-15RCA 910 y CLS®0.36% r• CL5®0,31H _-.�((E K 7I ": 90.. I- '; , i,x os,n BERM . BERMI'M 9W - - B- 900 ' / OUTLOTA • -' \( -11 i I I i 1 T 1 .J J 380.00 0OR 1.00 2.00 3.00 4.00 606 9.0090 .-n1a nu - D(i Ii 9 IFN b2 1 y;.N - TT - -- 7 --"I 40-TT _. 0 930 cBMN c, 030 C,919A 1 I 1 2 3 b W ( I 1 WILM 8.4 '• I 97:1619 Bid 'MA 4 5 1 6 V. 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I TF 8221, �� correc _-` _ ry BF9212 9•wo, I 18 ii 17 BF9,2+ . 9'WO I 9'Wo I WO' Iwo t ,k BN12.B I BFS23 I SF 913A I BF 9140 � D L , , 16 I 15 I 14 I 13 ,^ J;, size;detail and _. r I 12 -..._ nmH I n1 I • L ; ; I. L PMII i �l - 899.06 FES show 18"pipe ,D 2.96 3.00 4400 S.BB 9.609° 4HKKNH 11111 _ -J L,�n J L'�__ J L___J ! �I F1,FR�s I TSF 9'69p2e I NII IIIII 'RI® II W� I WO 920 •8. '920 8a0 5T 71Yry11 I I I I IBB I��II��N OUTLO 916.5 I I aF 814.5 I z I I I I III I I I1�1 �� 11 ; 10 Need rip rap DIAMETER STRUCTURE TABLE CASTING IIIII I II I I II`nuyl Ih L- SA=, , , n,xH I TC 9DS stabllzatlon at v.Elu,J 9,.NFLR III 1111111111 ,\ I 1 I. / 810 BID:5.8' 930 I IIIIIIIIIII 1�p 0`y, �1 Outfall • "' TRucTURENM.E TYPE IIIIIIIIIIII IUIIhA --- TC'8199 R RB1 BUILD NOTES U J I .9,6949 BLD.6.0' A CB 3 919.6 4.3 916 ft306T II.I I I I I H 9I1.11.� MD66'11 1 I I I,,1 I llriMnI, © I BCBLIN 68' 919.7 6.T 9160 R306T 1111111 I IIIII„IIIIIIIIIIXILIIIIIIPIIIIII I-II,+ I 900 �� s9D 902 9a9 c a,Be 8.4 111111 I I lAttlis A V COW ea 9115 RJWI 1111 1 I I 00 \� 7CI2•L 1TRLRDCBMH e,l.t 56 9tta R<363 OIA°Feo'X`RCTcis®I.zoxE sTLe1 4a 9+,A eo 96a9 Rn66zs° OT rX�l I I ��� I 890 090 910 910 G CB 273 9199 6,9 915.9 R3091 1 14.•4',4 -I� f I CBMH 68• 018 SO 9110 R<162 2 OUTLET STRUCTURE-POND •~• MO 330 900 H 900 J w zr 918.0 4.B 916.0 R4142 II III 602,9 III FES TAME vow call out wall 111 1 8TO.W OHA 1Hb 2.W T9 890,00 0.00 000911 SwMun lame TYPE SIZE I943 BP/ 06.RIP RAP I thickness Iii FES 21 962.0 10 I i L •FES 12 586.0 B OUTLET STRUCTURE TABLE 50 SI,.Nm TYPE BN DETAIL l 1 N OCS 588.00 SEE STRUCTURE DETNL • WARNING 1 SLOT ®s I � I HKaH PRESSURE PIPELINE ExOavatlOD end/Of ConbEoUBM PM*. 1�.1`I nn Without compliance vdh State One-Cola AND NORt" N'� Without WnOen Pefmisslon From 1 I I .J MAGELLAN PIPELINE,LP. fl fl f11l�IL ]D D D D I]0 E209355 11DIES SHOWN ARE SNOYR2 IN AN OPPROMMATE WAY 050. TIE CONTRACTOR SHALL DETERS.THEE/ACT A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELRIE(S1 kir t„ ®®® BcaLEINFEEr LOCATION OF ANY AND ALL EXISTS.METES BEFORE COMIERC MVIM IE AGREES TO BE FULLY RESPONSIBLE FOR t NW MID ALL DAMAGES ARISING OUT ON.FANURE TO EXACTLY LOCATE AMD FRR9i.EN1YNO ALL FASTING UMI.. DRAW... NO. BY DATE REVISIONS USE(INCLUDING COPYING,DISTRIBUTION,AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PVN ORSPECFICFTION WAS CITY PROJECT NO. FILE NO. MO BASE 09 S.6 0196H9 WATERSI95506 IONS SFORMATN50 OF THIS 0.0+l CT IS STRICTLY PROHIBITED WHOM PREPARED BY TAE OR UNDER LIY DIRECT S1411...AND THATI ,,yAe e - FINAL STORM SEWER PLAN 23605001 DRAM DY 10 WN ol(lwle-hanrG'Tensaw SATHREBEROOUIST,WC,EXPRESS WRITTEN AUTHORMATON.USEBInKBR MI A DULY REGISTERED EESSIIONAL ENGINCER UNDER THE g 6QL^'$ LW „ IXS 09'1L,8 WATERBED DISTRICT REV. SMO AUDIORIUTION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY SATHRE-BERGQUIST,INC. y CEC.13 BY ,2 DS 0.44/17 FINN PUN SUBMITTAL - - INIOEInIFr SATUE-0ERG.IJIST.INC.OFNLRESP(i61aLITY. A /� ISO SOUTH BROADWAY wnrlATA.ln.5s.99118a)aT6.m0o CHANHASSEN, ARBOR GLEN OLD 13 MDM owm] REVISE BITE PLAN SATHRE-BERODUIST•ING RESERVES THE RIG.7014003 ANY LED... dbnu.E� " .BER OR PARTY LEGALLY REBPDNBELEFOR DAMAGES ORLOSSF_S RESULTS. Dm PE % Ae MINNESOTA GOLF LAKE CONDOS,LLC DATE 14 OLS 0.1X1 REVISE SITE PVN FROM ILLEGITIMATE USE a D .0636SD. 01.1147 Lk.W. 28147 „.„ ,,XTNxxnw< ___L___ _ _ ______- exc,�n ear ru..[u..rwnoxwnua_wocoerTHE emaciwurffxaayscrwa�T�K :µE.n ,mow ¢� xrmo,c oaoa agar rrer aars�rn IF WI. nosvex,onortcr IV= CAVATE0 n7 rv,.......E0,00.04TIOOPERATKWORIONCE �t___�___-_____` �_-_ u7Ypw� rrcrcx.wonr ne ccwsrrxcrmvmEcr r , rx»r l/ // C.S.A.H NO.18(LYMAN BLVD.) ”"a"w°r°"°®,ao."°�`fr°,°.",»<"„oa'x`r•" _ \ IR KAI ii I ' • urcc_svmfrowacrmnrrEerw¢a.xrs,N.sA,rExcf namoaxu,,®rxxm �m xmfsuwoarwnwr,rremnirrnmrarawmmrf!ftooafxx�Er•ora ,w,rream.vacurTE Of 100 LOSAMENO afrm._ 00• a' TEVPORMT•PRAWAM PPE S..BE 1/9.;OP IMPUEDIATE D.I.SIE e -- aIRWr ,ao ax , �W �r �o �ma m�,.r. �x,�� �wma�N., 101 ,a=1.e' =7"..,.aa,V714=xwagw-.x0R�,a[ ELVARERm MEwr�w�rBel,. ON.LR..SIVnCR _;� yl _, ....''...r. �wa„..aa..A.00,. .”.r r.aoaaf, ,a,,.� SEWERMErSxox,OIr_wm.fr�rCOx„R nxN ENTRANCE `MOVAENT / ' OUTLO E;- / / N. ____wxL BRos.vmEUNEeASEArENT_OUTLOT A lig , „gacr«w.a.xfcrf,�., ,,,roro,ar ..aaa�r. an„w arm a Naa,.,.wa,�w,axcr.�. ""'''cpN""„x`°"”. •, 1r „, u, d, ., ma'` ,,. a,aw.xo,f�r,oxxw4,,,,,@rxx,,., «��_��i yI�L ®~.` MA.41,x.z 1.AMPUEONWPSua�..ON..CPE«T�TOTIXEONNERSP.RnEETAMIaww. M. MrcA �" {' f�r � - _T'y�.M I ,n.oaPro..m 1,0611.1.Au o, nares.r wx...Eaxm®I "a„ nnaxc+uonra so,. ;l . I 'I .r mesal a:iM- _. -"1'Si. ' 7.��'?.>7' 11 ` ,f rcraaRomNEcaRaw.01,0.1'....116.7 3 , i 1 �I�J 2 I I { I r I ' 1 r I - 1 gl •�- I �I--PES ezwa9 i cz3eey i 4 i.i rJ j �6 r7 ; m$-", . XI o aN..w ...m..r,rn.rxa.a,,...t „n r r>r.R,.,.x„n....,,,.m...,w..,a, ,N,rE.,LE,,,awa 13.0NEFRED OE..NA R...xwar�fae,,.aa o<oR,., xaw,,,a �a,waN.r.aa aawfE,.�En ' 1 robes B I I'ET { I uceie e,6iB e'EtelE znede o HOLDDOWN DETAILS TT'te -c,-,1. 1 I I 1 o ie BEALLMON PERIE1 lwr BE MIMEO BEFORE DEW...HIV STRvmxsA 9 1115 n4. 002830.I 1 pZ i,,r I GA I I G� ,V Lu I GJ I 1 GA ,,,„,,Fneoexrcwu PEr¢owmnmaranw,wwcoccorama,,,„xrn,wnv - 910 L ©a `J L l oi6iDJ � -i'.'91�i0 I 2B lO 6,2810 1 RS iE I gg,t. Z Arra NOMMEN.ro VEOwaovrtxvmmecao•1xu.... p¢� ,i 1 { J,� Lib jp 3,, ,C\� ff�yry L 6�. i--I_�r ..I ` R wu.e. srrvEawmfrr.raro Bawsruuou.,m+raysufgarxrrrro coraeToxorrwa ceeEnrwna,a,e snoxrc RETIRING 902 ?,s..>C, IIIc © \`xl SS W x EB ...Elavni oNATwO nwnwonxsmuanx,Exrswnr�•,s P.O. rue wtsou.,xfsr�urE.,osw+re muwxxrrarwuumw.smwruwE.r 903 `--- _� —�v,� S -` N r / = B H zs LavcARAOE FLOORxaaTun.cwnua TO PEwnxn mow u,BrtwKonw. 900 �N21. �� FNr VLc 111 r�nOAv. 393 �I 81 1a SLE '. _ g G Yff F aF , TION z+.Ra,uwrcw.us Eoea..''TOTAL or rE RE wmeor e .. }I 92.t°, I.cF�me, L < x, r Q AroE M�rR,�fw cmraMrorlNBaa.. 39_. I ,,..Ir. ,, , ,. ti I Seal 1 TSE 021 { 11{f59h'I pit ® xg , E - - Eno ElavAT xo e9 1 ' i f cE.-.....�M�.a:�s ♦ I�`� � �..>o...,x roRaaL M®�\ E,.Poa,ar�r..moa.fa,orE«E.,o,.unxfa..,..x. ga.,�.E.a ,,, P `= �q .Ic ..>.. * 1., / r5;-� to® n,===',===.1:..------ i' . 9`1BIIBBm R - �.ec' * i baar' a mem AD co ummLacrosr../.RAErmm.wrasmmEALLA.. / h I 1 aiif4RINl �� �Bf�n . I G•�e6� c,--i. ;I MEAD R 1111444, Ih�i1j�4N�p 4Nryr N�nr'III Np�Oyo�NIBw1+«q0 p 1- �Rl�lr,.. IF • WALKOUT(WO) I N4,.... *(I L�..G......1 J11Mq RA[,..uN±. �...-a.,7 4. - I 1111ky1l41111;1111.141411,111,41:14:411.,4,41.4 ' 4 "M4111 1 Q � I I` I =FLOOR ..>:.,Ar,DBur.Ea - 0 4449L,1 \,,..: cam'-fes„- r.�,1 RN FLOOR FLOOR py1q1�n'�L9 1yIll1�; R•. `�'�� i w r SPECIFICATIONS: VR'N Yq l'I��'W" �w'�� _, �� rrB z B ®�LORNO EEO LO1/0 xl PUFF w _fi. IAONc UME a A PDIF Amo A NE,wn BODER S. TYPICAL LOT DETAIL eF�o����0�lpII�14j����q�N 11,111,'-Ni,,,-.-7?'". ��i��� + TOPa 5LEVATION — '"AO E CLEAN WATER WETI AND BUFFER 1rEra4 1 -0&e.°4 <"AHHh Yhp4?ri k�Y4h4411141 r. ` , iiiiialki STARTS HERE ......RDEH Mm RHE,DE 9r TIE POSTS DENOTES LOT coIxMElzl G�O q�.E _ ,411�^�MI14A4A'll �J\ • ' FASTENED•AIR I.REMOVABLE SCRE,r9 OR RWET5 ELEVATION` -%ikDENOTES LOWEST ,. ~`1wa�,hh6�4 q4� 1111 as. ` POST MATERAISADJACENT GRADE 4444 �4hh14 ,M MPAoDENOTES LOT ',ri+A4hly I"�Y4i�4, :TI: your Lo ilipy ,-K E MODNUMBER E �A 004)h� Eli ( ) nEArzD Roan aR o,rlElE arc AEERoacD MATERM,LIN0f1 DENOTES REAR OF OVERFLON1 MAIMING PAD m�114Ay1hjOhhyhh hhq �DENOTES BASEMENT 33p91�1hhhll111;01 111/t E s POST INSTALLATIOt✓1 OST ELMS TO A MHHT or roue FEET ADM FLOOR ELEVATION 9 Ch hl hn!I'•41, R M ss ORAONOPIAxDENOTES GARAG ,r. NOTES HOUSE �aT hhgy T�hh4nh '..� IN,; BGEFETYPE Gsq 4A 4 h .:INDIES w THE MOUND A' ,DON ELEVATION 'LO' .y Tc, 14 h^ 1ft S J.n BELOW GARAGE FLOCKTA,LEABrDImoorsDENOTES SETBACK ill.@y Ghh411;. i I/ D,EAE rHEMBE�OxOR5M0 DENOTES EASEMENT _ LNE GCt. h 1 r " wElLoM DETER, L A�I\" EE,BENEx` L'�E: En a-LIVE TYPICAL RETAINING - ax, ,44licURs MILANO) ,_ WALL DETAIL • I 'T, Y� I Y o«. OxA PD TS AS xECESSwY DRIVEWAY SLOPE(PER GRADING -- -. - �I II�I L� TOPSOL ��� BrKFER CCN10uR LM[ PLAN ELEVATIONS) II' II \ I '(Ir!l III' I �� WARNING ,r ENSURE rN.La.F,EENrPAOBAREORAF,EO HIGH PRESSURE PIPELINE ' I (PALEssose2. Excavation and/or COnflmction Prohibited , FULL BASEMENT(FB) y1 NA, NTibouE comp9ance aim State onecall.AND ''/� _ I NOTES A, MEM ION EOFAcx PROPOSED TO 15THETELaVGROUND L Without Written Permission From ; / 0 FEET. ESTABLISHEASETi NT ouISHO MM.SHALL BE DOENO WN ALL 10.FROM TARO�fm STANDARD DETAILS WETLAND BUFFER MONUMENT MMUST BE PIPELINE,L.P. w ALL ADETAILS A 0.T ORoP momEREM TDO OUNDA OUNDATION --- AMAGELLAN REPRESENTATNEMUSTBEPRESENT DURING WORK AROUND PPELNE131 oELEVAr LOOKOUTS NM MALMO.. `,\`I se zs c so 00 DOSING UTILITIES SHOWN ARE SHO YM IN AN APPROXIMATE WAY ONLY.THE C,ONIRACTCR SHALL DETEWRB THE EXACT Irin rl 25 od 4.2 LOCATION OF ANY AND ALL ExISTNG UTILITIES BEFORE c01JMENCNNG WORK.HE AGREES TO BE FILLY RESPp19BLE FOR h E •R ANYANDALL DAMAGES ARISING OUT OF MS P.ORE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL METING UTILITES. DRAWING NAE HO. BY EMS REVISIONS USE INCLUDINB COPYING,DISTRIBUTION ANDIOR CONVEYANCE or I HEREBY CERTIFY THAT THS PLAN AN SPECIFICATION WAS _CITY PROJECT NO. FILE NO. E T ABASE 09 OL oOS16 DRENSLYB INFORMATION)OF TILS PRODUCTS STRICTLY POT 1REPARED BYME ORUNHAO WRECTSLIPERVISIONAWTUTI •'"`.• - FINAL GRADING PLAN 2220.01 DRAWN BY 10 MDR ftxr6 REVISIONS BAIMAEBERGTIJST,NC'a rIThTRS NIL15NAUTNOWLE'AX ISEWITHOLR AMA DULVREGATE OF MINNESOTA.NAL dAINEER UIIDER RHE e`"'" BAB AITrHDRIrA„DN GDxsT TOTES AN ILLECN.IA,E LrsEANDSHAL,IEREBY OF Ti*STATE OF MINNESOTA. .4' $ SATHRE-BERGQUIST,INC. 5 NDEIrNNY snTTIeE-IERGODISE INC.DEAL RESPONSIBILITY. 1.a soNTO BRDAENS w.vmTA.CR.ITB RI) 'moo CHANHASSEN, ARBOR GLEN crEaRED By ei is ox otasiig FNA ciwiisuNs.Iirra.� SATIRE-eERGO.ST,NG.RESERVES THE RICHT TO NOLO ANT ILLEGITIMATE ,),,,,,..ed — DLS 1D MOM OM. REVISE S.viii. L.R OR PARTY LESALYRESPGNSBLE FOR DAMAGES DR LOSSES RESULTING +" MINNESOTA DATE 14 D. wrsvD REVISE 3NEPLAA FRO..LLEGNAaTE USE DBBN SEnfxm.v.E. zeta 9",. d GOLF LAKE CONDOS,LLC 11 pENR116 D./ 0111-11 Lk.No. , C.S.A.H NO.18(LYMAN BLVD.) _________ _Ht — — _w --------------------------- '=„44,,,, I a BRh:`-------- � ENTWVCE Iu� %,, r- — el-,--- BLIT.., : IMONULIENT _ — rONCRETE \ wILLw OUTLOT A / OUTLOTE / AMNUT M OROS.PrLUNE EASFMNIT---- O ' I — t r,aAa I ]9 oA:'.=_ MIW "' n.'-5 III 1 f � 2 13 { 1 4 ( i 6 li 7 { i 8' t+i 9 , .:, ' f ) o � L_-f1-----_,3 { i { i li ii it �{ y o ',1, ,,,, -I _ _ _ 1_—_��y_ • 8 Z ROCK ENTRANCE BERM � j , , —SILT FENCE •__• ._- . I - _`I-_,__1 ,R W / POST GRADING SILT FENCE "-^�►, u i y- F —Ba—BIO-ROLL pp �/ i ita, -�__ ;1'1 : 1! I F `� CONCRETE WASHOUT h „... , rr. lijr - \ 0 INLET PROTECTION psi .�G"��� 31 ��„' +` © ... i -.--- ��� �","""'$EROSION BLANKET I��j}F�I�+I.� .{�yw l��ryt�,qR i YY tea. �-eJ-� ® WETLAND BUFFER NOMwEN, -5 41itli NR9+Ih�l-s i tip Now "jyV o� >a, .. a�w,•:•q _ 4..ItKti 6hp�441101,I I, i \g .t_ _; - I i ,., .F w.a..,� a, a,Nn•. vEDAND wFFER . Jj.769/UiK III-i11 I.6hh4y 'F L''n�,t�hT�rR16h4 � w,ea..,,.� «,.,E..,.,,e,.N�.aNa.. ,e t4114111�11.;� I,� 9'q a.-� I yONTRQL BL ry E _ QI.9i^�[.:14:.!.0�h� `� , OO ai4� I, mrsm,u,a,,..wu::..�.w.wn ii 14RI 6 hii� e,, G 1,,4p J^ 1I . h�'4>j�R 6h, InVAKMCKT..w.u„LnExT,Kaw,swEmm.,c� u BAY 04 pU q90 TT hl-`^11 6h�y I{�i�+, \,„_ ', I .Of KLOKILIKEDSBRIVE.113/1183051KIN093KKKI r. ', ..a.�,..a.m..,......, a<pr'I'�T°M1-�F- Iqh;h1,11�1��4n` lhl O6040 61 t"n L ....,..,.,,,NST ,i Ia'1 jFL�I iI� j m......,...a�a.,..,,..m.,.,v,.'a,«..,.a...]OBO FTENKAMAT- a I�.���� �I , � , ..B�,.a..,.,�.HFP.,�L�.,,.......�`rr. OVERFLOW Aa4 h9/7 I `F3o I h 1�1 !I,��.;I;IL,4 . 5. I WARNING FR QT '�I �hy���Rl,!','',`i' R k I HIGH PRESSURE PIPELINE Mgt„.NL.1i 1,hilt 1 I]pT - Excavation and/or Donsevction ProNhNed 4;F IBurr %t, WMhoulcongRe oeSMh State One-GNI,AND u^',Ov1!j �iliVl II Without Written Permission From \ IBW MAGELLAN PIPELINE,LP. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PMELINE(S) II I ( I I I I I /y 1 11 \`I �,...,��� ��i 1 EWTNO UTIUTES SHOWN ARE SHOWN IN AN APPROXIMATE WAV ONLY.THECONTRACTOR SMALL DETERMINE THE EXACT „ SY.,y...>I— —,LUZID❑9 25 o 95 99 0 LOCATCN OF ANY AND ALL EXISTING UTILITIES BEFORE EXACTLY WORK.HE AGREES TO BE FULLY RESPONSIBLE FOR 5C0 MN AND ALL DAMAGES ARR.°OUT OF HM FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND NL IDIISTNG UTNDES. DRAWN°NINE NO. BY DATE REVISIONS USEIIICLUDING COINING,DISTRIBUTION,ANDOR CONVEYANCE OF I HERESYCERTIFY THAT THIS PLAN OR SPECIFICATION WASCIT/PROJECT NO. FILE NO. EKLOBASE 09 DLS 052505 WATERSHED REN91Q6 INFORMATION)OF TINS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BV ME OR UNDER AW DRECTSUFERVISIOR AND TWO #1Aa a.,I — FINAL EROSION CONTROL PLAN 25005501 MAMMY 10 MIA OMNI. GRADING REMOON9 SATHRE-BERGOUIST,INC.,EXPRESS WRITTEN AUTHORRATCN.USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IAV 1T DUE OYID'IB WATERBED DIS1TCT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL TNIZREUY ATE OF IAN SOTA. g °T SATHRE-BERGQUIST,INC- 6 .....FYSATMRE-BERGGRST.INC.OF ALL RESPONSIBILITY. i 1.ASOIITNBROANNAY WAVIATA PECKED DV IS DIS oNzsl] FINAL PIN,SUMO.. L� T J,/ ,a.� e ,,N w9,NM mBsoDD CHANHASSEN, ARBOR GLEN DLS 15 KM owT/1] RENEE SITE PIAN OATIRE- I0 T.INC.RESERVES THE RIGHT TO HOLO NNRLEGrtM4TE il„„e �Ol.•/ � GSERONPAR,YLEGALLYRESPONSIBLE FOR DAMAGES ORLOBBERESULTNG Is E yPq � MINNESOTA GOLF LAKE CONDOS,LLC 11 DATE N DIS 09/21117 RENEE SITE PVN FROM ILLEGITIMATE USE a eR NOM DM. 01-11-1] Liu N.. 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'Ism c. �Ir ® r., woos �.,..�.I, ... -I- BIB. -,_.I..a....Lw.,nB I- „B.A -_---_I. .,...8.I- MSS •=,............1..........r^- s. ::a :: } .. -...,.,•---iii Y...r i r –Barre:-- 11 elg: 1,1101 �" ® i arors■����I� n ` ▪ J 41, = A %'a�a'%S k - - �' -._.I '. �►":- _ �. -Ta i--- .� ._... =rm. .-Air —a -:r._•w:azrsr o"47==.1.7.7,4".:.- .... :��..s: FAINEVER • y:z--mm,-- r..;4. T a»I'e"c ,� IRT.. _-.o�..� . . f�...«......ro >T I r'%_, 1 ...r ....r, tt-rr...7 6=r,........r... tc.- . - .-_—�1" 6=rti.:ESEW lau -- ulasous mr B,K[[5'4:R0.0.7 L M.B B 0 nal IxrzMEt " y�.'�r E wCdO,Er[rt me w x `MmuiCES ARO(illi[' ..CIEs v *v� t.'".`Md"u 9B MR vALHs(FrI.MaS) N.5 Cu M SAC ALL OT AMI`Aw , ,.„.,.....-.I, ....--1_r— s`;Q.,.� .-.....r..r.I- 3. ,`�. ...,......0..ra 5., a M; ▪ � ... .I.."'” .. ."." ,,,,�. .,..�..1.""." S. .7......7. I -----• I... .. ;•=e"..............I a.....a......r I,.. .. DESIGNER NO. SY DATE IREV61G16 USE INCLUDING COPYRIG INSTRIOUTpN AMOR COMEVAHCE OF I HEREBYCERTIFY THAT THIS PLAN OR SPECIFMATION WAS CIT'PROJECT NO.� FILE NO. rNPORUArI'IOF THS PRooucTSSTmcnrPwoHSneuwlTHOUr PREPARED BY NE OR urmER IAT DNECT suPSRHSION Mm TFwn .. r – DETAIL SHEETS zBBB5L01 DRAWN BY SATHREBERGOUIST.MC:.E%PRESS WRILIEN AUIHORIINTKK1 l5E WI1HOUr AMA'LY REGISTERED PROFESSNNAL ENGNEER 11Nr5ERT11E SATIN RE-BERGQUIST,INC. o,s SAIDAUTHDRIZATI«cONsalTur 1..LEDITwaTEUBE,wDSHALL..-sY u ARBOR GLEN INceAwsr sATHREeERcousr,Nc.of ML RESPOHseam. RFTpj�V ,r�r,p CHANHASSEN, CME SATNNE-PERGOUST,NC.RESERVES TIRE RIGHT TO HOLD MN ILLEGITIMATE ��1� r G ... 1505''1 OROAOHAY WAYUTq rN.5518,(8521.,6[''00 D.Br USER'PAR,LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING MINNESOTA EWE FR.M.LEGITSATEUSE DANIEL L.SP..,PE. '.%,. , GOLF LAKE CONDOS,LLC /19 0406/15 0... 1-11-1) ..No. Ma — I ! e l� i a I it ill II ' ifs i II ..., i a I i011 � j % 1I { 1 It11 I AIieyWiIli .... eI} AaifI I f11' al� NI I I1`?I P II jilIp. ig l$l_ j g{e'[` a414gij i::I Ie � a. Il hili !+ ! illid11161 � !WI- ,: . r.o° i a► p ! I P //'`I ��`l=r q II _ • i moel , � o I{ =� ' ! I,; p; I #1 II " •� i �� I,.x -,..I rt.,, ,,Il- 1111111ilImm...,.. I sI a i i) 'i e 11 !°I I 1 .„1j IIIle f •Immo el N .i_ I { i r I441311 p v.,c=n�am 1h # •r:: •P r.m . h1 � -- - mlf mg P a mIf P s m11 v a s E. Pedestrian Curb Ramp+ m11 P a .4 CRf ® mf' ® mo ® Page a of 5 too �F mfm ,._....m...I......N. ..^FI� TTI. ._...ea...l�-^_ I”' . ,v...._......I....a �I- .'' ,7,.:17;.-....,...I,.-.......-^..^�- .'. ,._.,.m,•.I“...........^..'l^- STI. ,��.,.ea.l.w,.sca onI--S,ISO „_.Ym,.r,.lr.r....ar..•,.,'Al'''... .‘F CURB DETAIL L , r...-7,4::,.„,7 :Is:8E, RENCHDETAIL it- • _ [nigmeacetz=--- ,7,.., ;$ ` '•n . . _ :�4--.--7-.. I Ofml1 m[[� TI L.x[ IT, - mTf - CM TT a TSAR mlf Ler AST •F® mt• — Vas — m� ms .._..>~elwo I............LIB. .” -..... I.......,.P..-...IEE 82'. .reae.....I a�.aa. .,I_.' 6232 -...�.a..I L,8a.a«e.e..II-` EARS ..............I... sns „_,Y..a.s 1a.....ael..,.,.ITIE._ 8T>s ......,._,..I l.a.r...'.,....I..,_ ..a - � .��.. I,.a•I �i I..l d:.-- InRrra- �„- UM.,T . ( k--i .®m.ri-� MF•7::.----z----'::1 __— - :1-.:7::: ®Ad VV ._e III ` �Xa ..r4 — _� I f[ ea e, a A acc-x.. _— .__. - \,/ H .. yA * � TKR. *AL AT � ,.. « �f .R a aA M mff CAleu a mIf DLT BDSFPMHI RP ""..... 55.5,,.4%**H" - :: .%il ,kjr"......0.,. [.R R s[ x AP 11.1 TS BMW. , DORY. I....T.....,..1- REST .a.41la-_ m.T..e....,..Ie' 82" a�Twea.-1Ma.P..E....Ile" S>UD Ie`r.N...,..IB-........e...,Ie.. S. u_..I..e-.e.Ia-......-..aI- 8.,e2 .r..e.a.-.Ia........_-,I- 5... ..-........_.Ir.a...-... ..I•-_ ... DESIGNER NO. BY DATE REVI6pRE USE RNCLUDNG COPING.DISTRIBUTION.AMOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE No OLS INFORMATION)OF THIS PRODUCT IS STRICTLY NROHBRED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERNSION AND TNT 0..88 O18 - DETAIL SHEETS DRAWN BY SATHREdERGOVIST.NIC'eE%FYtE55 WRITTEN AUTHOPIIATpN.USE WIDpIR AMADULV REGISTERED PRGFE55KKlAL ENGINEER UNDER THE y �S SAID AIrtHORDATIONCONSTRUTESARIUECNIIMT£USf AHDSHAI IITEREBV .wwG R SATHRE-BERGQUIST,INC. ARBOR GLEN 'I�m SATHRE-BERGOUIST.NC.OF ALL RESPONSIBILITY. L --ed-1 �� CHANHASSEN, CHECKED unNTTeaERGDUIST.INC.RESERVESTHE RIGHT TO HOLD ANY ILLEGITIMATE bnAA�/ ISO SOUTH BRoao-xAY WAvuTA,MN.ss3s.(832)0.8-6000 MINNESOTA DLS USER OR PARTY LEGALLY RESPONSIBLE FOR L AAAGES OR LOSSES RESULT LA FROM ILLEGITMATE LLSE. DANIEL L.SCHMIDT.RE GOLF LAKE CONDOS,LLC 11 p.,pBEB Dale. I-11-1] Lk.., 2.818] es v — — . , - --4\---‘!,- -..,.... .-, - -, '''' 11P11 *'am=;I .._.,;....,,,, ,- .r •-•-•,-tv-,w.,,•..-:. E.1„:,....• I .•,. ,...,,- ..,,, -..... .-„..; . .,,,,,•, , , ...., iku.,TAT.E.w.,....•., ,Ai! ___:::. -,v--,,_ rrfftvin.rzarrx‘ .,L...:..:4-7.1:4...--..2...:4..,• ..-. ---, ,.. III .;,..a.3 gig,..?_;.;;;;:--,7;;,:: .....,................ __....._., v..-:,..... ....2•2.6211 ..VZ......Ltie St'z'r74.--- -0-- , • LY.-t.11•45,mi_eiwz.... leit.f.f.4.:,..t..7,55....t--.... ~ SSW irgeilli ..,. ...,. ........,..., ,..., -- ,.......-,-„, - -- Fi..„....2.0„ ' ---" --*&,-,-,Z,a .4.11..... i ------,„--':'_.;',:' ;73A-11.11111:.... 7'11-- .Asissuw.moltsmat., —1..-4::-- ,„...._‘ 4.,. "-- rUFA130.21.11'fr, .-. t aummoxims• ,-,---• - ?2P-METI£1,e4.• L' ..,,„,,r *AL .z.m2.,"',".„71:4, ,,,,, .....,:=1... - , T Fatft.M.Vir,.• 1.0 Alli 'Irot;grisr i A% ...7,: I - -•..• PLAttlifNi e-Vie lea.-p-5-c...51,n.0771.7472,725071 Of 5 71.2Mti,.... — ......"....“."• ii*C..L.'L'21-A i014 IS,00;;;LI 5.291.2.i 2 a S .r,:47.,....,....I BP..wawa 1..". sm. .....,2. nago.sm..?1.••• ,,,,,,i IT71,: 1'".'"...^...'i 0000 'itI w-Ao514V, ,- ilpi..—.i ) -- tIrs• _fr__.__ ilr.2 .. •-....ra *\, -.........• ........IF 'r N.A.m... NA....-...—. —............... -• NYA7A.1 NA A.7.m•,A YAm '.<A...:, k7r 401.Zi1.5014` :-.. 1 OML ......, . • ''',:'-,,T-'4; ,1,.?,,,,,,„,..- -,S p- ,1 MII.. MRIA - '-"'s• _".: --' .,-7a..r.-e.7..st..n...r-,• ___ .._..i,_. = •,...z.,zaILT. ,-...—..." -....____......... ......;,,r,F5e,-.....-_-_,-...-., - ,---,.:4',....-,..-----• -7:4:—Itr 4,10a±21-A.t.Is...P.:7ZZ,or s 7'ilay_I ....„..,0-6--2o14 5I.M.L1 r.i.m 5.2”/S0i.I.S i .Toi•,n9.. IST2ViMtel...."..".... ,...,, -- 17.;;;;;,_. z-s.zoK. 51.0.10 r1,11 5o I s or DESIGNER NO. BY DATE REVISIONS USE MUM.DOM.DISTRMUTIM MIDIOR CONVEYANCE. I HEREIN CERTIFY THAT TM PLAN CR SPECIFICATION WAS CITY PROJECT NO. FILE NO 11. INFORMATION)OF TIM PRODUCT.SM..PROM..MIAOW PREPARED BY ME OR UNDER MY daEcr SUPERVISION 14.1 nvcr ..0. - DETAIL SHEETS DRAWN BY SATNRE.RGOVIST.INC N EXPRESS WRITTEN AU1HORIONTON.USE WIT.. AMA 00,REGISTERED OROSESSIONAL ENGINE.WIDER THE 4,-. .,.., 23600001 SAID.117013.70.11 CONSTITUTES AN ILLESITIMATE USE AND SHALL MR.. LAWSA,131.7ATE OFAC:0;6. 71, SATHRE-BERGQUIST,INC. INDEMNIFY SADIRESERGOINST.MC.OF AM RESPONSIBILM 01 CHECKED BY CHANHASSEN, ARBOR GLEN ty INS USER OR PARTY LEGALLY REIM...E FOR MUSES OR LOSSES RES... DATE FROM ILLEGITRAIE USE L,NA211147 ,,s „,,,...- GOLF LAKE CONDOS,LLC 0494/15 Dalm 1-11-17 . 1 1 CALL BEFORE YOU DIGI NAVASOTA UW REWIRES EXCAVATORS TO NOTE, �Y art:a EsmCENTER xor.MwE _ -NA0.�WTIVE TMFT�/ IE�GLEHAYw dvs t^^'^^%aw..�v..u• 1 T TWO s ._17.\;.)..._______________.4_4_____ pip«Ven lsd Proposed rcsMenllal0. tt.ientaf Lyman BaMvxd lC5AHl81 L egpB x tris aural Nswnn /• ' L ' - j { -� aM xynwaY holm Chanhaasen,MN.The developerimmas louse bTdttApe r GOPHER STATE n es C.S.A.H NO. 18�,LLYNAAN Bi brgatiom as a stornxvater management tool CO a wILE cured Ca er County r1/ SONE CALL stormwater management standards and BMP ji�' - r ----J-- (nnur/v"wvmtaermn.vudeoartmmmINS/00 53 Was 12m2eup 1400.252.1166 rI an'°F 7' And dem:/yww.o ra vovn.WdczartmmNLwSn00.130m1 NCP GYNHIILS V). \ - I DESIGN TO HARVEST STORMWATFR GENERAL NOTES .t C �'� .'' �-'----'� \ i Tills design calls for oOed It on distribution pipets to draw M«mwalerrmma T TINS SYSTEM 5 MOONED TO MEET SPECIFO DESIGN CRITERIA C) ''.1til c •' \� ,' th,pLpalerpord locered It 1Ae 0WTheas''"''`fthe dmN«clnf TM•reaof FROVDEO BY PROJECT AND SITYLL BE INSTALLED AS PER 'fR nig za6 c the ppeume more completely designed,depicts the first eight stations d DESIGN AND - yyr ,., \11 equipment l8roups d sprinkler emission deWces)to distrbule stormwater onto 2.BOOING CONTRACTORS SHALL THOROUGHLY READ AND BECOME { /�� /C mnmaintaineo lana tt the development.The pipe'.dstn.tpnsegment FARROW WITH ALL FACETS O THE PROPOSE°STORMwATER nl m MONO,vrocen p_ _ - - sr/REUSE SYSTEM,INCLUDNG MOOR.SPEC/KATION$, IOW eF MO ro.INC, • �.� - • -._ -�. `I. Illustrated sHemaNOlN,re«eontstM approximately Se Ming stations_ _ - _ ..".. MSIAWMIM DEIAES.AND REUTED SECTIONS. J.e�F mopment Tt 100,1 area receive onto"'"'",fomSeth area dUe 3.CONFRM U•IS O RRKATON,EXSTING AND FIRURE HAW/54.n development Total area to receive alormwater IsWbutlon from both distribution PRIOR TO CONSTRUCTION, segments of Irrigation equipment htibytapproximately 304 acres.EMt«al area I.UNLESS OIHCRNSE 1O.OEE D.THE PLANS AND SPECIFICATIONS - "`- /�• .,.. , • «oposedto receive st«mwater distribution exceeds the mnnmen area rNTured ARE NECESSARY 0 TO INCLUDE EVERttOeNG OBNOIYY REOUISICOMPLETION AND •• e • _ INE WORK TREIBER EACH NECESSAYATTEEM 5 MENTIONED HEREIN I' I I - '_ • r of dezelopnmesmt OR NOT. J/ - WATER,BACKUP WATER,METERING and FROTECTION 5. THE PLANS AND SPECIFICEMINS ARE INTENDED TO BE .. T COOPE ATIVE AND ANY M FOR IN AND THE I `. All water mllbe metered Reduced Pressure Zone had.w prevention assembly OTHER RSHALL BE AS 00.0 SLK CALLED FOUR IN BOTH. T IRPZI willho Incorporated into the design mproleR Me WBlx water supplyfrom OSCREPAMOES SHALL BE BR00/CAT TO 11€ATTENTION OF ME Z • nlamkalion APE assemblies are considered the highest VALORRESOENT ENGINEER AND/IR IRRGAIION COMRR.ST/0 -` E� _ • I ,\ t - - - ossrontam.bon hazard protection by the Minnesota Department d Health 6.VALUE ENCAMEERMG O THE STORMWATER IWNESI/ROGE SYSTEM i t. .;_YI ._I - T ( 8 - t, -I SHALL NOT BE ALLOWED. e.Y 5 b and shay.I.MoWrN Im..reP«Ted aM lmmffON°rewired 0.'rawred T. SYSTEM 5 DESIGNED TO OPERATE AT 9O GPM a 65151 TO Z 1 testing COMPLETE THE WATERING SCHEDULE aNRHIN••-HOURS WAWLTNM. • 1 I z 8. ALL IANDSGPE AREAS MDR,THE LINTS OF RRWTION SHALL BE V) _ 1 • ACHIEVING STORMWATER BMP GOALS,SYSTEM DESIGN ANOOT100TION RRk1000ATED INCLUDING OCCISIIIM MED TO INSTALL in ADDITIONAL SPRINKLERS NOT SHOWN ON THE IRRIGATION PIAN. Q Z \ _ _ 1 _ I r - 1 i Current Greer Counryslosmwater veatmentvolunra calls f«aminimum of the HEAD-TO-HEAD ESTCOVERAGEPRACTICES. PER asMNFACTUiER RECOMMENDATIONS = , • - 1 I v Rist10,of zt«mwater treatment per*alibiing rain event.TMmnimum AND INWSTM BEST PRACTICE:. W I- I9 LOCATE ALL UNDERGROUND OBLIDES AMO STRUCTURES PRIOR TO Z - 1 �\ I treatment as follows: COMMENCING KM LLT C BEFORE STATIONS DIG. Q a so e•TVolume Rel0ced OS Mhos born the site impervious mea 10.NEW OR SUBSEATALLY MOOED PRICATON SHALL r~---�" J- - •�+� f - I- •Water<WNW Treatment•O SS Inches from the side Nnpebious area DROGATION O151ATNIl BY RESDTO ENT DOWER AND/OR = 4 I'�'"'t 14 The irrigation distribution equipment will result in a system that exceeds minium 11.AVO,OVERSPPAY oM10 RODS NOD sODEIALO a O \\ regUred Carver County it«mwater trot landscape listed above as IIas 12.SPRINKLER ARCS SHALL BE DETERMINED TO ION SITE BY THE Z LL '••. T AL 1 F. ability to execute horticultural MMPs forMMswcelraealpn•Mclediy efficient MCAT.CONTRACTOR TO PNOVBDE M 1/MORON COVERAGE W K �`l u:edwater resources upon the areadhonmpl«agymainlanned landscape. POSSIBLE. TO PROVIDE ADJUSTEAD THE IRC AMD RAIUs O EACH J K 11 Q $PpMtLER i0 PROADE H4Ao-TO-IIEA COVERAGE. Ur _ 1 I \! 1 " ',�`•2 v .j h Although the Intended goal situ harvest and Oislnbute sT«mwater upon the site, IS PR.-ON CONTRACTOR SHALL FURNISH SLEEVE MATER.FOR '.t ` j.........L.^..„.1 4 "1 Proper and efficient use da w can be accomplished w1Je also actanpkshn8 Ta5O. MR BY 0.ERS UNDER ALL RASORAT5 NW.Is AND - • ' RL�`') ` �elxC the goals dstormwater O SI tCe«Ng«TIT TNG dram mem10011 N.CAKNAYSPIPMG IMERE T!ITT TRAFFIC AREAS SHALL BE INSTALLED 0 I "--�LL// • �- _ / All components selected or Nb rgectvnCdMhIgh urvel.gllAOA4144 '- ~� • _ \ resenCeaM wxlla desRretla mnslructed inaw« e.mMmaireble TH A w6uOAD MW EAEHH TRA IC REAS SHs FRE STALLS OF 0�, I 3�';." ,. i -'T--, .;') `� \"wj i ahem TIIe sTPrmwaTer temp Homo wgl l,eaw�rnandanUr.a nnnd T5.roP DFiunA.IKs sx.0 BE R LFAST Iz-TB°R Ta-z1-INCMsQL.- ,L_ IIMegraTee.mamHalrubk Companenla 01 UUxtee as an xsembN AAT.station BEL O GR D 4 T AREASN T IS /RT BE R LusT 30Jip6 cmtrdsMllMWdeexter....7T-reader,IWsvabks1 l,II,tr kzeleglNlmrenl L SIYLL _ 4- 1 I 1 1 I Io esabk WmpsM[mn:yb.-UvAzmr Pre set water kveh are me[aM To IT,rc uaS BELOW GRADED IDXST WIRIM LATCRAL PPE. IIMP-rr-11111MICL*It.:. O TREES. e; T- , I _ it )1. I I E I n� H«mwxer level-,armee at or Reba/minimum,drvarrtlal MaMl0071 light and pants CONTROLS ORA,E DRTEMMESPS,MORER LOGTKNIS DUE OTHER UNDSGMTCONOTIONS • __ -Ito hackup SWT ,: .\' _.� -1'` :_ mof seasoral equipment mamlmame 19. �RiTrNiHLHEFNDOr BALLS a NEW CONDITIONS. �� \ ,..' �� imearypola zone ba kflowppotahk wentionater asembly an willinchidePhrough a . 20.PADVI°[A Two DOTH SPAS)BOX COV RET WEEN THE TOP O<I.B?;I�i�.. I , reaKed peuvre:ae batkflowwW.ennm,assembly diol wal mtkde poxmtsd vALM AND BonaA O vALNE Box covER.PRIriK1E RoeK • i Iseasonal equipment maintenance consistent with local prMMn Alow wltage, SUPPORT O VALVE BOX IN GROUD AND PLUMB POSITION TO ThrWport vahe MldhEFglhM1 between stoHmwatR harvest diol monk pal water OW1E.IgODSIpDRRARE NOT ACEPIALE.\ me based of pod keel aM pump station Controls ZI.ASTERY.BACKRIRyNiONASSEMBLYANDPLUYBNG :..c Urver County stommvater gpdpes cal fo controls lm man FI PER LOLAL CODE�� age pod bpNNe tp 22.FINAL LOCATION O MAZER ONSIBSOURCE 10 BE APPROVEDON C not less than four frof ofdeph upon c«npNkgstormwalereMrwmnfdlOvnnH 23. CONTRACTOR 5 RESPONSOLE FOR WATER .THEION, WN YN. CORRATOR 5 REssEuem FOR FURMS&xG rot µNTH K RJOHNSONa,` m ormevesd OrvPOSed,veRMrtem amrohARI BIdto M1lots goal TheNi BAXFLOI ROTOR 6 ASSEMBLY.\ teM ) ( rt«meet of dNffi epth at WL.The kvNear O lehigh PRIMwater letll bee9ga propos less than 25. CONTNT.ASE L MSPOMSIBLE FOR pSCLLLIG its BACNROB CKED BY 1:411\- Allter- I four-feet oldMiM1a[NWL.TM100.YearM1kh water level IHWLIh«oposedta be WIflEx110M ASSEMBLY. __ 899.5.The adjustable level controls will he set to engage st«mwaterha«estal 26. CON RATOR 5 RESPONSELE FOR FURN5IMO THEIRRIGTIM MALOOI.Y e'Q?O L 1.�1 'r _��` kMSFgmrllan a98. 27. ACONTRATOR CTTOR 5 RESPWSDIE FOR INSTALLING THE IRRIGATION(�, \\ f AEA EIEN.Hons•Reeve There wig be an irrMation conironer to operate d'nfributbn equpmnt T. R1YP. V'r.0 O N. 1 controller will be Water.nie•-labelled as promoted by the US Environmental 26 IRRIGATOR CONTROL WIRE SHALL BE Im G • - �`i,)s zS'( `y Protection Agency and will Ile remote-cootrol upgrade-ready.The conisdkr wglm R41.0x ARC.UL USrzO FOR 52.N&RML. Rmv vnaercoeen programmed to use water ea lently Per horticultural BACPs during normal, M.CANER SHALL PURPLY 110 AVLI ELECTROAL VOMER FOR 40Yi).V��L`'lel', \`\ \11 � 1 I -Stam mw CONTROLLER OPER,LION. .� ` �^ event periods when the Mor Ater pond leroh are Insufficient to b. OxxECT RROATON ELECTROK WING IN ACCONDUGC WITH THE N , .,:\ enable use of stormwater f«holt lcultural irrigation NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC '` I en UTILITY CODES,INCLUDING: 30.1.ALL ELECTRICAL WPC SMALL BE ISTALIED NM THE WINLAE .};:`„ a, ( EXPLANATION OF CALCULATIONS AND USE AND RUNTIME MODELS FRE WHERE POSSIBLE.SHAKE WIRE SDE TO SIDE AT BOTTOM \\ Referring to Sheet lR3.a,the chart'WATERING SCHEDULE-NON-MANTAINED O TRENCH BENEATH WINLNE. • .,,I.. ,......:,,,.,; jfi> 30.2.TALIONS°[21-MCN LOOV O CONTROL MIRE Ai ALL CHANGES IN _ ` devices and.afiREA"illustrates caom m rrvies ales Un inches-per-hour) Taom.Theresprinkler ae eight 30.3.MONDE 36-IGH O STAN*IRE AT EACH REMOTE CONTROL f• _C. y100611LY'. 9U 50 fT ENNAVAT 4,,..E,„.OV\\ \` . __ stat• J0.1.ALL sIRRAC BCN[ATH HARDSCAPES SHALL BE CONTNIED IN ISSUED RECERD O E4aLCW ions d MIND.Proposed upon the non-maintained area d the development. VALVE COILED INSIDE VALVE BOX. Also NNnlrated h Total galbm of water to be distMuted upon the nommaintametl SLEEVING.SEpAgGE iR04 PIP111G. ti„,LAL REFKS ARE b[NFI/TVa w10 `13 a lantlzcape.The...bathe NEM stations d irrigation achieve.required 10 BE SIZED APPROPRATELY FOR EASE OF INSTALLATION AHD ` 41, minimum sit«mwater distribution for the d...1..Hn_nt MPHR. , I 30.5.ALL WWE SRICES SHNLL H CHFASE FILED MATERIIGHi ;��L k The rpht.handchM on Sh4MIR-2.1,depth a Rohn..summery d ag,,a,t0 or CONIECTOS CONTAINED M VALVE BOX.SET r0 DRADE AND - -4'4SCJX ` 4, , I i I Irrigation further illustrating that tots.m..Ummwater managenwet*AP SHALL NOT HAVE LESS MAN 21-IDN SLACK. ��.Fig L TCB I exceeds TM1e minimum requirement forlmdevppPnNnL 30.6.^L ELECTRICAL WIRE SMALL BE REEVED SEPARATE FROM CF\,- `.Ifl I t PunUime Summaries i«Iude operation based onascheduOn.meOhoddlea TEALINE' ISSUE DOTE • `11 I. .\ I I i "syringe Cydk14'pI type and soak".TM1lx appI I:programming-bard and 30.7.EACH VALVE MAFOL,SHALL NNE A SEPARATE SPAM CONTROL TIME THAT RUNS FROLI EACH VALVE BACK TO THE 4-21-2011 adjustable.The keine Hto arabic appications pf water atarateaed d«alion to CONTROLLER(WHIN 411 OF*IE SPLICES). zI\ ,1 maximize theTTNRdihe snfl to absorb The wafer applied.Fronastomwat« JI.MIRED R/M SENSOR SMALL BE MTALLEO.ONCE PER CORROLER, P000ECT R/HBE0. • ..to o,TNe,loll *alLITE a honicpfural ceripeetne,sMrYe'gclestivdlilg OCCURS IN A CLEAR LOCATION.WHERE RAM FALL HRS THE DEVICE 016-1193-03 ,"I 1111111 1` �I . promotesstronger and more vigorous Plant materpL The graphs beneath each FROM ALL SMEs 6 5 NOT BLOCKED BY BUILDINGS.LANDSCAPE STRUCTURES OR PLANTS. 1111111 i� runtime summary illustrates the Time req,Ared to apply water®vena 32.••••CONTRACTOR$MALL GARNISH MID INSTALL ALL ELECTRICAL N1 FOR PUPS. DRAWING\Ili .,1 base-cycle-and-soak application approach. 33.E•••••PCONTRACTOR SHALL FMMBN AND RSTALL ALL LINE VOLTAGE xGSfnIE EWIPMENT FOR IRRIGATION CONTROLLERS. I•Fg°•-O• 9iso 1f0!eel M.••••CCOTCaLALL FURMSH DATA COMECTMIN FOR SHEET DANE IRRIGATION TO2 CONTRNTR OLLLERS. 35.RRDAIION CONTRACTOR SHALL SCHEDULE AND PROGRAM OR( �T��1��/�T�D[ �D CONTROLLER MO VALVES FOR APPROPRIATE LANDSCAPE WATER IRRI6ATIgJ NORTH 1•=a0' IMO Lf©W `V'Ll1LVPJUUUI./`V'ull�llN REWIRE-VENTS M.RRIGTIOM CONTRACTOR STALL WALE PROVO.FOR NOT LESS OVERSTORY THESE PLANS HAVE NOT BEENation•iTHAN HOURS a WNWOF THE OWNER IN THE PROGRAMMING. AND ARE SUBJECT TO CHANGE. SYSTEMS. ACIASTMCNT AND VAMENNICE OF TM RRICATroN SHEET NUMBER 37 . EETS. SDEWKK5 CONTRACTOR ONERRAYS DRING AMA IPONCCOUPETIONN OF INSTALLATION. 1 R I,O -.� Ol10Ni. I I r I... I" I J i i =O •••-• i I I`- Ir i '�_ --.016'''_a fil 19 3 p 4, 2k....--— i I 1 I E/' Or� 9/`.,� ....-. \ \-...-_--,_ I Z llollAill — A_ C`_ �� _ ' _ lRK 101rA7ec UG r l'Jl\ _ r y L \ Elevations are ! ,� -1-"n �- ., t. inconsistent with latest plans and modeling. S INF, 1 I I 11 y s----------,-----::::\ I •`�-'_ i` NVdL 898` l `F 1 I r ��� 4..'-','i.:"...„,,..„:""....._.: �,, HWL 9PU 1. 1 1 f y y � � \ I I I z I �2 1 = z Elevations are ^ _ 7......-= �� u ° l' y y y e�0� ` • inconsistent with `� z g �� ��c latest plans and ,1 ,� , ~l ; _J rc LL ce y y ... OAF OTc1 modelin.. K -- 1 ce ''' GI ..''VCAN a‘ ' .ii"\I_ N _ --- \ \ G"LLLl4 \ 1 I`I 1'111y{ 1 li . r ... y Al. y .O. a y S _ 1 1 1 1 E LLL Ltnnn1 ; 1 1 1 • `V �L�L `1 11 1 1y ll. Ns.'4-;',_n, 1 1 11DRAWN BY yy870 SO FT ENKAMAT - 11 1 EIAv v.K JOHNSON 1 OVERFLOW CPA POW..INVIAY = oN, ,2, y y y y \ Z — TIM MALOOLY G,S, Si,T , iiir '1 1 ;'11' ,. y y y ., y y _ y � ,c ika. yy y y _ \ 1I , , ; I ;R«F Il 1 , , , ISSUED RECORD 1 1 1 1 o on .11 Ill , 1 1 1 , 1 111 a y ,a y r y y a. r y + , 1 1 1 ISSUE DATE \1 I 11 I I' 'iII I 4-2I-1017 BER 016E 1193CI -02 DRAWIN1':2Oc SCALE CALL BEFORE YOU 301 41/1.1E.SOTA 4W MOW..6,6ATOIES TO NOP, `Inlii M .1"N°TMOM IOOG�I COO N.STRUCTI'OO N SHEET AIE L- -==,„...-- THESE PUNS HAVE NOT BEEN APPROVED IRRIGATION GOPHBR STATE AND ARE SUBJECT TO CHANGE. 0 20 60 00(561 Ifs, ONE CALL SHEET rlursER I`' 1.00.262.11667 NORTH ,-2, IR 1.1 / _ -1 CALL BEFORE YOU dGI ��- E"• % C.S.A.H NO. 18 (LYMAN BLVD.) MYFOR ©NMUAPooa ME. NO;�»O, :i«. H�.HG� THESE PLANS HAVE NOT BEEN APPROVED ram 11cu oArs _4;:,0r x.„:_m 1 I' AND ARE SUBJECT TEL ---1-741=1 1 , fry ONE CALL ... _ -.. ! \ t , as , J� V o --1.800.252.166 Show legend for colors.Quantify \,, e� / O total area irrigated. -_ O �� I _, .EG51 Ex[o 1 // __ 3 Tr_,. __" 1 GERM x / �c BERIU� li--!--v c © f- 9 r+. e_ r.e�g .`Pr__'0_�t, ..re, r © A v _______ ____. -,.._!_! ——!- Z II f --i.,..- WILLIAM BROS.PIPELINE EASEMENT/ z 1 ; w —— - ill_.__._.1 .. 1 f L — R _,— .__ -. �.:: gf 5,,,____.;,„:„___' -., _.. _ .-_. _ -__ I a s s , 1�1' �r A —�.1 q� f ..___;_.....7____ _7.5.' d- —�1y' .I— .r..,:,...„7-_,-____!%..� _. <4 _f3,-- _.4Zd1�— .,_�1 3— = O ��Irr Z � �. II - I I i I _ 4� j / 1 _ I`. I`" Ir � r �_ I ' 1 it IIJz I II J at, ca 1'--I- Ice w 1111 �, - -- ,�5 CURB ' ... DRAWN BY -w,.A,a.....1..,. • _,`�- _�„ _._ a GATT K.JOHNSON v \ m S. —44 f ...SIM ._tet » fit•• I ' D -I , I >K 7 i. i J!I". 'C I I ....:4 H II "; • .I (/ ' I I F.115S5:11711 4-21-2011 ') /c -- I I 1".... I1 1 i y 1 _3 I_ 1II.19 3r�� -—9 .�. 1) r— ZS ( r I-•70•-O. I ' ♦/ / ` �� — 2 A "' SHEET HANE I , \ i _ i^ `. 1 i 1Nc IDE91�6NTION _r -...` - 0 20 40 0 .0- SHEET HUMBER 0-3 NORTH 1'.20 IR 1.2 NPoR TM'N Tr" REDUCED PRESSURE ZONEPRESSOR[WAGE A o PREYED°.ASSEMBLY INCLUDES&A.LLMVALVES). - i n,u.0 SEE DETAIL L(THIS PAGE) METALLIC JE PORTBRMN W.SO 111411111. W >e a ,,�' ro MTx COOLING VENT STAINLESS STEEL FULL PORI M. .1a.ii U"t.�nn BEIM !\I(/ VANDAL RESISTANT ALARM MORTAR LIGHT PUMP STATION MUNCIPaL WATER METER-.,FF BALL U� HEATINGF. CONTROLST TENTER POWDER COATED STEEL STORL WATER J - �`YSTEM MONITL•NING �� UNP STATION CONTROL CABINET l� uLLALUG SOLD STEEL-� _ LOW SENSOR 3 'R METER -PRESSURE GMGE N PORI BALL VALVE PPPP,� 610RNWATER PUMP STATION CONTROL CABINET WAGE A / \x IaI� -� , f PA VA, STORNWA R PUMP �Y PANTED STEEL STATION FLOW SENSOR ANCHOR BOLT --W.LOC CABINET 4 OI .O cWCREI[BA5- ' -{ �WINTEIW2AiroN PORI \ SUPPORT SUPPORT-� 1COPYIRRGIn 0 wAlfA is REGISIEKTO E : Y r -n_rn�u= 1 -I` 11_p 9 ' ■ . - ,-A■-_ilia' TI iC--III-III-II 11-III=TIMIIT=11L=, Too-T-III1_II111JI=11- -Illdll-IIE[I=III=11 .i IJI^11=11 u- - - - - - - - MIL 1 CONVERT To METALLIC SPE / "� — . - HIT 11 11,=Iii IdIL- _,I ® III„,11- -ISI 1-.IRI p TIE-MITT=III=1 E111=11=ll l4T= 911-1=111 _{II�ll-111��111-111;111-III- II Il X111-III-IIEIII71- yn- fir-.=1,1=-.MEW -1`"-"�'� F -III,i I,II�IF�II-III-11-11=11=_('6111- -III=11 - .N,,,,,,-I�coNCRETE DUE ' =IIIIII111111-II —_ IN FIII- 1iL0- HDPE PIPE U\.\ 1-11EIIL"' g I/ o// LD.c� CONVERT TO PVC PIPE TO IRwSATI°SJ 8995 HIGH WATER LEVEL �E MUNICIPAL WATER SOURCE E� Z O I M r�. �.. - W9C0 NORMAL WATER LEVEL L MUNICIPAL PIPE BLOW POINT W ATER LEvEL SENSOR -MLw10-PG.TAR GATE VALVE U) LF) _1 -_- -— 6960 NOT LESS LAME x-FEET uINIUUM DEPTH vALVE EiDx w.CORER SOLENOID INURE nmsx GRADE/TOP Of MULCH Z p AAAA LOW LEVEL SHUT-OFF EOUPMENT PROTECTION n1.1111=—�e _ IBL • I-INRAW" D sACKRCCOIRLBG VALVE ... D `- ., voTH AIxLE: 9T ,ST/BE STEMI. w _ °"/'-'"" J/<°x« rc EMU)DECODER 21111 892.D POND BOTTOMFIELEnECOR TEOUNAtEul STEEL BJ R MA,R PUMP WITH ° LATERAL PP ►r R,... M in ULw LwE NEE :El'%._BR��1 D°3I t, �� ma K RATERPROD au■m 1 Bow �_ SUBMERSIBLE s o E u FILTER oN SLED BABE ��" CPO "-' o. —7 7E 0 • o�or°�J"QO°C°o0°�ro� CO TO CINCH�` J v. \''--wax(IEEE) J K Q O SCMOT HEMATIC WATER SOURCE DEPICTION To HIEN,GLNCE �,ATL ;C'HAI'wA°Fx ox Or NOTE, SCALE ,•L 1.INSWECUIrox 10 BE COWLNO WM U w ACCORDANCE wax SPECIFICATIONS ANDNOM 2.SET VALK BOxFSST roWA.GMOE OA HIGHER AS LANDSCAPE DOMES SO THAT THEY 1 WALLOON TO BE CONPLETED IN ACCORDANCE Mix WNUFACTRER'S ARE VISIBLE BE NOT AWARD SPECNICATOAO NS BEST PRACTICES 1 v ARE 10 BE SUPPORTED Or BRICKS OR SUMADLE HARD WATER. 2. INA BOAS Al FL GRADE OR HIGHER AS LANDSCAPE INNLATES SO THTO PREVENT BORES FROM BERG PoSHED BELOW OR.. THEY ARE NISOLE MP HOT A HAZARD. ALK w PROPER ETA EN BON.AS PER RORRTRY STANDARDS FOR EASE OF CALL BEFORE YOU NG I S.WIVEBOXR BMWS ARE to BE suwdrcED DN BLACKS OR SOTABLE HARD NLTEOAL 1.SE RCCF Axl xwLAL OPERATOR.SEE IRRIGATION SPEC/WARIER. THE REGIONAL NOOroATON CENTERAT IRACARATORSTONOTry TO ma 1.INSTALL COITROLSEVENT SvALKR OPER PRISM.BBOW PuSHED MOB ORES.AS PER MRETRY STANDARDS 5 VALVE INLET" ARO L SIZED IDENTICAL 10 NWxK(BACK COUPLING 8U6WE55 MVS OrtxOTMOEC FOR EASE Dr DARE NO LIAw1AL OPERATOR.YF MOW.SPECOOADON. 6-MD Sx-INCHES O J/1-BCH[WANED GMKL SLAW PER BOR. Ex UEx cr MAYA,. Mv5 5.mu EVERSON KIR AS REIGNED. N MON TO ADD SIX-INCHES O 3/4-ARCH CRuSNED ORANEL SLAW PER BOR. DRAWN BY L GOPHER STATE uAT'E K NOON 7EEN ONE CALL ,i11 «+.wolsY52-1l'.«a O RAIN BIRD PGA SERIES VALVE O RAIN BIRD 5-RC QUICK COUPLING VALVE CHECKED BY 14100.252-1180 '2 A3 P I try'-r-X P-EC-ARB-b t T/2'-R•-C DE-uB-Rx TIM MPLOOLY flu O 10-wcx RovxO srzE—\ ERASE GRATE/TAR of"'HOZ.(501 TEE PLAN) RADS SIBORCATION 0.6011.5 �R _ RAR eRo V.V.4D. • • I- I FRESH c ® RAW OW,ESP-LMD TWO-WRE DECODER LxwPED METu rc6fs,u. aexrcr Ax0 —!iI�� 1RUH aMPT o-10 w,Ms `:. COME..(II OF 2) .,11 _ „"" M WW..ISK.I. MA<,,,.P..c. �� 0,,,.., ER RHP GROUNDING �-mlI` - -1 n;mlul II IJ' CONCRETE PAD 6-INCH MxexuM...MESS l�/ FIP � 'SPE-"�ioLLGRou".IE.GFAc� l BLUE WM MOM Lw_, 3 p'o of B GRADE pr.r/Iz)0 BD DEGREE EL w„,3/9-INCH Mw ORD DDA 1 0;44E-INCH GALVANIZED �. '4 :.:I. r_''''B(1 DF 2) --.- EIV r ® _ a :_ DAREDG„ 4 oERG ED RADE6EN5DR �o CABLE TOTE �1—=I r sio:(FELo DEcb HRT - roeense ��WW DAR �tGDER.LSP_,OR INa,F,,:. I_Wax SCH,D SUPPLY.Aro PDAER ©CONCRETE B�Lax xYw GTGN ! 1 1 `° SWING PINE U= DER POWER SUPPLY o�DRDLL' G LUIDI PORN W E TO E �� AND LSP,w NGT) 1� *EE Oa ELLISSUE DATE -. USE A WIRIER,CARLE JACKET COLOR FOR EACH PATH LATERAL PP ---- -1, 4-21-2011 TO DECODERS ` � x M°INSTALU,OM To BE CONPLETFD IN ACCORDwCE wax YwUFACTUMERS SPECRICAIONS AND BEST PRACTICES. NOG: PROJECT HUMBER NOTE 2. -t SHOULD BE INSTALLED EVERY 5W-FELL OR FOR EVERY EIGHT DECODERS ON I. To BEC PLETEOM ACCORDANCE MM WAX ALM., DIG-I'13-o2 I.INSTALLATION 10 BE COWIE.w ACCORDANCE WON DAOXACMRDR SPEC F.7.S T -WRC PAIR. SPECKICAIgNS AND FS. J.LSP-T 0 BE INSTALLED AT ENDO WINE RUN TNl TERUW ATES IN THE FIELD(STM 2.SPRINKLER SHALL OPERATE CLOSE 10 OSOKR SPECKED PRESSURE RATING(SEE AND BESTPRELUDES. CONS WIN O STATIONS AYALABLE.IRO ADOIOML 75 STATION CONFIGURATION). 1 ULE). 2 ESMxD Suns NODULES PRY BE OECD 10 ERRAND TE CONTROLLER W 10 200 '+ RAPT BIRD FO-401 MO ED-601 FIELD DECODERS COME WITH LSP-1'S BM,. J.DO NOT MOUNT SPIN 06.01()KGRv REV 10 HAROSCANS OR FExOS.PUCE 2' DRAWING SGL TOTAL J. S Sim GRORAA COOPO ENTS TO ACMK ORORO RESISTANCE O TO O ED-101.ED-102 AND ED-202 REWIRE SEPARATE 15P-1 PROTECTION S 4 AMY R HALL BE FOR RERPEWOCUWR TO TRASHED GRADE FOR OPRANI ND SCALES ONS M LESS. ” PEWORNwtE. O RAIN BIRD ESP-LXD CONTROLLER-PEDESTAL O RSD-BEX RAIN SENSOR-POLE MOUNT O RAIN BIRD LSP-1 LINE SURGE PROTECTOR O RAIN BIRD 5000 SERIES ROTOR-4"POP-UP 2 SHEET NONE P-EC-AR-2l P-OE-AFB-Et 1 T/Y.1•-K P-EC-AAB-16 S.T•-B IRRIGATION DETAILS INCE ME CORIMUCTOM SHEET NUMBER THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. I R 2 0 IRRIGATION SCFE:DULEWATERING SCHEDULE-NON MAINTAINED AREAS -Si)`• l�AE3FEA ,5012092 DESORPTION NUM 1612£00 an MBE !R&M 181.MFK B4L.A E6 280J08Y NUMB ISL MEESE= 0/WEEK 182/W0161M1/0116 2!00.1060 NRF ROTOR 25'-45'-TRMIGULAR SPACED. 1 RAN BIRD PESO MRH FD101-TURF TURF SPRAY 0.86 in/n ISO 105 3.016 1.500 IRAN ORD PESO WITH FDID1-TURP TURF SPRAY D.B6 in/61.50105 3.016 1.000uex. UA HEAD TO HEAD COVERAGE.MATCHED APPLICATION 2 RAN BIRD PESO WITH Pp101-TURP TURF SPRAY 0.83 11/A 1.50 109 3.130 1.565 0000 1301113011TH PESB PFDOD1-TURF TURF SPRAY 0.83 11F /51.50 109 3.130 1.565 ..•WRH RATES.SPACE NO GREATER THAN II'. 3 RAN BIRO PESO MP TROT-TURF TURF ROTOR 0.79 0/0 1.50 114 6.519 3,259 3RON ORD PESO WITH ED101-TURF TURF ROTOR 0.79 P/51.50114 6219 3,259 ,Iw RAN BIRD PESO WITH 10101-TURF TURF ROTOR 0.75 I/O 1.5O 120 5,048 2,524 4.1.1 ORD POSH WITH P0101-TURF TURF ROTOR 0.75 11/01.50120 5.018 2.524 l• lal%.xemv»u BI' TUSPRAY RNGIR AT -4'-15.RADIUS.SOWRE 5 RAN ORD PESO WITH FD101-TURP TURF ROTOR 0.49 in/0 1.50 TWE 8,333 4.166 SPAN ORD PESO WITH F0101-TURP TURF ROTOR 0.49 P/51.50 186 8.333 4,166 `"V wa" SPACED,HEAD 10 P AO COVERAGE.SPACE RD 6 RAN PRO PESO WITH FD101-TURP TURF ROTOR 0.40 11/0 ILO 224 9.424 4.712 PAN BRD PEAR WOO F0101-TURF TURF ROTOR 0.40 11/51.50 224 9.424 4112 GREATER THAI IS. J RAN BIRD PESB PTH F0101-TURK TURF ROTOR 0.40 in/n 1.50 223 11.411 5.705 MAN BPD PESO PTH P0101-TURP TURF ROTOR 0.40 11/01.50 223 11,411 5.705 8 RAN BPD PESB WITH PD101-TURF TURK SPRAY 1.51 N/6 1.50 60 1,20060D 9000 PRO PESO WITH 10101-TURF TURF SPR 1.51 0/n 1.50 60 1,200 600 IN Ab SYMBOL IIMUFACTUR0R/1200I/DESRRPI41 110 ESN 9RAR BIRD PESO PIH FD101-TURF TURF SPRAY 20-45' 1.60 0/110.5019 174.6 873 �I!Dy RUN BIPO 1004-w 10 SERIES NOR 19 30 TOTALS: ION 48,060 24,040 IORAIN BIRD PESO MIH FDI01-TURF TURF ROTOR 25'-45' 0.60 21/60.5050 741.8 370,9 • C OC�q" TUK SPRAY 4.0'POP-w SPRINKLER WITH 11005 BPD PESO WITH IDIOT-TURF TURF ROTOR 25'-15' 0.60 0/00.5050 741.8 370.9 • CO-MOLDED RIVER SEAL.1/2'NOT FEMALE 12RAIN BPD PESO MIH 10101-TION TURF SPRAY IRRIGATION I.8D 0O 0.5019 193.4 96.7 THREADED INLET. MIH NON POTABLE PURPLE RUNTIIME SUMMARY•NON MAINTAINED AREAS(FIRST 24 HOURS) BRAN BOD PESB PIH 1D101-TURF TURF SPRAY PREDATION ISO I/OP0.3019 238.6 119.3 W 14RUN BIRD PESCI PTH 10101-TURF TARP ROTOR 25'-45' 0.60 in/50.5050 741.8 370.9 7GR 14 a1 C. 905 W ISRAN BPD PESB PP 10101-TURF TURF SPRAY RR1DATION 1.60 0/6 0.50 19 157.1 78.5 D l'"'®®® RN BIRO 1804-NP 12 SERIES MPR 9 30 IERNN BPD PESOBPI��PH F0101-TURF T.F F0101-TURF ROPOTDR IRRIGATIONAY 25' 5 0.60 in/n 0.'3050 265.8 370.9 10 w0ui6 1.4011011.NC TURF SPRAY 4.0'POP-UP SPRINKLER PTH 8 JRUN 741 CO-MOLDED WIPER SEAL.lit MPT FEMALE 75 (BRAN BIRD PESB PTH'DOI-TURF TURF SPRAY IRRIGATION 1.60 0/00.5019 285.9 143.0 BEADED INLET. PH NON POTABLE PURPLE 70 AARON ORD PESO WITH P0101 FD101-TARE TURF SPRAY IRRIGATION 1,60 11/60.5019 295.6 147.8 ARAN BPESO MFD FH IDI-TURF TORE ROTOR 25'-45' 0.60 in/110.50 50 791.8 370.9 6600 -, PD 21000 ORD PESB MOH FD101-TARP TURF SPRAY IRRIGATOR 1.6011/60.5019 194.2 97.1 RAN ORD 1604-NR 15 SERIES MPR 27 30 55 22PIN PRE PESB WITH POIAI-TARE TUE SPRAY 25°ASRAPTOR 1.80 M/60.5019 230.5 118.2 ®�®:+'® CORE SPRAY WIPE POP-UP SPRINKLER WITH GMA 50 231205 BPD PESO PTH 10101-TURF TURF ROTOR 25'-45' 0.60 0/00.5050 741,8 370.9 THREADED NLEIER WIFH xONTPOTABLENPT CPURPI.E 40 2.05 BIRD PESO MRH EPP-TURF TURF SPRAY IRRIGATION 1.8011/605019 195.0 975 RAN ORO PESO PIH 83101-TURF TURF$PRAY APGATIM 1.60'P/5 0.5019 236.7 118.3 CAP. 3U ARAN 26000 BAD PESO PIN 10101-TORP TURF ROTOR 25'-45' 0.60.0/605050 741.8 370.9 35 270AIN BIRD PESO PIH F0101-CION TURF SPRAY MO.. 1.60 0/0 0.50 19 249.7 124,8 5.601 Y8OKACTIRER/MOOPL/DESCRPI0N 010 ESN DEE RADIO 20 28R0N BIRD 0E58 PM 10101-TORP TUCK SPRAY RRIGATION 1.8011/60.5019 237.4 118.7 z 15 Pm/op°PLOTS ONLY ARUM BRP PESO PM F0101-TION TANK ROTOR 25'-45' 060 in/n 0.5050 7418 3709 RUN BMD 5004-PC FC-MP 1 45 1.54 31' 10 Pim Y: GPO TOURS93DRAN BRD PESB PIH E0101-TURP TARE SPRAY ROAN 09 1,6D in/n 05019 379.0 189.5 TORY ROTOR.IGD•POP-w,PUSTC RRER. 5100 ANRwM GPM:95.97 32RNN BPD PESB WITH Fp101-TURF TURF SPRAY RPGAiION 1.60 in/5 0.5019 177.6 MB ADJUSTABLE MO FULL COCLE.STANDARD ANGLE ON NRSRS�RR:SN AESSN0ERSR8 33RNN BPD PESB PP 10101-1URF TURF ROTOR 25.-45' 0.60 in/5 O.WA 50 857.7 428.9 w NOZZLE. WITH MON-POTABLE PURPLE COVER, hh .+,HHAA 34RMN BRP PESO WITH EDIDI-TARE MP SPRAY PPGAS' 1,6011/00.5019 295.2 147.6 gOgddb00000000000eog0000b 35RNN BPD PESB PTH PD101-TURF TURF ROTOR 25'-4S' 0.6011/60.5050 857.7 428.9 on RAN BRD R,AO'P FC-MP 17 45 309 36' lime SPRAIN BAD PESO WITH ROHM-TURF TURF ROTOR 25'-45' 0.60 11/00.5050 857.7 428.9 TION ROTOR,4.0'POR-w.MASTIC PKER. 37RAIN BRD PESO WITH FD101-TURF TURF ROTOR 25'-45' 0.60 W90.5050 85).) 428.9 Q 2 ACA/STABLE AND FULL CIRCLE.STANDARD ANGLE ]6RNN BRD PESB wRH FDIOt-TURF TURF POTOR ZS'-a5' 0.60 0/00'70 50 767.4 303.) _ L9 NOZZLE. ERR NON-POTABLE PURPLE COVER. 3SRNN BRO PESB PTH fD101-TION TURF PoTOR 25'-45' 0.60 0/11050 50 76)4 303.7 RUNTIME SUMMARY•ALL AREAS(FIRST 24 HOURS) 4ORNN BIRD FESS PTH F1)101 -FUO TME POTAR 25'-45' D.6011/6 o.30 sO 767,4 383.7 Z 0 RAN BAD 5004-Po,PC-MP Al 45 601 It 100 I- u0 BPI PESO WITH ED101-TORE TURF SPRAY RRRATION 1.60 0/005019 2482 124.1 Q ADJUSTABLE ROTOR,RD' LL CCIRCLE.STAC R6ER. 90 1 1 1 1 42RAI5 BIRD PESB MH PD101-TURF TURF SPRAY RRGATION 1.6D In/5 0.50 19 287,3 143.) I O NOZZLE. AND R-L TALESIANMRD ANGLE 85 L�JI L�JI NOZZLE. PH NOR-POTABLE PURPLE LOVER. RAT.BIRD PEPE0101-IUTURF ROTOR 25'-45' 06 in/5 0.5050 287.4 113. U P 7O 5001 BPD PESO.PP 10101-TURF TARE SPRAY IRRIf TION 1.60 in/n 0.5019 286.4 143.1 75 ISRU4500.2F0101-TURFBMD PESO PH F0101-TURF TIRE SPRAY IRRIGATION 1.60 11/60.5019 287.4 143.7 Z D 0312991. 0MDSACTAFR/MOOPL/0ES0RPTION Of 65 r 46RNN BRD PESB WRx FDI01-NRFTwF ROTOR 25'-45' Dfi0 in/n 0.5050 767.4 113.] M -s.J PPP BIRD PESB TMH 10101-TURF TURF SPRAY IRRIGATION 1.60 0/00.5019 236.3 143.1 J O RUN BIRD PESO WITH FD101-TARE 66 525 191200 BPD PEST PTH 10101-TURF TURF SPLIT IRRIGATOR 1.60 11/00.5019 267.4 143.7 -1/T',Z'PLASTIC INDUSIR E VALVES. LOW ORM 50 MANN ORD PESO WITH F0101-TURF TURF ROTOR 25.-45' 0.6011/60.5050 767.4 363.7 0 FROM(PEPPING WITH SLItt,GLOBE 45 SORUN ARD PESB WITH FORM-TURF TURF SPRAY IRRIGATION ISO SA 11/60.5019 236.2 118.1 Ce COKGURADON. SCRUBBER TECHNOLOGY FOR 40 PRP BR)PESO PITH F0101-TURF TORP SPRAY IRPGAIIOH 1.60 in/00.5019 287.3 11]6 O RELIABLE PERFORMANCE N DIRTY MATER IRRIGATION 35 520421 BARD PESB PH FD101-TURF TURF ROTOR 25'-45' 0.60 0/00.50 50 )6).4 383.7 PIl 000 NS. b 1 53RUN BRD PESO WITH ED101-TURF TURF SPRAY IRRIGATOR 1.8010/60.5019 236.3 118.1 CO PUN PRO 5-NP 3 25 12 54RNN BIRD PESO PH 10101-TURF TURF SPRAY 25°-ASON 1.60:VI,0.5019 287.6 143.8 20 55RAIN BRD PE58 PRH ED101-TURF TARE ROTOR 25'-15' D.60 in/00.9150 767.4 383.7 Q A 1'BRASS DUESOD STA VALVE.WITH IS Pro9rom:ALL AREAS 56RNN ORD PESO PTH NMI-TURF TURF SPRAY PRGATIOI 1.60 11/110.5019 232.4 116.2 LORRO90N N-POTAR S URPLE PEEL COVER,SPRING, 10 MN tile.O PP NEMS OCKMGNON-POTABLE PURPLE RUBBER COVER, 5 MN Mewed GPM.93.97 57RAI5 OM PESO WITH 10101-TURK TURF ROTOR 05-AS' 60 in/50.5054 767.4 183.7 AHD 1-PIECE Boor. D8=12.r2R98='R:s�R<8=12.8=12.8^12:8^12:8^ mama.58RAIN PRO PESO will.P0101ilMP 001URF 1 SPRAY IRRIGATOR 060. in/5 i4 200.3 137'2 3-PORT VALVE n""""""" d 6ORAIN PRO PESO WOO 10101-TARE TURF SPRAY RPMTION 1.6011/00.5019 355.0 177.5 p sSas00000 oovavaaaaa00000000000 sm 62RMJ BPD PESO PTH FD101-TURF TURF ROTOR25'-15' 0.60 1n/60.50 59 22).5 363.2 RAN BMA 300-8PES GLOBE MAH FD102-TURF 3'3' 1 liM 6PRD PESB PM 10101-TURK TUBE SPRAY PMGAIIOPI 1,60 11/00.5019 324.5 112.2 (:) 1•BRASS MASTER ALP,PCH GLOBE 630003RAN BPD PESB WIH FD101-TIF TURF SPRAY IRRIGATION 1.60 0/60.5019 214.0 107.0 COPGURATION. WITH A PATENTED NYLON O6BMD PEF0101-TURF TURF ROTOR TS'-45' 0.60 in/50.50 50 )6)A 115.7 SCREENER TINT.IP A STAPLERS STEEL 6401.111 PIH 65RAN BIRD PESO WITH 10101-TIE TURF SPRAY IRRIGATOR 1.60 0/00.5019 251.5 125.8 SCREEN TO PREVENT BPR BOLD-OR AND CLOGGING. ERROR ORD PESO WITH F0101-TURF TURF SPRAY R1.60'P/60 50 19 251.5 125.8 TOTALS: 1937 74,730 37.190 O K ZUR0 911 3` ' OPERATION AND MAINTENANCE DPWN 6Y REDUCED PRESSURE BACKFLOr PREVENTER. B-SPASM OPERATION 020 NCRINWKF SPRING GMAT-w I. SHUTOMN 010Tv K. rove RAN BIRD ESP-PD-LYM4PE0 SITE LOSS 1 FREOUENGr GUIDELINE210APTC01FNR6CA12 WITH•••TO LEARN M AMY CHANGES TO I. PERFORM YISU4.SWEEP/OUR OR THE ENTRE PROPERTY TO A © Pd/SExSING 1M0-fdfE OECOOER COUNNERCNt 1 1.1. NOT LESS TUN MONTHLY ARO AFTER LARGE STORM EVENTS. STORMWAIER WOMST/REUSE SYSTEM OPERATOR REOREMEUS 1DENTIY: CHECKED BY CONTROLLER. 511 STATIONS.*1 TOO UTANT, 1.2. LRM ARRMA,PERFORM VAAL SWEEP/TOUR Cf THC ENT E WRDATED BY GOVERNING AuTHORm . CONTRACTORS PMKRIO PINK 0WRN SD AREAS *PEDESTAL CASED.PoYIE BLE IN THE METAL PROPERTY TO CENTFY: 2.PEROPI VRUL SWEEP/TOUR Of THE ENTIRE PROPERTY TO 1.2. ANY VA:6CAWER OR CONSTRUCTOR TUT MAT LIVE AFFECTED TIM MALOOLY PEDESTAL CASE. RO EAN.OR THE US MAPEI. 1.2.1. CONTRACTOR WORKING PNPB CONSTRUCTION TO AREAS I. CACI: THE AREAS AFTER HARVEST/REUSE(01110 M INTERNATIONAL.EAROREAN, AUSTRALIAN 1.22. ANY LNOSTOE 51 OR CONSTRUCTION THAT MAT HAVE 2.1. CONTRACTORS WRING PETRi AMEATO)AREAS T. ANY AREAS TUT INT REOURE WEOMTE ATTENTION Q.E. MARKETS. AFFECTED THE T OWRAFER HARVEST/REUSE EOWRKMT 2.2. NK W1DS(API11D OR COMSRNJCTIM THAT MAY LIVE AEECIED MARLRE BREAKS,STATIONS NOT OPEPATRG,ETC) 1,2.3. ANY AREAS TUT MAY REWIRE NMEOMTE ATTENTION(I.E. THE STORMRA12N MAY R000RCUSE COWMEN, 1.4. OMNER-IDENTIFIED ITEMS OF MEREST .uPcnry RRA7 © UNE SURGE RAW CAD SPROTECTOR DECODER DREG,.TO 3 RWIERL BREAKS,STATIONS NOT OPLWATING,ETC) 2.3. AIT(AREAS THAT MAY REOPRE PREDATE ANENT.(LE. 2.RECORD 0 PUP STATION ELECTPCA '91°Oi'ROX THE GROUND NOD OR GROUND PLATE 1.2.4. OWNER-IOENTFEO ITEMS OF*BERME PANNE MEANS,STATORS OCT OPEMINC ETC) 3.RECORD RACER USE TOTALS NA TRANSFER TO RECORD 2.INSPECT STORMMATCR UAVES(/NEUSE PMD(5) 2,1. OPER-OEM8FED MEWS OF MEREST DOCUMENTS RAN BIRD RSD-BEA I 2,1. INSPECT STM/ATM*NETS AND OUTLETS 3. INSPECT STOP RATER UTE51/REUSE P01.51EPTZE PUMP SEAON PER 5AUE UFACIURER'S RECOMRElAION $ RAIN SENSOR,WITH METAL URGING BRACKET, 2.1.1. CLEAR AS NECESSARY 3.2. INSPECT STORM/AMER PLEB AMD OUTLETS 5. MAME PUMP STATION SURKRSBLE ASSEBLY,SECURE RELATED EMICR9M ARE. 2.1.2. RECORD AMD REPORT DEGPAMIIOM,TMELME ACTION AS 3.2.1. CLEAR AS NECESSARY ELEMENTS NU TRANSPORT PRIMP STATIM MSUBMERSIBLE ASSEMBLY NEEOEO 3.2.2. RECORD AND REPORT DEGRADATION,TME ACTION AS TO run STORAGE ® RUN BRD WRKIT 2.2. CNECK FOR SEDIMENT ACCUNU A IOx NEEDED 6. CONNECT STORURA COMPRESSOR RAREST/REUSE DR PP TION ME4 TO UxDSGP PPWTIM NTD MOPERAT N REMOTE. 2.2.1. RECORD A:CUEIIAiIOR}0iµ5 AMO iRANSRR}0 RECORD 3.3. CRECN FOR SED4ER ACCMUUIION M 061801 AL AR 5 ARID PERFORM SYSTEM CYNe15RAR ARYANS PP BIRD SYSTEM OPERATION AND DOCWEMTS 3.3.1. RECORD ACCUNNATION TOTALS AO TRAMPER TO RECORD PRIP0ATIOM ACTMTY PER BEST PRACTICES 220 REGIONAL /CI PAD ALIGNMENT. OPERATES wAEBLE L ESP AND 2.2.2. SR N BARN STALL BE REMOICD UPM WMP REACMMG DOCENTS M RCNIS - 939 SIPR 0 RABRO CONTROLLERS. KI COVES PP ELEVATOR•••OR UP.SGPRFICANT NRn•c0MCE PM 3.3,2. PIANO N BASNI SHALL BE REMOVED UPON REAPPG ] INSPECT STORLIWAER HAAVEST/REUSE 11.0(5) ISSUED RECORD BATTERIES AMA DURABLE PLASTIC CARRYING SYSTEM OPERATOR OR PEREORMKE REUREMEN TS ELEVATOR EN OR UPM SCNWCAMT INTERFERENCE AP 1,1. NSACY AS WEARER MEETS ANT OUTES IM[W4CRRKW RA7 LASE. J. PROP STORPMFR HARVEST/REUSE PAIR STATON RRPECT.. SYSTEM OPERATION OR PFSOREACE REOWEUEMTS 7.1.1. CLEAR AS NECESSAP' 3.1. ASSURE PULP STATOR ELECTRIC*6 E O VMIAL 4 R 1RAMSPOPRP STATION SUBPAR0LE ASSEMBLY FROM WARM 7.1.2. RECORD AND REPORT DEGRADATION,TME ACTION AS RAN ORD FS-150-P 1 3.2. CHECK AID ASSURE OPERATOR OF PUMP LEVEL CONTROLS STORAGE,PLACE 11110 WTOT•STORPOER POND AND CONNECT NEEDED ® I-1/2'FLM SENSOR FOR USE MTH PM ORD 3.3. INSPECT FOR EVCENCE OF CLOGGING,REARM AS NEEDED TO PURR STATION CONTROL CENTER 7.2. CHECK FOR SEDIMENT ACCUMUUTSN x-NA PH 00102-TUN,SITTEEMS.OL,ANO 3.4, RECORD MATER OSE TOTALS AND TRANSFER TO RECORD A.1. ASSURE PRP SEMEN ELECTRICAL IS OPERATIONAL 7.2.1. RECORD ACCUMULATION ROTAS AND CRFNSFER TO RECORD ESP-AMD CENTRAL CORROL SYSTEMS. PLASTIC DOCUMENTS 4.2. CHECK AND ASSURE OPERATION or PUMA LEVEL CORP°. DOCUMENTS ((PVC)MODEL.06.0 GPM. OPERATIC RANGE M 3.5. TEST PUP STATOR CPR..SICC. 4.3. RECORD WATER USE TOTALS NTD TRANSFER TO RECORD ).Z.2. SEDIMENT IN BASIN SHALL BE REMOVED UPON PACINK' 5.0 GPM TO 100.0 GPM.SENSORS SHOULD BE 3.5.1. ACUUST SCRIMPS AS NECESSARYDOCUMENTS ELEVATION•••OP UPON SCROCAMT RICRERENCE WITH ISSUE DATE SIZED FOR FLM RL RATHER PP PPE SIZE. 4.PER .REUSE-SKEN INSPECTOR 4.4. TEST PUP STATOR OPERATOR SYSTEM°REPAY..OR PERFORMANCES 0001 ME0TS 4.1. STATEN-BY-PATEN MAK-11ROGN,COCK AND RECORD: IAT. MJU51 SETTINGS AS NECESSARY 8. FURASR YEAR END REPORTRC PRORATION AS REOIARED BY••• 4.21-2017 BOOSTER PUMP 1 4.1.1. PROPER PRS PLUGGED ONCE OPERAT OR 5. Cd4LETE 11245 4,5,6 8 7 1RM N-SEASON°PRATION MQ ORAS MANNED BY GOVERNING ORHOPY e 1 4.1,2. BRACED OR D OR PRCKD 1E4 9011 DEICES 116B�tlk6L TASK LST(ABOVE) P00/ECT NUMBER WATER METER 2' ❑Y BACK-UP MUMLRA WATER 4.1.5. PROEMS MDT ED TO OVATION 4.1.4. WET RDAS DUE TO LATERAL OR RROPED U SPAS POSSIBLY 1216-II1$-02 PONT O CONHECOGN 2-1/2• AFFECTING G 00601 11 REI POND 1 SIORMMIER 1 5. PERK.REPAIR AS RECORDED FROM RAK-THROUGH 00001X0 SEAL T 6. ASSESS CONTROLLER PROGRAMS 081D CONTROLS OPERATOR. 0002101 LRCM UNC:POLYETHYLENE ANON PVC CLASS 200 5,353 L.P. 6.1. CHECK,.NST/NO REPAIR PIN SENSOR AS NECESSARY CALL BEFORE YOU DIG I NO SCALE POLYETHYLENE SDR-7 w TO 1-1/4,THEN PVC 6.2. PR.AL PROGRMANG FOR PROJECT REWREMENTS CLASS 200 500 21 FOR 1-1/T'AM LARGER. 6.2.1. STMT TIMES THE PEG.,11011FICATION ESOTA DNR+£ DENIER ENT TO NOTIFY ST TH NAME 6.2.2, PRO MS IUSncss O.re Dur * SHEET RRGATGN WNILINE:POLYETHYLENE AND PJC CLASS 200 2,363 L.F. 6.2.3. PROGRAM OAK A ORTEE/+IIa)V M0 MYS 63A. DOCUMENT PRocRAMIAG GRANGES,TRANSFER TO RECOU P �N MOAT°Ex IRRNSATION NOV TOPi 3N1Clu TOO a L PRE SLEEVE:PVC SCHEDULERP 40 57.3 L.F. 6.12 VERIFY SYSTEM R SEI TO OPERATE Y1 GOPHER STATE DETAILS SLEEVE PPE PALL FOR RPGATIN PIPE. PIPE 6.4. SECURE ENCLOSURES 020 GROPERS TO PREVENT IAMPEMG THESE PLANS HAVE NOT BEEN APPROVED 7EfF. ONE CALL SLEEVE SPE STALL ALLOW FOR EARLY PIPING ww, SHEET TURNER AND THEM RELATED CWPLNGS TO EARLY SUP OR NAILAfL FROM"TATE". AND ARE SUBJECT TO CHANGE, �il� Me•4m etaorA THROUGH SLEETRG MATERIAL. ENTERO SLEEVES 7.DOCUMENT SITE VETT NPD CO TACT•••RPM CONCERNS RELIED 1.800-252.1186 16 RICHES POND EDGES O PANNE OR TO STORPPTER UBVEST/PEUSE SYSTEM. [7 22'1 CONSTRUCTOR 1 R ,