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1b. Accept Public Utility Improvements in Mission HillsCITY OF lb, CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 • FAX (612) 937 -5739 by City administrator MEMORANDUM TO: Charles Folch, City Engineer FROM: Dave Hempel, Assistant City Engineer �(\ DATE: February 21, 1995 Lido ftilodifie Nu Sobmkw to commis" 00 SubmWad to FOO SUBJ: Accept a Portion of the Utility Improvements in Mission Hills - Project No. 93 -23 Staff has received a letter from Mr. Den Professional Services, Inc. requesting the improvements in a portion of the above - referen utility improvements have been completed specifications including the first lift of bitumi of private and public utility and street impr West 86th Street, Trunk Highway 101 and the utility improvements have not bee ul completed. Therefore, the City s along Trunk Highway 101 and improvements have been tested performed a walk- through inspec still required by the contractor. the watermain and sanit . , e r public storm sewer onding of the final wear nis Cil Marhula, Project Engineer with Westwood consider acceptance of the public utility oject. According to Mr. Marhula, the public cordance with the approved plans and alt. This project contained a combination en The public utility improvements are in i Hi Lane. However, on Mission Hills Lane ;este or has the first lift of asphalt been mal acceptance of the public utilities hese portions of the public utility ff and the streets paved. Staff has f d that some minor adjustments are p on of the project shall only include St t and Trunk Highway 101. The ider for acceptance upon completion It is therefore rec ed that the City Council accept the pu is u r 1 1 'scion Hills, Project No. 93 -23, specs i in Trunk Highway 101 and West eet right -of- -ways for perpetual maintenance and o' outstanding punch list items by June 1, 1 acceptable two -year maintenance bond. tractor completing any contractor supplying the City with an Attachments: 1. Letter from Dennis Marhula of Westwood Professional Services, Inc. dated February 13 1995. OFFICIAL ENGINEERING COPY 2. Location map. Received c: Jim Ostenson, Tandem Properties Revision No. Dennis, Marhula, Westwood Professional Services, Inc. —"— Approved b Engineer g:\eng \dave \projects\m ission \utility.cc Date Z– zz-9s Approved by City Council rif&— hould ly consider W ° 86th Street. an proved by City of the project and r the record, the utility system on West 86th facilities shall be cons Westwood Professional Services, Inc. W 14180 Trunk Hwy. 5 February 13, 1995 Eden Prairie, MN 55344 612-937-5150 FAX 612-937-5822 Mr. Dave Hempel City of Chanhassen 690 Coulter Drive P.O. Box 147 Chanhassen, MN 55317 RE: Mission Hills, Chanhassen, MN Project Number 93321 Dear Mr. Hempel, We verify that all public sanitary sewer, water main and storm sewer improvements on 86th Street, Mission Hills Lane and Mission Hills Court in the Mission Hills development are completed and are in compliance with the City Standards. The bituminous wear course on 86th Street will be completed in 1995 construction season as will the street improvements in the single family portion of the project. Therefore we would like to request the City of Chanhassen accept the utility portion of this project for ownership and maintenance. This verification is based on the staking and part-time construction observation provided by Westwood and inspection by a City Representative (OSM). Thank you for your help in this matter. Sincerely, Wes Profess2ionalServ* es, Inc. P.E. De arhula, P cc: I Ostenson (Tandem Properties) S. Swanson (Rottlund Homes) DEPT. Weawood Pralassiormil Services. Inc. is an equal opporninity inspirpr, Aft �m x �!.Isla ,.� �_ ��•� Ir ` O •• �� 0-M 1 �� •—�• 1j .i : i•� .r' m ' . _ .. HILLS WAY Now. EAS Jill All M_ • 0111111.2 .. • 1 t I � BANDIMERE PARK �- w ._ a �, CITY OF CHANHASSEN 690 COULTER DRIVE • P.O. BOX 147 • CHANHASSEN, MINNESOTA 55317 (612) 937 -1900 0 FAX (612) 937 -5739 MEMORANDUM TO: Don Ashworth, City. Manager FROM: Kate Aanenson, Planning Director Dave Hempel, Assistant City Engineer DATE: February 27, 1995 SUBJ: Final Plat for Stone Creek Fifth Addition Project No. 94 -16 Action by City Administrator Endorse ✓ D.0 A Modifie Re}ecie Dfe Submitted to CommissW M Submft Co'Un' - 7 -9 2. The proposed wetland setbacksbe uffer strip shown in the compliance table for each lot will be recorded asp the development contract. The buffer strip may not be less than 10 feet wide. The buffer strip will be preserved by an easement. 3. Alteration to the wetlands must occur when it results in the least impact to the wetland and not during the migratory waterfowl breeding season. Stone Creek 5th Addition February 27, 1995 Page 2 4. The applicant shall receive permits from the DNR and Corps of Engineers. 5. The applicant shall meet all conditions of the Subdivision #92 -1 and Rezoning #92 -2." The City Council also approved Subdivision #92 -1 as shown on the plans dated April 29, 1992, and subject to the condition that staff work with the developer to attempt to obtain a second curb cut onto the county road. Failing that, this layout as proposed without the Timberwood connection will be acceptable, and subject to the following conditions: 1. A tree conservation and wetland buffer easement shall be placed on the plat All building sites in the tree conservation or wetland buffer shall be shown on the building permit 2. The development shall follow the standard in Subdivision Regulations, Section 18 -16, regarding landscaping and tree preservation. 3. Park land shall be dedicated, 8 acres of property, as recommended by the Park Commission, including a 20 foot easement south of the Timberwood subdivision between Timberwood Drive and the park. 4. A front yard variance shall be granted to all homes that fall into the tree conservation area, but in no case shall the setback be less than 20 feet. 5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac at the end of Boulder Road. In addition, a sign shall be installed on the barricades stating that the street (Boulder Road) will be extended in the future. 6. The appropriate' drainage and utility easements should be conveyed with the final plat , over all utilities located outside of the public rights -of -way, along with standard easements over each lot Timberwood Drive shall be constructed 35 feet wide gutter to gutter. 7. The applicant shall receive and comply with all pertinent agency ' i.e. Watershed P Y Pe g Y P� ts Districts, Health Department, MWCC, etc. 8. Storm sewer calculation for a 10 ear storm even al ' y t, g with pond storage calculations for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City Engineer for review and approval. ' 9. A deceleration and acceleration lane on northbound County Road 19 shall be provided along with a bypass turn lane on southbound County Road 19 to improve turning ' movements into the development 1 1 k" —,_ -- - ' 18. The developer shall acquire the required utility construction permits from the PCA and Minnesota Department of Health and street access permits from Carver County Public Works. 1 19. The final plat shall be contingent upon the city authorizing a public improvement project for extension of trunk sanitary sewer and water facilities to the site. 20. As a condition of final plat approval, the applicant shall enter into a development contract and provide the financial security to guarantee construction of the improvements and payment of any pending assessment. 21. The applicant shall be given credit for any trunk utility improvements they may install as a part of their overall site improvements. The credit will be applied towards the Upper Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will Stone Creek 5th Addition February 27, 1995 ' Page 3 10. Watermain pipe sizing shall be increased to 8 inches in diameter on Forest Road and that ' part of Stone Creek Drive lying north of Forest Trail. ' 11. All storm retention ponds shall be constructed to NURP standards as well as provide storage for a 100 year storm event. 12. A permit from the railroad (Twin City Western) will be required for any grading or construction activity within the railroad right -of -way. ' 13. Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in accordance with the Fire Marshal's recommendations. 14. The proposed earth berm along County Road 19 shall be reduced or relocated easterly to ' provide adequate room for future trail considerations. 15. All areas disturbed during site grading shall be immediately restored with seed and disc - ' mulched or wood -fiber blanket within two weeks of site grading on or before November 15, 1992, except in areas where utilities and streets will be constructed yet that year. All ' areas disturbed with a slope of 3:1 or greater must be restored with sod or seed. 16. The developer shall provide adequate access easements for maintenance purposes to the proposed retention ponds. 17. The developer shall construct the utility and street improvements in accordance with the ' 1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final plans and specifications and submit for city approval. ' 18. The developer shall acquire the required utility construction permits from the PCA and Minnesota Department of Health and street access permits from Carver County Public Works. 1 19. The final plat shall be contingent upon the city authorizing a public improvement project for extension of trunk sanitary sewer and water facilities to the site. 20. As a condition of final plat approval, the applicant shall enter into a development contract and provide the financial security to guarantee construction of the improvements and payment of any pending assessment. 21. The applicant shall be given credit for any trunk utility improvements they may install as a part of their overall site improvements. The credit will be applied towards the Upper Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will Stone Creek 5th Addition February 27, 1995 Page 4 be determined as the difference between a standard lateral pipe size (8 inch diameter) and the proposed trunk improvements which are 12 inches in diameter. 22. The applicant/builder shall provide, at the time of building permit application, a tree removal plan and grading permit for 11 wooded lots, specifically, Lots 1 through 7, Block 1; Lots 1 through 24, Block 4; Lots 1 through 21, Block 5; and Lots 1 through 12 and 15 through 24, Block 4. 23. The applicant shall work with staff to explore the possibility of conveying backyard drainage from Block 5 into the development storm sewer system. 24. The outlot along County Road 19 ( Galpin Boulevard) needs to be replatted with another lot. 25. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration Permit #92 -3. FINAL PLAT REQUEST The request for final plat for the Stone Creek 5th Addition is for 16 lots and one outlot (future 6th Addition). The plat includes the extension of Stone Creek Road from Stone Creek Drive into two cul -de -sacs, Stone Creek Lane East and West. A wetland is located in the rear of Lots 12 -14 of Block 1. Setbacks from the wetland shall be 50 feet with a 10 foot minimum buffer strip. The tree conservation easement is located beyond the wetland edge so that a natural buffer from the wetland exists. A tree conservation easement is proposed over the rear of Lots 10 -14 of Block 1. Lot 1, Block 2 will also require a tree conservation easement. Staff has allowed the homes to be placed adjacent to the conservation easement but in no case shall any structure be allowed to be built in the conservation easement. If a patio is not shown on a home the house must be placed at least 12 feet from the conservation easement. Lots with conservation easements are required to provide a grading and tree removal plan. The city typically allows for a 15 foot wide tree removal limit around the home. UTILITIES The city has received detailed utility and street construction plans and specifications for this development. The plans propose to construct the utilities and streets on both Stone Creek Lane East and West. Staff has reviewed the plans and specifications and find them in general conformance with city standards. Sanitary sewer and water lines will be extended to the site from Galpin Boulevard (CR 19) and Stone Creek Drive. Stone Creek 5th Addition February 27, 1995 Page 5 SITE GRADING The applicant has rough graded the Fifth and Sixth Additions in conjunction with the Fourth Addition construction process. This was in an effort to balance earthwork as well as efficiently prepare the site for future development. Only minor site grading is anticipated to fine grade the site after utility construction is completed. I DRAINAGE The first two additions of Stone Creek provided a storm drainage system which conveys storm water runoff to two on -site storm water retention basins. These basins will also collect storm runoff from the Fifth and Sixth Additions. Both of these basins were constructed to meet the City's water quality and quantity requirements. Therefore, no additional SWMP fees will be required. ' EROSION CONTROL The grading plan provides erosion control measures adjacent to the wetland located east of Stone Creek Lane East. Erosion control practices in accordance with the City's Best Management Practice Handbook (BMPH) are being applied to this project. ' STREETS The construction plans propose a 31 -foot back -to -back urban street section with a 60 -foot wide right -of -way which is in accordance with City standards. Street grades within this phase are well within the City's guidelines and ordinance. As in the ' conditions of approval for the previous four additions, the overall subdivision will be contributing traffic to the intersection of Galpin Boulevard (CR 19) and Stone Creek Drive. Staff believes that a bypass lane will now be warranted along southbound Galpin Boulevard. However, since ' Galpin Boulevard at this time is deficient of right -of -way to construct said bypass and the road is scheduled for upgrading in the future, staff is recommending that the developer will be required to pay $5,000 to the City for construction of portions of said bypass lane, specifically ' the granular base and bituminous pavement. Security for this improvement has been added in the development contract until payment is received by the city. ' SUBDIVISION 1. A tree conservation and wetland buffer easement shall be placed on the plat. All building sites in the tree conservation or wetland buffer shall be shown on the building permit. Stone Creek 5th Addition February 27, 1995 Page 6 • There are 6 lots that have tree conservation easements in this phase. The wetland buffer falls within the tree conservation area on 3 of the 6 lots. Tree conservation and wetland buffer easements will be recorded in conjunction with recording of the final plat and development contract. 2. The development shall follow the standard in Subdivision Regulations Section 18 -16 regarding landscaping and tree preservation. • Streetscape is not applicable in this phase. 3. Park land shall be dedicated, 8 acres of property, as recommended by the Park Commission, including a 20 foot easement south of the Timberwood subdivision between Timberwood Drive and the park. • The park property was dedicated with the Second Addition. 4. A front yard variance shall be granted to all homes that fall into the tree conservation area, but in no case shall the front setback be less than 20 feet. • There are 6 lots that have the conservation easement and would allow for a 20 foot minimum front yard setback. In no case shall anything be placed inside the tree conservation easement. A home with a deck /patio may be placed adjacent to the easement but a home without a deck /patio must maintain a 12 foot setback from the easement. 5. The applicant shall convey to the city a temporary easement for the temporary cul -de -sac at the end of Boulder Road and Stone Creek Drive. In addition, a sign shall be installed on the barricades stating that the streets (Boulder Road and Stone Creek) will be extended in the future. • This condition is not applicable with this phase. 6. The appropriate drainage and utility easements should be conveyed with the final plat over all utilities located outside of the public rights -of -way, along with standard easements over each lot. Stone Creek Drive shall be constructed 35 feet wide gutter to gutter. • This condition has been met. 7. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed Districts, Health Department, MWCC, etc. • This condition is still applicable. ' Stone Creek 5th Addition ' February 27, 1995 Page 7 ' 8. Storm sewer calculations for a 10 year storm event, along with pond storage calculations for storage for a 100 year storm event, 24 hour intensity, should be submitted to the City Engineer for review and approval. ' 0 This condition has been met. 9. A deceleration and acceleration lane on northbound County Road 19 shall be provided along with a bypass turn lane on southbound County Road 19 to improve turning movements into the development. ' This condition needs to be modified. A deceleration and acceleration lane has been provided. Staff believes a bypass lane will now be warranted along ' southbound Galpin Boulevard. Since Galpin Boulevard right -of -way is deficient to construct the bypass lane, the county and city have scheduled a joint cooperative project to upgrade Galpin Boulevard to 4 lanes. The developer should be required to pay the city for construction of their portions of said bypass lane, specifically the granular base and bituminous pavement. Security for this future improvement will be included with the Fifth Addition ' development agreement until the applicant pays the city. The cost of their portion of the bypass lane is $5,000. 10. Watermain pipe sizing shall be increased to 8 inches in diameter on Boulder Trail (easterly portion of Stone Creek Drive) and that part of Stone Creek Drive lying north of Forest Trail. • This condition has been met previously. 11. All storm retention ponds shall be constructed to NURP standards as well as provide storage for a 100 year storm event. ' This condition has been met with the previous phases. No additional ponding or storm water management fees will be required. ' 12. A permit from the railroad (Twin City Western) will be required for any grading or construction activity within the railroad right -of -way. ' This condition is still applicable. 13. Fire hydrants shall be spaced approximately 300 feet apart throughout the subdivision in accordance with the Fire Marshal's recommendations. 1 0 This condition has been met. Stone Creek 5th Addition February 27, 1995 Page 8 14. The proposed earth berm along County Road 19 shall be reduced or relocated easterly to provide adequate room for future trail considerations. • This condition is not applicable with this phase. 15. All areas disturbed during site grading shall be immediately restored with seed and disc - mulched or wood -fiber blanket within two weeks of site grading on or before November 15, 1992, except in areas where utilities and streets will be constructed yet that year. All areas disturbed with a slope of 3:1 or greater must be restored with sod or seed. This condition should be modified. All disturbed areas shall be restored in accordance to the city's Best Management Practices Handbook. The final seeding date shall be November 15, 1994. 16. The developer shall provide adequate access easements for maintenance purposes to the proposed retention ponds. • This condition has been met. 17. The developer shall construct the utility and street improvements in accordance with the 1992 edition of the City's Standard Specifications and Detail Plates and shall prepare final plans and specifications and submit for City approval. This condition is no longer applicable. The applicant has supplied the city with the acceptable construction plans and specifications. 18. The final plat should be contingent upon the City Council awarding a bid for extension of trunk sanitary sewer and water facilities to the site. • This condition is no longer applicable. 19. As a condition of final plat approval, the applicant shall enter into a development contract and provide the financial security to guarantee construction of the improvements and payment of any pending assessment. This condition has been modified deleting the payment of any pending assessment since the assessments have been levied. The levied assessments shall be divided evenly among the number of new lots. 20. The applicant shall be given credit for any trunk utility improvements they may install as a part of their overall site improvements. The credit will be applied towards the Upper Bluff Creek sanitary sewer and watermain trunk improvements. The credit amount will Stone Creek 5th Addition ' February 27, 1995 Page 9 be determined as the difference between a standard lateral pipe size (8 inch diameter) and the proposed trunk improvements which are 12 inches in diameter. • This condition is not applicable with this phase. 21. The applicant/builder shall provide at the time of building permit application a tree ' removal plan and grading plan for all wooded lots. • This condition needs to be modified. The applicant/builder shall provide the ' city at the time of building permit application, a tree removal plan and grading plan for all wooded lots, specifically Lots 10 -14, Block 1 and Lot 1, Block 2 for review and approval. 22. The applicant shall work with the staff to explore the possibility of conveying backyard drainage from Block 5 into the development storm sewer system. ' This is no longer applicable. ' 23. The outlot along County Road 19, Galpin Blvd, needs to be replatted with another lot. • This is no longer applicable. 24. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration Permit #92 -3. ' 0 This is no longer applicable. 25. Secondary access on to Galpin Boulevard. • This is no longer applicable. ' RECOMMENDATION ' Staff recommends the City Council approve the final plat for Stone Creek 5th Addition #92 -1 subject to the following conditions: ' 1. The applicant shall receive and comply with all pertinent agency permits, i.e. Watershed Districts, MN Dept. of Health, MWCC, etc. ' 2. All areas disturbed by construction activities shall be restored with sod, seed and disc - mulched or wood -fiber blanket in accordance to the city's Best Management Practices ' Handbook. All disturbed areas shall be revegetated by no later than November 15, 1995. Stone Creek 5th Addition February 27, 1995 Page 10 All areas disturbed with a slope of 3:1 or greater must be restored with sod or seed with erosion control blanket. 3. As a condition of final plat approval, the applicant shall enter into a development contract and provide the financial security to guarantee construction of the improvements. 4. The applicant/builder shall provide to the city at the time of building permit application, a tree removal plan and grading plan for all wooded lots, specifically, Lots 10 through 14, Block 1, and Lot 1, Block 2 for review and approval prior to issuance of the building permits. 5. The applicant shall meet the conditions of the Rezoning #92 -2 and the Wetland Alteration Permit #92 -3. 6. The following setback shall apply on those lots that have tree conservation easements: STONE CREEK 5TH ADDITION Block Lot Lot Area Wetland Buffer Easement Setback May be as close as 20 ft. Conservation Easement 1 1 18,193 30 ft. 2 15,002 30 ft. 3 15,208 30 ft. 4 15,392 30 ft. 5 15,125 30 ft. 6 16,353 30 ft. 7 18,765 30 ft. 8 17,109 30 ft. 9 18,193 30 ft. 10 15,386 20 ft. 11 17,307 20 ft. 12 24,067 * 20 ft. 13 29,212 * 20 ft. Stone Creek 5th Addition February 27, 1995 Page 11 * As per easement document 7. The applicant shall construct an 8 -foot wide bituminous trail within the parkland from Timberwood Drive along the north line of plat boundary to the parkland proposed for grading. 8. The levied assessments on the property shall be divided evenly among the number of lots developed. ' 9. The developer shall pay the city $5,000 for future construction of portions of a bypass lane on southbound Galpin Boulevard (CR 19), specifically, the granular base and bituminous pavement. 10. Tree conservation easements over Lots 10 -14, Block 1 and Lot 1, Block 2 and wetland buffer easements over Lots 12 -14, Block 1 shall be recorded in conjunction with ' recording the final plat and development contract. 11. Wetland Buffer areas shall be surveyed and staked in accordance with the city's wetland ordinance. The city will install wetland buffer edge signs and will charge the applicant $20 per sign. ' ATTACHMENTS 1. Reduction of Stone Creek preliminary plat. ' 2. Stone Creek Phasing Plan. 3. Wetland buffer and tree preservation easements. 3. Final plat dated February 22, 1995. 14 32,277 * 20 ft. 2 1 15,030 20 ft. 2 15,030 1 30 ft. * As per easement document 7. The applicant shall construct an 8 -foot wide bituminous trail within the parkland from Timberwood Drive along the north line of plat boundary to the parkland proposed for grading. 8. The levied assessments on the property shall be divided evenly among the number of lots developed. ' 9. The developer shall pay the city $5,000 for future construction of portions of a bypass lane on southbound Galpin Boulevard (CR 19), specifically, the granular base and bituminous pavement. 10. Tree conservation easements over Lots 10 -14, Block 1 and Lot 1, Block 2 and wetland buffer easements over Lots 12 -14, Block 1 shall be recorded in conjunction with ' recording the final plat and development contract. 11. Wetland Buffer areas shall be surveyed and staked in accordance with the city's wetland ordinance. The city will install wetland buffer edge signs and will charge the applicant $20 per sign. ' ATTACHMENTS 1. Reduction of Stone Creek preliminary plat. ' 2. Stone Creek Phasing Plan. 3. Wetland buffer and tree preservation easements. 3. Final plat dated February 22, 1995. f'Pc t i I� L •J I o� .ra o xx wt/ /N'r iM i4''v1r' \ Ail ice;/ ••:C %ii /^ ^ ♦ \� \t �`\ ` -� � -J �. ` lvl (J t ) r // \• /ii \/� / '' 3`• 4l�it.l` :.�� ` c\ pl \a"i r------ ._ ------ ., ' J >r .'�' a �s \`�`:•s � ;t F t ...: .wJ, I; a• t u/ W l l i ' • 3' ��rf.L� ,, � 6. 1� \ \'. \ , \ f i�+ -o' O 7 rJ; t f� W ^ � `� ~ 1 L... O �y ; ' ��t .fi .,it�, • _F A --- • -- -- - -- V / ,. t I \ 9. 1 I f \ ' ri FI\ /� /• } ? :f /�� \ ,\ \` b � \\ • i7sut 4. 1 \ I ` ��•. 41 , \ \N LL > 1•• / ' • / ZIN I \ . Ia s It \\ \ \ CL b L2 \-t• *, ` '?Z / / Y / / ��F �. C••�� ,\ ., \., t , i , t.- . 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' ' � - - - � � ��1 • - �!' l / � 1y'1!. ".•�!'' / -i -_� -. / I;, war . •r' /� jar -�,,�. r `/ %• • ' � r� • ij f'' - ij� ":' :� /� / i ^\ \ �\ � \�'. / s/// / i ��;ii t- ) / i\ L i r + � � / O N - ,d • �' // � ,,, `� � - h• / / / �� \\ '�:' \ol,� � /.:ryi ry • � / / �-��'! `t -• - � f 1 ,/� 1 : is - /� ?,�i[l/;'•' /� �, y ^ / - \\ �` i \`\ \ / )' // X � f/ �1 �t ' 'n .. � _- `' 4� f 1 \° 7 iin.t % / •� / ' / // •,` ..aY -_ .. a \ -�. / / III 1 '�.% It It • - ,/ i l r / ' I ' ,1 1 '• \`,• �Y � ��. '. :_ ~: "; iw ,a! i // Yr� I r1- ��t �i •' ^' /' � .j 1 , 1 a ( nJ l 1l �' 1 - ;,•r te ? � �1 11 / / !Y 1 { 1 'fit S� -•� - . ?e.. -: �` --��. � ... z . = _��1 : :?!� tl. / ri..lr O�J• I / Jt 1 yf �:',. r � 1 1 1 0 rrl :_ 1 0, -I z pl' o / VI LL Lj lot, 2 v - I s LLI "IR %A 3 lUA: it 4 111 N �A ' j - t 4 % E rte,— +�— �� +T�.�� - • �_�� . ♦ - • ;, ,::'/ = ,` y! � h ( � r N --------------- j OL iL x N r7l M IF ti r —OL N % C al l, N. 01 ,III Is 1 0" Zit ' i A R. Lwo AjrA .0 . ..... e x f 41 /! Hi . IIiii-11.51i 1"; s >�TJ� �.';- "- - 'r a_....� — -•y -+- -� utli\t\ It �Y!L•c �"�\t•i,/ r - R•? -,�.• �_ � : ' '> - L-: --;_ —.•�� 7r fe,k SkETCH 4 OMSCR I PT I ON Of Wet /and Buffer Easements over Lots 12 -14, Block 1, STONE CREEK FIFTH ADDITION, Carver County, Minnesota. � t n !Z�°0 14 L - - - - -- !Pt 3Y53•E - - - - -. >... 13 , F ... t �--- - ____9 sea•3r5T'E 12 fet3e -- 11 /.:•f�: ..�.. Sly - "\ Y .t�Mrr.. ;::•: M easement far Welland Duff. purposes a— and ocroes that part of Lot ie, Blotk 1, STONE CREEK FIFTH ADDITION, Carver County, Minnesota lying mslMy of a line described as beginning at the northeast Comer of said Lot 14, thence southwesterly to a point on the south line of said Lot to distant 125.00 feel westerly from the muthmsl Caner of aaid lot and said line there terminating. N o eh - t far .Wand Wier p Wells aver and s that part of Lot 13, Block 1, STONE CREEK FIFTH ADDITION, Carver County, rn9 malany of o tine desor,bW as beginning of o point on the north line of sold Lot 13 lelant 123.00 feat west from the nartheaat tom there aoid Lek lh ere IermNOling. . anta aoutharly to a paint an the sou m corner of line of mid Lot 13 distant 75.00 feet westerly fro the southeast corn of said lot and said line ' th AA easement tar wetland Duffer purposes over and ocroso that part of Lot 12, Block 1, STONE CREEK FIFTH ADDITION, Carver County. Milhesala lylnq easterly of a line UeginF9 Of the southeast tamer of mid Lot 12; thence northerly to o point an the north line of sold Lot 12 distant 75.00 feel weslany of the nartheesl Comer of mid tot and said line there t.minatinq. W71 3 Scale 1 "= 100'1 Drawn By: dano Book: Disc: 91900PP o Denotes Iron Set • Denotes Iron Found Bearings shown are on a ossumed datum. l hereby certify that this Plan, surve direct t / y or report was prepared by me or under m erv/sion and th y �'� Ir a am a duty Registered Land Su r under the / �y ows LAND SURVEYORS o/ th ate Min o oted this �_ doy of �t iuoi•� 1995. 9180 LEXINGTON AVE. NO. Registration No. 12;266.57 CIRCLE PINES, MINNESOTA 33C kFETCH 4 OMSOR PT I oN Of Tree Conservation Easements over Lots 10 -14, Block 1, I STONE CREEK FIFTH ADDITION, Carver County, Minnesota. \ tl I 30 30 a l l o � .�..: ?� ti r .. �. North M easement far tree conservation purposes ow. under and across the east 257.87 feet of Lot 1e. Block I. STONE CREEK FIFTH ADDITION, Carver County. kii An salemat for tree ccn.. —ti- purposes ow, undo and across that port of Lot 13. Block 1, STONE CREEK FIFTH ADDITION. Car County. Minnesota lying east of a line described as beginning at a point on the north Ilne of -Old Lot 13 distant 90.89 feet coal from the north —t comer of aid lot; thence a -Iherly al right angles to Mid oath Inc to the south line of sa id L IS and sold Ina there terminating. ' An easement for tree conservolton purpose- ow. under and across that part of Lot 12. Block 1, STONE CREEK FIFTH ADDITION. Carom County. Minnesota lying east of a line described w beginning at o point on the south line of said Lot 12 distant 90.00 feet cost hem the southeast comer of said lot: thence northerly at right Angles to said south line to the north line of said Lot 12 and said line there terminating. An easerllent for tree conservation purposes ow, under and across that port Of Lot 11, Black I. STONE CREEK FIFTH ADDITION. Carver County. Minneeoto lying east or 0 line ,.scribed as beginning of a point On the north line of aid Lot 11 distant 107.71 feel east of the natheest comer of said Lot 11; thence swtheeslerly to o point on the south..I.Ily line of said Lot 11 distant 107.71 feet wuUsastedy ham lM Meet easterly caner of said lot and said line there terminating. M easement for tree conservollon purposes ow, under and across that port of Lot 10. Block 1, STONE CREEK FIFTH ADDITION, Carver County, MiM..Old lying owtheasterly of a line described as beginning at a point on the northeasterly fine of; Lot 10 diatont 90.00 feel fa then s- theeslerly Ot right angles to said north-std Y line to the southerly line of sold Lot utheOSlMy frpm In* northeast cane of wla lot: f0 ce and aid Inc there tem+nating. -I cliF.11tta.L Ll:wy 3 tale 1 "= 100' Drawn By: dano Book: Pg.: Disc: Job No.: 91900PP Denotes Iron Set • Denotes Iron Found Bearings shown are on an assumed datum. l hereby certify that this plan, survey or report was prepared by me or under my �Je�,QMIP 4 INC. direct su r duly Registered Land Surve r under the lows L vision and that l am o AND SURVEYORS f the t e o inns oto oted this 3rd day of / or 1995 918m LEXINGTON AVE. NO. CIRCLE PINES, MINNESOTA 35014 -36:5 t �, — Registration No. / TEL. '786 -5556 Fax 186 -6v0� 9 �\\ ' v -t: N�IAO L 55.79 ' u7ta'ao .�..: ?� ti r .. �. North M easement far tree conservation purposes ow. under and across the east 257.87 feet of Lot 1e. Block I. STONE CREEK FIFTH ADDITION, Carver County. kii An salemat for tree ccn.. —ti- purposes ow, undo and across that port of Lot 13. Block 1, STONE CREEK FIFTH ADDITION. Car County. Minnesota lying east of a line described as beginning at a point on the north Ilne of -Old Lot 13 distant 90.89 feet coal from the north —t comer of aid lot; thence a -Iherly al right angles to Mid oath Inc to the south line of sa id L IS and sold Ina there terminating. ' An easement for tree conservolton purpose- ow. under and across that part of Lot 12. Block 1, STONE CREEK FIFTH ADDITION. Carom County. Minnesota lying east of a line described w beginning at o point on the south line of said Lot 12 distant 90.00 feet cost hem the southeast comer of said lot: thence northerly at right Angles to said south line to the north line of said Lot 12 and said line there terminating. An easerllent for tree conservation purposes ow, under and across that port Of Lot 11, Black I. STONE CREEK FIFTH ADDITION. Carver County. Minneeoto lying east or 0 line ,.scribed as beginning of a point On the north line of aid Lot 11 distant 107.71 feel east of the natheest comer of said Lot 11; thence swtheeslerly to o point on the south..I.Ily line of said Lot 11 distant 107.71 feet wuUsastedy ham lM Meet easterly caner of said lot and said line there terminating. M easement for tree conservollon purposes ow, under and across that port of Lot 10. Block 1, STONE CREEK FIFTH ADDITION, Carver County, MiM..Old lying owtheasterly of a line described as beginning at a point on the northeasterly fine of; Lot 10 diatont 90.00 feel fa then s- theeslerly Ot right angles to said north-std Y line to the southerly line of sold Lot utheOSlMy frpm In* northeast cane of wla lot: f0 ce and aid Inc there tem+nating. -I cliF.11tta.L Ll:wy 3 tale 1 "= 100' Drawn By: dano Book: Pg.: Disc: Job No.: 91900PP Denotes Iron Set • Denotes Iron Found Bearings shown are on an assumed datum. l hereby certify that this plan, survey or report was prepared by me or under my �Je�,QMIP 4 INC. direct su r duly Registered Land Surve r under the lows L vision and that l am o AND SURVEYORS f the t e o inns oto oted this 3rd day of / or 1995 918m LEXINGTON AVE. NO. CIRCLE PINES, MINNESOTA 35014 -36:5 t �, — Registration No. / TEL. '786 -5556 Fax 186 -6v0�