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2005.04.11 PC Meeting PacketCRYSTAL PLANNING COMMISSION AGENDA SUMMARY April 11, 2005 7:00 p.m. Crystal City Hall — Council Chambers 4141 Douglas Dr N I_��_l��r�Z�7:�•1�:� B. APPROVAL OF MINUTES ■ February 14, 2004 regular meeting* ■ February 14, 2004 work session* C. PUBLIC HEARINGS 1. Consider Application 2005-01 for Lot Division to divide 4916 Bernard Avenue North into two parcels.* D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION 1. Staff preview of likely agenda items for May 9, 2005 meeting. G. OPEN FORUM H. ADJOURNMENT *Items for which supporting material will be included in the meeting packet. Page I of 2 CRYSTAL PLANNING COMMISSION FEBRUARY 14, 2005 A. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 p.m. with the following present: Sears, Davis, Nystrom, Whitenack, VonRueden, Krueger, Hester, Atkinson, and Strand. Also present were the following: Planner Sutter, Recording Secretary Matthews, and Council Liaison Bowman. B. APPROVAL OF MINUTES Moved by Commissioner Nystrom and seconded by Commissioner Strand to approve the minutes of the January 10, 2005 regular meeting. Motion carried C. PUBLIC HEARINGS None D. OLD BUSINESS None E. NEW BUSINESS Planner Sutter indicated staff is not aware of any applications for the March meeting, but the deadline isn't until 4:30 p.m. Friday, February 28th F. GENERAL INFORMATION None G. OPEN FORUM None H. ADJOURNMENT Motion to adjourn by Commissioner Krueger and seconded by Commissioner Nystrom to adjourn. Motion carried. The meeting adjourned at 7:03 p.m. Page 2 of 2 Chair Davis Secretary Strand Page 1 of 1 CRYSTAL PLANNING COMMISSION WORK SESSION FEBRUARY 14, 2005 A. CALL TO ORDER The Crystal Planning Commission convened in work session at 7:07 p.m. with the following present: Sears, Davis, Nystrom, Whitenack, VonRueden, Krueger, Hester, Atkinson, and Strand. Also present were the following: City Manager Norris, Community Development Director Peters, Planner Sutter, Code Enforcement & Zoning Administrator Zimmermann, Recording Secretary Matthews, Council Liaison Bowman, and City Attorney Mike Norton. B. PLANNING COMMISSIONER INTRODUCTIONS Chair Davis asked each participant for a brief statement about their background and interest in the Commission. C. DISCUSSION ITEMS 1. City Attorney Mike Norton of Kennedy & Graven made a presentation and answered questions about land use law and the Planning Commission's role. 2. Staff made presentations regarding the status of the Bottineau Boulevard/County Road 81 project and the Crystal Airport. 3. The Commission discussed having a Planning Commissioner serve on the Community Advisory Committee for the Bottineau Boulevard Partnership. Commissioners VonRueden and Hester expressed interest. D. ADJOURNMENT The work session adjourned at 9:35 p.m. Chair Davis Secretary Strand M E M O R A N D U M DATE: April 7, 2005 TO: PI ning Commission (April 11th meeting) FROM: John Sutter, Planner and Redevelopment Coordinator SUBJECT: Public Hearing: Consider Application 2005-01 for Lot Division to divide 4916 Bernard Avenue North into two parcels. A. BACKGROUND 4916 Bernard Avenue North (P.I.D. 09-118-21-11-0006) is located between 4924 Bernard and Twin Lake. The co -applicants (R. Kirby Kitchener and David Baumann) together with the property owner (Peter C. Bruske) are proposing to divide the subject property into two parcels. The west parcel would include the existing single family house currently addressed as 4916 Bernard. The east parcel would be available for construction of a new house with a proposed address of 4908 Bernard. The subject property is part of a 1951 plat entitled Carlson's Crystal Oaks. On the plat, the shoreline of Twin Lake is shown as a north -south line. In fact, the shoreline is irregular and at a lower elevation than shown in the plat. If the south lot line is extended east, it intersects the ordinary high water mark at approximately 50 feet into the lake shown on the plat, and the shoreline at approximately 146 feet. If the north lot line is extended east, it intersects the ordinary high water mark at approximately 60 feet into the lake shown on the plat, and it does not appear to intersect the shoreline at all. In 2004, the owner of the subject property initiated legal proceedings to clarify ownership of the additional land that now exists due to the lake level being much lower than shown in the original plat. An agreement was reached among the city, the owner of the subject property, and the owner of the property to the north. This agreement extended the subject property's south lot line east to the lake, thus clarifying the fact that both the city's Bernard Avenue right-of-way and the subject property extend directly to the lake. This agreement also extended the north lot line at a slight angle so it intersects the shoreline approximately in the middle of a small embayment, thus providing shoreline for both the subject property and the property to the north. At this time, the owner of the property to the north has not signed this agreement. The legal descriptions under Scenario "A" (see Exhibit A) are as they exist now in reference to the plat of Carlson's Crystal Oaks. The legal descriptions under Scenario "B" (see Exhibit B) are as they would be if the 2004 agreement comes into force. In the absence of such an agreement, this application is proceeding under Scenario "A". LOT DIVISION - 4916 BERNARD PAGE 1 OF 5 The following Exhibits are attached: A. Proposed legal descriptions under Scenario "A". B. Proposed legal descriptions under Scenario "B". C. Narrative submitted by applicant. D. Comments from City Engineer. E. Excerpt from Henn Co property tax records. F. Excerpt from plat of Carlson's Crystal Oaks. G. Aerial photo (taken 2000). H. Lot Split Sketch / Survey — Scenario "A" (current legal description). I. Grading, Drainage Utility and Erosion Control Plan — Scenario "A" (current legal description). J. Lot Split Sketch / Survey — Scenario "B" (legal description per Hennepin County District Court case #A-31663). K. Grading, Drainage Utility and Erosion Control Plan — Scenario "B" (legal description per Hennepin County District Court case #A-31663). L. Grading, Drainage Utility and Erosion Control Plan — Notes and Details for either scenario. In accordance with 505.13 Subd. 3, the proposed lot division requires City Council approval. Prior to Council consideration, the Planning Commission must hold a public hearing on the matter. Notice of the public hearing was published in the Sun Post on March 31, 2005 and mailed to all property owners within 350 feet of the property in accordance with 505.17 Subd. 4. At the April 11, 2005 meeting, the Planning Commission will hold the public hearing and may make a recommendation for the City Council to consider at its April 19, 2005 meeting. B. STAFF COMMENTS 1. Overview. The proposed lot division would create two lots. "Parcel A" (hereinafter referred to as 4916 Bernard) would accommodate the existing house and detached garage. "Parcel B" (hereinafter referred to as 4908 Bernard) would accommodate construction of a new house. The subject property is guided and zoned R-1 Low Density Residential. Single family houses are permitted uses in the R-1 district. 2. Lot requirements. Section 515.33 Subd. 5 requires a minimum width of 60 feet, a minimum depth of 100 feet and a minimum area of 7,500 sq. ft. Both lots would meet these requirements: PROPOSED LOT LOT AREA DESCRIPTION OF ADDRESS WIDTH DEPTH (sq. ft.) PROPOSED USE 4916 Bernard 110.00 116.96 12,866 existing house 4908 Bernard 124.99'" 116.96 14,617 new house 'These figures are based on the plans submitted under Scenario A". Both proposed parcels would comply with the lot requirements in the R-1 district. LOT DIVISION - 4916 BERNARD PAGE 2 OF 5 3. Setbacks. Both parcels' front yards would face south towards Bernard Avenue. Minimum setbacks are established in Section 515.33 Subd. 8, as follows: ■ Front (south): 30 feet ■ Rear (north): 30 feet ■ Sides (west and east): 5 feet Both the existing house at 4916 Bernard and the new house shown as proposed for 4908 Bernard would comply with minimum setbacks in city code. 4. Proposed location of new house. The proposed new house location at 4908 Bernard would comply with city code, except that it would require filling in Flood Zone "A", which is the zone of the 1 % or greater annual chance flood (often called the 100 year flood"). The elevation of the flood zone on the subject property is 856 feet. An obvious way to reduce the need for filling in the flood zone would be to shift the house closer to the west side lot line. With a 36.52 foot setback shown but only a 5 foot setback required by the city, there should be sufficient space to resolve this problem by shifting the new house location to the west or modifying the plan of the new house 5. Rear Yard Coverage. Limitations on building and structure coverage in the rear yard are established in Section 515.33 Subd. 7, as follows: COVERAGE 4916 BERNARD: 4908 BERNARD: LIMITATIONS MAXIMUM EXISTING MAXIMUM PROPOSED 20% building coverage 1,003 sq. ft. 574 sq. ft. 1,425 sq. ft. [nothing] 40% structure coverage 2,006 sq. ft. 706 sq. ft. 2,850 sq. ft. [nothing] 6. Infrastructure. Both parcels would be served by existing water and sanitary sewer along Bernard Avenue. All utility connections will be at the expense of the builder of the new house at 4908 Bernard. The street is tentatively scheduled for construction in 2009 as part of the Phase 10 Cavanagh Oaks neighborhood street reconstruction project. City staff recommends that Bernard Avenue be extended as part of Phase 10 instead of having it built as a separate project now. The City Engineer's memo (see Exhibit D) lays out the reasons to waive the standard street construction requirements in this case, in accordance with Section 505.21 Subd. 3. 7. Park Dedication Fee. As required by Section 510 of City Code, a park dedication fee of $1,000 for the new house at 4908 Bernard must be paid upon approval of the lot division. Park dedication fees are used to make capital improvements to the park and recreation system. 8. SAC charges. For construction of the new house at 4908 Bernard, the builder will need to pay the standard regional Sewer Availability Charge levied by Metropolitan Council Environmental Services. This is handled as part of the building permit process. LOT DIVISION - 4916 BERNARD PAGE 3 OF 5 C. SUGGESTED FINDINGS OF FACT AND CONDITIONS FOR APPROVAL The proposed lot division would be consistent with the requirements of Crystal City Code if the following conditions are met: Except as provided for under Section 515.61, grading, filling, or structures of any kind are prohibited on any part of the property at or below the 856 foot contour, which represents the elevation of the 1 % chance flood (100 year flood") determined by the Flood Insurance Study for the City of Crystal. 2. The new house shall be shifted west sono land disturbing activities occur at or below the 856 foot contour. 3. In accordance with the City Engineer's memo (see Exhibit D), it is in the best interest of the city to waive the requirement for immediate construction of a public street to serve the subject property. Section 505.21 Subd. 3 allows such a waiver to be granted for improvements the city may itself undertake. Therefore, in lieu of the normal requirements, the property owner shall enter into an escrow agreement and provide a cash escrow deposit to the city, to guarantee construction of the street and other requirements of Section 502.21. The escrow amount for the street shall be determined by applying the Phase 7 street reconstruction project assessment formula to each of the two parcels plus a 10% contingency. At the time the street project is ordered, the owner of each parcel shall receive a refund of the escrow plus interest earned. The city will not record the lot division resolution until the Site Improvement Agreement is executed and the financial surety is provided. 4. The city will not record the lot division resolution until it has received the $1,000 park dedication fee under Section 510.09. 5. The city will not issue a building permit for the new house until the Sewer Availability Charge is paid. 6. A reforestation and landscaping plan shall be submitted to the City Forester for review together with the house plans and other required submittals for a building permit application. An amount for tree replacement will be added to the escrow required by Condition #3 above. 7. A hard surfaced driveway shall be installed from the new house's garage at 4908 Bernard to connect with the existing unpaved street in a manner substantially similar to what is shown in the grading, drainage and erosion control plan. However, the City Engineer may require the part of the driveway in the street right-of-way to be narrower than shown. More detailed driveway plans shall be submitted together with the house plans and building permit application. The applicants and property owner are advised that portions of a driveway located in the street right-of-way may be used by the public. LOT DIVISION - 4916 BERNARD PAGE 4 OF 5 8. Private utility services (gas, electric, telephone, cable, etc.) shall be underground. In the event that private utilities are not available at the boundaries of 4908 Bernard, any extensions of those private utilities necessary to reach 4908 Bernard shall also be underground. 9. The applicants and property owner are advised that the city's Bernard Avenue right-of-way extends to Twin Lake, that public use of these areas has occurred historically and will continue, and that the city may in the future install public improvements and facilities in the right-of-way including but not limited to a planned fishing/wildlife observation pier and means of access thereto. D. RECOMMENDATION Staff recommends approval of Application 2005-01 for Lot Division to divide 4916 Bernard Avenue North into two parcels, including the findings of fact and conditions of approval found in Section C of this report. The Planning Commission is asked to make a recommendation on the request for City Council consideration. The City Council would consider a resolution approving the requested lot division at its next regular meeting on April 19tH LOT DIVISION - 4916 BERNARD PAGE 5 OF 5 Legal Description of Existing Parcel - Scenario "A" Lot 4, except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota. Proposed Legal Descriptions for New Parcels — Scenario "A" Parcel A (4916 Bernard Avenue North): The west 120.00 feet of Lot 4, except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel B (4908 Bernard Avenue North): That part of Lot 4, except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, which lies east of the west 120.00 feet of said Lot 4. EXHIBIT A Legal Description of Existing Parcel - Scenario "B" .� Lot 4, except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, together with additional lands that have been added by accretion and are properly described as lying between two lines described as follows: Line 1: Commencing at the Northwest corner of said Lot 4; thence Easterly along the North line of said Lot 4 to its intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS which is the point of beginning of the line to be described; thence Southeasterly, deflecting to the right 11 degrees 00 minutes 00 seconds to the current shoreline of Twin Lakes and said line there terminating. Line 2: Commencing at the Southwest corner of said Lot 4, thence Easterly along the South line of said Lot 4 to an intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS, which is the point of beginning of the line to be described; thence continuing along the easterly extension of said south line of Lot 4 to the current shoreline of Twin Lakes and said line there terminating. (NOTE: This description is subject to review by the Hennepin County Examiner of Titles.) Proposed Legal Descriptions for New Parcels — Scenario "B" Parcel A (4916 Bernard Avenue North): The west 120.00 feet of Lot 4, except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel B (4908 Bernard Avenue North): That part of Lot 4, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, which lies east of the west 120.00 feet of said Lot 4, together with -additional lands that have been added by accretion and are properly described as lying between two lines described as follows: Line 1: Commencing at the Northwest corner of said Lot 4; thence Easterly along the North line of said Lot 4 to its intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS which is the point of beginning of the line to be described; thence Southeasterly, deflecting to the right 11 degrees 00 minutes 00 seconds to the current shoreline of Twin Lakes and said line there terminating. Line 2: Commencing at the Southwest corner of said Lot 4, thence Easterly along the South line of said Lot 4 to an intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS, which is the point of beginning of the line to be described; thence continuing along the easterly extension of said south line of Lot 4 to the current shoreline of Twin Lakes and said line there terminating. (NOTE: The proposed descriptions for Parcels A and B are subject to review by the Hennepin County Examiner of Titles.) EXHIBIT B City of Crystal Attn: John Sutter (City Planner) 4141 Douglas Dr. N. Crystal MN 55422 This letter serves as a letter of intent for the property located at 4916 Bernard Ave N in Crystal MN 55429 (PID# 0911821110006). We, the new buyers, David P Baumann and R. Kirby Kitchener, are proposing to sub divide the said parcel into 2 lots. The west lot contains the existing home (see parcel A). The proposed east lake front lot would have a tentative plan to build a new home, while also improving the grounds around that proposed home (see parcel B). We would like to work with the city in beautifying the public access area directly to the south of which is now in front of 4916 Bernard Ave. The proposed home on parcel B will meet all set back requirements required by the city of Crystal and Hennepin County as well as water and sewer requirements. We feel that this lot sub division would increase the adjoining and area owners' property values. Please note that we have enclosed two proposed property lot surveys with different legal descriptions (A & B). (A) is the original property description per certificate of Title #396591 filed in Hennepin County and (B) is a new proposed legal description which has not yet been filed with Hennepin County. We understand that the previous home owner, Peter C Bruske petitioned district court (case #A-31663) to get additional land added to his legal description due to lake recessions. We also understand that Mr. & Mrs. Lloyd H Olson who live on the north adjacent street on 52" d Ave N were disputing this proposed addition of acceded land to be added to Mr. Bruskes legal description. We understand from the surveys that the Bruskes were kind enough to give the Olson's what looks like part of their land (see survey sketch B north east corner) giving the Olson's lake access. This stipulation was to be signed off on and filed before Mr. Bruske put his home up for sale, however it was not. We now understand that the Olson's after going through the district court process and agreeing to sign the proposed added legal description are no longer willing to sign: therefore, stopping the filing process at Hennepin County. EXH;B/T C Mr. Kitchener and Baumann consulted with a real estate attorney and also spoke with the city of Crystal pertaining to this matter. Mr. Bruskes' property lines on the north and south go directly to the lake and beyond into the fake (riparian rights). Therefore Mr. Baumann and Mr. Kitchener would like to accept the original property description filed at Hennepin County Title #396591. This is the reasoning behind submitting the 2 (A& B) lot surveys. If Mr. & Mrs. Olson would reconsider signing the second proposed legal description, giving thein lake access, we would be willing to consent to the new legal description. Time is of the essence and we would like to put this matter behind us and move forward. Sincerely; f 05 R. KiY Kitchener Date David P Baumann Date -----Original Message ----- From: Tom Mathisen Sent: Wednesday, April 06, 2005 12:08 PM To: John Sutter; Patrick Peters Cc: Mick Cyert Subject: 4916 Bearnard Ave. Lot Split - Bruske Property The Engineering Department has reviewed the proposed split. Because Bernard Ave. is unimproved east of Quail Ave., it would be typical that the proposed split and new house construction would trigger the improvement of this section of Bernard Ave. However, the streets in this neighborhood are currently scheduled to be rebuilt in 2009 as part of the Cavanagh Phase 10 project. It would probably be in the City's best interest to delay the improvement of this short section of Bernard Ave. until it can be included as part of the larger project. The main reason is it would be difficult to design this small section of Bernard without designing Quail Ave for the larger project. There may also be drainage issues that won't be known until Phase 10 is designed. The are also cost implications. The estimated cost to do such a short section of street is approximately $47,586. This is probably nearly double what it would cost if done as part of the street project. It would be better to have the developer escrow funds, maybe the amount that the assessments would be for the street project plus a contingency. Tom M. EXHIBIT D Hennepin CountVo MN us 1' Property Information Search Result r The Hennepin County Property Tax web database is updated daily (Monday - Friday) at approximately 9:15 p.m. (CST) Search By. Parcel Data for Taxes Payable 2005 Click Here for the 2005 State Copy to be used when filing for the 2004 M-1 PR State Refund s�`+. CESS . �,..„.. Limited Market Value: Property ID: 09-118-21-11-0006 Taxable Market Value: Address: 4916 BERNARD AVE N Total Improvement Amount: Municipality: CRYSTAL HOUSE or BUILDING School Dist: 281 Construction year: 1952 #: Watershed: 0 Parcel Size: 235 X 116.95 49161 _..._._... _ Sewer Dist: STREET NAME: Owner, Name: PETER C BRUSKE ETAL (at least first 3 characters) Taxpayer Name PETER BRUSKE bernard ave,n & Address: 4916 BERNARD AVE U--N`I-T--# (if applicable) MINNEAPOLIS MN 55429 Most Current Sales Information search dear Sales prices are reported as listed on the Certificate of Real Estate Value and are not warranted to represent arms -length transactions. records per page NO SALE INFORMATION ON FILE FOR THIS PROPERTY. Tax Parcel Description Addition Name: CARLSONS CRYSTAL OAKS Lot: 004 Block: 001 Metes & Bounds: THAT PART LYING E OF W 10 FT THEREOF Abstract or Torrens: TORRENS Value and Tax Summary for Taxes Payable 2005 Values Established by Assessor as of January 2, 2004 Estimated Market Value: $180,500 Limited Market Value: $180,500 Taxable Market Value: $180,500 Total Improvement Amount: $2,500 Total Net Tax: $2,275.28 Total Special Assessments: Solid Waste Fee: $28.78 Total Tax: $2,304.06 Property Information Detail for Taxes Payable 2005 Values Established by Assessor as of January 2, 2004 Values: Land Market $77,000 EXHIBIT E Hennepin County,, ISN Click on neap to view infoniiation on adjoining properties Scroll down to see property address, value & tax info ZOOM LEVEL 1 Lim wW] Last update: 4/5/2005 at 9:00 AM READ IMPORTANT DISCLAINIER 1NFORAI IAT[ON BELOW Property 1D pproxi'mate Approximate Property Perimeter Property Area 09-118-21-11-0006 703 ft. 27,755 sq.ft. = 0.637 acres Property Address Market Value Total Tax (2005) 4916 BERNARD AVE N CRYSTAL, MN 55429 $ 180,500 $ 2,304.06 Click on Property Information Button below to view main tax infornnation page for the property you have selected MARCH BY PWPMW The data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an accurate survey performed by a licensed land surveyor. The perimeter and area (square footage and acres) are approximates and may contain discrepancies. The information on this page should be used for reference purposes only. Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of this information or its derivatives. Please report any map discrepancies to Bob Moulder (Hennepin County Survey Division) at (612) 348-2618 or via e-mail at Bob.Moulder co.hennepin.mn.us The quality of the display may be influenced by your screen size and resolution setting and is best viewed at 800x600 screen resolution. This application requires Internet Explorer 3.02 or Netscape 2.01 or later version for proper operation. Copyright © 2004 Hennepin County i � 1 V t A I f ZOOM LEVEL 1 Lim wW] Last update: 4/5/2005 at 9:00 AM READ IMPORTANT DISCLAINIER 1NFORAI IAT[ON BELOW Property 1D pproxi'mate Approximate Property Perimeter Property Area 09-118-21-11-0006 703 ft. 27,755 sq.ft. = 0.637 acres Property Address Market Value Total Tax (2005) 4916 BERNARD AVE N CRYSTAL, MN 55429 $ 180,500 $ 2,304.06 Click on Property Information Button below to view main tax infornnation page for the property you have selected MARCH BY PWPMW The data contained on this page is derived from a compilation of records and maps and may contain discrepancies that can only be disclosed by an accurate survey performed by a licensed land surveyor. The perimeter and area (square footage and acres) are approximates and may contain discrepancies. The information on this page should be used for reference purposes only. Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or misrepresentation of this information or its derivatives. Please report any map discrepancies to Bob Moulder (Hennepin County Survey Division) at (612) 348-2618 or via e-mail at Bob.Moulder co.hennepin.mn.us The quality of the display may be influenced by your screen size and resolution setting and is best viewed at 800x600 screen resolution. This application requires Internet Explorer 3.02 or Netscape 2.01 or later version for proper operation. Copyright © 2004 Hennepin County L OAK S G R U V E L O T eter-9 Lake -Side Grove M Ti0 liC 710 4 3 ; t w N O. i I %d 17 ; 1S T 19 to �s.a 76:0 leo 73.0 A V E N U E SchasFer-s Lake Side Grove i �L_ i C7 R 0. EXHIBIT F I hsvr our✓eyed s/7d pi fyled The //mrd ds,cr/bsd in fh♦ Above dedleit/ol? " CARL SOA cvrritf riprt:en�ifion - e/' trid survey; fhsl f// ditfince� sr� 0 -fid 91W in 001701inf lit/ And decirne/t V�' 0 400'.'/ !hAl fhe n�onu�r+en�s lite% mm"U"I'" N O. i I 30 Mo 1 --73.0- .-1 3 4 L A K E so t �►o i EXHIBIT F I hsvr our✓eyed s/7d pi fyled The //mrd ds,cr/bsd in fh♦ Above dedleit/ol? " CARL SOA cvrritf riprt:en�ifion - e/' trid survey; fhsl f// ditfince� sr� 0 -fid 91W in 001701inf lit/ And decirne/t V�' 0 400'.'/ !hAl fhe n�onu�r+en�s 7-3 EX HI I T G F H PROPOSED A 20.00 foot easement over, under and across that part ofthe west 120.00 feet of Lot 4, Block I, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, lying 10.00 feet on each side of a line drawn from a point on the south line of said Lot 4 distant 23.01 feet westerly of the southeast corner of said west 120.00 feet of Lot 4, to a point on the east line of said west 120.00 feet of Lot 4 distant 26.97 feet northerly of said southeast corner of sold west 120.00 feet of Lot 4. The side lines of said a ent shall be prolonged or shortened to terminate at said south of Lot 4, and at said east line of the west 120.00 feet of Lot 4. J 11L 'r W CORNER OF LOT 4 0 ET MAC NAIL , eee.a ege.ln �. e w S8842'51 Lr 235 OOI TH LIN of LOT 4 / NCE 0.31 R. EAST n _ loc. //0.0/Ic�]7 4 I 68 00 I .I bl V \ - f99 -f TY EMEI. P°LA, CARLSOry5 cls !, ,,tm 2 5 / p _ baa \ C� 1 \ �,, x'Fwe I I ,;. , / 1 t«n IT•Fe1H s U GARAGE _ I.lecill i led 0 � •°° z.�� 4. • P-A!Ec 1 el A I: 1 F, T��] emuH40.00 HOUSE OUSE }® I6 BERNNAgDf' I I 1 .lase \ d , AVENUE N. pes. 2900 \ ry;Mx]. B 1Wj o a4 "" �\,�{ I ° f�l iy. I 11 I OE 1' \'p PPHcru I R \ a i CtiV,"I. GARA am o -n ti� II I Je ~eme i re.2 Y� 9 I 36.52 69. I 120.00 _ a N � � 1 s I ar I I s NCE 0.1 �. WEST I � � y � T. FT. CHI(IN LltI �( FEN I24,9I I bii n • /oi II 19 ' 76. �FS:l7AG NAI .en _452-A- '-42'51 00 :"'.-r-=•. �2 5/ "N" 235.00- iN LrE OF OT 4 I J b Net a;A e f M 'ef. a Tom- i s t-`Toow- Nv-.' e-°p°ie {�-� I M» \ - ✓ ` _ sb] e 1 '-CENTERLINE RERNAR A Tno eic � \ J R. CHAIN LINK FENCE NOTES: 1.) Location and sizes of underground utilities shown hereon are approximate only and ore shown based on field location of visible fixtures In combination with avollable data provided by various sources. Some underground utility locations ore shown a marked onsite by those utility ! FfFNO omponies whose locators responded to our Gopher State One Call, ticket AC Denotes air conditioner ', umber 50028969. Utilities shown are dependent on the completeness and CB Denotes catch basin ' accuracy of data provided. Other underground utilities of which we are EM Denotes electric meter unaware may exist. Verify all utilities critical to construction or design. GM Denotes gas meter i 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite GW Denenotes guy wire D Dotes fire hydrant location of utilities prior to any excavation. IEHYDenotes edge of ice elevation 3.) This survey was prepared without the benefit of current title work. INV Denotes invert elevation f Easements, appurtenances, and encumbrances may exist in addition to MH Denotes manhole ' those shown hereon. TMs surveyis subject to revision upon receipt of a PP Denotes power pole f p p RCP Denotes concrete pipe current title Insurance commitment or attorney's title opinion. SAN S Denotes sanitary sewer ST S Denotes storm sewer 4.) Areas: VCP Denotes clay pipe Parcel A: 12,866 Sq. Ft. or 019 Ac. W Denotes water line Parcel 8:14,617 Sq. Ft. or 0.34 Ac. Total: 27,483 Sq. Ft. or 0.63 Ac. CED Denotes Cedar tree PINR Denotes Red Pine tree PINW Denotes White Pine tree SPCG Denotes Colorado Green Spruce tree BENCHMARKS: 1.) Top of top nut of fire hydrant located on the east side of Quail Avenue N. at 51st Avenue N. Elevation = 875.47 feet 2.) Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and Quail Avenue N. Elevation = 872.73 feet 200$-119-9 561/06,41 T.118, R.21, 5.09 2001119602.d.9 TLS IRON PIPE RLS \`b, 118N, 0.78W) ]N PIPE RLS 16456 ,? OVERALL PROPERTY DFSCRIP710N (Per Certifcate of Title No. 396591) Lot 4 except the west 10.00 feet, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, PROPOSED DESCRIPTIONS Parcel A: The west 120.00 feet of Lot 4, except the west 10.00 feet, Block I, CARLSON'S CRYSTAL OAKS, .[carding to the recorded plot thereof, Henncpin County, Minnesoto. Parcel B: That part of Lot 4, Block I, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, which lies cost of the west 120.00 feet of said Lot 4. (NOTE: The proposed descriptions for Parcels A and B ore subject to review by the Hennepin County Examiner of Titles.) es v \ go w1e 1.4 ecao e} Y x" •ms�i \ b eoI le I e� f 0 •\ 1 SET IRON PIPE RLS 16456 _SET IRfIfJ PIPE RLS 16456�%�2 -•� (_ - f ON PIPE RLS IT .�4/. • �.. We hereby certify that this is a true and correct representation of a survey of the boundarles of the land above described and of the location of all buildings, if any, from or on said land. Dated this 14th day of March, 2005 SUNDE LAn�URrVE�Y!N'�,R.L.S. Minn. Reg. No. 16456 L A K E S WATER ELEVATION= 851.5 FEET JULY 9, 2001 EXHIBIT H N 20 0 20 40 SCALE IN FEET we�eo•, � er I �1 Morin9 iifle: LOT S%JT SKETCH F0 - MR DA WD SA UMA AN AND R. K/RSYK/TCHENER u .Pof: 0i00 L:nal SnrvepinR� LLC. a-°ww°r 9001 foal &oaninglon h eray (JSW)• Sidle 11 T�fll9B02. dwg JB1 cunde95191881-24- F- .12 -BBB -9526 •14: e S -1 l a % Pi IL* � 0.12� 1-BBe-25B-0808 NATIONWIDE NUMBER 1-868-258-tG08 CALL BEFORE YOU DIG SEE ADDITIONAL NOTES AND DETAILS ON SHEET C2 K E Y N O T E S 1a- THE MINIMUM DEPTH OF COVER FOR SANITARY SEWER WITHOUT INSULATION IS 6 FEET. INSULATE SANITARY SEWER SERVICES AT LOCATIONS WHERE THE DEPTH OF COVER IS BETWEEN 5 AND 6 FEET. PROVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ON THE PIPE. INSTALL THE INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATERIAL. USE HIGH DENSITY, CLOSED CELL RIGID BOARD MATERIAL EOUIVALENT TO DOW STYROFOAM HI -40 (MNDOT 3760) PLASTIC FOAM INSULATION. 2O- PROVIDE BLOCK COURSE UP TO 866.50 ELEVATION TO ALLOW FOR FILL AGAINST BUILDING WALL ABOVE GARAGE FLOOR ELEVATION FOR SEWER FROST COVER. P& EJECTOR PUMP REQUIRED FOR LOWER LEVEL SAN. S. 05-617 T. , R. , S. M'AT DRAWING: \\Server\Projects\2005\/05-617 David Baumann\2005-03-10\05617c10.dwg LAYOUT: CIO XREF: SURVEYS; XREF: SURVEYA BENCHMARKS: 1. Top of top nut of fire hydrant located on the cost side of Quail Avenue N. at 51st Avenue N. Elevation — 875.47 feet 2. Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and Quail Avenue N. Elevation - 872.73 feet }..✓��.� lit • �Le l k eei u'" I ji �.•3'• rytu ?` .8810 I y i I Yens °e7na SEE ADDITIONAL NOTES AND DETAILS ON SHEET C2 K E Y N O T E S 1a- THE MINIMUM DEPTH OF COVER FOR SANITARY SEWER WITHOUT INSULATION IS 6 FEET. INSULATE SANITARY SEWER SERVICES AT LOCATIONS WHERE THE DEPTH OF COVER IS BETWEEN 5 AND 6 FEET. PROVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ON THE PIPE. INSTALL THE INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATERIAL. USE HIGH DENSITY, CLOSED CELL RIGID BOARD MATERIAL EOUIVALENT TO DOW STYROFOAM HI -40 (MNDOT 3760) PLASTIC FOAM INSULATION. 2O- PROVIDE BLOCK COURSE UP TO 866.50 ELEVATION TO ALLOW FOR FILL AGAINST BUILDING WALL ABOVE GARAGE FLOOR ELEVATION FOR SEWER FROST COVER. P& EJECTOR PUMP REQUIRED FOR LOWER LEVEL SAN. S. 05-617 T. , R. , S. M'AT DRAWING: \\Server\Projects\2005\/05-617 David Baumann\2005-03-10\05617c10.dwg LAYOUT: CIO XREF: SURVEYS; XREF: SURVEYA BENCHMARKS: 1. Top of top nut of fire hydrant located on the cost side of Quail Avenue N. at 51st Avenue N. Elevation — 875.47 feet 2. Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and Quail Avenue N. Elevation - 872.73 feet YV EXHIBIT ! zo o zo ao SCALE IN FEET CONSULTING CIVIL ENGINEERS 4210 WEST OLD SHAKOPEE ROAD I SCUTE 730 BLOOMINGTON, MINNESOTA 56437 (552)8813344 TELEPHONE M))BBI.1B13 FAX undedw.wm DAVI D BAUMANN AND KIRBY KITCHENER LOT SPLIT CRYSTAL, MN OPTION A DATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Mk. R. Keeler DATE: 3/1706 REG. NO.: 46125 INFORMATION: PROJECT NO.: 05617 DRAWN BY: MINT CHECKED BY: MRK APPROVED BY: MRK SCALE: DATE: 3117105 DESCRIPTION: GRADING, DRAINAGE, UTILITY, AND EROSION CONTROL PLAN SHEET 8X1: C1 1d3 }..✓��.� Rall+` ji �.•3'• rytu ?` .8810 `YS:.0.N.a \ 1� K F S qLy bac m1P . sl ... ee17 -� SILT FENCE m1.J I m c t \ i kmAe eea.l .,E' RON � _..__ ..... iao qs w `01p moa \o •eea I esa.o � ^r Sema wo !e5i.e YV EXHIBIT ! zo o zo ao SCALE IN FEET CONSULTING CIVIL ENGINEERS 4210 WEST OLD SHAKOPEE ROAD I SCUTE 730 BLOOMINGTON, MINNESOTA 56437 (552)8813344 TELEPHONE M))BBI.1B13 FAX undedw.wm DAVI D BAUMANN AND KIRBY KITCHENER LOT SPLIT CRYSTAL, MN OPTION A DATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Mk. R. Keeler DATE: 3/1706 REG. NO.: 46125 INFORMATION: PROJECT NO.: 05617 DRAWN BY: MINT CHECKED BY: MRK APPROVED BY: MRK SCALE: DATE: 3117105 DESCRIPTION: GRADING, DRAINAGE, UTILITY, AND EROSION CONTROL PLAN SHEET 8X1: C1 1d3 ('4 PROPOSED UTILITY EASEMENT DESCRIPTION A 20.00 foot easement over, untler and across that part of the west 120.00 feet of Lot 4, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plot thereof, Hennepin County, Minnesota, lying 10.00 feet on each side of a line drawn from a point on the south line of said Lot 4. distant 23.01 feet westerly ofthe southeast corner of said west 120.00 feet of Lot 4, to a point on the east line of said west 120.00 feet of Lot 4 distant 26.97 feet northerly of sold southeast corner of said west 120.00 feet of Lot 4. The side lines of sold easement shall be prolonged or shortened to terminate at said south of Lot 4, and at said east line of the west 120.00 feet of Lot 4. T Lot 4, except the west 10.00 feet, Block I, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota, together with additional lands that have been added by accretion and are properly described as lying between two lines .described as follows: Line I: Commencing at the Northwest corner of said Lot 4; thence Easterly along the North line of sold Lot 4 to Its Intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS which is the point of beginning of the line to be described; thence Southeasterly, deflecting to the right I I degrees 00 minutes 00 seconds to the current shoreline of Twin Lakes and said line there terminating. Line 2: Commencing at the Southwest comer of sold Lot 4, thence Easterly along the South line of sold Lot 4 to on intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS, which is the point of beginning of theline to be described; thence continuing along the easterly extension of said south line of Lot 4 to the current shoreline of Twin Lakes and said line there terminating. (NOTE: This description is subject to review by the Hennepin County Examiner of Titles.) QED. DESCRIPTION Parcel A The west 120.00 feet of Lot 4, except the west 10.00 feet, Block I, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Hennepin County, Minnesota. Parcel B: That part of Lot 4, Block 1, CARLSON'S CRYSTAL OAKS, according to the recorded plat thereof, Henn epin County, Minnesota, which Iles east of the west 120.00 feet of said Lot 4, together with additional lands that have been added by accretion and are properly described as lying between two lines described as follows: Line l: Commencing at the Northwest comer of said Lot 4; thence Easterly along the North line of said Lot 4 to its Intersection with the shoreline of Twin Lakes as shown on the plot of CARLSON'S CRYSTAL OAKS which is the point of beginning of the line to be described; thence Southeasterly, deflecting to the right I I degrees 00 minutes 00 seconds to the current shoreline of Twin Lakes and said line there terminating. Line 2: Commencing at the Southwest comer of said Lot 4, thence Easterly along the South line of sold Lot 4 to an intersection with the shoreline of Twin Lakes as shown on the plat of CARLSON'S CRYSTAL OAKS, which Is the point of beginning of the line to be described; thence continuing along the easterly extension of said south line of Lot 4 to the current shoreline of Twin Lakes and said line there terminating. (NOTE: The proposed descriptions for Parcels A and B are subject to review by the Hennepin County Examiner of Titles.) WATER ELEVATION - 851.5 FEET JULY 9, 2001 BENCHMARKS: 1.) Top of top nut of fire hydrant located on the east side of Quail Avenue N. at 51st Avenue N. Elevotion = 875.47 feet 2.) Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and 0u0 1 1 Avenue N. Elevation - 872.73 feet EXHIBIT LOT SFUr8UFrCHF0ff MR DAl9D BAUMANNAND R KIRBYK/rCHEAER Sunde D' °""1 Proxer. 03311-11 usd Snrve3 ing, LLC. cvawR,y: Bl.wnwetan r-, hew). wt. Iis ILY)/1/991±. Jwq m uxne..m ssx2-35 w.r,...: 991-3455 •FAX: 052—...-0548 -1: 10/1 11 N NOTES: I.) Location and sizes of underground utilities shown hereon ore approximate only and are shown based on field location of visible fixtures LEGENQ In combination with available data provided by various sources. Some underground utility locations are shown as marked onsite by those utility AC Denotes air conditioner companies whose locators responded to our Gopher State One Coll, ticket CB Denotes catch basin We hereby certify that this is a true and correct number 50028969. Utilities shown are dependent on the completeness and EM Denotes electric meter representation of a survey of the boundaries of accuracy of data provided. Other underground utilities of which we are GM Denotes goo meter the land above described and of the location of unaware may exist. Verify all utilities critical to construction or design. GW Denotes guy wWe all buildings, It any, from or on sold land. HYD Denote. fire hydrant 2.) Contact GOPHER STATE ONE CALL at 651-454-0002 for precise onsite IE Denotes Denoedge ofce elevation I Dated this 14th day of March, 2005 location of utilities prior to any excavation. INV Denotes Invert elevation MH Denotes manhole SONDE NNG, L 3.) This survey was prepared without the benefit of current title work. PP RCP Denotes power pole Denotes concrete Easements, appurtenances, and encumbrances may exist in addition to SAN 5 pipe Denotes sanitary sewer g y those shown hereon. This survey Is subject to revision upon receipt of a ST S Denotes storm sewer hn K. Barnes, R.L.S. Minn. Re g. No. 16456 current title Insurance commitment or attorney's title opinion. VCP Denotes cloy pipe 20 0 20 40 4.) Areas: W Denote. water line Parcel A: 12,866 Sq. FL or 0.30 Aa CED Denotes Cedar tree SCALE IN FEET Parcel B: 25,900± Sq. Ft. or 0.59±Ac. PINR Denotes Red Pine tree Total: 38,800± Sq. Ft. or 0.89±Ac. PINW Denotes While Pine tree SPCG Denotes Colorado Grew Spruce tree BENCHMARKS: 1.) Top of top nut of fire hydrant located on the east side of Quail Avenue N. at 51st Avenue N. Elevotion = 875.47 feet 2.) Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and 0u0 1 1 Avenue N. Elevation - 872.73 feet EXHIBIT LOT SFUr8UFrCHF0ff MR DAl9D BAUMANNAND R KIRBYK/rCHEAER Sunde D' °""1 Proxer. 03311-11 usd Snrve3 ing, LLC. cvawR,y: Bl.wnwetan r-, hew). wt. Iis ILY)/1/991±. Jwq m uxne..m ssx2-35 w.r,...: 991-3455 •FAX: 052—...-0548 -1: 10/1 11 @.Z:� 1 -BBB -258-0808 9 NATIONWIDE NUMBER F888-258-0808 CALL SORE YOU DIG K E Y N O T E S 1O- THE MINIMUM DEPTH OF COVER FOR SANITARY SEWER WITHOUT INSULATION IS 6 FEET. INSULATE SANITARY SEWER SERVICES AT LOCATIONS WHERE THE DEPTH OF COVER IS BETWEEN 5 AND 6 FEET. PROVIDE A MINIMUM INSULATION THICKNESS OF 2 INCHES. THE INSULATION MUST BE AT LEAST 4 FEET WIDE AND CENTERED ON THE PIPE. INSTALL THE INSULATION BOARDS 6 INCHES ABOVE THE TOPS OF THE PIPES ON MECHANICALLY COMPACTED AND LEVELED PIPE BEDDING MATERIAL USE HIGH DENSITY, CLOSED CELL RIGID BOARD MATERIAL EQUIVALENT TO DOW STYROFOAM HI -40 (MNDOT 3760) PLASTIC FOAM INSULATION. Q- PROVIDE BLOCK COURSE UP TO 866.50 ELEVATION TO ALLOW FOR FILL AGAINST BUILDING WALL ABOVE GARAGE FLOOR ELEVATION FOR SEWER FROST COVER. Po- EJECTOR PUMP REQUIRED FOR LOWER LEVEL SAN. S. BENCHMARKS: 1. Top of top nut of fire hydrant located on the east side of Quail Avenue N. at 51st Avenue N. Elevation = 875.47 feet 2. Top of top nut of fire hydrant located at the northeast Bernard Avenue N. and Quail Avenue N. Elevation = 872.73 feet ,., 4• PVC SAN. S. INV. O LA we I epA1 ' i w1.4 i I r:.I+, y \ r n q If lrS n .. er _i}S�/� �_ n �SILT FENCE { I . 61 . .az I a41 e,[ ....... +eue '•eM.Y 85 B� g I I '•.j a4.s,i ew c"„ e7a oti � L 7di` \! w .e 1 ,i1 b 1 _• I I I �� h L ...y. ,, t o az 4,' .. .. .. 4+ ROW.EO GA PROPO$E0; HOUSE ( n em �' X d• ..�m.e r tP t tT. )Id a51. _.... <,•ems P .I / \ ry \ 8. 8@4 F(:OOR ELEV, = TB 6:30 i `i!z s%i. a LL 85 a5 7.50 em em JN c+ r•. est:. � � �. we) �Q.IT.(� i i r 8-B5B8B8b2 4. 9 0: 3 •"7 . etey.ss`yr .e I e7 er. V / 64 863 aSILT FENCE e/au6J 90 Sao a- L dWts _ <> T sr A61 61 ysl`.eeaes l7,l wzn s.: IT wi.e _ �x'-_-.� k __.o• , o- ....... I � 7 • 11 ' �1tnr \ � w ky< .... .eezo � � / . ..' ! °' "w+s ..:. .... ...:.....- ._,..te,,r. .c1 _,,, _t ._. _....._...,.. L ...,,:.::_:: ......_._-. ..,�._::._-. .. _ Lr. .. II J.�Y./' -_,..'. �Q6x'�....'_.�..`_ aw.n1 .es . � ' • - I ','. /-- 61. A Ye ......,,I URBSTOP ew.4 -esa \s ss':.. l esaa iesz.e eewe 7.3 ,Gel.e 0 _. a woo x ae -. •,- -F .., _...... �... ( teems � ;:.. N.C.11141) NNECT TO IX. SAN. 5. CONNECT TO-ISTING 6• -. le INV -858.8t. WgTERSTUB. FIELD TEMPORARY ROCKELD VERIFY LOCATION VERIFY LOCATION AND CONSTRUCTIONENTRANCE INV. ELEVATION. SEE ADDITIONAL NOTES AND DETAILS ON SHEET 02 I/ 05-617 T. , R. . S. MW! DRAWING: \\Server\Project.\2005\1105-617 David Baumann\2005-03-10\05617c10.dwg LAYOUT: Clb XREF: SURVEYS; XREF: SURVEYA N EXHIBIT K 20 0 20 40 SCALE IN FEET CONSULTING CIVIL ENGINEERS 4200 WEST OLD SHAKOPEE ROAD/SUITE 230 BLOOMINGTON, MINNESOTA 5.5137 (952)881-3394 TELEPHONE (2)881-1913 FAX . ,Kl.dvll.a m DAVID BAUMANN AND KIRBY KITCHENER LOT SPLIT CRYSTAL, MN OPTION B DATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA- Mk. INNESOTAMb R KeNw DATE: 3/17105 REG. NO.: 40425 INFORMATION: PROJECT NO: 05817 DRAWN BY: MWT CHECKED BY: MRK APPROVED BY: MRK SCALE: DATE: 3H7A75 DESCRIPTION: GRADING, DRAINAGE, UTILITY, AND EROSION CONTROL PLAN SHEET NO: C1 2013 SITE CLEARING 1. Perform all 'clearing and grubbing work in occord-ce .th the prov,in, of MNDOT Standard Specification Section 2101, and the additional requirements contained herein. 2. Clearing is defiled as the complete removal and di,p... I of all particle of notaral and artificial objectionable materia,, structures, tree., shrubs, bushes, windfalls, gross. sod, and other vegetation n the designated onside that asst above ground except alumpa Grubbing is defined as the ...III, mmmal, and disposal of all portion. of natural and adif ctal obj.ctinobl. material,, structures, trees, ,hrum. bushes, windfall., and other vegetation net exist below ground ncluding slump.. 3. Clear and grub the enalreclin arm in advance of the grading operation. 4. Buildino Are,.: Completely, remove all slump., -to M mm (1.5 inches) in elements, or larger, buried log,, and all other objectionable material occurring within the linea of the new building and to horizontal distance of 4.5 m (15 feet) beyond the building walls. 5. Other Mees: Grub all alumpa, roots 40 mm (1.5 inch..) I, diamalen or larger, buried log,, and oil other objectionable material o urrinq within the grading limit, to a depth of not Jew than 1 m (3.28 feet) below the existing ground ..He- or .ubgree excavation, whichever I. deeper. 6. Backfill and compact all mpro.aiane resulting from the clearing and grubbing operation wKh suitable material in wdar to make the ...face conform to the original adjacent ...face of the ground. 7. After the site has been cleared and prior to any cutting r filling operation.. strip all topsoil adv organic ..it. from o ve s to be built upon, pad, or when gron. are to be changed m re than 152 mm (6 inches). Strip the existing topsoil to .Netwwr depths encm,tar,d. Prevent etermingiing with underlying subsoil, or other objectionable material. Remove heavy growth, of grow, from a vas before stripping. Where trees aro to be left standing, slop topsoil stripping . sufficient distance away from the tree. in order to prevent damage to the main root ewlem. 8. Sl-kyile all to be m -used In on arm clear of the new conetrectin. Remove ..cava wail from the site. 9. Construct st-Iipil- in as mer that will freely Orem surface water. Maintain wait etackpin free from debris and bo,h. Do not obstruct .;to drainage. Do not esceed astockpile depth of 8 feet. 101(wp the w;l stockpile dome in order to prevent drying and dust S I T E G R A D I N G 1. NI proposed grade. shown are finished grade,. Finished glaciers at point, betwwe spot elevations or contour are determined by uniform elopes own ..l the given grades. All proposed spot elevation, shown at ,urblines an to bottom of curb (qutlerlina) unW. omerwlea indicated. 2. Al locations where new work connects to existing work, field Welty existing elevations and grades prior to beginning the new work. Match existing grace. It cnalruction limits. 3. R,move all -suitable materiel (organic wile, unc,ntroded fill, debris, and natural or artificial obstructions) in the zone from 1 m (3,28 feet) below the finished e.bgIm to Rnlshe eubgrode in the proposed pavement orae. 4. Compact backfill in oll utility trenches to 95% Standard Proctor maximum dry density (ASTM 0698-78 or AASHTO T-99) from no pipe zone to within 1 m (3,28 feet) below the finished eubgrode. and 100% Standard Proctor maximum dry density in the Heol 1 m (3.28 feel). Provide density teats in beckfille and fill, placed beneath fmting., abbe, and pavements. Atleast one c,mpo,ti,n lest is required for every 100 feel of trench at vertical intervals not exceeding one foot 5. Compact all fill placed in pavement a= in cordam, with MNDOT 5tanddm Specification 2105.3.F1 (Specified Density Method). Compact all fill placed antler Wilding, ;n accordance wit, the recommendation. of the Geotechnical Engineer. 8. Comply with the requirements of O.S.HA. 29 CFR, Part 1926, Subpart P. 'Excavations and Trenches.' (emw.mha.gov) 7. Conal,uct all proposed .1n.l., with grades not excseding 3:1 (3 horizontal to 1 vertical), unless otherwise indicated. 6. Provide positive drainage away from building, at all times. 9. Test roll the building and pavement Dram in the presence of the Geotechnical Engineer. Perform base preparation and teat rolling prior to curb old gutter construction, placing of gravel bow, vend/gravel sub -bear, bituminous stabilized one, or plant mixed bituminous bide. an all street adv povemenl arena. Test roll the orws between 300 mm (12 inches) outside of the back of the cums on either side f the paved ares . Use a heavy pmumolto-1;red ratio,, lowed by suitable Inactive equiprrml. with two shawl, epeced not IesI than 1,800 mm (71 inches) abort (transversely enter to center), tiro size equal to 18.24 or 15.25 (18 .Ido) Initiate to a pme- he of 650 kPa (94 psi), and o grew. man of the railer not less than 13.5 metric loos (14.9 tons) and not mom than 13.7 metric lona (15.1 lona). Test roll the above specified ar awh that each Part of the a comw i contact 'th ane of the time at wast once. Operate the heavy, roller at a speed of not leas than rl km/h (2.5 mph) and rel more than 5 km/h (5 mph). The s,bgrmall all be considered unstable if, at the time that the heavy roller posse, over the eubgrode, the surface she,, yielding o rutting of m ro than 50 mm (2 inches), m .red from the original suce rfato the bottom of the It. ne Cod any soft spots or displacement which appsor during the teat rolling by awrlying,a,ratingoor watering, and re omp-tins m required to in obtastability; or by ...crating to solid material and beckfilling with material suitable for ban c truction. Roove material uch as vegetation, rubbMb, large stoma, peal, and wet cloy. Retest the aria after correction. 10. Coordinate inspection pld approval of all vupgrade, within the building and pavement o a, with the Geotechnical Engineer. Coordinate inspection and approval of all fill materials prior to placement wind the Witoovmen iag old pel ame, with the Gwtechnical Enginser. Use only .-ntolnoted fill m.eerim. 11. Conduct all grading operol;ona ;n a manner that minimize, the potential far site erasion. 12. Grade Its, site to the finished elevation* shown on the Wan. Import embankment material, or removeand dispose of excess excavation matt w eria a l required. Provide waste area or disposal site, fora .as maleriol including, but not limited to. a.c,vat,d material orbroken <orcrcle tha not desirable to be imarporaled Into the work involved dnthis project. 13.Scorify areas to receive aggregate avrfocing to ,minimum depth of 8 inches and compact to 95R Standard Proctor Maximum Dry Density (ASTM moisture D698) with the content of the soil at me limeof compaction not Iwo than 2 perc-tag, points below and no more than 2 percentage Point. above the optimum moisture content. 14.ln areas where fill i, place on elope, steeper than 5:1, horizontally bench the slopes in order to increase the bond between the slope and no proposed ambenkmant. 15. Structurally wpporl Merior steps. stwpa, and slabs at ...h entry into the building on frost -depth foundations bearing on footing, at least 5 feel below final gree. Sec ... y tie the foundation walla to the footings with steel reinforcing we that any frozen soil adhering to them dma act he.W them off of their foaling•. Piece insulation along all sides of the vertical foundotion on. in older to prevent odfreszing of the backfill to the walls. Provide at weal 4 inches of veto space between the bottoms of the atop• strop, or slob and me underlying soil in wdar to allow lar .oil heave. Not all abutting wlmow into the atom. 16. Tolerances The completed eubgrode under slabs and pavement areas shall be compacted, free from irregular surface change,, and f ne-groded not mora than 16 mm (0.05 feel) above or below the specified .upgrade ewvalon The camplemal s.bgrad. in other orws shall bo compacted, free from irregular efface changes, and fine -graded not more than 31 mm (0.10 feel) oboes or bell. the specific aubg de elevation. The completed t e top of i Ilicitie hall d completed, free from irregular surface changes, and fine-gladed not more than 16 mm (0.05 iset) above ar aped gm d. A N I T A R Y S E W E R 1. ej zN Use ,did -core. Schedule 40. ASTM D2665 Poy(W yl Chloride) (PVC) Plastic Pipe for designated PJC sanitary ..were 6 inches in diameter o Mss. Use valid -sere. SDR -35. ASTM D3034 PSM Poly(%,yl Chloride) (PJC) Pipe for designated PJC wnitary weremirs 8 inch•, to 15 inch,, in diameter. Use solid -con. SDR -35. ASTM F679 Poly(Yrgi Chloride) (PJC) pipe for designated PJC ...Ror a wars 18 inch.s to 27 inches in diameter. Join, for all s.n;!try sewer maim .ball have pu,h-on joints with w1mtom,6, gasket,. Use of solvent cement joints is allowed for building ..Mo.. SblWnt cat joints In PVC pipe a include use of a primer which is of ...tnesling color to the pipe old cement In cordance set Minnesota Rules. part 4715.0810, subpart 2. Pipe with solvent cement joint eholl be joined site PVC <emenl conforming to ASTM D2564. Install PVC pipe on v granular no in accordance with ASTM D2321. 2. CI9gntimbi bandit cleonouts on all . itary ower serve- in a,wI,n,, with Minnesota Rules port 4715.1010. The distance between cleon,,t, in horizontol piping shelf not exceed 100 feet for pipes 4 nch and over i size. Cleanout. shall be of the some nominal size as the pipes they earn. Install a meter be, frame and solid lid (Nesnah R-1914R-1914-A,orapproved equal) over all cleanout.. 3. Testing:Pmesusanitary re to all serer linea in accordance wthe Minnesota Rules part 4715.2820. Test oil flexible nitary ,ewer fines for Gell -ti- .Har, the s er line hoe been Installed nith w tl W,kfHl has been in place for at least 30 days. No pipe shall exceed a deflection of 54. If the lest fails, make n ...... ry repairs and .Nest. 4. Theminimum depth of c er for sanitaa . without insulation M 6 feet. Insulate sanitary w at locations where the depth of cover is bstwsen5 and 6 feet- ry Provide a minimum insulation thickness of 2 inches. The insulation must be at leant 4 feel side and centered on the pipe. Inatoll the insulation Word. 6 inches above the taps of the pipe, on mechanically compoicted and leveed pipe bedding material. Use high density, closed cell, rigid Word material equivalent to DOW St,.f-m Hf -40 (MNDOT 3760) plastic foam ;...lotion. WATER DISTRIBUTION ST STEM i. Seoerafmn of Wabr end Seer: Cons✓uch sewer and eater servi a in ccwdonce with Minnesota Ruses. Part 4715.1710, wbport 2. Provide a m hoeiznlal separa5on of 10 feel brtwesn all water and ....r linea. Provide o minimum separation of 18 irchse at all bole, line and sewer aline croegs. 2, Wntermoh Debtn: Moinlain 7.5 feel of cover over the lop of the water lines to the finished grade. Verify ewvation of proposed and existing ..ter line, M all utility wose;ngs. Install the water time al greater depth. in order to clear storm sews,. senit., sewers, or other entities as required. Include costa to lower water line. in the We. bid. 3. O1s10(9alio: Disinfect all completed sam-osm in accord-ce with AWWA Standard C651. If the tabwt or continuous feed mends,`m used, dbinfecl using with water that containscontainsat Mast 50 ppm of available chorine a in o cordance with kinematic, Rule,, part 4715.2250. Retain the treated water in the pipeline for of least 24 hours. Measure the chlorine residual at the end of the 24 hour period. The free chlorine residual rat beat least 10 mg/I m .red at any point in the lim. Measurement of the chlorine concentration at regular interval shall be h ac dmI with Stonderd Method.. AWWA M-12. or using appropriate chlorim test kite. 4. 71110p: Pries... test and Perform bacteriolog;wi tesla on oil rater lines under the supervision of the City Public Works Deportment. Notify the City at least 24 working nous prior to any testing. Pie....;,, the waterline to 1034 -kPa (150 -psi) gouge pressure (measured at the point of lowest eievolion) by means of a pump connected to the pipe in a satisfactory m •rs . Maintain the test pressure for a of 2 hou. Do not add wets, to the walermoin in order to nnintain the regalrod pressure during the water mfn prewoure testing. The last section of pipe is a,oeptable with a pressure drop of 14 kPa (2 pili) w Jew. 5, Use Meeller H 10300 or Ford EM 2 7057, or approved equal, at all cum slop locations. Stationary rod is required on all curb slope G E N E R A L N O T E S 1. Comply with the work safety practice. specified by the Oce.p.U.rdl Safely and Health Admil"bati- (OSHA). Comply with all applicable local, state antl federal I o sty respeciific OSHA pr.d pr. miry into Construction spaces; uch as men espo and y of (sae nt CFR Section 1910.145). sob) without tor, for Undertaking c,rtm,xah specific practices and lxg of the Cnaction on safely is solely tele responsibility of the Contractor, who is also lowly neponeibla for the meona. method,, and sequencing of the construction operations. 2. Existing boundary. location, topographic, and utility interrelation shown on this plan is from a field survey by Sundt Land Surveying, LLC doled 3/10/05. 3, Perform all utility work in accordance with State and City requirements. 4. Testing and Inspection •: All plumbing installations, including water and *ever est be tested and inspected in accordance with the requirements of the Minnesota Plumbing Goes, (Minnesota Rules Chapter 4715). Cozrdirrate testing old inspection with the State Health Department adv the City Public Warks Deportment. No drainage or plumbing work may be covered prior to completing the require taste and in•asolions. 5. Perform tnnch excavations far .II utilitiae in accordance with the requirement. of O.S.HA 21, CFR, Part 1925, Subpart P. •Excavation. and Tnnches.• (wrw.o ho.gcv) 6. Cooldinole building utility connection locations at 5 ft. out from the propowotl building with Ina with the interior plumbing contractor prior to construction. Verify water and sower service locations and elevations with the Mechanical Engineer prior to construction. 7. The Ocaliun, of o -W919 uliRti•s shown an this plan o e from recold information. The Engineer eves not guarantee that all esi. ing utilitiesa shown o. if shown, exist in the locations indicate am Contractor. plan. It is the Ctractor•. me11.1-iteNtY to mcertoin the final vertical and horizontol location of all exhulinq utilities (including water and Iowa, linea and appurtenances). Notify toe Engineer of any discm omies. 6. Contact utility comieonos for locations of all public and private utilities within the work .... prior to beginning construction. Contact GOPHER STATE ONE CALL at /651-454-0002 in the metro a or /1-800-252-1166 loll Ira for r.o.t I -.Ilona of axial;ng utilities al least 48 working boon before beginning any < slmctin in c r rdanc• win Minnesota Sta ut, 216D. Obtain ticket number and vel with mpr wenlatives men. utiliti,, al the site. Provide the O,mr w;tin the ticket number information. Gopher Stale Ona Call is a free a e that locales municipal and utility company lines, but does not locate private utility lines. Use an hdependent W -Or asrvice r other m in omen to obtain I-ritiom of private utility line, including, but not limited to, underground electric cables, telephone. TV, end town sprinkler lines. 9. Pothole to verily the illetwea of .wisting underground facilities of o .efficient number of locations in order to Onum that rc conflict with the PIPosed work ..lets and that ..Hicumt eharaace Ia available. 10. Where --bring qoa, electric, cable, or telephone utilities conflict with the Work, coordinate the abandonment, relocation, offset, o support of the ..isling .665ro 0. with the ap^p I.te local utility companies. Coordimte n s qo, meter and In I;.e installation. electric meter and electric aervice inatallalion, cable service, a e telephone service installation with the local utility companies. 11. Mange for ands cum suitable d,pe of am,, ff-SKO. Disease of PII exaa mil, waste material• none, and all materials not designated lar solvege. Waste material and debris includes trees, stumps, pipe• concrete. asphaltic concrete, cans. or other waste materiel from the noted n oparotiona. 12. Straight line saw -cul existing bituminous or concrete surfacing a1 the perimeter of powme ri removal areas. Use saws that provide water to the blest. Tack, and match all connections to existing bituminous pavement. 13. Relocate Overhead Power• telepho e.n reqd sable linea as required. Abandon and report .xi -ting on -rile wells and septic swbms In accomonce with Minnesota Department of Health (MDH)uinmenta. - 14. All pacmaterial. required for this work shall be new material cardaming to the requirements fes claw• kind, grade, size, quality and other detail ified herein o a shown an the Plons. Do not u recy,Md salvaged aggregate• aspyalt;c povemenl, crushed concrete. or .crop ahingise. Unless otherwise indicated. the Contractor,shall furnish all required materials. 15. Construct drweway. and patch street to match existing pavement ,action and gmde. Sial rklhl-of-ray. The waft aro, shown ;e general and may nee to be adjusted in the field. 16. Provide traffic control in w - ordonc site, local aemoritie, and the Mes innoto Me ... I an Un6rm ev cTraffic Control O'tes (MMUTCO), including the f;eltl Monwl for Temooroq Tr,ffic Control7 e layout. dated January 2001. 17. Provide and maintain temporary drainage throughout c notru<t'on until the permanent droinagn system and structures orein plat and Operational. Install temporary ditches, piping, pumps, or other means as necessary In order to insure proumr drainage at all limes. Provide Ira pointe at building potla or rwdwaw with amities outfall,. 18. Protect deb grades from damage by surface water runoff. 19. Full design strength is not available in bituminous pavement or.. until the f'irol lift of asphalt is compacted into place. Protect povemaM area from owriooding by delivery trucks• construction equipment. and other vehicles. 20. amen Bowing or drilling concrete or mownry, use saw• that provide water to the blade. 21. Adjust all curb slope, valve bones• maintenance hole castings. -tchbe,in castings, d,,m,t ...e,, and similar item. to finished grade. 22. Inatoll all pipe with the ASTM identification number on the top for impecton. Commerce pi.x lay; a at ire lowest point in the propose se line. Lay the pipe with the bell end or m"Ning groove end of the pipe pointing upg.d. When < ,•cling to an existing pipe, uncover the er existing pipe in Omer to allow any adjustments n the proposed line and grade befom dying cny pips. 23. Obtain and pay for II Permits• tests• inspections• st.. required by agencies that haw jurisdizlion over the project Eascule and inspect work in accordance wit, all local and elate tudae, rules. ortlinancea, w reguertions pertaining to the-rticubr type of work involved. 24. Gblet. permission from the City for sork in the public right-of-way. S T O R M W A T E R P 0 L L U T 1 0 N P R E V E N T I O N; Install all tem I, dimer arm on control mw ring site Gilt fence at perimeter r o f construction, rock construction tin entrances, sediment filter, siK seeks and sedimentation basin to arc ails el a gIi9L beginning .o rosin r other land -,;i mg ring grading, o stuminq activity. 2. Prior to beginning site clearing anal grading, protect all stormseeinwta that n zrroff from disturbed arc In order to present sediment tram entering the storm ee er system, wool all storm ,a inlet, that o not needed far site dreino Burin construction. Protect 11 .tone sewer inlets Dy installing set Sacks or staked sill lance. Siraw bokn or fabric under tela groles98 re ring co structs Jorma to inlet other protection. Protect new storm -Wer inlets as they are completed. Maintain storm sewer inlet probction in place until all sources wRh potential for discharging to the inlet ore stabilized. 3. Inatoll silt fence along the contour (on a Iawl horizontal plane) in the end. turned up (J -hooks) in order to help pond water behind the fence. Inatoll the silt fence on the uphill aide of the support peals. Provide a poet spacing of 1.2 m (4 feel) or I... Drive Posta at least 0.6 m (2 feet) into the ground. Anchor the erlt fence fabric in a trench at Nast 152 mm (6 inches) deep and 152 mm (6 inches) wide dug n the upalope aide of the support posts. Lay the fabric in the trench and then backfill one compact ith a vibratory plate compactor. Make any splicm in the fabric at v fence past. At splices, overlap the fabric It least 152 mm (6 inches). fold it ow al a .rely inner, it to the lance past. Sitt fence supporting pasts stall be m 51 m (2 inch) square or larger hardwood, pine, w standard T-nooral U- lion slsel posts. T- o U -section steel pasta aho11 seigh not lea. than 1.8602 eq Per meter (1.25 Ib per lineal fact). Posts atoll box. a mum length of 1524 m (5 feet). Porta shall have projections to facilitate fastening the fabric and prevent slippage. Ceolextile fabric shall meet the requirement, of m MNDOT Standard Specification 3886 for prea...mbled silt Imce, furnished in onlinuoas roll in order to avoid splices. Geotee il• fabric *hall be uniform in lw,t,ro and oppremn- and hove no defect., flows, or team. The fabric stall contain suffMent ultraviolet (W) ray inhibitor and stabilize, to provde a minimum two -war service life outdoors. Fabric color shall be international orange. 4. Before beginning enetructi-, install a TEMPORARY ROCK CONSTRUCTION ENTRANCE It each Point where -hid.. ..it thecon lrvelion site. Uae 25 mm (1 inch) to 50 rem (2 inch) diameter rack, MNDOT Standard Spocifi-ton 3137 CA -1, CA -2, G -J, or equal Coons Aggregate. Place the aggregate in a layer at least 152 mm (6 inch*,) thick across the entire width of the entrance. Extend the rock entrance at least 15 m (50 feet) into the construction zone.Use a MNDOT Standard Specification 3733 Type V permeable geotwtile fabric material beneath the aggregate in order to prevent migration of oil into the rock from below. Maintain the entrance in a condition that will prevent tracking or flowing of sediment onto wvatl rood.aw. Provide periodic top dressing with adeilionol ,iia, oe required. Close ntronces no prob led by temporory rock crosnuctin entrance, to all nmtruction traffic. 5. s I the whew, of constcti- vehicles in order to rem soils before the vehicle, wave the construction sits. Wash vehicles Only on an area stabilized siro lh alone that drains into an approved sediment trapping device. Engine degreasing is prohibited. 6. Remove all ,it, and sediment, tracked or oths,om, deposited onto pavement arias, sidewalks. atmela, antl allays. Removal shall be n a d9jlY g9sis throughout Me duroben of the conatr UOr. Chan paved road.aw by .howling o wet -sweeping. Do not try swseD. If n wary, scrag pow. surfaces in order to bow- compacted aedimnt material prior to , «ping. Nv.1 ,adimeI malarial to a addable disposal oro.. 1 12 ..shill, ie allowed only after -dine nl has been removed by beveling or sweeping. 7. Avoid remwal of fines and surf c vegetation wherever.possible. Schelde construction in order to -pox. the Imvll,,t practical area of veil of any given time. 6. Following initial -oil disturbance or reislerbenee, complete permanent o, temporary stabilizationagainst .,-I- des to ro wird, and ry ning soler within 7 calendar dew n all Perimeter dike,. s,,We. ditches, perimeter elopes. all abra pes gnter than 3:1 3 norizonlal l0 1 vertical embenkmenta on pond, and basin,. Complete permanent or temporary Wbilintion within 14 calendar days - all other diaWrbed or grodW ata iinners.This requirement does not appy to than areas that arc r nlly boiling used for material storage r Iva those a .or grading, ails building, o other construction activities o -lively undarway.au Prov ;do temporory grass and c all slacked topsoil piles„ and other If stockpiled excavated material in order to prevent soil erasion and rapid runoff during the construction period. Prolonged periatla o/ open, aroaa bare ..,in without grace cover .ill at be permitted. Stabilize PII disturbed aresmwce areas win a minimum Of 4• ......ail i;•;n;adia __ .upgrade compwtin. Seed and mulch, o sod and ,take these a within 45 hours alley completion of final grodi 'work ...the sly Stabilize all disturbed a e to be paved using early application of I growl bee•. Stabilize then mal wafted melena I a ( permitting). pari ny temporory o asrmonant Oromage ditch that conveys water from !ha construction site, or a'rwrta water "'un, rine consWction site. within 200 lineal feet from the property edge. or within 200 feel from the Point of discharge to any surface water. Stabilize temporary or permanent dInoge ditches within a4 hour f con ;,ting to o surface water. Provide pipe outlets with temporary or permanent energy dissipation within 24 tau, of connection to ..do. rater, 9. Water antl maintain seeded or sodded a a timely day-to-day basis. In the event of o seeding failure, reseed and mmubh the a reas .here the original .sed has failed to grow, and perform additional watering a neeeswry. Peomply replace all sod that dr',s out to the pain! where Kia pmeume diad. and au ore that nae been damaged. displaced, weakened, or heavily infested with -do. 10, ne"et all erosion and sediment control devices. stabilized or and infiltration o a da;w bee's until fond -disturbing activity tae crowd. omeTnaraa/ter. inspect of least o ee4N bast• until wgelatiw c •stobihmed.rc Impact all a and sediment control devices. stabilized and infiltration aroaa within21hour after a ainiall event gm.mr non 0.5 inches in 24 hoe Remove a mulatae sediment deposit, home behind • on and sediment control devices as r.need.v Do not allow sediment to a mulale to a tlaplb ofam ro than one-third of the height o1 the erosion ion and sediment control devices. Immediately rwplaca deteriorated, dodged, rotted, o sing • onlrol nvi, a Do umnt inspections and dates of rainfall awn,. Maintain o «rittn log of all inspection. noinlemnce. ond.re r adient ` and sell control facilities. pPi Ma relate to erosion 11. If dewatering is required and sump pumps am mod. all pumped Water must be discharged through an erasion control facility (temporary sedimentation basin, grit chamber, wand filter, upflow chamber, hydro -cyclone. swirl concentrator, w other appropriate facility) prior to leaving the constructionails. Proper anergy dieaipotion must be prided at the debet of the pump system. 12. Maintain oil temporory erosion and sediment control devices in place until the cnMbuUng drainage area hos been stabilized (ham -surf -veal ansa paved and vegetation established in gree"Poce). Repair any rilling. guly formation, or waahoula. After final establishment of permdmnt tabilizalion, re ovs all lam -nary syntMtic. structuraland non biodegradable a sion ore sediment control device, and any a mulaled nt sedime.. Cl:elf site. Restore permanent sedimentationbeein to their design a ndition immediolely Io1lo.ing stabilization of ne site. 13. Clan sedimentation bo.in., storm .ewer c.tanb-ins. attahes, and .the, drainage facilities as required in order to maintain their eft-tiv,nen. 14. Property di,po a of all waste and unused building materials (including garbage debris, cleaning wastes. oil, 9...line, paint, wastewater, toxic materials, and hazardous materibla) off -.iia. Do not allow waste and unused building materials to be carried by runoff into are<eivinq Manuel o storm se system. Properly stars oil, gawilina, point, and other hazardous materials in order to prevent spills, leaks, or otber discharge. r Includesecondary conloinment. Restrict attwoa to storage oma• in order to prevent vondall,m. Storage and disposal of hazardous materials meat be n compliance with MPGA mqulotione. 15. If concrete washouts -cur on the Site, prevent concrete washout water from entering storm drains and receiving .ate, EXHIBIT L CONSULTING CIVIL ENGINEERS 4200 WEST OLD SHAKOPEE ROAD / SURE 230 BLOOMINGTON, MINNESOTA 55437 (952)881,3344 TELEPHONE (952)881.1913 FAX -ouldecMl.mm DAVI D BAU MAN N AND KIRBY KITCHENER LOT SPLIT CRYSTAL, MN DATE REVISION FABRIC DO dsNALL BE WhAn P- AND ORANGE TIE TOGETHER llll�lij Ili' RI p\I\ II till ( I�II��GEOTEXT-E FABRIC INACCORMNICE II �I\plo�l°1171 II 01j1�111) WITH Not OF �IIII�STD. 2 INCH SQUARE HARDWOOD. SPEC N FOR sE SUPFORFING SILT FENCE FNE, OR STANDARD T- OR REINFORCE WITH SHOW FENCE, U -S IDN STEEL POSTS. DO HOT XCEED NAMMUM POST WeNE MESH . OR STIFF PLISTIC FENCE IN AREAS WERE SPACING OF 4 Ff. D.C. CONCE TINTED 1. OCCUR AND IN rNGNT OF CULVERTS r)AND LAY THE FABRIC SIDES AND BOTTOM OF THE 30' MIN. HEIGHT TRENCH. SACKFI�1 L AND PLATE C(WACTOR DIRECTION OF SURFACE FLOW �\�\\�� - • it �� V��/� 24 Mill DEPTH I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Mlk. R. KettlW DATE: 8/17/05 REG. NO.: INFORMATION: PROJECT NO.: 05-017 DRAWN BY: MWT CHECKED BY: MRK APPROVED BY: MRK SCALE: DATE: 3A170116 DESCRIPTION: NOTES AND DETAILS SHEET NO: C2 3013 40425 ANCHOR USE LATIf AND STAPLES •\"YTI`% SOIL I\/\� AnsCH FABRIC TO WOW POSTS. USE TIE WIRES TO j\ISO\/•. SECTION VIEW ATTACH FAB IC 10 STEEL POSTS. USE OG RINGS TO ANCHOR SUPPGIT ATTACH FABRIC TO MET MESH POST IN WE SILT FENCE INSTALLATION S T O R M W A T E R P 0 L L U T 1 0 N P R E V E N T I O N; Install all tem I, dimer arm on control mw ring site Gilt fence at perimeter r o f construction, rock construction tin entrances, sediment filter, siK seeks and sedimentation basin to arc ails el a gIi9L beginning .o rosin r other land -,;i mg ring grading, o stuminq activity. 2. Prior to beginning site clearing anal grading, protect all stormseeinwta that n zrroff from disturbed arc In order to present sediment tram entering the storm ee er system, wool all storm ,a inlet, that o not needed far site dreino Burin construction. Protect 11 .tone sewer inlets Dy installing set Sacks or staked sill lance. Siraw bokn or fabric under tela groles98 re ring co structs Jorma to inlet other protection. Protect new storm -Wer inlets as they are completed. Maintain storm sewer inlet probction in place until all sources wRh potential for discharging to the inlet ore stabilized. 3. Inatoll silt fence along the contour (on a Iawl horizontal plane) in the end. turned up (J -hooks) in order to help pond water behind the fence. Inatoll the silt fence on the uphill aide of the support peals. Provide a poet spacing of 1.2 m (4 feel) or I... Drive Posta at least 0.6 m (2 feet) into the ground. Anchor the erlt fence fabric in a trench at Nast 152 mm (6 inches) deep and 152 mm (6 inches) wide dug n the upalope aide of the support posts. Lay the fabric in the trench and then backfill one compact ith a vibratory plate compactor. Make any splicm in the fabric at v fence past. At splices, overlap the fabric It least 152 mm (6 inches). fold it ow al a .rely inner, it to the lance past. Sitt fence supporting pasts stall be m 51 m (2 inch) square or larger hardwood, pine, w standard T-nooral U- lion slsel posts. T- o U -section steel pasta aho11 seigh not lea. than 1.8602 eq Per meter (1.25 Ib per lineal fact). Posts atoll box. a mum length of 1524 m (5 feet). Porta shall have projections to facilitate fastening the fabric and prevent slippage. Ceolextile fabric shall meet the requirement, of m MNDOT Standard Specification 3886 for prea...mbled silt Imce, furnished in onlinuoas roll in order to avoid splices. Geotee il• fabric *hall be uniform in lw,t,ro and oppremn- and hove no defect., flows, or team. The fabric stall contain suffMent ultraviolet (W) ray inhibitor and stabilize, to provde a minimum two -war service life outdoors. Fabric color shall be international orange. 4. Before beginning enetructi-, install a TEMPORARY ROCK CONSTRUCTION ENTRANCE It each Point where -hid.. ..it thecon lrvelion site. Uae 25 mm (1 inch) to 50 rem (2 inch) diameter rack, MNDOT Standard Spocifi-ton 3137 CA -1, CA -2, G -J, or equal Coons Aggregate. Place the aggregate in a layer at least 152 mm (6 inch*,) thick across the entire width of the entrance. Extend the rock entrance at least 15 m (50 feet) into the construction zone.Use a MNDOT Standard Specification 3733 Type V permeable geotwtile fabric material beneath the aggregate in order to prevent migration of oil into the rock from below. Maintain the entrance in a condition that will prevent tracking or flowing of sediment onto wvatl rood.aw. Provide periodic top dressing with adeilionol ,iia, oe required. Close ntronces no prob led by temporory rock crosnuctin entrance, to all nmtruction traffic. 5. s I the whew, of constcti- vehicles in order to rem soils before the vehicle, wave the construction sits. Wash vehicles Only on an area stabilized siro lh alone that drains into an approved sediment trapping device. Engine degreasing is prohibited. 6. Remove all ,it, and sediment, tracked or oths,om, deposited onto pavement arias, sidewalks. atmela, antl allays. Removal shall be n a d9jlY g9sis throughout Me duroben of the conatr UOr. Chan paved road.aw by .howling o wet -sweeping. Do not try swseD. If n wary, scrag pow. surfaces in order to bow- compacted aedimnt material prior to , «ping. Nv.1 ,adimeI malarial to a addable disposal oro.. 1 12 ..shill, ie allowed only after -dine nl has been removed by beveling or sweeping. 7. Avoid remwal of fines and surf c vegetation wherever.possible. Schelde construction in order to -pox. the Imvll,,t practical area of veil of any given time. 6. Following initial -oil disturbance or reislerbenee, complete permanent o, temporary stabilizationagainst .,-I- des to ro wird, and ry ning soler within 7 calendar dew n all Perimeter dike,. s,,We. ditches, perimeter elopes. all abra pes gnter than 3:1 3 norizonlal l0 1 vertical embenkmenta on pond, and basin,. Complete permanent or temporary Wbilintion within 14 calendar days - all other diaWrbed or grodW ata iinners.This requirement does not appy to than areas that arc r nlly boiling used for material storage r Iva those a .or grading, ails building, o other construction activities o -lively undarway.au Prov ;do temporory grass and c all slacked topsoil piles„ and other If stockpiled excavated material in order to prevent soil erasion and rapid runoff during the construction period. Prolonged periatla o/ open, aroaa bare ..,in without grace cover .ill at be permitted. Stabilize PII disturbed aresmwce areas win a minimum Of 4• ......ail i;•;n;adia __ .upgrade compwtin. Seed and mulch, o sod and ,take these a within 45 hours alley completion of final grodi 'work ...the sly Stabilize all disturbed a e to be paved using early application of I growl bee•. Stabilize then mal wafted melena I a ( permitting). pari ny temporory o asrmonant Oromage ditch that conveys water from !ha construction site, or a'rwrta water "'un, rine consWction site. within 200 lineal feet from the property edge. or within 200 feel from the Point of discharge to any surface water. Stabilize temporary or permanent dInoge ditches within a4 hour f con ;,ting to o surface water. Provide pipe outlets with temporary or permanent energy dissipation within 24 tau, of connection to ..do. rater, 9. Water antl maintain seeded or sodded a a timely day-to-day basis. In the event of o seeding failure, reseed and mmubh the a reas .here the original .sed has failed to grow, and perform additional watering a neeeswry. Peomply replace all sod that dr',s out to the pain! where Kia pmeume diad. and au ore that nae been damaged. displaced, weakened, or heavily infested with -do. 10, ne"et all erosion and sediment control devices. stabilized or and infiltration o a da;w bee's until fond -disturbing activity tae crowd. omeTnaraa/ter. inspect of least o ee4N bast• until wgelatiw c •stobihmed.rc Impact all a and sediment control devices. stabilized and infiltration aroaa within21hour after a ainiall event gm.mr non 0.5 inches in 24 hoe Remove a mulatae sediment deposit, home behind • on and sediment control devices as r.need.v Do not allow sediment to a mulale to a tlaplb ofam ro than one-third of the height o1 the erosion ion and sediment control devices. Immediately rwplaca deteriorated, dodged, rotted, o sing • onlrol nvi, a Do umnt inspections and dates of rainfall awn,. Maintain o «rittn log of all inspection. noinlemnce. ond.re r adient ` and sell control facilities. pPi Ma relate to erosion 11. If dewatering is required and sump pumps am mod. all pumped Water must be discharged through an erasion control facility (temporary sedimentation basin, grit chamber, wand filter, upflow chamber, hydro -cyclone. swirl concentrator, w other appropriate facility) prior to leaving the constructionails. Proper anergy dieaipotion must be prided at the debet of the pump system. 12. Maintain oil temporory erosion and sediment control devices in place until the cnMbuUng drainage area hos been stabilized (ham -surf -veal ansa paved and vegetation established in gree"Poce). Repair any rilling. guly formation, or waahoula. After final establishment of permdmnt tabilizalion, re ovs all lam -nary syntMtic. structuraland non biodegradable a sion ore sediment control device, and any a mulaled nt sedime.. Cl:elf site. Restore permanent sedimentationbeein to their design a ndition immediolely Io1lo.ing stabilization of ne site. 13. Clan sedimentation bo.in., storm .ewer c.tanb-ins. attahes, and .the, drainage facilities as required in order to maintain their eft-tiv,nen. 14. Property di,po a of all waste and unused building materials (including garbage debris, cleaning wastes. oil, 9...line, paint, wastewater, toxic materials, and hazardous materibla) off -.iia. Do not allow waste and unused building materials to be carried by runoff into are<eivinq Manuel o storm se system. Properly stars oil, gawilina, point, and other hazardous materials in order to prevent spills, leaks, or otber discharge. r Includesecondary conloinment. Restrict attwoa to storage oma• in order to prevent vondall,m. Storage and disposal of hazardous materials meat be n compliance with MPGA mqulotione. 15. If concrete washouts -cur on the Site, prevent concrete washout water from entering storm drains and receiving .ate, EXHIBIT L CONSULTING CIVIL ENGINEERS 4200 WEST OLD SHAKOPEE ROAD / SURE 230 BLOOMINGTON, MINNESOTA 55437 (952)881,3344 TELEPHONE (952)881.1913 FAX -ouldecMl.mm DAVI D BAU MAN N AND KIRBY KITCHENER LOT SPLIT CRYSTAL, MN DATE REVISION I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Mlk. R. KettlW DATE: 8/17/05 REG. NO.: INFORMATION: PROJECT NO.: 05-017 DRAWN BY: MWT CHECKED BY: MRK APPROVED BY: MRK SCALE: DATE: 3A170116 DESCRIPTION: NOTES AND DETAILS SHEET NO: C2 3013 40425