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5.7, 5.8, 5.9 Item#'s5.7., 5.8. & 5.9 Illy of MEMORANDUM Elk1' River TO: Planning Commission FROM: Steve Ach, City Plannej „,"___ DATE: May 27, 1997 SUBJECT: Request by CPDC for a Zone Change, Conditional Use Permit and Preliminary Plat Approval, Public Hearing Case No.'s ZC 97-1, CU 97-11 and P 97-8 Request A. Consider rezoning approximately 280 acres from Ric (Single Family Residential) and Rte (Single Family Residential) to PUD (Planned Unit Development) • B. Consider preliminary plat to subdivide approximately 280 acres into roughly 322 single family lots and 200 townhouse lots. C. Consider conditional use permit request for a 280 acre residential • planned unit development. Location The property lies north of County Road No. 12 east of the realigned County Road No. 13 and south of the 187th Avenue alignment. Zoning/Land Use Ric (Single Family Residential) and Me (Single Family Residential) / MR (Medium Density Residential) Attachments • Development summary prepared by Westwood Professional Services, Inc. dated April 1997. • • Park development concepts for Outlot C 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • TDD & Phone: (612) 441-7420 • Fax: (612) 441-7425 Memo to the Planning Commission/CPDC May 27, 1997 Page 2 • Overview At Tuesday night's meeting, the project will be presented to the Planning Commission by Westwood Professional Services, Inc. to give the Planning Commission an overview of the entire planned unit development. Staff realizes that the size of this project will require two meetings by the Planning Commission; therefore, the first meeting will be dedicated to discussing the overall concepts of the plan and receive direction from the Planning Commission with any changes or conceptual concerns the Commission may have at this point. After receiving the Planning Commission's input at this initial meeting, staff will continue to meet with the developer and possibly have an opportunity to present the plan to the Planning Commission at the June workshop, prior to submitting the plans back to the Planning Commission on June 24th for a recommendation to the City Council. Some of the issues the Planning Commission may want to think about include the following: • Land use distribution throughout PUD • Varying lot sizes • Protection of wetland, natural areas and woodlands • • Landscaping/amenity package to be included in the development • Pedestrian system throughout the development Park & Recreation Commission Recommendation The Park & Recreation Commission has reviewed this development at two prior meetings. The project will continue to be massaged to satisfy the Park & Recreation Commission's recommendations of creating a centralized park in the middle of this area. Westwood Professional Services has created a park concept plan for Outlot C (see attached). The Park Commission's recommendation at the last meeting was to look at increasing the size of this area to create more usable open space along with retaining some of the natural areas for diversified park use. The developers may have a new sketch available for Tuesday night's meeting to present to the Planning Commission. Recommendation In summary, the Planning Commission is being asked to review the overall development plans and provide comments based on a "first blush" review of this planned unit development. As I have highlighted above, there are some • larger issues that should be given attention at Tuesday night's meeting to \shrdoc\planning\pc\cpdcl.doc Memo to the Planning Commission/CPDC May 27, 1997 Page 3 • assist the developers and staff in redesign this project for the Planning Commission's consideration next month. If the Planning Commission has any questions or comments prior to Tuesday night's meeting, please feel free to contact me and I will be happy to try and provide additional information to address any questions or comments. i • f:\shrdoc\planning\pc\cpdcl.doc on 47 V I ,' O v � I ? ra_�' � -'! ; •.', . Soft . I P�`..asisi ►a 1 1 i ! Y . , 2.1iiiiiiii.. n 1 am% wiNal de- dr:mt.- now sour ^.• /".' "IOW II, 401mi 41:4, %TT 4.4., 1111,wiritirrirriv. 1 11 .ii In 4 o .li ,.�1)1El 4• Wirlirb u0u(tt . _ . .. . /11 _ IIiimm :l `i �i�i�o� - o ! 0il � '�"'i�io ‘IP LOCATION .'14 -15 1,1 FLA P 6. MN Alga 111 t IMIL �f Ilk _ rlvf.f. V�" • O e e :'•`•'•.•.•.••�i+•.w. •V,,;a^''�,'fr;` 7 ., Qm e ii}a. � i• i i MK. .........: . • itlau b' I .ar' I e -• �i}Y•v:�:i N� r:\.: ���'0�` :gy'''p:$::ix:%;::::;::;�:/:`4:::i�i`i:5::::iiS:';ii;.'•:4,, :: .:: :: :: ::::: -IMV 0‘ \.+i•L.;. •.#. 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Box 490 Elk River, MN 55330 Submitted by: Contractor Property Developers Company 9110 83rd Avenue North Brooklyn Park, MN 55445 Prepared by: Westwood Professional Services, Inc. 14180 West Trunk Highway 5 Eden Prairie, MN 55355 e Table of Contents Information Summary Drawings Exhibits III • WESTWOOD PROFESSIONAL SERVICES, INC. • April 30, 1997 TROTT BROOK FARMS PROJECT SUMMARY AND NARRATIVE Ref. No. 96367 Elk River, Minnesota PROJECT SUMMARY PROJECT NAME Trott Brook Farms LOCATION East of County Road 13 and North of County Road 12 (Weldon Schulze Farm) OWNER Weldon and Marcella Schulze 1111 10743 1815(Avenue Northwest Elk River, MN 55350 DEVELOPER/APPLICANT Contractor Property Developer's Company (CPDC) 9110 83rd Avenue North Brooklyn Park, MN 55445 Contact: Homer Tompkins (612) 627-0823 SITE PLANNING, SURVEYOR, ENGINEER Westwood Professional Service, Inc. 14180 West Highway 5, Suite 220 Eden Prairie, MN 55344 Contact: Ed Hasek (612) 937-5150 • PROJECT NARRATIVE TROTT BROOK FARMS 1 LEGAL DESCRIPTION . PARCEL I: The Southeast Quarter of the Northwest Quarter of Section 35,Township 33, Range 26 except that part thereof described as follows: Commencing at a point on the South line of the Southeast Quarter of the Northwest Quarter, said line assumed to bear South 88 degrees 53 minutes 06 seconds East for the purpose of this description, a distance of 261.0 feet East of the Southwest corner thereof;thence North 1 degree 01 minutes 40 seconds East parallel with the West line of said Southeast Quarter of the Northwest Quarter a distance of 325.54 feet to the actual point of beginning of the land to be described; thence North 1 degree 01 minutes 40 seconds East a distance of 167.11 feet to a point to be hereafter known as Point A; thence North 1 degree 01 minutes 40 seconds East a distance of 55.64 feet;thence North 88 degrees 53 minutes 06 seconds West parallel with the South line of said Southeast Quarter a distance of 181.5 feet;thence South 1 degree 01 minutes 40 seconds West parallel with the West line of said Southeast Quarter a distance of 222.75 feet; thence South 88 degrees 53 minutes 06 seconds East parallel with the South line of said Southeast Quarter to the point of beginning. And the South Half of the Northeast Quarter of Section 35, Township 33,Range 26, according to the United States Government Survey thereof and situate in Sherburne County, Minnesota. Together with a non-exclusive easement for roadway and utility purposes,33.00 feet in width, over and across part of the Southeast Quarter of the Northwest Quarter, and over and across part of the Southwest Quarter of said Northwest Quarter, all in Section 35,Township 33, Range 26, Sherburne County, Minnesota. 1 The centerline of said easement is described as commencing at the Southwest corner of said Southeast Quarter of the Northwest Quarter; thence North 89 degrees 04 minutes 18 seconds East, • assumed basis of bearings, along the South line thereof for 261.00 feet; thence North 1 degree 05 minutes 47 seconds West parallel with the West line of said Southeast Quarter of the Northwest Quarter for 548.29 feet; thence South 89 degrees 04 minutes 18 seconds West parallel with said South line, and along a line to be hereafter known as Line"B" for the purposes of this description, for 76.72 feet to the actual point of beginning of the easement centerline to be hereby described thence North 37 degrees 03 minutes 32 seconds West for 19.72 feet;thence North 72 degrees 57 minutes 35 seconds West for 143.96 feet; thence North 44 degrees 46 minutes 19 seconds West for 145.78 feet;thence North 78 degrees 36 minutes 07 seconds West for 141.20 feet, more or less,to intersect with and terminate at the centerline of County State Aid Highway No. 13 as laid out and travelled on August 26, 1988. The side line of said easement being lengthened or shortened as need be to intersect with and terminate at said Line"B"and at the southerly line of the right-of-way of said County State Aid Highway No. 13. PARCEL II: The West Half of the Southeast Quarter;the East Half of the Southwest Quarter and the East 10 rods of the West Half of the Southwest Quarter, in Section 35, Township 33, Range 26, according to the United States Government Survey thereof and situate in Sherburne County, Minnesota. EXCEPT THE FOLLOWING: That part of the above described lying southwesterly of County State Aid Highway No. 12. A tract of land in the Southwest Quarter of Section 35,Township 33, Range 26, described as follows: beginning 1667.9 feet East of the Southwest corner of said Section and along the South line of Section; thence bearing North 50 degrees 39 minutes West along the centerline of a road a distance of 635.0 feet to the point of beginning; thence North 39 degrees 21 minutes East a distance of 133.0 feet; thence North1111 50 degrees 39 minutes West a distance of 75.0 feet; thence South 39 degrees 21 minutes west a distance • of 133.0 feet; thence South 50 degrees 39 minutes East and along the centerline of said road a distance of 75.0 feet to the point of beginning, excepting 33.0 feet parallel to the centerline of said road being road right-of-way. That part of the above described East Half of the Southwest Quarter and the East 10 rods of the West Half of the Southwest Quarter described as follows: Commencing at the intersection of the tangent to the centerline of County State Aid Highway No. 12 and the South line of said Southwest Quarter a distance of 955.38 feet west of the Southeast corner thereof;thence North 50 degrees 40 minutes West along said centerline of Highway 570.58 feet to the actual point of beginning of the land to be described;thence North 39 degrees 20 minutes East a distance of 163 feet;thence North 0 degree 17 minutes East a distance of 563.21 feet;thence North 89 degrees 43 minutes West to the West line of said East 10 rods of the West Half of the Southwest Quarter;thence South along said West line to the Highway centerline; thence South 50 degrees 40 minutes East along said centerline to the point of beginning. • • WESTWOOD PROFESSIONAL SERVICES, INC. DEVELOPMENT DATA ZONING/LAND USE Existing Zoning: R-lc and R-le - Residential Existing Land Use: Farm and Undeveloped Guide Plan: Residential Proposed Zoning: P.U.D. - Residential Mixed Use Proposed Land Use: Residential PROPOSED DEVELOPMENT SUMMARY Total Site Area: 281.4 acres Total Units Proposed: 522 units Townhouses: 220 Detached SF: 302 Overall Density: 1.8 units/acre Total Wetlands (39): 84 acres Total County R.O.W.: 9.9 acres (including proposed) Net Upland Development Area: 187.5 acres Average Lot Area/Unit: 14,900 s.f. Average Single Family Lot Sizes: North: (90' X 150' min.) 21,450 s.f. South: (75' X 140' min.) 15,650 s.f. • PROJECT PHASING Project phasing will follow the extension of trunk utility systems and is anticipated to include a portion of the townhouse and single family developments off both County Road 13 to the north, and County Road 12 to the south. Project build out will be market driven and is anticipated to be completed in 5 to 8 years. REQUESTED ACTION The action requested is for a revision of the Comprehensive Plan and Rezoning of the property to allow the development of a residential P.U.D. generally under the R-lc and R-le zoning guidelines of the ordinance. The approval of a C.U.P. and a Preliminary Plat for the subdivision of the property is also being sought out. PROJECT NARRATIVE • EXISTING CONDITIONS The 281 acre Schulze Farm is currently in three main uses. The northern half is undeveloped and consists of wetlands, rolling wooded hills, and open meadows. The southern half generally consists of agricultural and hog fanning with the western area • PROJECT NARRATIVE TROTT BROOK FARMS 2 WESTWOOD PROFESSIONAL SERVICES, INC. • being a large 40 acre wetland. Trott Brook flows along a portion of the eastern property boundary. ABUTTING LAND USES Surrounding land uses include undeveloped farmland to the north, residential and industrial development to the west, undeveloped and park land to the south, and agricultural land to the east. Properties to the north and east are characterized by numerous wetlands and rolling wooded hillsides. ACCESS Access to the property will come from County Road 13 out the west, and County Road 12 on the south. Plans are currently underway to realign County Road 13 to the west of the natural gas facility, potentially providing an additional access location to the southern portion of the project. County Road 12 is also being planned for an upgrade to four levels in the near future. SOILS/SLOPES Upland soils generally consist of fine to coarse, sandy loarns of the Nebishand Mahtomedi series. Slopes range from 0 to an excess of 30% across the site. Several areas of the site have been previously excavated for sand and gravel deposits. • Numerous depressions and wetlands consist of Seelyeviles and Bowstring soils series, and area typically mucky and flooded. Upland and wooded wetlands are characteristic of those found in maturing oak woodlands. VEGETATION The southern half of the site is generally devoid of vegetation with the exception of shelterbelts around the two farmsteads, and along County Road 12. Wooded portions of the northern half of the property consist of maturing oak woodlands with areas of planted pines, aspen groves, and boxelder/cottonwood stands. Preliminary visual inspection indicates the presence of Oak wilt, but the extent has not been fully documented. PROPOSED DEVELOPMENT This proposal is for the development of 522 residential mixed use units over 281 acres of generally rolling and wooded property motteled with numerous wetlands. The project has been designed to offer four distinct opportunities for living in the Elk River community. Two areas of townhouses (one north and one south) offer different living environments. • The northern 44 units are set in wooded rolling hills and area accessed by a private 30' drive to preserve the wetland areas and woodlands on the site. PROJECT NARRATIVE TROTT BROOK FARMS 3 WESTWOOD PROFESSIONAL SERVICES, INC. The southern 176 units are spread across an existing open field of relatively flat property. • These units will be accessed by a 50' right of way with a typical street cross section. Two to six unit structures have been used to provide a varied building moss from the street frontage. Individual units will be landscaped, and varied building detailing and coloring will lend to the general single family character of the two townhouse development areas. The remaining two types of residential development are both single family ranging in lot size from a minimum of 75' by 140' (10,500 sq. ft.) in the south, to in excess of one acre lots in the north. Once again the size of the lots and general intensity of development is in response to the natural character of the property. The desire to preserve the character of the site, the need to serve the development with utilities and paved roadways, and the opportunity to provide a unique residential community all lend to the Trott Brook Farms residential development. AMENITIES Trott Brook Farms offers the home owner a number of amenities to consider. Winding roads cut back and forth around preserved wetlands, hillsides, and woodlands. A centered collector through the project offers ease of access to the various corners of the development. Trails will be incorporated to aid the hiker/biker, move between their homes and the parks, commercial areas, schools, etc., in the community. Two Park areas have been suggested within the project. A central 7 acre active park will provide play fields, a tot lot, picnicing, etc. A second, more remote, 4 acre passive park will be linked to the interior trail system and could become a park of a future Trott Brook corridor park experience. It is the intent of the developer of this project to preserve and protect the natural amenities of the site to the greatest degree possible through the use of custom lot design, good construction, and management practices. DEVELOPER As the optionee, Contractor Property Developers Company, intends to develop the property once they receive every governmental approval necessary for development to occur. As a wholly owned subsidiary of Scherer Bros. Lumber Co. with annual sales in excess in One Hundred Million ($100,000,000.00), Contractor Property Developers Company offers the financial integrity and financial resources of an industry leader with more than 60 years experience. Contractor Property Developers Company is synonymous with the highest quality standards of residential development in the Twin Cities. Our projects are highlighted by preserving the natural beauty of the land, grading pleasing contours, curving streets, saving trees, spacious entries and enhanced park amenities within each subdivision. Contractor Property Developers Company through our other subsidiaries of Scherer Bros. Lumber Co. provides luxury custom home • builders a complete package of coordinated marketing and advertising, residential construction financing, and crafted home building supplies, PROJECT NARRATIVE TROTT BROOK FARMS 4 • Drawings 1 of 19- Boundary Survey 2 of 19- Existing Conditions (zoning) 3 of 19- Existing Cond. (siols) 4 of 19- Existing Cond. (wetlands) 5 of 19- Existing Cond. (vegetation) 6 of 19- Preliminary Dev. Plan 7 of 19- Preliminary Dev. Plan 8 of 19- Preliminary Plat 9 of 19- Preliminary Plat 10 of 19- Preliminary Grading 11 of 19- Prelim. Grading 12 of 19-Prelim. Grading • 13 of 19- Prelim. Grading 14 of 19- Preliminary Utilities 15 of 19- Prelim. Utilities 16 of 19- Prelim. Utilities 17 of 19- Prelim. Utilities 18 of 19- Preliminary Landscape/Tree Preservation 19 of 19- Prelim. LA/Tree Preserv. • ••55:Ne4leoon Pro,e,Mwa 5er.ceA.ac / '// Cal 48 Hours oelore aya.a1 GOPHER STATE ONE CALL ,'/', Twin City Area 454-0002 Mn.Tall free 1-800-752-1165 /,� rVICINITY MAP IS I s..-sear[ Miff 5u a msi-vvr /04544 Y rl 1 — — — ear� ',I /) I �'�;>F .' /,% tea! . , I /fir \ _�.JJ • j it 1", 1 1,, .. .;Ijit-,\III illLillib— V -‘.',4iN 4\ 6 r iv 7, 0I, r .54 45541 \ •- I I\. /•�. ` \ sa ssarr I' / ( • /' M i ruo,�,s11 • _.i�- - -- - ..... • fr (-1 / i / i�• a OWNER i 1 1, .I I I MELDON k MARCELLA SCMATE iI / 1 '0143 ELe RIVER.MN 55330 1 AvENuE NORMNEST �� M. 1\ , I <:\, I DEVELOPER i'' � .\ ` : ('7 ^ !l/ -- ' CONTRACTOR PROPERTY DEVELOPERS COMPANY I , A41 I A`I • a I e110 e1R0 AIENUE NORTH 1 • ( 8ROOKLYN PARK.MN 55445 / \ "J i t- ria i •—.1 PLANINER/ENGINEER/SURVEYOR I0 1I I. 1_,11 I I '�'4 I \ I MESTM000 PROrE5510NA1 SERMCES.INC. vE{ ♦.•� \N , ,(``�1;`1 1 14480 w Maw H401800 5 m1TE 220 ` r J , / , EDEN PRMeE.MH. 55344 1 0 err 5 \ l; ' I al A 1 — I . : 4 LEGAL DESCRIPTION(SEE ATTACHED) V::: — — _ _ (11 L —— ` N e97'V al, - Pi WV •R• A Orton I —J 0' 150 5M /RI UE51 ort, / "• W68tWOOd \ 1..0 lK•,.r w Ile..••_..,. r\ �"'« Cal .l.a.>.� .,- ...^..,rte r i - \ e DATE ` inn Contractor Property Trott Creek Farms Preliminary 4/30157 J ` ATO .REG '40_ Developers Company --.N Boundary Survey SHEET S. 11...41,.1,1,.N / cu to / J \1 Or 15_, • a • -,, 1 ,--. z 0 i 2 .-I -,, ,;- 71 0 7:1 0 0 Z CO 0 --I 33 C 0 --I 0 Z Industrial xl to \ cA . 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'„\ I �\iii /• ',. \\se •,:-.--. - .. . ..,: \--ii' Ili •,•,.. iliVcio Ill � y J t fig • < d �, I m •..37 Res1.4.00 P.o!ms..nul Ser Rces.IncCan 48 N -I la.^a • GOPHER STATE ONE CALL Smom=am EE SFEE 1: • CAOity Area sa-000x • \ THIS 9HEE .. 6 no s a1 Pr..t-800-x52-1166 • _.4:.1614411 )0..,.. ; 4111 x6 tiss... , .._.. 411-102 i �_= V,/ /i 5 / I \ VIN-104 N-IOt '•®� ^j ti/ •-•-•4-4._ '�` _ JIIA •"I \• \ ..\ ..\"Y ®® 2 24 \ W-t `�� �.\ PN-i7 NIP, • 4, 0 �•x� i N_l37 • 1114-1x • \•. . 1114-tD i. hit, 1 M .. o 3 — •— • \,..,______7, , ,Jlc \ •y Y .-,I .. ,r--+=�'ia i PRCP05E0POND r I \\ �® LW-1. ` ail i LOCATION i� P \ 001 TM-I.Iiill AI' 14-16 NN .\ • 74\ 35 - /Y • �/. 3s I 1 xs ' �. .t,/® >ry� \ 1114_,, �• A AL i 1• .1 � . IAN-10 Lin-2 N • -10 I .. ( �,�'® /al 6 (((k x-19 N.. �• \ $ -+Jl \ O. N TOIL Nailloommi \ �l - S \� ®��� n - � W-p � �';� \ ' ��\_____ �L'• I jc - L- �� Irl 1z }c;6r %' \ el ardo..`11140 I'�-,...„___L____„, NH-9 NN-21 V 1.1-127 UJI"�l' I �, 011 v 11171 • ... \:(117: all1,1: is 5 6 { \ 0' /` 6`DIP _! � --+ \ l s /. . \ ®ice. / ' �— �,—r—•—,—,—�.err—, ' i W I 1 P. W W 1 /: = W --".."11111111111.11111111111111111111.111111.11111111 ~ jl CO•_ GENERAL UTILITY NOTES: / En I W (no(T) \ = W TIE CONTRACTOR SMALL VERIFY ALL EVSRIIG CONDITIONS PRIOR TO CONSTRUCTION Il W tij \V ANO NOTI:r INE OWNER Cf ANr DEEEPENCES A • NM ESS OI TO EE NOTED.ALL DE STAN CONST.ITHS ,AHE•.AND IES TING SMALL AND AN TO DIE 1988 CO. A MENS"STANDARD TS?,TASS S'CAND TORM,EP RA II.N AIN AND SERVICE LINE it ENCLATIRI AND SNOW,NEVER AND STORK SEWER INSTALLATIONTANRCF1rEL ME CITr ox ract1*1 ASSOCIATION IC ANN APT 10 TIN: •STANDARD SNEOEN:ANOR PON MGNwAr CMSIRVCTN)N"MNry RCPT O MANS. JUN.9.1066 INCLUDING ME CURRENT ADDENDUM THE CONTRACTOR SHALL BE NOTE: SEE PAGE 15 FOR INVERT AND RIM PCOLREJ TO FOLLOW ALL MROCEOURES AS PININED B,ME LOCAL azom. .. • ME COMPACTOR SHALL RECEIVE ME NECESSARY PERTAIN FOR ALL WORN VIITxOE ELEVATIONS FOR SANITARY SEW'=R. X Or THE PROPERTY LAOIS. • VERIFY£115100 INVERT LOC.&OLE'/PRAM 10 NLGINNINC CONSTRUCION. • ME WATERMAIN SHALL BE INSTALLED NTH A SIN.0:2.5 ET.OF COVER. • THE CONTRACTOR SHALL CONTACT"OOPNER STATE 0•IE CALL-FOR FOR UNLIT,LOCATIONS PRIOR 10 OYUI TT INSIALLATON LEGEND • PVC SHALL BE SOP 55 811118.4 yIITART SENO—a-- SDITAPI SERER—w— . DP SHALL BE CtASS 52 • ALL SArvisPr SERER IO BE B•I'VC OMENS CfHERN:1 NOTED. RATER —r— RATER -- NrO.0/VALVE --I--4Nr0.RAN.* -+--y I I NOT FOR CONSTRUCTION STORM SERER SIMON SLIER _44-- a o0 204 xo (.L/1:I10NS , ' ". 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C:-�y^ I_} � .rl: 1 »� `�` \ •L-� �" T� , i -.._- , u 1 • It 3 f.-------e' . .-'' ' ";'*/\'' ( 4. / / 4114111/ a p I. \ _ " ' , ,- a . ..., ,,,,k.,?V,,•---1,",7-----—- • , .• ',01. \,\, •, ''' ,"il ) , i 10' It*:1?-':-,-. '.--'••••:‘.:$--• 1:i '‘e -•---'' ` .. - • I ••!)' '-='•-•-,• '•=- -_ --:' ‘ • \ N 1..':Ai'. ,. , ,, ,t ......___ , —t..,,....-\ .1 , , 1 .1 I • ,....-. , e... ' __. •• - .. , ' --:-.- ,• I. . -,%, J., � �r , NOTE: FOUNDATION PLANTINGS AND REQUIRED LOTig AND BOULEVARD LANDSCAPING TO BE DETERMINED NOT FOR CONSTRUCTION Westwood , n. , DATE ,....:.:..,::-17,:-..7.,,,,,-...--z-7.7........,..%:--- ..t P t Preliminary 4rwret ". Contractor Prow Trott Creek Farms ^^ Developers CompanyLan Landscape/Tree e. rx • .'I _Fc,. N, SHEET , \ a.ti•_. �- / Preservation Plan / is 1F ro • 0 0 • Exhibits Exhibit A - Soils Investigation Exhibit B - Description of Wetlands • • 10/18/96 07:52 FAX 612 770 1657 TERRACON-ST.PAUL Z 0,02 [ . Exhibit A .._.___. .. ._ . . . .... .. _ . 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AB •• OFFSET HSA USED_Fit` SIZE TOPSOIL THICKNESS Xca C.4 FILL THICKNESS Depth or 'r1 Elevation PENETRATION RECORD CAVE IN LEVEL: R Op Split Spoon Blows While Drilling and � Sampling po d 6•• 6" 6' 6" c u w v •-•i z a a t' 5 E „ After Boring o E n$ u c °F►- Completion o N LL E < 2 Feet ► — g WATER LOSS: Sample Description Al To 'r �_ o l� ,PA 4 0.3 / :•..)/ hY..5-gr. i, // , , c Percent Loss :.SA -- //1 /i�U !/Y At To — �/?- j/ `5 C ML)Q _ /- Percent Loss ie /�/� J!'� 5/8c-/c _ BOULDERS OR OBSTRUCTIONS: At To H alb ~— Al To . y .. �-^� ARTESIAN PRESSURE: o 6—/<—' S/Z -T Y FAr CZ4 Depth •. 6/-27'17 (CN) Height of Soil Rise H • In Casing ,-o J- r ABBREVIATIONS r AB—After Boring L____J ACR—Aller Casing Removal AS—Auger Sample BCR—Before Casing Removal • DB—Diamond Bit _ DCI—Dry Cave In HA—Hand Auger { HS—Hollow Stem Auger PA—Power Auger _ S5—Split Spoon Sampler • ST—Thin Walled Sampler RB—Rock Bit • WB—Wash Boring --r WCI—Wet Cave In WD—While Drilling WL—Water Level — WS—While Sampling o 1rprr ,rnn- C-, -r• • f • ` DRILL CREW CHECK LIST LOG OF BORING NO. 6-2 — Job No.a r S = ''S " Client WATER LEVEL OBSERVATIONS ' %;! WL: �f OR WD co ENGINEER __ SURFACE ELEV. Sheet of a, DRILLER_ G', BORING STARTED — 1 WIG G f� 4 — WEATHER WL: !BCR ACR HELPER BORING COMPLETED / ST SIZE SS SIZE .i " WL: - () Hr. AB 0 RIG NO. S STATION CASING USED SIZE WL: 24 Hr. AB -I OFFSET HSA USED p SIZE ' TOPSOIL THICKNESS 2-- w • FILL THICKNESS Depth or i Elevation PENETRATION RECO1O R Op CAVE IN LEVEL: a- I . `�' i. While Drilling and rn Split Spoon Blow Vrt: • Sampling n~, o 6•.4 6' 6• 6` t.! m d „ After Boring -r at E- 'r z 5 o P o c o y r Completion stii`d4,.,•• 1, o AN U_ 1- dL J 1 C E m 5 c ' - ,1 i 0) E a g. t 2 Feel-----� a • WATER LOSS: 'Ca Sample.Description Al To - 'r ' Percent Loss • Al - To I 3,5 ..5 1 _—__-- 17 •75 0-2S /'.&1 /DY 6.Z7=1,4,1±7, Percent Loss 4 -• �.('n7P/,1]III/ S 'ci� b' iv se% BOULDERS OR OBSTRUCTIONS: 0 1� r/9 Z • / -7 I A J /OY PAT" ,C6/4Y / AI To AI To tri H /1707/z/e e J^c'- 727 1�9 C- / ARTESIAN PRESSURE: n '� 15 2' O 'S C Depth o 's Height of Soil Rise y - ` • In Casing w • ' ._ ` ABBREVIATIONS t�- • '.:!j` :1b),-*_,:„. AB-After Boring '' ?.. d' w�. ACR-After Casing Removal _ _ AS-Auger Sample II ___........_ ,.% • BCR-Before Casing Removal DB-Diamond Bit DCI-Dry Cave In - 01'... - HA-Hand Auger '- HS-Hollow Stem Auger I, • PA-Power Auger • • SS-Split Spoon Sampler ST-Thin Walled Sampler • . RB-Rack BR • • WB-Wash Boring WCI-Wet Cave In WO-While Drilling • — WL-Water Level 1N , WS-While Sampling d \. ar— ` III J 1rv3rrrn- c 0 , ...•- 0 -1 0 "'N r LOG OF BORING NO. Job No. v Client DRILL CREW CHECK LIST WATER LEVEL OBSERVATIONS ENGINEER _I *5 SURFACE ELEV. Sheet t of 1 WL: _( _ WS OR WD co DRILLER__ V'"<JJ BORING STARTEDl WEATHER WL: CR ACR HELPER BORING COMPLETED i��r b" �� __ ST SIZE SS SIZE WL: AB Hr. AB o RIG NO. 5--- STATION CASING USED SIZE WL: 24 Hr.AD 'r OFFSET HSA USED /7A SIZE ' TOPSOIL THICKNESS =/ . FILL THICKNESS Daplh or .-1 Elevation PENETRATION RECORD R OP CAVE IN LEVEL: • aVig,, - iWhile Drilling and 0) Spilt pot',t �tI,vs Sampling N -0m o s^z 0, _ 6" s a' c I a LL Aller Boring -1 CD O LO C O C a v/-- Completion o V V^ r- E o o M tt; �,,�—--2 Foo I I 11J ` e j' i^.a)• u. f- a° WATER LOSS: ca i Sample Description At To r Percent Loss 0 �� //_ /( At To O { C ®--/ / 7 J � l Percent Loss 1 -7 10 • G,ah 87,-)c " rlL--OL C7/-8,1o00i/) BOULDERS OR OBSTRUCTIONS: / /¢.5 c/Lr`i____Pral/ (? 4 y At To ro H At To zr V /o I / 5 c ,- /fir leoi Ord y' 7Lc) Gra c ARTESIAN PRESSURE: o 0 r . i Deplh i Height of Soil Rise H In Casing 'd ABBREVIATIONS t" AB—Aller Boring . ACR—After Casing Removal• . -- AS—Auger Sample .BCR—Before Casing Removal -- DB—Diamond Bit • DCI—Dry Cave In HA—Hand Auger • HS—Hollow Stem Auger ' • PA—Power Auger • _ SS—Spilt Spoon Sampler . . . :ST—Thin Walled.Sampler • RB—Rock Bit WB—Wash Boring ' ' VVCI—Wel Cave In IND—WhIle Drilling - -- 1/441—Water Level N __— _.___ _.._ WS—While Sampling o u. - . • j r�t,,, inn ' liel-raeon . . 1 DRILL CREW CHECK LIST LOG OF BORING NO. 11 -4. Job No. 7.5-0-( Client WATER LEVEL OBSERVATIONS �' CO ENGINEER 2 5 SURFACE ELEV. Sheet of In: (10tie WS OR WD co co DRILLER m rl BORING STARTED !al L/94 WEATHER WL: BCR ACR a' HELPER P E- BORING COMPLETED ST SIZE SS SIZE i WL: AB Hr. AB - RIG NO. _5 STATION CASING USED SIZE WL: 24 Hr. AB -i i OFFSET HSA USED SIZE Cl TOPSOIL THICKNESS A. • FILL THICKNESS Depth or 'r7 Elevation PENETRATION RECORD R Op CAVE IN LEVEL: While Drilling and a, Spilt Spoon Blows Sampling r • to a N m LL Alter Boring —r d 6' 6' 6' 6` c ami c E —1 z -0 t .6'13 o�►N • Completion o nr .yogia►- c E 0 ,N f • 2 Feel rt C a WATER LASS: rn a k CA Sample Description At To ^r Percent Loss • I3S .� fp 6 /4 , /.7. ,�SV�� t5��/ C4// 2-7,--#1C- Percent Loss o /C j 1)i, &c BOL) *aw l BOULDERS OR OBSTRUCTIONS: J-, 5jy GA T" CG E Al To M eAir - .11_ 11 d ARTESIAN PRESSURE: c) CC rli) Depth o Height of Soil Rise H In Casing w 4- ____— l— `-'ABBREVIATIONS t- AB-Alter Boring ACR-After Casing Removal • AS-Auger Sample i i BCR-Before Casing Removal • DB-Diamond Bit • DCI-Dry Cave In HA-Hand Auger HS-Hollow Stern Auger PA-Power Auger _- I SS-Split Spoon Sampler ' ST-Thin Walled Sampler ' _ RB-flock Bit •� • WB-Wash Boring I I WCI-Wet Cave In Il WD-While Drilling - = WL-Water Level ISI III WS-While Sampling c, • I irprracein . rn Westwood Professional Services, Inc. Exhibit B 7 • 14180 West Trunk Highway 5 Eden Prairie, Minnesota 55344 612/937-5150 MEMORANDUM April 29 , 1997 CPDC ELK RIVER WETLANDS WETLAND DELINEATION Wetlands were delineated and flagged in the field during September and October, 1996 by Westwood Professional Services, Inc. using the Corps of Engineers Wetlands Delineation Manual(Environmental Laboratory, 1987). This manual is used to delineate wetlands under both Section 404 of the Federal Clean Water Act and the Minnesota Wetland Conservation Act of 1991 (as amended). Delineated wetlands are shown on the attached Wetland Boundaries Map and summarized in the following table. Background data used to identify potential wetland areas before conducting the delineation in the field include National Wetlands Inventory(NWI) mapping; the Minnesota Department of Natural Resources' (DNR)Protected Waters and Wetlands Inventory; portions of the Soil Survey of Sherburne County; and annual color Food Security Act(FSA) slides from 1981 to 1995. Delineation Results • The site contains 39 wetlands that encompass a total of 83.97 acres. Six or more of these basins currently serve as receiving ponds for pig feedlot runoff. The nature of these wetland has changed significantly since the pig farm was constructed in the mid 1960s, and the manure carried by runoff has impacted the quality of waters in these basins. In order to determine whether any of the wetlands in the pig feedlots may have been unintentionally created and therefore subject to exemption, historical aerial photography taken for three years (1939, 1953, and 1969). All of the wetlands located in the pig feedlots appeared on aerial photography from these three years. Although swine farming has impacted these wetlands, it does not appear to have been responsible for wetland creation. • CPDC Elk River 2 April 29, 1997 • Basin Dataform Area Cowardin Circ. Dominant Vegetation ID ID (Acres) 39 1 A 0.20 PEMBd 2 reed canary grass 2 B 22.26 PEMB/ 2/6/7 reed canary grass, stinging nettle, cottonwood, black ash, SS1 B/FO1 Bd red-osier dogwood, tearthumb,jewel weed 3 C 0.43 PEMC 3 reed canary grass,wool grass, broad-leaf arrowhead 4 D 0.04 PEMB/C 2/3 reed canary grass - 5 E 0.03 PEMB 2 reed canary grass 6 F 0.40 PEMB/C 2/3 canary grass,wool grass, boneset,stinging nettle, raspberry 7 G 0.05 PFO1A 1L elm,green ash, black ash 8 H 0.16 PUBF/EMC 3 mud flat, duckweed, reed canary grass 9 I 0.23 PEMC 3 reed canary grass,water plantain 10 J 40.64 PEMAf/B/Cd 1/2/3 reed canary grass 11 K 0.26 PEMAf 1 disked soil - 12 L 0.06 PEMAf 1 disked soil 13 M 3.75 PUBF 5 open water 14 N 0.48 PEMC 3 cattail, reed canary grass 15 0 0.43 PUBF/EMB 5/2 open water, reed canary grass 16 P 0.04 PEMB 2 reed canary grass 17 Q 0.07 PEMB 2 reed canary grass 18 R 0.01 PUBFx 5 open water 19 S 0.13 PFO1 B 7 green ash 20 T 0.04 PEMB 2 reed canary grass,Poa sp. 21 U1 0.05 PEMB 2 reed canary grass 22 U2 0.29 PEMB 2 reed canary grass - • 23 V 0.16 PEMB 2 reed canary grass 24 W 1.74 PEMB 2 reed canary grass, Canada bluejoint grass 25 X 0.13 PEMB 2 reed canary grass,stinging nettle 26 Y 2.59 PEMB/C 2/3 reed canary grass, cattail 27 Z 0.92 PEMB/C 2/3 reed canary grass, sandbar willow, broad-leaf arrowhead 28 AA 0.36 PEMB/C 2/3 reed canary grass, mudflat 29 BB 1.04 PEMB/C 2/3 reed canary grass, cattail 30 CC 1.37 PUBF 5 open water 31 DD 1.81 PUBF 5 open water 32 EE 0.33 PUBF 5 open water 33 FF 0.10 PEMB 2 sludge, barnyard grass 34 GG 0.57 PEMF 4 cattail, sedges, reed canary grass 35 HH 0.37 PUBF 5 open water _36 II 1.01 PUBF 5 open water 37 JJ 0.29 PUBF/EMB 5/2 open water, barnyard grass _ 38 KK 1.10 PUBF/EMB 5/2 open water,giant ragweed 39 0.03 PEMB 2 reed canary grass _ 83.97 F:IENVIRiWETLANDIREPLACEICPOC ELK RIVERICPOC ER PLATNAR.DOC VTV Westwood Professional Services, Inc. (612)937-5150 07997 Westwood Professional Services, C. I / i /// f / //• :•..V, y, S 89°5552"E °ZrE 1308.92 328.16 I E Nr / / I. • 4' / / r A4i „/_, / / `l( EASEMENT 'I /' � L // IIS' `%v°/ /l Op,0 _, ' 1' \ �p, 11• / - znt Astro •— o i^ 1 ` .\ /•j ('\. /�.'' i S.I9°S9Jr,E ' . . •, '• z.` / 1 -t-.) 1 1 / S89°593rE / •t/•-• / ( •' I flsoo \ - .7r ,1111111/ —•iI\\ 1 1 / n 771 )•/ a 1 111 I a 1 111 / 1 1 1 1 1111/ ' ^. YI• ,1 EASEMENTS \ , '� I ., .I • n1 a 1 t • `'\ �jJ'1 h C. 1.,. -.—.� • _ ' y, / ✓/ \ 2\.,' III • `� ,�.(1 1 1 \ i it • I \ / /< \ / I � 1 L c, cv n 1 \ v j n \ .\. A\< i / 186.52' ' \ y \ •J N 89°51.35'W' C,/ 1 p C I NII s , I �I ,I 7 �� 1. N \ I n'Iv/ %*`--__-_�L'_ \ \ 21p -4_____ ----I.-1-V- _ I______:::.----- d.` PO?BOONn.B2 OF DEEDS,PAGE-..,-.7.::-......, z �/ -f- {`-- sed w nsr aMONIER OF nus.aP NSI _NNE a I^ .\ 7`---- ccua MINESOTA I CS _- I �.� - � . ,) I �.� + .1\44411.,.‘:: l `` -ROM POP StENNAD4E Comm" • I �� - SP!' rrt-EMT ." I /'/j' 'avelO. 1 STAR MO MDNRAY I 4w ----- L _ J:\�` IIIZ/Gltr N 89.51 32 W 'If I (2 Nii. I /Y /C/. 4- , 1 hereby certify that this plan.as prepared by m•or ander my ...\REVISIONS I Y direct sapwwswn and that t am a day registered uCENSED DES] cream e O O !ANO SURVEYOR under U•la..of M•scale M MHn..pla. w.t.00d Praess1ma S•.hc•>me cRAMry 1!180 Went Trun4 Ney.5 t;y,1A RECORD CRAM Ea.n Ackiq ury SS]�e d,:vT-ser DATE REG. N0. l I Call 48 Hours before digging: GOPHER STATE ONE CALL I Twin City Area 454-0002 Mn. Toll Free 1-800-252-1165 , VICINITY MAP 1 s 89°55'12"E 2283.46 1 :AN' 1•t,L- I j / 'VW . !I -- - 1611 - /. ./ .,,--'----.1 !lire :-4 ‘' • ?i / .--.. ../ kii: \ ' ",...• \ \' ,Lb. •-..., , - IN . / -1-',.- ..- •N ) / ......•--,. \s-t 6 N v / N.'3 �11. _ 8 • I S 89°59'37`E 130803 \ \ / —' I OWNER WELDON &MARCELLA SCHULZE 10743 181ST AVENUE NORTHWEST ELK RIVER, MN 55330 DEVELOPER ✓rt / I CONTRACTOR PROPERTY DEVELOPERS COMPANY t` \ ,• 9110 83RD AVENUE NORTH w BROOKLYN PARK, MN 55445 •�`i_ / b rte/ •_,r N 1 PLANNER/ENGINEER/SURVEYOR - ..` WESTW00D PROFESSIONAL SERVICES, INC. 1 1 14180 W. TRUNK HIGHWAY 5, SUITE 220 ( `` I EDEN PRAIRIE, MN. 55344 .\l 1 3 LEGAL DESCRIPTION(SEE ATTACHED) / I % I I 8 2 X / 1 . ( -- 31239 12 - - - - - - - - - Imilm MEMO MM. 0' 250' 500' 750' / 1 / Prepared to., 'N r \ / — \ / DATE \ — Contractor Property Trott Creek Farms Preliminary 4/30/97 w Developers Company Boundary Survey SHEET J ` Brooklyn P.rk.M1 m.ot. J \ Elk River,Mi t. / ` J \1 07 Ig/ 01997 Westwood Professional Services, Inc. ;; t r� 1 �; //, Illi / Agri lt_.....2-4,":',,,,,/,/,p %2/7;A.7-„7:,-,,„,___. ) ( 1 �,�yf r /!4,,,,,,:.4\.",,,,..,--,c-„,,-,,,,,,'\ J .a.,' /i 1 ,,?/� / r — : •/��L._% • .;„.„ • 1 + �oP/ , ,' j � 1.. �` � `1 ,� r � , tin t 17 117.-.)-,45-;, ..:.5---„:::,, , „4-0,..,i,, ,, \J„ `'rli It , / •;4'".%/ Via' � :'f\ ,• o�\y(\ r�.-'/!� ,i,"),:45.7) t1') llr(11\\ .. !.N .r. ,j T) f ,jr//•E�c -( \ �►"'.,.:,' 1 ''S„ �r r `'Y'•:',.: / .; h 11,,'4II' \ /, �"`''' SL: '' t\\\ \J iii• °� `i _ �; r Its i• d`s a. ! �\ Yj // • // //� ma\,; „1/4„,\.‘,.. `\.. \'(,�l ✓ • j r �✓!, l --y r• x ail Y! �.:,. • ,• ...+--- ..+�.• \ �� t t f,1:///2.'''\. • /\\ \ , jy1)l I►r. 0.4.7,--<-• ''.:','1'e/('-' 1 lin w C'•\<.d •,-,.---,...,. ..7.7 -\•l,`9 ]!y. ,....�:,:� ._• S SIS.rayd ._ ..,. {� .�.�1� r .ry r a � ,,fr -1,1!,/if a--ff.,.;.'.74 i• .7. s--- .-tio • 1 Ill ili \,,., s------' 4_.,,,, , ',%i /; --1 'tio”. ..,. • et1 V r / // 1) �- , p \Ilii '{ \ \\\ O !,',15.l: 1 !; 1 i �I } 1 l 9 I:Y`k : _ "i- e r\t l�Nom' ,/ •A a• ,,.1 i } i,\ / Yea �. ,' \I.;..',._....,.„. " d. + ,! �) ,) .i r� - �_ A7, ! 1 .'�, ;. i_I f / R -, v� 1, - -+Zle �, �- r .af. a �1. . ,-. '' ' ' i t / ''' ••••••• --- k ,"'.1. ' ••• _ •-•'','i! '.•'' :•,'; • • •••tr. -'id' ''''-• - - ..i, ,s: -,------.• -- -•\'I 1' •- --''''------ - - -=:_\:(2---1,-:_....,,,'"" 14'.‘,7Y1'.'7)...,\*.:,,•:\•'-'•'-'117,i;14\:,,,.1:4./''''•''',...' (/ ,i;,:f<C:.‘'.41‘,•'•\'1;,':\'•t.::"....\',.CC.:‘'. \7.--- Pi .._ •1110.i,,\N. ,,,,/ •—:i. ,- ▪ al •.t \ I, � < / \\'--—�".-'— ? ---jam. -'s... i r � Reside • �I/ .>,____\T.. ...__ � __ �~ • It __ i 7 '' I/4'\''',\'‘:\'-----........_.„____.,„,---' j,,) IT'' ) _ /1•i -. �1•\/ l / '----- •.\':77.-_-,-, \\ ~ �{ _ I -- '�►•._X956.38._ ._.._._ • _ , _ ,H-Tipx ill 9) alp 7 i NuT FOR CONSTR TION P. FEVISIONJ \ / `� .n. ;-.r nc , e::i�wo«V1e `n-tea inw°in�oa awa.ee e*0 4 o, ne«my 1 PESKY EH -I CNECKED Westwood > ��' a°.�Ea4A WertwORE ENGINEER unOa:M lows of lne Stoles of 4rnewoto ORA. '.'80 West T.unw y.5 WS ',ECM 74140 / \ 93,-s+s0 / DATE------_______RE 0 l Coll 48 Hours before digging: GOPHER STATE ONE CALL ;r; \;;�� \, �, ,L Twin City Area 454-0002 "%\\\-\\ / Mn. Toll Free 1-800-252-1166 6/ j\\\'0,/ 9, -,� • r_�/ r '�r r'il( �\yami14; 1//fJ \ „__` X �. ` 4�=///.rte Ate., 1 ;(�. r . :4:'; / /err.\ ' - - "� � \ ..;:"------:--N.... a a Z � �� t �1�� / /,/ i t cz' j' a. t J, Vel l/I I. tIr ''. --':— l'\\1.1•1•..---- \4"./ili/lA,'•'/,',\,...—=:;frliff'.N‘irl if'. igpr, i (1 l r ! a ,:,/,,..-—, s,,,ii.,,,,z.,,F......„_.„./„:13/----<--,,,: \\\%,..,,,fill•\,.4.!. .....,:gfii,_,..,,,,1::21:7--::::,.., ,,, ./ ..t t�j ` t 1 ./ .......: .---2.7- a •;•,::,.;;;;(,- 111/ I a i S`ti �'\lfL dr m y\\ I'rr- 1( '1111 r.-.,-...-:: -:-_--;y, - I - ,\ Topography Source City of Rik River i ( ,,,,..AI —. .40/ �., _� _ _� + + f) 111111111.=.1.1 0 250 500 750 MP \ / Prepared ram 1 / \ / DATE ' — Contractor Property Trott Creek Farms Existing Conditions - 4/30/9� '9Y°" - Developers Company SHEET Zoning & Land Use / \ Brooklyn Park. MSnn ra ./ elk River,Minnesota ` J ♦ OF 191' y': °1997 Westwood Professional Services, Inc. ,/ / I 1/11 , , ,,,Ir --'''Llil4/ 1 �110 óTéks* �) :4\----:-T-:- _-_-�� ,,,, riri + ,, 419\77' /741yrirzw-for 16,11vow / , i ,. , „7......„,._ __..„.\ a or z eo...,,,/7:- .''• ------„Ar< J i' fo /Off):', _ 441f,••••'• ;‘,,,_,.'N.,.--1 .,..,,. .,,., ,, v;,_,,,-k,If:___Lt-r �; �f" 540 '‘'Ill -,..„...,f0,,, -,4„. ....„ ., _, .... __ __ , ,_ , ..„,„„___, - . 4 —*Li" _ .!..---.-"- i-...----e-- "':Ad.Ai 540 - , • .. :: ,4,//,,_--___:_-4_--_--J-,--.sf,,., 's `.-7u.'../1,r1,-1a .--,.. It „÷ii%/....... ''''' A, I k_rtr,#`:--4. 1110 \ I i lig ii b 't•%. _-,....e-"*.‘ _'''':-.V . ,, ,:-,, -.Alit4'..140fi , ' r'N.':',J, "1...r. '----'"/'..-Ngst )14 i 1 ' ''F' 7.-'N /_-'• , ik,,kr-,....._,-.. .F,, .‘„.0.,%,.:., , -- \ ( i.. ), ..f ", ,...‘„,...,.., di, -1.4 , ,,,w0,-„, • ‘•\. 31- --r.a-zt; (4!_ aik., r• z -(4\ 7•_--al' ' ‘)171 lii<1111 .4".c' -2-- wal A i,t\ ------s-- v. /if . , , ,__. ' /,:, • „...., 7 , . 1\lir/1 ‘,.. 11111V A Avi,',',-;----------;i /.ti ;'' S c------,=----- #/7.11 ______ --- iirlAw,„ ti- //:-' , i p 14 \+ , — .1 _,_—_,-,,, \ _a... .1 '.-\, . , )1/ , -+ , Fl 11116 \\ \, ...)... op,2,.: 111 1,,,. . I ,eer ����'�J(-`'✓'i'141 <.5:,' ,. ,,,. ,,,,r_.____. ��� ��.-�: � � 1 1 l'''',',,, .- :---)____, ww r \ r Irl • . �' �� i)"'. y' _71M_, � � � v��•c,., •.����� � /� � fmoi n• ��`{�/_-..�I� 1% N - ,4„--.1/4, ‘,i . )\\ • :\_ *. —N .4 .,--:-..-- ,. i 14.1 _ 1 p N:.\\ iff ',--.''' *0 . '-' 1 -.\-i)) i , q` -.-.f____ -__,,,‘,z -"-- -,-*- (.-, '..00/ qc •____.,.tir?‘ . 0'f,,--. ‘K,, Fif‘) ' ?./::: - :it — - .., --FliS,aorr.---.0.41L,"^ • ' ' I ,',tv.....,, ' :(\ 1-' tt-a ., 7-1-4_ - ..,1 i , --- ;\./r-+ .: -- - _AI,'A\\ ' , ,' __--, _,._., .), ', ..,_"-j:,. > --VIII _ I 544 1 �, 11,., I BIP 2 -,,j, i•''.,s..,/'l''-ii,i•(m1..iIst1:,i,,,11o14 kVr . ..•..,-/- -:-. L____( Vii, i\ t . ", / - ;' _! .i,NAaS. . *-j.-. .__)j.,_._...,--}-- Yui,({/Y ,0j "--,.uI—,\-*i.IIi1t,1-",- ,,'( 1\ 346 c?►1 , '4-4•'zI1i4t ----... -,,-.- -.:etr,.., . _ /� rid _ - 41„^ .,' I _. 125 t, , - � - / Ivrott. o �;, 'W V*0-,....17 ,r' 7.1,,f,' Noi ,;,_)A Lk:\,4 -6 ,.:_i ‘531 \YHA'. ..,__AA:%,j 4 _01 •-' ' ...0,‘, ' 7 313 _ \,,_ ' / . .Thlk____ .._ —___/ 16.4:44 - of.. • .-', . J. 1 i 0 ,. -- _..95&J8 1 + , N FOR CONSTRUCTIONf 6i 1)679 i 1 ir / 1 / I.1, \ N.ttNf'�c nldr It rxaaNws�of tn<o5lafel oleM ern! d unpr DCS If EHH Qf'" REVISIONS Wwpe e.c, wh M PROfESS:aNAE estwood h I nIf1U weal'r�n4 Nx 5 DR�w\ WFs RE... - J ` fill 95,-.95Cf-IT P=G NO Call 48 Hours before digging: GOPHER STATE ONE CALL ,�j Mn.n TollClArea 454-00028 -252 ///%%%///////� MnFree 1-800-252-1166 / tG1�C ii-\ �". i -4; ',/ Fti i , '7:4 Soils Classification f, 32B Nebiell floe sandy loam, 2 to 6%slopes I. L, 32C Nebish flee sandy learn,6 to 12%slopes ,,e,I) .{ 32D Nebish flee sandy loom, 12 to 18%slopes 4, 125 BeBraml fine sandy loam, 0 to 3%slopes / P i j 162 Lino loamy fine sand,0 to 2%slopes '�+ r346 Tolmoon loam,0 to 2z slopes 454B Mohtomedi loamy coarse sand,1 to 6%slopes ... 434C Mahtomedi loamy coarse sand,6 to 15%slopes 540 Sanbu dle muds,0 to tz slopes 799 Sanbum fine sandy loam, 2 s, t slopes •._, �� 102 Seelyeent and Bowstring soils,0 to 1%slopes, frequently flooded � \ � 1026 Udorthenls—pits gravel complex \ 1254 RIcelake fine sandy loam,0 to 3%slopes `�\ _ 1260E Stonelike—Nebish complex, 2 to 6%slopes >\ 1260C Stoneloke—Nebish complex,6 to 12%slopes �,• \. 1260E Stonelike—Nebish complex. 12 to 25%slopes ,_ -.,,,,..:,,,T:c7if .* . ?,' . 44Qmy), irliTS3, ,' .(..,.'IMF ,1 A.: ,_ ) J .. kio. 4. ,... ,c,c---,----------,__.__.-----------N---, _ \,.\\ „... , .. ,i .;, mi. )., 1411„__ y) ft,.. 4 ea / f ,Il , lig . 1. Pr- .1 ,4SL . (�/',� / y Topography Source City of Elk River \'O\ %ice// e \\]�!�J 1 / X �� -.o ' \ / ��' I -Nr , 115 ._ ^_ �.•y.1 ter. — - — .- >_.� / 0 250 500 750 r Brewed fon 1 ' 1 N l DATE N JHP Contractor Property Trott Creek Farms Existing Conditions & 4/3o/97 EIV/DA,: Developers Company Soil Analysis SHEET Brooklyn Park,Minnesota J \, Elk River,Minnaeota J / `3 OF 19J °1997 Westwood Professional Services, Inc. e, ,/,, .. , _ u / .. 1 . , ,....„.... ,: ...... , . _____•,_ . , __________________ __ ,0 , ! • ___ ,,,-----,,Tf---, . -----/ i, i. Q . 1/7-- Ar^^"" U 4 s,' l 0//-",'17.-- .(-.5' / '� \ �'.r / �` (,.. _.-...., C'"--------7------,,,,,,.. r- / / i lf•1 1 .\ ', o-�e F j1 d OJT /"z. �c -- \. 7. - -:;.-A: / 41'. _i,,,,.._\ -;)-,-............n .s\" G 1� tai= 9Q�s� ° ' ' ' ke ° e � � n 0 \ \ \ I yJ o- p .. nI , v t/ � C \ an+ \ t4kms`� •••,. \ r : , c - ,.. • , , ,......_......„ ` a .V . ...„'-'4'ii:' i • / \a i--"".... .",.....7)......, j ' t' y// 1 P I a y a� 1 J 'f ne .. i a }J \' A '; \�a i •' • I `' 4 --moi„'' - f i ad/ �` I ,, ‘ .0.0,1ro* 1P4 k • ...... ') 7 ,,... \ a j I,, ! 1` w o' I . - 9 11II 1. \ C:--- .te ° � _ f. c ‘'''' , i 10 • (../..) Cli{ .‘"4.s",, ..>•. A_A.--.;) ,-..,,,, "cc ,, I i s----; Y l i � ��' i . \-. --ri %or — �'. -• .- 00, —,'moi V €� 1 \ ✓ % \ i i \ 13 I •......, ' `,_x11 • :y I a 4.• u PER BOOK 82 OF DEEDS,PAGE \ I----- 1-• °° --------------------------------------------------------- I \ -.. }q �—' ______ k\ '/1,11:::_ \ +i / / `Ia , , •' n ( I -__- a a Pe I .`,.` `n`,,� y~� A'.' ��p0 i 40• R a '•.> ________,...,,,,7,!,,,,;.77,,,, a1.gy .� ',• O .... \ (..' b ' t.�\.s\` /.,,..-./..,„ NO SP. FOR / �p a q J 1 CWNlY SIGNW Y �' 7 II y COUNTY-954--3L-ROAD N0a,7 1 2--„_- - ,..iarzA ._._._ • :.\... i11110' FOR CONSTRUCTION P7 1 /1 A" [ / I nereey certify that Itis plan.os prepared by ma on ander my \ t REVISIONS , I�. Westwood direct super`ivan and that I am o duce registered pRGEESSIOuni tor EHH OEMEO EHGmEER under Me laws of the Stale of Minnesota Westwood l no bo SerNces,Inc DRA4N Ie160 Wool rnow Hwy.5 1P$ RECORD DRAY Eden pro.-m.45 553ee \. J 612 937-5150 DATE REG. NO. l Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 454-0002 Mn. Toll Free 1-800-252-1166 228.146 / t d i i \Ot/ i &I. 1 i..../. :I i NETL/1NO CLASSIFICATIONS ,� /\ (' I I)) Cowansh,(N'M)o Ce radar S9 D M1r r8. •, ( PEMA PayualrMe Emergent,Temporarily flooded Type 1 5eaaonaily Flooded Basin ~r��,,�,.ilil".s��e t PFOIA Paluetrine Emceed.Brood-leaf DeclWwa,Temporota,flooded Type IL Botlomland Nordwood S •,'`. ^ 7...-,,, '�+.,( \ � 1 PEMB PolualrNa Emergent,Saturated Type 2 Wet Meadow ......'7,41 G' / , y• PEMC PalusYlne Emergent.seasonally Hooded Type 3 Shallow Marsh JJJfff)S) '� \r/`\ • \\\ 1,. ts:{ PEW PaWstrMa Emergent.,Semipermanenliy Hooded Type 4 Deep Marsh ,e• n ,'''' ''' H. S MBE PaluslrIne Unconsolidated Bottom,Sara permanently Flooded Type 5 Open Water of J L� \ �. \ i f` PSS1B Pduslrine Scrub-Shnsb Brood-teal Deciduous.Saturated Type 6 Shrub Swamp j'. l \ 1 n :IP' PF01E1 Palustrine Forested,Broad-leaf Deciduous,Saturated Type 7 Wooded swamp et 114 1 1�' //( i-�•.. '-' 1-••;.-.54,, + •• Wetlanm d Deepwater Hmnats oI tine United Slates,P65/O85 Pabucatton 79/31(Cowaraln t T.1979). • `I> '',.� �. b Wenmda or the United Stoles,U.S.Fish dad waaire SeMce Clrcvlor 39(snow and FrceMa 1971). 4 \ NOTE^ �� \ \O�a 11 Wetla da ware delineator end flogged i the neld during 5.plember and October,1996 by Jay Rigg of Westwood Professional T. tY� \ U?to P y SeMcn uing the Corps of Engem."Wetlands Delineation Manual(Environment;Laboratory,1987). Wetland boundaries were LN '\ 0r located using land surveying methods during October and November,1996. ,� ' .` I I ��erain elaanicoUons fonowed by MI• ( 9..PUBF0)indicates the basin Is excavated. i' '`y4ce• •\ 111 Cowordin noasinaouans followed by on'A'(..g..PENCd)Iodkatea the basin is partially ditched/drained. \ ' Co ardln dossiticatbns followed by an T(e.g.,PRIM)Indicates the basin Is termed. 1 Is 1 I Bose Arra Cowvdin Ciro, t7H 1.308.0.3 ��r f 1 S ID (Acres) 39 1 0.3 PEMBd 2 L 2 22.26 pone/SSIB/FotDd 2/6/7 3 0.43 PEMC 3 \....r`f 4 0,04 PEMB/C 2/3 � 5 0.03 PEMB 2 6 0.4 PEMB/C 2/3 ��^^-- 7 O.OS PF01A L i \�. y a o.le wdF/EMc } i--....„/` ' I 9 0.23 PENC 3 10 40.64 PEMAf/B/Cd 1/2/3 1 i '1 ` 1t. 0,26 P0941 1 12 0.06 PEMA/ 1 13 3.75 PUBF 5 14 0.46 PEMC ] ,J'`"t'� i �� A 15 0.41 PUBF/EMB 5/2 `++,.....f16 0.04 PEMB 2 t] 0.07 PEMB 2 �/'' kf ' t 20 0.04 PEMB 2 `w' 21 0.05 PEMB 2 ` 22 0.29 PEMB 2 �yJ 23 0.16 PEMB 2 1'2 t^^^^^^'•^'^"�. ./,/, „++✓p c 24 1.71 PEMB 2 25 0.13 PEMB 2 { "_� y g 26 2.59 PEj/C 2/3 f 27 0.92 PEA/1 _la VI O i/ pt 28 0.36 PEMB C 2/3 1V jfy',,J 0 ) y,r 29 1.04 PCMB C 2/3 t / 1 JO 1.37 PUBS S `t.1 `�, d f� 31 1.81 PUBF 5 III) .-v,� `4 32 0.33 PAC' 5 .if JJ 0.1 PEMB 2 1 �7 J4 0.57 PEMF { UT_ l �9 35 0.37 PVBF 5 J 38 1.01 PUBF S : / 37 0.29 PUBF/EMB 5/2 F.-----s.---1 -•-...__� `7 }8 1.1 NEL EMB 5/2 . i i 1 7 39 0.03 PEMB 2 83.97 -...., ) / I zx'. --- i •60,::17--- `Q.� J, --II' ` ate City of `! ; ` cs- E 1 k Topography Souric City d ffiI River f '!, ' ';ver r4. ' .-�-----f- I ,i X k s 0 i tri i i/ 1Ii 1 /'f/ I ,. ^^ ,-„,1, • l:«1 ©, -_ rw�7r •Ab - •i8. r ----Y -;.1r c!I fi•c,l 92 0 250 500 fPrepared far: 4 1 " DATE Contractor Property Trott Creek Farms Existing Conditions & 4/30/97 DATE Developers Company Wetlands Boundaries SHEET Brooklyn Park,Minnesota f Elk River,Minnesota J ` / \...4 OF 19./ 01997 Westwood Professional Services, Inc 7 1 /////y I e„,„, A •• A . .- • ... ,.. ., ,/, ‘,N, - c -1V, ,,• _ i•',.--, 41,,e^, -_. ql.',,,,,, l'.4:4,-,..._..ra..-.--,A,11413.e .-,,t, iti '‘,' - - ' - - ,.... / i 2.15'' '-' ' - : 7 't)14 -' ..- '`AZ,•l'APISZ," 'V131;,L47/,:t&p, % ic).0 / ...„ ,,..,,,,, ,, , 1,::: 't'''W.N,T, ii , ' / 45745,,,,,,,,,...,V '..i,1,--.F., Mfi•-,..-**,w4114)41 ,,,J %P'../,,•,.-. i,,,,16.. _ k., ,,.-4,,,,,,, ip ..- ......_,..4,...., .-.. ...,....4.4,Wr fr/-<4--;,0*--- li. 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P''IP llg V' a 0 _ •-*-T ,-•,,,,„,,,,,.. ,..44.... isiimmaimmiw,..=,."4"..6,0,-i4X+0,4.:**4 1 44.42.441.m...,.,„ ,,,,, t.,...- - -1=-1.- --.-- ---- --------,----. _ 7 I „„____.t, 1 t _95s.TR NO FOR CONSTRUCTION A I /- .1 , „ \ Due,. ,,,77'70,V4:1,:'gorre-7b \`s;-.7: Clir, ,,,tr,LL, V I C % ,.•. 4-S E f1, CPA,. REVISIONS Westwood [ E`G,EER Jrcler'he lows of 111..toto of Mno•soto 141.0 Moot in.foff 1-1, - - -- Ed,,ofro MN 55,, 61' flf IF PL1, fl,937 5150 i - ‘.. Coll 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area 454-0002 1.---- � I Il- ---- � Mn. Toll Free 1-800-252-1166 Ck. L.W . e iX!'�.i� ���. feAi> 4 , Plt / Le end r Piff " 0441 ! r Overstory Vegetation-' xy I -Y-:.' '.a 4'' �" r''a f o-179 Slopes ti ct '1P �� <r 18 -369 Slopes 'p x int? t-4- t` i '''. ti 4 - rt, ao40,04.4„T ® 3690+Slopes • 14-V4-!AWL 'N3_,',4.,„ ?, '1" .. r .tom ...�s.. a ->".\` . r '. W. s 1, _a s a¢re,sy 7 10*,:,' vliiv,,,,"*. ''•_,%,,,.44:: -r.A- .44,-- ..., . ,,„. .,,......, .,:.,, T.,...,,,,..,,,,,......,,,..„4„/„..„.„ f m ' iY„'f x�: ,,,,, ,„,. .,„,x, to¢ x . 4/_ � 44,1 d; eer.. gywJ � -x F ,,,4 ` YP irroWl,t0441,7-:',..,r4454, ,,,, 4iit.:::_.4 4.))//)>-....;;x-,/, (...,\:.„./. ,.1,_..„ ,,.1; ' cr......,:____,----1 /Z----.,:..1 ,,.° 1 .s (f__, i. ` \ _ �1 .._�__ 71 ;tea\� `�;/ ).1, L ,3 J (.„\\ ,.... ?). „... .. 1 __,-,„-•.....,-... ....„...J ) ...___, 0, P — -fes\'==-/ /,/J+t (:.s: 1--- -1 ------'-- 1 / \\---- --7 \ L __ _ I.,:•• 7c----_-_-,. � '�'.T • Topography Source Cof Elk River ,,D ...__--, ‘ -- 2.7 ="::-.,--- '''"•-•/( X I MI . / 7_____„\ i 1.,•::2 1-; • 1,, 'N\ ,.. (L.z....,/,'-', iiii . ir . _ .:-.) (i) I.111.1. 1.1.11111111 0 250 500 75C l Prepared for C N C l DATE Contractor Property Trott Creek Farms ►g Condition - 4/30/97 Developers Company Vegetation & Slope Analysis SHEET Brooklyn Park,Minnesota \. 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I ';`_ ,-• - :: - r i,�4, �.i -„ _„\\`. _ , /„_ '� J r"s �j[}(L /1,.. . 1 z.a < t-,\"'--- -.. i'I';(v1t.`C.`. fes..-,1.--- -_%,/ ,, / i/ �I T li'l� N j 1 1 f': ' „,,,,-----_-/,/,..--------,--.---. 7.\• j �:..•_ ',i j ;; 1997 Westwood Professional Services, Inc. % :111P 1 r � I E, sH X14 0 ''‘, 1'•Fi i —k--„._ s.''-‘, 1... -'ll# 1041 I \ \:\ ''''' frig"'' 1:N 70418 � <I� „fp ` if '-\•-:, ,'. ' : ' ‘,, '‘„ ,,, ., \\______ ____. ____ ' . ' 44 4'74° Pliks.., , , r tfir'''%*„11441,4 7,044 \ 104. ......it , -,-4,.,,,, eis...4. ,........ .„:,, ? 1: . ts : , \ ,.. .., , •., ‘ . -____---.._„) ; t%, ,s 4.4 kat riq: if,i<40, .,.... i • .49p •. \C, :, ,.., ., \ t toil, ikitiir tr,,,_ --", 4/4,0 /41 - /eV 104. LAir �: /101,14141 I. ;, Yom; ,, ( .. , � 1114 S- , 4 , „� `� T 4 ER,. ��� '.. -�__ _:,lo Z T '18 aK� 4: iiv „... , <13 4 *••,‘"-,=k41., ..,,, ,/, \ or.stA.:''s 4,44 SA,,,ii /,r—...„... , '4 NN II ' 4A 1 iffit fill 4.4. t***: 4 ... 5 /A.,, ., ,70,-;-,,\, \ s\ ,... iv , 7 I , ip,,,,, N, -, i4o:: 41.,...., ; - -,- , Aill,14 ,,, il -4°1_ .*, 1 ,\ c:-..,_., , c..,,: k ,,,- ,.......,;. % i &--tii- . ,------,_______-1--70—_______, _ -___,,.____" – 4 iir II; ;lip it, la --1110 ._ ,,,„,,,,, ,,,,,:,. . ,,,, , : ._-„, ,,, -4t.,,, Irii`.7.0 ' — ' . , ....., .„-c-‘./, , - ----- ,0,-- --,,i: --/ \.•,k4, 4-- - ,. N, ; * itt, -----1'.-?;'' -'1,;•;:. / n.\t.,I ‘,1"11, ... .. c2.'''-,. ‘' Anumm._-.... • - !Iola --F+ ...% ,flemo , mg! .! \ A.1 li.I ' ' ,- , i CA_ L , . / i I 1 - - - -- - - GENERAL NOTES: TYPICAL LOT • ALL CONTOJRS AND SPOT ELEVATIONS ARE SHORN TO FINISHED SURFACE/GUTTER GRADES UNLESS • ALL EXPOSED SOILS HOST BE STABILIZED*THIN,4 C (Nu S o,e) OTHERWISE NOTED. UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ALL • — TDO - — TRAPPING SYSTEMS NS1ALLED AHOUNO THEM. REFER TO THE FINAL PLAT OR STE FLAN FOR CURRENT HORIZONTAL SITE DIMENSIONS AND LAYOUT. 5, 9 $; �o IS •• THE CONTRACTOR SHALL VERIFY THE LO:ATION AND ELEVATION OF EXISTING UTILITIES AND • TOPOGRAPHY PRONGED RE OWNER. OBTAINED THROU• I\ TOPOGRAPHICAL FEATURES MTH THE OWNERS AND FIELD-VERIFY PRIOR TO CONSTRUCTION. THE �I\\ CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS Tbr ; 1, -\— Drainage & 1 NN. r Utility Easement • THE CONTRACTOR IS TO CONTACT GOPHER STATE'ONE CALL"FCA UTILITY LOCATIONS AT ASA-0002. Hl, • ALL SILT FENCE AND OTHER EROS�O:I CONTROL FEATURES SHALL BE N-PLACE PRIOR TO ANY 1 I EXCAVATION/CONSTRUCTION AND SHALL BE MAINTAINED UNTIL VIABLE TURF OR GROUND COVER HAS >- Setback Line BEEN ESTABLISHED. EXISTING SILT FENCE ON-SITE SHALL BE MAINTAINED AND OR REMOVED AND J� SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONTRACT. IT IS OF EXTREME IMPORTANCE TO R Wi- Lot Dimension BE AWARE OF CURRENT FIELD CONDITIONS MTH RESPECT TO EROSION CONTROL 15,000*S,F. • THE GRADING CONTRACTOR MUST BE AWARE OF ALL PROPOSED UTUTES AND PREPARE SITE I ~\`I7 _1 Lot Number ACCORDINALY. ---- • ALL CONSTRUCTION SHALL CONFORM TO LOCAL AND STATE RULES INCLUDING DIE NPDES(LARCH) TI TI -.- Appron. Lot Area PERMIT REQUIREMENTS— — — . II— Setback • ALL STREETS DISTURBED DARING WORKING HOURS MUST BE CLEANED AT THE END OF EACH 0 '15 Dimension WORKING DAY. A ROCK ENTRANCE TO TRE SITE MUST BE PROVIDED ACCORDING TO DETAILS TO n REDUCE TRACKING OF DIRT ONTO PUBLIC STREETS. 100 9 • POSITIVE DRAINAGE FROM THE SITE MUST BE PROVIDED Al ALL TIMES. TEMPORARY MEASURES TO BE APPROVED BY THE ENCMNEER lel FOR CONSTRUCTION e 11 c g k � J t Wes!,:w_ood 1 resthero peY,,Y 1.a: t I .a•Pr R by m. under'es REVISIONS �® ENGIN.,I under and Ince I.m S a,T f Sbnne.e PROFESSIONAL D_vc•, FAIL MFcnEO ENGINEER under IK•laws o1 the Slate of Minn••ola. WI.00E vr� S✓vice..�n- DRAWN HYD Wes, TSV 'TIO N_LMFD IIIA, L.,•n wc�•.MN osT.a / \ E A 917..lso ., \ DATE-- REG. 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'co .. ., ‘ ,,, tl4‘........._ , i „. ...„ , .. . .... ID , ,, on_:, NCAR CATS OF ROUGH GRADE COMRLEPON � r OO.FIL'S MUST HAVE ADEQUATE SEDIMENT 1'T.AL SOURCES LEGEND X DENOTES SILT FENCE A ___-,...480DENOTES EXISTING CONTOURS Q -980 DENOTES PROPOSED CONTOURS ) D'-Db--1 DENOTES EXISTING STORM SEWER 1 im-r►— DENOTES PROPOSED STORM SEWER - DENOTES EXISTING TREE LINE. .1.1.11111- 0 100 200 30C 11 P Prepared r� \ , , / PreliminaryContractor , DATE Developers Pr p ny ty Trott Creek Farms Grading & Erosion 4/30/97 SHEET i Brooklyn Park,Minnunta i ` Elk River, M;nnwnta _J Control Plan / `1oOF19/ 5D,Cr' CRC ='997 Westwood Professional Services, Inc. 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A� \ li't. 1/. 171 1\•)) T FOR CONSTRUCTION I g2 Lu \Vrt 1 F 0 W it y / y A- 0 ' / uEN�sG.>Nt co .unmderrn«t lma.'.„...,..P... .�ore a:cee.Poof Ya nory m.. .ra. m \ /G 1CN EJH CNECNED\ / ' nm ,\0 Inal, o duly registered PROEESSONaI/ ® West W 0d O<y% WPS RECORD PRAMPEJS.Oi! oe- VI .. / Y!: 5'_ J C' '.c PEC N0.—__ ____ J Call 48 Hours before digging: . ..............-,------ -------. t- i! !14 GOPHER STATE ONE CALL Twin City Area 454-0002 V ((•r;_ -- I Mn. Toll Free 1-800-252-1156 - 1_=-.'9" rl 'r .`` •I�f" �;;4 • ¢� ! EXTRA smENCTH FE.IER FABRIC i -3� ' +'- t TYPE A-ADD wRE MESH BACKING I: `` ; ✓C -_ t TYPE•-AOD wRE MESH A / '-32. _,. ` 2 AND HAY BALES ---0-- j - 1f // i�11````1 -4 1 15(,I SrEEl OR - ad" OW 014 (� �, i -- SI+'ll+ '•+``: 10'-0•wAx SPACING wtH •, '4 I - .. 11.-/Hill � IORT FE17-D uAx SPAarc wnour +': ��� G \ M1RE SUPPORT ACING1 APON:NGHPGHTR MAX.fl'MAX NOED 1 .. 1 �� �...._ I 1 nLTER FABRIC, STORAGE HEIGHT 1 leVili14)//4,,,iipWAKV°iiirlil . �I X�" "�--�. j TO UPS SECURELY P.DNG HEIGHT � 1 STEEL OR SIDE OF EAYb•Wal YAX 9DE OF POST. II MOOD POSE RUNOFFRUNOFF MS`'• /,// Ij, 1 �• 4•8 TRENCH a- ir MIN. ?,, �� 0 , jr/ffej � I tII �iI '� BACKFlOENCH D I •`<}• pET/� GRA�.EL I' a ii TRENSW wRIATARDI 9ACKFlu ALTERNATE DETAIL � ,\. �1., ! NOTE: TRENCH VAIN GRAVEL �,�. ONO°V1000°°10.041*6 /'� Y ``�'���� Nog.J1i i 1. WSPECT AND REPAIR iENCE AFTER EACH ' 4) STORM EVENT AND REMOVE SEDIMENT WHEN .� - � II I NECESSARY. X � .i �i,1 - I •,t 2 REMOVED SEDIMENT SHALL BE DEPOSITED _ `\ TO ES AREA THAT wLL NOT CONTRIBUTE / i�i � , � � ` - _��I li SEDIMENT OFF-SITE AND CAN BE -,' 1!7 PERMANENTLY STABLLJZED. i/'-. // � � :P:� ] SILT FENCE SHALL BE PLACED ON SLOPE 9LT FENCE M Y WASP: I 1 CONTOURS TO MAXIMIZE PONDING EFF OENCY. Y ml , `�� ,�1 ` 3'1_,,_,--_--11/1 ij` I.jrLI 4 W' �. ', 1 i i, ' 1 ' .. , 'cam 1 a ��� ..1„, _ ,,,: ,r II I(I `\ t�- ..f 1 ! ivtiolvi , \\\t\\,. , . 0 N,I• y / / T' (-. �/ t `� of 7 ''s� �y. MGI ile/%I i � Q . I - I' I I` is uwMUM •�Sw. C,` I ` i JI t'-Y WASHED ROCK ` ''i 1. i f� XI •AV ,, p JIn d. sa !��' -�'^�.,,,� •''! NOTE;44,_ W A4 -! I � � ` � �I ROCK CONS7RUCIION ENTRANCE SHOULD 8E _ " A MINIWY HEIGHT OF 1.0'AND CONTAIN i _ MAXIMUM SDE 4DPES OF 441. R CONSTRUCTION�� . JJ` • .! �� .�-- ii - __ ENTRANCE I \7 c3 .. �I 14 -- -- i LEGEND DENOTES SILT FENCE ryiir= ,-�— -` ��esael�s �_5&O-- DENOTES EXISTING CONTOURS 1 i -S`,1 3'a°' '---- '''0..M11111). � �980 DENOTES PROPOSED CONTOURS ---i--" / .' \ '-- -�E.�1ai O--DP-C] DENOTES EXISTING STORM SEWER - C • -r►- DENOTES PROPOSED STORM SEWER I i MEI1 %,— - - DENOTES EXISTING TREE LINE. ei IisielkfLirtylait a ,, vilr r/ rltr ® 11/ © I -..„ Sb t1 _ 1IICHI d ii a - ` --- /,t C 100 200 3CC d1{N / PrtG ' r� ...\ j7/ PreIim• .\ r DATE 1 Contractor Property Trott Creek Farms aro 4/30/97 'B,,WI, Developers CompanyGrading Erosion SHEET ri Wk,,T Park, 3�D�1M e>11 River./14 u:sola Control Plan . 01 OF 19/ 1997 Westwood Professional Services, Inc. ,..-/' •=1,,,,,- ,.''.,. ,'''.'% .•.;, .** • ' „.41,..-".--etr-.. .. -lum--- mii----\--- . ,,./1„A ..... .'..,,,iy..,,,:,;‘.i.. 2:',\.' ../.---....o s...,.,,, ' .., -...... .1„....,.-.7.--, .........,. ,. -,, -.,:_,,,.. ,•,,i?,'. ,, ,00,,r). ,t, 1,',,. \\.. _ .... in . ,'; / P t . . . 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', \If (kit L'''.--,,,--.-'1.-.,--1' 6 .4..,,,._,....:,,, , ,...t•,\*AV\ . .fie li.1�;i/;0?,. :‘,\ , \\.,•,\ .\-- '\k, L 1 /// ,.,::41P14!1/7//1/11,; 31\/ I,,(:I"'i 1 VATS/BLANKETS •SMELLS : •+4.. �:. J ` / ,\ ` • ��,/ ! INSTALLED NSHOULD ALEDE `�I TQ�FA CART NAT/ it ` i �'`` i „1 OOMN oPir„. ',.BLANKET 1/4 -::---/,______,.,,,,/4,000#* 1014b 4Y X11li fr 4,, , )S /<:: ' -- r, Lz.f' NU' I In air /JAI- :ill \ ;.r 1/ ,..: ', fry of a ,e. „0. /r.,,....„ „,...* 0�+, -� r•\ • (� �I ` �� ,I,.:ai o - , / r.... sa” of W'�I► + � %.\ • (�, \\� MJIq� ;4.i . i�`i sop.... \ : \ Al\ • l ,/ , tAk / , :? _ �;� �` 1 .�4 Il��li TYPICAL SLOPE a - •** NCH-WOVEN GEOTExnLE ,T', - 1 I` i ) 5 �` ISW� FILTER FABRIC UNDER ...-eory,f../, /,' , . rrn j t Uj 'i� TYPICAL iREA1MENT �',, i tl .':ICT\ i!. ,}v,, \ 0,466:‘,N„, NOTE: 4.‘1:\ T'• '. 1 I 1 I `•.'1 . � \ MET SLOPE I ININf:t.SLOPE SURFACE SHALL S FREES LANKE'�I.:� 1':}'•'II I1 I' I ,\\,\`,: ` ' 116 ' 1 , ! \\\.\\44r7A‘44,7..4iisT4.40,.. CLOGS STICKS AND GRASS. MATS/BLANKETS :,it,:,% ! \40 � �` `;;1.,�`,+. .`� s ALL HAVE coon SOL coNTAcrEROSION BLANKETS ed • 1 - �. ! `T' `I •�� 2.LAY BLANKETS LOOSELY AND STAKE OR TURF ENT 1 •\\ ��, �� v. �. ` ` STAPLE TO MAINTAIN OWECT CONTACT MOH 1 I / '`\`\ !. `. L �l1 r ME SOL DO NOT STRETCH BJSTALLATION \ \ . \// e - "m ....i. pi J `� ,+ _. ...,./ .7. :/ : , / IfANN16.,A ...:,,,---,„•-,-.41 - Sti `. r / 4C/ • 1, )1 --� ..,..n.„, ,,,,,,,,...::,,,,f;:f_.,,,,..,,,,,,,,, . ......._ „. _ , .„,„, ,.._..,.....,,.. ...:...„...___._......,..„.„......:.. ._..„ ...,., . r„,.. J • CHANNEL BANK PONT•A• ,.. -- :„. ,, i .,,,. , ,,,, J „tisi...,, i ( ( / 1J-_-X00)) ,„... ,,J, , . .„,,,,,,,,,.................,....... :„..„...........„._____,....... 1 1 ,. „..._., , „ .... ____ . , vti ! li II itp,....01 E__+_____3 F____.+______1 �_ /?/ {I ' n / -A\ 24•MAX. P B• .� \``._ 121.) /tj� i !/ ± ': %'Ij� it -i '!- : •L AND PUNTS•D•ARE ,.� r ,,t--- ■It�I� of EQUAL ELEVATION /I■ orncuAL J t_ \ `iti - / / 'Lie r""n �� I7 UPATOR h --''''..-±.- - •\ \,._ ........ I EMBED STRAW BALE i m 4 ��,,.INTO SOIL :Ilh i, .., _ , _.< SFC1ION A-A \, l.. .JJ - SEAQHG N CHEC p MS / • -_•%,� 1- *.X. Non• fr � I. EMBED BALES 4•INTO THE SOL AND-KEY*BALES INTO THE CHANNEL �\ BANKS / -_ 2.POINT•A•MUST BE HIGHER THAN PONT•B'(SPILLWAY HEIGHT) Al 3.PUCE BALES PERPENDICULAR TO THE FLOW MTH ENOS TIGHTLY ABUTTING. USE STRAW.ROCKS OR FILTER FABRIC TO FILL ANY GAPS AND TAMP - j BACKFILL MATERIAL TO PREVENT EROSION OR / / FLOW AROUND THE BALES CRAW BALE /. 4.SPILLWAY HEIGHT SHALL NOT EXCEED 24• CHECK 1RAW DAM ___ ./ S.INSPECT AFTER EACH SIGNIFICANT STORM, • ,' MAINTAIN ANO REPAIR PROMPTLY. • LEGEND , ,.. I Q 1 /� -- DENOTES SILT FENCE / , / `980-- DENOTES EXISTING CONTOURS -980 DENOTES PROPOSED CONTOURS / '/ i• / 1 0—w---C DENOTES EXISTING STORM SEWER i , 'r / » SEWER \ �I� --t:"--...------.-=-":- / ` . DENOTES EXISTING TREE LINE. + �z ct,) : F —� DENOTES PROPOSED STORM b ,. K :.,� `f: .rte I / / \ p I/ Sl/ 10 ! IIIIML__11 0 100 200 300 I .11.1PC P"P"°d for- N. " Preliminary • r DATE Contractor property Trott Creek Farms Gradin $ Erosion '/ao/e� •G Br/DATE Developers Company g SHEET Brooklyn Park, Miancaota / ER River,Minncaota Control Plan , 02 OF 19J =1397 Nestwooa Professional Services, Inc. '‘,:. 1,...,,,r) i: '''j :.-4-,-E,., ,,,..,:, ,.„,,_,,_,_:,,,,,,,,,..t, , :\,,,.\ i.,.\, i . . ,/_,, ,,,,;„,,, _, ._ _ : , , _ . , 1 .._____.__, , /28, .1 0,L !e.--; \ { i A___,,_I r _- 1 - G9' �\ ` , / / / // \ `•� — / Mr ____&424122611." ' .-i-=�— � i. • I T . 24y 1 I I r� �/ l ... ,• % N NI M ‘10',..':'-'.q I ll `\ itt '' , Fl~ //\ 6- 3' ,nom.,.. 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" ; 's:'-. :),,,.„ • L'i I , , ,...---\ ).„... 2/-,, ,... i. , .. ‘ ,,,\...,.,,„,‘ „/..r sem. ,tre.0070:4 _ _ ti FORCONSTRUCTION �a g/3y /I �" /P=VlSlvfd \ / ® \ I hereby cerNy mm mot tilts an was maw rby me or under my ,® Westwood dvecl super...on dna that I a a duly registered PROFESSIONALDE9fN -- EJH CIKCNED Westwood Pralassiand Serv,<ee,Inc ENUNEER under Na lows of the slate of Minnesota IettO West buil.ttey DRAWN WP5 encceo DRAWN( Frier vroY,e NN 563so J G1l vv-m,u l DATE REG. NO. Coll 48 Hours before digging: ..- GOPHER STATE ONE CALL .' /... ( :::, ' ' ' ., ' J.:'' 1.)1' / / ' I ..- _ •-• 1 i , Twin City Area 454-0002 / )„ i . /1,_. '4'' —9 i- / ' _V! ..' .• Mn. Toll Free 1-800-252-1166 • .0-- ,. • ' ,,/ _____(--\‘----, -;--7..'L-+•<.'r if 1/ 1 1 ‘ ',SO; 7 •••-•' • ‘ ; , / ,,,, i \ ":\ ,,- ,', ," '- / .--- , ,----_,.. --, ' \ •-/ j /• _. r,../ ' :-.. ,-,'- ' / /'" „•'' ‘-.*.".••: ._.,„,„; ,,, _i /s0,,/j /' 7' • •••-• e r ,!' 1 ' ,--p: I • ) _ _ 1 I ?I; I / 1' , -- -- - i• il • f yi I - • --s""f- \i :0 I ---9 , ( \ !,•/,---„,--iiiii , i PI ,- ( ,:_ •,...„_-_,..•.„-.-",/,/,/ . , \....1 I I , -(i '• --, -,:-.....,:„....,-,,,,,/,/,, f.--- ,./• 1 , • 1 , ‘,,., Ak.., .—,-3,--,::::.-,-,- ---..., ---..;;-2::: -;`,2 , -,--• . ) i ) . J -- • „ __ 5'-s-,-, ‘ ---,---- .! 1/4:Lk -- \•-,:_..:- 4 , ) - •••,,: , ----,-..,. \ _.-........._..... .,,, 11, - 1 r t- \IC)' ',.. —, ''.-7 )-1. c-1 5 • _i_ s 1 • • \.,_.' '''.-.0.•- m-:- ."---\-..._ '•-C;',',-:..,,. \-)--, + i \N-s / fi/. 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DENOTES SILT FENCE ,f,s.' ..•\ / il, 7 , )\s'„\ \-'"---%(--,'"-/,'I'JrN\\, ,\‘‘`'' \i ,,.'41 i s. .?I 1.. .----980.— DENOTES EXISTING CONTOURS ' I l • • . • A , i I , `, • s,.....---N. i , i Ns,".s, ‘`.' \\\\ II ,7 . _CI 5 ,.}.•••"""980••• ••••••• DENOTES PROPOSED CONTOURS ,•' ,/ I':?,' • //11) ) , ' , , ' .- - -1 i 1 l r \ ‘‘ ii II) i '• '' i / .. .ry, ,' " ,/,/.. /,' ''„--.1 l\'‘`'2.4i„ i 1 : 'N r.r- / .j I> 0—e•ts.—0 DENOTES EXISTING STORM SEWER /.;. .1 ‘.::' )//1 /:. t. / //'' .\\ ,\, \ , . I li I / . ''Y'rr ,--' ,/ 1:".•.....ii; ...--/'', • / '1 I I, / / •• •• \----",' •'•' ' / 1 . I, 1 t ''.1• '" ii—mr--13 DENOTES PROPOSED STORM SEWER ii•iUl /,' L• ' / 1 ----":,i% i 1 1 I 1 ‘•• .1 / / i i.•,,,,!,1------",',/,...." ..,../ I i•••,`,,',,t I i ( ,•--",,,, ....- / i ( \\,.. ' ., 1 .---,-.-,-,--- DENOTES EXISTING TREE LINE. „} , ,, ,..,'21// „ 7 , \, ,'./// // / *.''. . -7\ \ ..I. 2.1 . • ..--":>",-2=5, -.--:-.-,...''\1 i t •,/,,,, //'/ / / . -..-, -.•-,.,/ ."-,-'---..1.2. ,,,,,2:.',,,,.%,-,------'4.Z.A.. \‘\ -,r-/ .'<./ , / ..,:.-'--"" ( 7.c.2:.7.---.-.:;-:.„:,::•;1Y—,1 / .,-----"\,.\..,\\\\ /•7',W 1 , .• - ) ' ' ii k _ '' : .•...._ ',...-.....,c- '1,-; ;.- i ;,,,..,.„•;..,..,, , l i ...__ __. ...„„, • -... — ',,--,,e \\•.,.:---,,. . .a.. ,z,, 2 ) -• ,•,, ) i i Nx ,• , , --..„ , \\N \ i •,_ -.•-. • LI ,----•rtr,-- -- ," , .-1 i ,; , ...,.. . , ,0' / , , -,,..-- " --\ , - -- .,:' ----........—.—/ ( . -, '') \ / / f e),.1.-'s \ ( /' ''''\‘• ‘s. s.'? / \ / I : / 4--,--.K ...N. '1. \ '''''-..''' \ ---'... II 0 100 200 ---Th c Prepered for. N i , Preliminary \ r DATE N JF.P Contractor Property Trott Creek Farms 4/30/97 _ Grading & Erosion ST/DATE Developers Company SHEET Elk River,Minneeota Control Plan i -13 or 19f l \.. Brooklyn Park,Mianeeota / -1997 Westwood Professional Services, Inc. SEE SEE i I.\ THIS SHEEN . ' I6 \. \il • _ _ MH-102 •� 4I/1L r,,4")uJ / , Itil, if)tfl•-,d) . L • _,AFP 1MH-10¢ lik H-101 04,<N " ......, ,..--....,,N,,i, 4„, 2 0..,,, •'\ MH-17 1,1•• \ - MH-9911 - 41111, f --." " ,t, i 411113111 • MH-12 \• \ MH-13 1•. i� I441%, to 0 �II ��1 H E0 oG I MH-11 i�c �,� MH-14 Q� i atri i 11. 40 1 ` , �•�a• '� 36 gli! �� A r®� . �/ pi MH-16 4,1 MH-93 35 3R 1 I � � � M� _ 28 Iiiist �� MH-18 <Mhos I 5 i \ M® MIA .. _ *Ni... /7\.. �H-2 ��® „,..„._ iMH-19 NN., 04.4”, B•A MH-20 MH-XXAllik , � —. 1 2 3*6 0 /�e6 MH-3 MH-F__yo..,4 = i. �- J //- E ,.� 1%1'11 0 MH-8ihr f MH-9 MH-2' :it 04 MH-7 MH-8 ^ \ 4.--------;.„ \ b1II 111111 J7X4 F- E6 ..el 1 8 s GENERAL UTILITY NOTES: L., c • THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION R AND NOTIFY THE OWNER OF ANY DIFFERENCES. U1 CJ • UNLESS OTHERWISE NOTED. ALL MATERIALS, CONST. TECHNIQUES AND TESTING SHALL on to CONFORM TO THE 1988 ED. OF THE "STANDARD UT,UTIES SPECIFICATIONS FOR WATER _ MAIN AND SERVICE LINE INSTALLATION AND SANITARY SEWER AND STORM SEWER INSTALLATION BY THE CITY ENGINEERING ASSOCIATION OF MINN." AND TO THE "STANDARD SPECIFICATION FOR HIGHWAY CONSTRUCTION" MINN. DEPT. OF TRANS., C' JUNE 9,1988 INCLUDING THE CURRENT ADDENDUM. THE CONTRACTOR SHALL BE o REQUIRED TO FOLLOW ALL PROCEDURES AS OUTLINED BY THE LOCAL AGENCY. r', c * THE CONTRACTOR SHALL RECEIVE THE NECESSARY PERMITS FOR ALL WORK OUTSIDE OF THE PROPERTY LIMITS. E. • VERIFY EXISTING INVERT LOC. &ELEV. PRIOR TO BEGINNING CONSTRUCTION. f- n n • THE WATERMAIN SHALL BE INSTALLED WITH A MIN. OF 7.5 FT. OF COVER. ,J rt _ • THE CONTRACTOR SHALL CONTACT "GOPHER STATE ONE CALL" FOR v FOR UTILITY LOCATIONS PRIOR TO UTILITY INSTALLATION. n • PVC SHALL BE SDR 35. 11 c' • DIP SHALL BE CLASS 52. u ALL SANITARY SEWER TO BE 8" PVC UNLESS OTHERWISE NOTED. i OT FOR CONSTRUCTION 6 / //./rr/l / y /1--- J U / \ / c \ / 1 n«,ply<why mot the•plan.a•Deeper«by me or under my \ ie- REVISIONS "V W e S t wood, ENGIN ER n4ian an0 lows 1 am o duly f klann sa WiarE550NA -E' /, EJH CHECKED ENGINEER and.the loss at the Slat.M 4Ynnewta. WtemC Wolassicnc.Sernces. n 14160 Rest Tr„n4 4,y.5 'FAWN WPS RECORD DRAY Eden Rome.MN 5511• \ / \ 612 937-5150 f \ DATE REG. NO. / \ Call 48 Hours before digging: t IF GOPHER STATE ONE CALL Ilk. e 27 +® 8 Twin City Area 454-0002 Mn. Toll Free 1-800-252-1166 ■ , kl ,),. ,� v ,,,,,," 25 •• t, ar 4, ,. , ..,, okeelir* 0 \ 24 MH-13-.NIP/ . 7.11111414.t....,. V\ 4e;227 4101 7/ -'41111 4 ✓ ill` 4111111 Ob3 / 1 MH-133 t 7i ilL ` X45 kik PROPOSED \ II, ��� ° g POND 6 LOCATION Aw MH-14 � "•••••••• MH-13 ' iriiiimenj N.. 4 . illc • /®+� \ s .nam \ MH-1 . filit • 0 \ a MH-131 \. . .. \ MH— 4./ .. .� -;' I 33 2 ''� •r •� C �• 1 MH-12; \ li • lit 1 • • Viltr' ri to z •.;1' 1.1 .,,,,,, N'-4/7 i eft Is ...„,z,...;,,,,,...„.„-1,-;- -- tit tffiV S 1 III / \•. ��*/ / __'_ —4 7) ,- .1,-=-Y1 - .*,. I- 1 1 l.iil/ •� ill ,-0-} PI •l LEI A— err . •--- �/d CO 1(151 o NOTE: SEE PAGE 15 FOR INVERT AND RIM ELEVATIONS FOR SANITARY SEWER. X A LEGEND # -,) ©l fxisnNn PROPOSFD SANITARY SEWER—C--- SANITARY SEWER—4— t' WATER —i-- WATER —I— HYD. W/VALVE —I-4. HYD. W/VALVE 1 + 1111111.111111, STORM SEWER —Cc— STORM SEWER —440 1CO 200 ,- JHP I Prper.d Tm , \ c 1 DATE Contractor Property Trott Creek Farms Preliminary 4/30/97 IG BY/DATE Developers Developers CompanyUtility Plan SHEET Brooklyn Perk Minnesota / Pule[fiver.Minnesota / ` / 14 OF 19J °1997 Westwood Professional Services. Inc. g A / 1p i • M \. _..../ tNI o a � N N �. I �ti A-.\-1 / \lID, NH-47BB N t 5 .' N 69 71' ar N MH-112 I I $❑ .�''- • MH-.. 1-...1111111111414436 --741 .is 44, igs A ' U+ 111 1 N d3� " ,H-43 .\ ' MH-111 \ , 11 8 O / r` '" 19,7111111011.114=1 / 4fir.0 Lo. _ f . a✓ 1 .�� �"" J ao MH j (.. 14#1;. 00 4:27 _, .) MH-110_, -;„1,„„„....- 0 \\ . . . a "'tel ❑� "...'s.F:2 I i =.\ 1 _• , . -� Y .. le; O N 04110 . .,- '� .52 i2 f7 / r•-) EN 102,,., ,,,.? 'c':' is r7) 0 N \ / O ••• . 10. to M 1:::3 -, 21 • d(a ILee r ' la - , .. ❑ ' .V__ 01 .g., 'a R s 1144 /41.117:1). 2\\\*'7 .� ❑ o . oi ., laiiii .. M.H. ,a4 .S. O [ teO Valuill."...°511.., 59. 0 4 \ N ' 0 ) N 0 . • z O o a 0.'-is t,, I ' 1� 0tillib,\ 11:1- . 04, > o / 0 i et Ej ? / NMH-9 N1 71,1ke,. Itio Illillill PR OP OSI POND LOCATI01 p>1' MHVXX ..\ i. e o WO • N ® O / � ❑ ❑ °� eao•ill ao � o o c, v likt 111. co 04 ' / If MH-93�/ 411111111° i.e.' . „ —4 0 --104 ! 'ut \ ii f ii, „ MH-XX / (41"0 .;. 0 ._ a' KT ® •r 'l'e y �❑ MH-XX MH-17 PI D (a * • .1\. .. .. Ei _ . ,._ • i c._ 1.... I__ gg 1 ra ----:,2. H-XX ill „,11.1 ..iti., iiiiil �� i ' •- 4144 .` MH-10 v� H-XX CC-: Aft-. 1 / 1,-* ,.�s ,�.e Y! I co •\ MH-lee \..\i. v /2)...„7„,.. ,-./T.. / E-4 Lw' �+1'd IPZ T FOR CONSTRUCTION �� ' A--- C CC h Is-li, \ l 1 / I hereby certify that this Pwa was a•Por.'by me«ar<«my N EJH REVISIONS VIS ONJ ,1r Westwood ENGNEERdirect under the lows of the State of Minnesota. Sy�� OE9GN CNECNED Weetwaoa Prafeesgnd Sernces. �c ORA. MBO roe UN Hwy.5 WP$ RECCRO OR M. EProem. 55.116 i • 612 937-m5O J DATE REG. N0. J • Coll 48 Hours before digging: GOPHER STATE ONE CALL \ o Twin City Area 454-0002 / I c' I Mn. Toll Free 1-800-252-1166 , , \ N• -` I' l SANATARY ) O I I MANHOLE /) { .* *c, M -31�`'�� 1,a ELEVATIONS 4/ CV ei 1' LOWEST LOWEST • <O '4 . �' I:., �o MH 1P EL IN1 908.5 VERT EL MH Ij RIM EL INVERT EL • �/" 2 902.5 874.20 73.50 81 931.0 916 30 17.30 ♦ 116• - 3 902.5 885.90 82 9400 929 CO83 932.0 929.1 4 902.5 886.40 84 932.8 919.10 `� �1 I 6 902.5 887.20 85 9.;5.0 979.76 6 902.5 888.20 •XX I��31 _ 7 902.5 888.60 ! !!! 91086 940 0 929.00 6 902.5 88950900 891.00 960874.50 9501 i 900.5 7.40 934.00 12 900.0 75.40 92 943.0 932.00 13 900.0 75.70 93 5.33.0 892.00 14 902.0 76.40 94 970.0 899.30 -E I 15 902.0 76.90 95 518.5 907.50 16 902.5 77.40 96 921.0 970 G0 I 17 901.0 90.00 • 97 925.0 974.00 ,,,,,,,,. . ,,,,,,,,,„,,, n,.. ,:!1 .4e- , ,,, c., _ 18 900.] 78.00 98 930A 979.00 20 903 0 78.50 78.80 901.0 00 911.1 879.90 880.60 21 902.S 879.30IOt SCt 0 881.10 22 902.5 879.80 102 922.5 689.50 23 916.0 880.40 103 899.5 882.60 , 00 15 � 24 918.] 880.90 104 92D.0 909.01 O - 25 919.0 881.20 105 y30.0 973.60 26 921.0881.70106 29.4107 914.20 27 923.0881.70 28 924.5913.50108 332.070 9Y.00 29 928.0 917.00109 Sa0.8 9t6.10 t` 30 925.0 914.00r _ 110 940.5 918.10 00 .� 31 926.0 913.00 111 937.0 918.90 33921.088260 11T 3315 920.51 34 925.0 911.50113 94_.5 921.40 35 926.0 91210 114 9398924.10 38929.0918.00 I1LUS WI! •\ 17 931.0 920.00V J8 932.5921.50 / s ai _ J9 934.0 923.00 40 932.591},y0 vd l 41 933.0 9t 4.00 42 6307 914.70 121 546.5 935 3 43 929.0 915.30 122 9543 94}.,,0 lir I 44 927.3 915.90 123 836.5 884.40 45 928.5 917.50 124 125 002.0 885.20 46 922.0 883.20 �' - 47 918.448 924.0 884.00 126 506.0 886.10 60 CO p MH-23 i 49 927.0 91100 916.00 127 911.0 895.90 .._ THIS SHEET 50 897.5 684.E 128 08. fi95 60 129 308.5 898 50 _. _ • [`'...., �.. 51 898.0 885.60 130 972.5 901.50 • _SEE SHEET 4 52 897.5 886.30 131 5'4.0 902.30 SJ 898.0 887.00 132 914.5 903.50 34 898.555 887.50892. 133 9.7.5 905.50 '•) • • 56 905.5 893.80 134 578.5 907.00 W 57 907.7 894.50 135 528.0 9t 7.10 136 932.0 92+.00 V (TYP.) / l 1-11 � 58 912.0895.50137 936.0 925.00 R 59 904.0 896.30 138 939.0 928.00 • 60 904.0 897.10 139 899.0 888.00 Ia0 911.2 900.21 / ®�' ilii ./ 62 916.4 899.20• 141 9t 2.9 36'.90 6J 919.0 899.70 64 921.0 900.10 142 917.0 916.00 0� l 65 922.3 900.50 143 919.0 918.00 I• �� MH-22 144 320.5 909 50 ♦�- l 927.8 677 919.7 919016.30 145 924.5 91}.SG _ 146 928.1 917.00 �-L 68 919.0 907.70 147 930.5 5t 9.50 ,`�.ty 69 916.5 902.80 148 937.5 926 50 Q� MH-9 70 916.5 903.20 I 149 9790 908.00 44,444:v- MH 211 I tD1 7t 917.5 90].70 ISO 92x.5 913.50 72 918.5 904.20 73 919.6 905.80 151 y35.0 917.31 • �. � I `' I 74 92}.5 912.50 15} 9380 9229.8 800 '� 75 925.0 914.00 104 94 2 930.20 .60 L. J\ 76 926.5 915.50MH-19TI - b I I77 918.1 906.10 155 9425 931.50 156 94.8.0 93350 * 78 917.6 906.80 157 548.0 937W 80, 18 I ' I Ls- ., 1 MH-8 r w 1 �'"�6'�;= ; ;°_I `, - -1997 Westwood Professional Services, Inc. .. • v• , ,—.—.—.—.--..,— 00,6 ..- . . CO b$ .j611011.....1.1. /\\ / h . .• . .. ...... . __...1. •- P°Ill .w .'. r.4 )L 4 %•••"/". 111011 i MI-I-X • • zi \ VI U. 0 I SA W 101111..lei !.,........7......: 101,...1 r••) C I cl„.A2 888 • 4 °IN' • 0 ---, * ' --..-• ett 0 it ilk IP — r 0 0(.4,-- 1 MH-8ec.. 2 ii mH-84 1 0, .0 cs‘ *i k.,-4A„. _..1 . EN * *JP• MH-15, sd SEE ' HET i7 ... . .. .010,K THIS El! .H MoH-1 4 1 111 s_ .t 19) '... 15 II I 131:. , 111 I l., s, '''''vl H-M4. en 1” . tf) ZDHDPD D ' LOC ON (TYP.) . ( El!4111, * . - ,.. ..., . ii, -- 0/44 .... .s , .:,. .0 Ilk 0 . 11 ,,,,- : , /-\., ..,, .---.\.., 142 41h... •*11 Mp, CO Z i p)- I 1 ).1111-1—XX A . / cil et, „ .. „.. • ,,,,,,,, :,,_ *Ile dfi 10.3 .• MH-XX / ../ / I . " . Pr- . , / in* Ilk /. / i ‘‘ --1 / .7.1 rir. 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GOPHER STATE ONE CALL rn o Twin City Area 454-0002 sH-� In ..f, \ Mn. Toll Free 1-800-252-7766 1 ILO\ * .„_,A,'''' -0- . . o it \1 IlkLIU). o \ Pik 156 ® \ k.°\, zi MH-1 : to v a. c,\. iii Ili 707 1:1 IWC. H.1.12 V1P 10111:\ n 11112 1,%' . 0 4. ro .- it ,r �c > A es ii ,110 si., a: /I/ MHXX / L 111 Oti tti ti .\,.\.. .; , .,.....• MH—XX . 4,,i MH—XX `�' V' iEEET t-. Wawakmw '1ET 14 LEGEND EXISDila PROPOSED SANITARY SEWER-----0— SANITARY SEWER —I WATER —I— WATER —I ) HYD. W/VALVE —I--'9 HYD. W/VALVE —i-----$- STORM SEWER --4.1..........._ STORM SEWER —N • / 0` 1i ` / \ f11 `� 0 100 200 300 m re e..,.rr few 1 l O l \ r DATE \ Contractor Property Trott Creek Farms Preliminary 4/30/97 DA's Developers Company Utility Plan SHEET \ Brooklyn Park,Minoeeot. ./ ELL River.IMinnewx. J \ / X18 OF 195 .1997�Westwood Professional Services, Inc. is I! 16 17 " 1 - 2s I 1 III ` . • r,. n ,..4.,48,..4.,48ar , • \ / oL148 MH-87a MH�85 :.m \ . _8„_61 t e v. / 28 11. 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S0.�eel\ �SSNas `41 / o O 2 �' 30 0 Y WS .r:/\J. 40 \a. � (----.--\ 1 .5 I 1 i I I 1 _, T FOR CONSTRUCTION "4' 70 /9 ' ?E':iS10NS , Itv , r I direct wcernly enat des pan was prepared by a« r 1 Westwood alrect Pa.y van that I am duly reymtxed PROFESSIONAL DESIGNE.M CHECKED wowaoa v.,,lesvona sar•<.s, ENGINEER„moder the laws at the state of Minnesota. I el YD Wet(rank Hwy.5 LRAWN WPS RECORD PRAM f Den Prose,MR 553,11 612 ev-5.5Gl \ DATE REG. NO. Call 48 Hours before digging: GOPHER STATE ONE CALL / ^ A Twin City Area 454-0002 •/ d O Mn. Toll Free 1-800-252-1166 / at 4. p• . • / i 4' iiii ` / •\ \ \- \ • •\41ttt ••,,,.. . \ H-go \ / . -• \ • (4;Ei 4 \ \ 44.ro; \-66 1111i 4 I MH- • �� MH–g3 i inkNoo4 .7.Mi I . 0 O /• ow •l 4 6 \ / LEGEND F)OSTINQ PROPOSER SANITARY SEWER—C— SANITARY SEWER—4— WATER --•-- WATER —I HYD. W/VALVE —I-4 HYD. W/VALVE —I----4 MH–XX STORM SEWER —CC— STORM SEWER —N �, /� �` x L. f • MH–XX 0 100 200 300 IIP -N /' Prepared f«: .\ 1 l 1 DATE BY/DATE Contractor Property Trott Creek Farms Preliminary /� 4/30/97 Developers Company Utility Plan ��/ SHEET Brooklyn Park. Mimeeota / Elk River,1Kinrnsota J 170F19/ 01997 Westwood Professional Services, Inc. , • ;' 171.1 \.,_.. .: s .. \ , • , „•, 1,11 '.• 7 .,..,2)rje ' '• \''/\ ' 32 0 - - / •' ,''.'.'.':'1,:','st-l':'''''11'.:-.:..::. l.";,:;;:/::4';,‘ , " - 4. Ar\ •, `., ..,,,,,; ,: .. 311\--f:" , jai •-•,--".Y.1 / '''' „z!...P''''-'1:1`) '. .:5::....-i,;;: :.: CfAL'!1,VOA 4i.1• ' '' . ' %4411''''!!..: "VW .3` I I s, \ t ''', :,,, - '--1.'[ • • d 4, 000/ „ I 4.. , •:1 ..? i 1 \ 1 \ ' h;t:t , ,e44,0.1 ....00;_,.,,,,4 ..e,, ,,,,.(0t,_if/it \ ...`. . .,,,::-_ ?7--f.-- "--,-- ,.:. i 1:'\--,,,.......,_._.:.i '•,..1-----.......,,I 1:5,i "‘L.----- ‘.\ *,..., aw:0006kitagi,V\ ‘:. .:?:P..*':- r-7." -- ,,. 140. 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Coll 48 Hours before digging: " ti • � " 4 VA - 4- ',17r,,,,,/ ( / j/� GOPHER STATE ONE CALL \` C 1 1 i Twin City Area 454-0002 t / %;)�\ / ,t /'111 t �-- — - Ititi y , r ,,-� `�` cY: t, / Mn, Toll Free 1-800-252-1166 �`:tI�JMI 1 I r \ :;\\ __(,',' �`` /,'`!/ iy \ EVERGREEN DETAIL .0—,;0-121 .:3:,i1,----' I •. s.:1\:,:\--,..\\\\.:\ 1 \\ ;' \\\ �� `\J { t1 \\,, ,",. 1 \ J ` .` ,; `f;c . ;, \ �.__ is i� ; E:� ��1 ,��\. I ✓/�///," �I ,- c�.L - _ f / �,�m Y • ,'•.j W.. wu.Spmw.»wr�1 a.u sx sam 't `i� �/ /:{(.176',//''fir . t(/ l,,--;--„';%,,,,2,,,---_-:;..--;.--.2.-_____.---'-�.�� \ ,�,�� I' (i ''- _=� / ,ate TL :�':�"a°�::�,,,°.�, ,,I;v4-,.-,-.011-'1.6111117412 i:litr - - ' - II il5I.'(. .,.•-••-. ,,-,\\---- .____—. Scanty*a*1 Ocitarn a I* ® t / i i XIII- ���.l ��1'}'j, I ! '(1';',7 •� ,azay,.ro c�rao, � 1. .w. .� .0140"° v A`- ... s t I i!, ri j. f i 't' l�� /J f//� c a° ra.r...a.�w m.. :. m. ' dl i 1t' wan plant r.....I. 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'•. • , . ski I . ,....-.......... 1 Tr i ' ‘. x 'I , \ , ft) to.' \ I f .., ' , , • X i . cal›d:. •••.1 / I. 166.4-4:--‘1"/-'4N1 >7 s'. N.: • -I '- m]4/24/97 12:55 TSUl% 937 5822 1VE3T8uuD 1)120 SYS 10003/006 04/24/97 12:58 $612 937 5822 WESTWOOD PRO SVS ..0"."1\ \................______... e \...... ..... ...\ .... ...... r \ 1 \ ,,,,. ... ._A„. - -e., - ..........:_ I, . .... .... ... . _ -... 6. . .... ., , . `.i 44 _. i � ..----"-----"" .0„..........<, ... \ . . .. .....p . aets l1 , ‘ ‘ -) . Aps . \ l\\\\ a „r • n \ ( ‘••• j • 'I\/ ....... p.).2 I • cA;t1 ,i) 1 1 I 4 U4/Z4/9/ 1Z:0/ 0612 :Li/ 08'2 VVI:SIIV000 PKU SVS LQJ UU5/UU6 i.......0•0 -. r" ......... 1 1 1 11 1 • . 1 1 1 1 1 1 \ l I 1 ; 1 1 _ 3 ...... .1....._ 4. i?ct - LO: .. ••1% ,• \ \ •.1Y$ �1�•f/i•• • • • :.1• + •• • .. 111111110 MEMO • • Cos)1:6MD A.4 t • % tt % :'• to i 1 ‘ .fir'V.% .lia - /4•RTUFAI ..'. 1•11:'. . ANCF"` "°11 . :.r.; \ * am-l' ,gr. 00,f,::,. : . - .,.....- i f \\ Pt0. 41- • ---. . 1"...' .,, .. c . 41 ,461 . ' ". - - -, .. .,,, ....... _...i 1 \ v._ ,... . ‘ \ \l ....,_.---;----‘...„--* \ i 1 \ 1K 1 ',( 1 \1 k \ \ (( • \ \ \ \ \ Filirs.„4(.0( 4Ctirr- IFIA411'1'41\ '\ ,' , 1� `' = 100 SENT SY:CCSC : 5-12-97 : 3:54PM :COLLINS COMMUN. SYST.- 4417425:# 2/_2 • City of = CITY OF ELK RIVER Elk , River SPECIAL MEETING NOTICE PLANNING COMMISSION MEETING R '4„nii 1AAI':19W::k.- �,.n�++ol�1:. y x SI,IR:m�:boeQ1 d 11"$'�t I... .. : �I i d. „ , . i1I nCL Ofe x y I, Jon Anderson, Planning Commission Chair, hereby request a special meeting of the Planning Commission on May 1$, 1997, at COO p.m. to be held as a mobile bus tour. The purpose of l,he meeting is to tour various projects and developments with the City of Elk River. 411 In accordance with State Statute, I hereby request the city clerk to post this notice at 1enst three days prior to the meeting date, I further request the city clerk to notify each member of the Planning Conunineiou of this special meeting, in writing, at least one clay before the meeting. I / , II 1 . 1(1-.1 7 Jon And-reon, Planning Commission Chair Date '�a■...nP��sx�.. � '� ,,, '..'��-M h�►�r���.. �p tGc,�i,3n�th&t:.�have 9EiIv9G�, 7C , �` C ' l� t i nOn!IZ iia dee �;1, u' oto . mo ers'oft nine too ib at�t lbs'to ,t,least, �in*day'.Af'�ox tcoht i dab 've ' 'ed'speei '•Pla,�n nr"Co m'iis,�.on s in;g. x ..I.. :...p.Y,n _.. , - 'It.-.T....:... ..• :::_::. ''T..:;1 :..::„,: . • •, :Li'.:,:73-77:/ : !'',1.)'*', ' : ,;....L. ,1 -i_ 'L.'!:';':'''': •.'.!': ':. ";111,I1 ii'.. ' ;;; .. !'!:.i;'.::,:,.; ;:;. ..... ':i'l..::-.. . :,,, • swi.k.,,..„.4„,„„c.,,o,-,,,.,,,, : „.0e.....::.,. .,..,,...y.,,..:.,::,,,.,... p OA : . - .. .:,. . :.,-,„ igNoinnina\pc\ineetootakou 13065 grunt,Parkway • P.O. Box 490 • Elk River, MN 55330 • (612) 441-7420 • Fax: (612) 441-7425 CITY OF ELK RIVER fay of E1kkjverSPECIAL MEETING NOTICE PLANNING COMMISSION April 15, 1997 - 6:30 p.m. - Elk River Bowl 1996 Appreciate Program I, Jon Anderson, Chair of the Planning Commission, hereby request a special meeting of the Planning Commission on April 15, 1997, at 6:30 p.m. to be held at the Elk River Bowl. The purpose of the meeting is to attend a volunteer appreciation dinner. In accordance with State Statute, I hereby request the city clerk to post this notice at least three days prior to the meeting date. I further request the city clerk to notify each member of the City Council of this special meeting, in writing, at least one day before the meeting. /1/44/1A--- 1///6/g 7 Jon Anderson, Chair Date I HEREBY CERTIFY, that this notice has been posted and that I have served this notice upon the members of the Planning Commission by mail at least one day prior to the above-called special Planning Commission meeting. Sandra A. Thackeray, City Clerk Date • 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330•TDD &Phone: (612)441-7420• Fax: (612) 441-7425 ,-(./ A( CITY OF ELK RIVER :y of lkRiver SPECIAL MEETING NOTICE PLANNING COMMISSION MEETING May 13, 1997 - 4:00 - 6:00 p.m. - Mobile Tour City of Elk River I, Jon Anderson, Planning Commission Chair, hereby request a special meeting of the Planning Commission on May 13, 1997, at 4:00 p.m. to be held as a mobile bus tour. The purpose of the meeting is to tour various projects and developments with the City of Elk River. In accordance with State Statute, I hereby request the city clerk to post this • notice at least three days prior to the meeting date. I further request the city clerk to notify each member of the Planning Commission of this special meeting, in writing, at least one day before the meeting. `tel /997 Jon A (,ers n, Planning Commission Chair Date I HEREBY CERTIFY, that this notice has been posted and that I have served this notice upon the members of the Planning Commission by mail at least one day prior to the above-called special Planning Commission meeting. Sandra A. Thackeray, City Clerk Date • s:\planning\pc\meetnot.doc 13065 Orono Parkway • P.O. Box 490 • Elk River, MN 55330 • (612) 441-7420 • Fax: (612) 441-7425