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HomeMy WebLinkAbout02/25/2004 Env Bd PacketCity of Lino Lakes Environmental Board Meeting February 25, 2004 6:30 p.m. AGENDA 1. CALL TO ORDER 2. APPROVAL OF MINUTES 3. APPROVAL OF AGENDA 4. OPEN MIKE 5. ACTION ITEMS A. Oakwood View /Rice Creek Covenant Church B. Highland Meadows East 2nd Addition 6. DISCUSSION ITEMS A. Earth Day B. Fire Wise /Pine Vista C. Open Space Plan Update and Joint Meeting D. Other updates and Discussion Items 7. ADJOURN • Agenda Item 5A Environmental Board Meeting Date: Topic: Oakwood View, 125 Ash Street (Rice Creek Covenant Church), Preliminary Plat/PUD, Comp Plan Amendment, Rezone, and Easement Vacation Background: Rice Creek Covenant Church has submitted application to plat and build 10 single family lots, and one enabling lot with a duplex residence, on 16.96 acres of land. This 16.96 acres of land includes the existing church facility that is built on about 7.28 acres. The property is zoned R1 -X. The church is proposing to plat the property to R -1X (low density sewered residential), and PUD on the South. The following attachments are included in this report: 1. Preliminary Plat of Oakwood View 2. Certificate of Survey and Tree Inventory of Oakwood View 3. Oakwood View Preliminary Grading Plan 4. Oakwood View Preliminary Utility Plan 5. MLCCS 6. Indicators, Possible Rare Plant Sites Analysis: Site Vegetation: • Tree cover is surveyed and superimposed on the certificate of survey. Tree cover mapping should be superimposed on the proposed grading plan. The City Ordinance (Section 1009) for tree preservation should be followed. This ordinance defines the process for preserving significant trees and is required of subdividers. The ordinance mandates financial guarantee as part of the development agreement to prepare and implement a tree preservation plan and for the replacement of all significant trees, which were to be saved but were actually destroyed or damaged. The developer should indicate on the grading plan how and where all significant trees or tree stands would be saved from construction damage. • Minnesota Land Cover Classification (MLCCS) is not submitted with the plan. Glen Rehbein companies have previously been given a digital copy of this classification. The MLCCS shows mostly Aspen forest cover types, with grasslands and sparse deciduous trees. Some of this grassland is native Little blue stem with sporadic Bush prairie clover. Please see Attachment 5. One of the things that we have learned from our MLCCS classification is that of recognizing rare or possible rare plant community locations. These locations are based on specific soil, vegetation and hydrology indicators. We have found, and continue to find, some of these rare plant communities in areas that have indicators present. Some of these areas can be smaller and inside the original MLCCS polygon shapes. This site has these indicators around the Southern wetland areas, and on properties to the immediate West. Please refer to Attachment 6. Generally, the indicators are comprised of combinations of muck, isanti wet, and upland sand soils that are banded together usually in a flood plain. Usually cattails are present in the muck soils, with aspen on the buffering edge of the wet/dry upland soils. A winter field survey indicates a disturbed soil with reed canary grass for the most part in areas of concern. Seed banks can however remain for a long time in these wet areas. It is recommended to perform a field survey in the spring when vegetation is emerging to verify the presence of absence of rare plants. Precautions to preserve these areas from construction disturbance should be taken if possible. All surface water should be treated before discharge into wetlands in this area or to areas to the west property. Surface water There are no wetland fill areas shown. Surface water on the North side residential area is diverted a swale /NURP pond on Tots 10 and 11. Lots 6, 7, and 8 should have something to filter the water before being discharged to wetlands to the West. Nitrogen and phosphorous transport off the site to the west should be minimized as much as possible. Impervious street water is discharged to the swale /NURP ponds on Tots 10 and 11. Aspen along back side of lots 1,2,3,4,5,6, should be preserved as much as possible as a wetland buffer to surface water coming off of these lots. Since the trees are not superimposed on the grade plan, and a tree preservation plan has not yet been developed, it is difficult to see how much of this buffer will be lost. The soils in this area (Attachment 7) are wet. Future homeowners will be subject to this as wet for most of the year. If buffering Aspen were lost to grading, then additional swale -ing on the East Side of Block 1 would help to contain runoff nutrients from lots. Recommend verification to future lot owners of wet situations in all isanti wet soil areas. Preexisting conditions should show the pond on the North side of the Northern most wetland, and in the Southern delineated wetlands. Wildlife The Blandings turtle model does not indicate any breeding or activity areas on or near this site. The natural grass areas would indicate a possible habitat for Bull snake. There are no known or documented references to Bull snake on this site. There is no other known unique wildlife habitat areas on or in close proximity to this site. Soils Compaction protection (fence) is recommended on all areas not associated with construction. NPDES standards need to be applied throughout the process. Suggest additional gravel stockpile be available for when the rock construction entrance fills in. No imported or exported soils should be allowed without City approval. Boulevard Trees As with all previous developments, recommend one boulevard tree per frontage, escrowed as part of the Development agreement. Landscaping Preliminary Grading Plan indicates rain garden plants will be planted. No plant schedules or seeding schedules have been received. Recommend all seeded areas acting as buffers, swales, ponds use the City native seed spec. Recommend rain gardens be planted with plants approved by the City. Sufficient mulch should be used in rain garden areas to attenuate rank growth. Management organization for the group home should develop a management plan for the raingardens. This plan should include responsible party for the management of the raingardens, and a maintenance cycle plan. For example, mulching and weeding will occur 1x/2x per year, etc. Environmental Board Comments: Options: 1. Recommend approval with suggested staff and Environmental Board recommendations and comments. 2. Recommend Denial Recommendation: Option 1. 0.4 u Z u fY ROHAVIC 0 0.4 RiceCreekCovChurch Location Parcels Ponds MLCCS Aspen (forest, woodland) with 26 -50% impervious cover Aspen forest Aspen forest saturated Buildings and pavement with 91- 100% impervious cover Cattail marsh - seasonally flooded Grassland with sparse deciduous trees W Planted red pine with 11- 25% impervious cover Seasonally flooded emergent vegetation • Centerline.shp Rice Creek Covenant Church Minnesota Land Cover Classification 0.8 Miles /1TII10Yre'u'I 6— S 0.1 0.1 0.2 0.3 Miles Possible Rare Veg Loc's RCCC Location El Parcels �1\,/Streams n Floodplain Soils Isanti fi Lino loam Markey mu rifle muc Rifle muc Rondeau m Attachment 6 Seelyevil Sodervill S Rice Creek Covenant Church Possible Rare Vegetation Locations Woodridge EstOtos _ - North line of SE. �e,..9118'S316t 28:74 i PIA X9;1 INS NWNwan twwwwWw3 Mw. 55,383 SF Total Lot 1,_$� l� Al X12.. 6 �I Rice Creek Covenant Church 125 Ash Steet Lino Lakes, MN 55126 Phone: (651) 486 -0692 em= s. 1VR e, ea - VICINITY MAP 41,176 SF Total Lot Wetland LEGAL DESCRIPTION The East 620.72 feet of the West 1120 feet as measured at right angle' to the West Tine thereof of the Southeast Quarter of the Southwest Quarter, Section 31, Range 22, Except the East 340 feet of the West 1120 feet of the South 223 feet of said Southeast Quarter of Southwest Quarter, Anoka County, Minnesota. Subject To Easements. Contains 16.96 Acres AREA BREAKDOWN MOLE FAMILY LOTS - 10 - ENABI.INO RESIDENCE (DUPLEX) LOT EXISTING CHURCH LOT PROPOSED ZONING FOR NORTH PART - R -1X (Low Density SFR) PROPOSED ZONING FOR SOUTH PART - P.UA. LEGEND DENOTES ENSTWO CONTOUR DENOTES DOSING ELEVATOR DENOTES FLOW OIRECTON DENOTE PROPOSED ELEVATOR DENOTES TREE LIE DENOTES FMCS DENOTES FOUND MONUMENT 89g..‘ Mae N QV.D. VERTICAL DATUM WEILAND DELINEATED BY POLARIS GROUP 1"I�J,: posed Erb blIng 12 \ " Re idence -s9� CD ex)-- �. 9,7,226 SF r-x698.\ mot. ,a, 1 p 340.0.- x- -M.,.. -� S88 38'13'E W tiand Drain and UtRRy Eo \emett- GRAPHIC SCALE Existing Parking R/W MR M. 48 (County Road J) 280.74 N8838'13'W ASH STRBBT (CSSAH P:O. 32) bet. _ wet hates+ No. 18213 South line of Section 31, UP. 31. RN0.22 GLENN EHBEIN Woodridge Estates ER Ce 15-2A RNA: 095.17 R1N 11811.24 — ' itch Rice Creek Covenant Church 125 Ash Steet Lino Lakes, MN 55126 Phone: (651) 486- 0692 SKI= U. MIR 1. e0i r VICINITY MAP LEGAL DESCRIPTION The East 520.72 feet of the West 1120 feet as measured at right angles to the West One thereof, of the Southeast Quarter of the Southwest Quarter, Section 31, Range 22. Except the East 340 feet of the West 1120 feet of the South 223 feet of said Southeast Quarter of Southwest Quarter, Anoka County, Minnesota Subject To Easements. Contains 16.55 Acres N.G.V.D. VERTICAL DATUM WE8AND DELINEATED BY POIAFtS GROUP SEE ATTACHED SHEET FOR TREE TYPE/SIZE TABLE GRAPHIC SCALE (County Road .1) EMI Peg No. 48 (cSAH NO. 32) South Tine of Section 31, 'MP. 31. RNO. 22 GLENN EHBElN GRAPHIC SCALE Woodridge Estates' MOOT Ilse tx rES Neese N netl° N etlIA \C -itch �q2 PUBLIC STREET a`( I'2'' PAVEMENT DESIGN �''� I 2" BIT. WEAR TYPE 41 2" BIT. BASE TYPE 31 8" CLV RECYCLED OR CRUSHED,) (NFEET) 1 Inch - .60 IL LEGEND 1 CLPT- PROP. FINISHED CENTERLINE LP LOW POINT HP - HIGH POINT FL FLOW LINE pD - STORM STRUCTURE ' - PROPOSED ELEV. e - PROPOSED STOP SIGN. RAINWATER GARDEN Wetland LEGEND 2' SF —SF— SILT FENCE — — EXISTING CONTOUR - — -81 PROPOSED CONTOUR x 895.69 SPOT ELEVATION - - — WETLAND TUFFTURF PRE - VEGETATED EROSION CONTROL BLANKET ROCK CONSTRUCTION. ENTRANCE Y. 5 +7a.; at FENCE \ GRADING NOTES INSTALL AND MAINTAIN SILT FENCE AS NECESSARY INSTALL ROCK CONSTRUCTION ENTRANCE SEED AND MULCH ALL DISTURBED AREAS WITHIN 2 WKS OF FINAL DISTURBANCE PLANT RAINWATER GARDENS WITH SUGGESTED PLANTS. SEE RAINWATER GARDEN GARDEN INFORMATION SOLID HATCH AREA DELINEATES RAINWATER GARDENS PROVIDE GRANULAR FILL WITH A INFILTRATION RATE OF, 0.5 " /HR WHERE SHOWN RAINWATER GARDENS TO BE CONSTRUCTED AFTER STREET CONSTRUCTION IS COMPLETE SEED AND MULCH SHALL BE FURNISHED PER THE REQUIREMENTS OF THE CITY OF LINO LAKES MAJORITY OF SITE DRAINS TO NW CORNER NO WETLAND FILL SHOWN WETLAND DELINEATION PREPARED BY POLARIS GROUP MPCA PERMIT IS REQUIRED TO WORK ON SITE CITY ENGINEER TO APPROVE TIME FOR THE REMOVAL OF EROSION CONTROL MEASURES SURMOUNTABLE CURBS SHALL BE USED ON CITY STREET CONCTRACTOR TO CONTACT GOPHER STATE ONE FOR, I • UTILITY LOCATIONS PRIOR TO ANY WORK 1-800-252-1166 CONTACT WILLIAM McCULLY, P.E. AT GLENN REHBEIN COMPANIES. ® 763- 784 -0657 STORM NOTES DRAINTILE (IF REQUIRED) SHALL BE 6" ADS N -12 PERFORATED WITHOUT SOCK SEWER PIPES. STRUCTURES AND APPURTENANCES SHALL ADHERE` TO CITY OF LINO LAKES STANDARDS BOT :8 WASHED ROCK 19' MNN DI CUT OFF BERTA 'w TO MINIMIZE RUNOFF FROM SITE MAINTAIN ROCK ENTRANCE ■ TRACKING BEGINS lent -w.IM *..n.4711 Sr. LE N.-n e"regA41 cr Me 1 sloe C43I4144713 CV MO 3 N..x Cn.erI.387 c etl a More Cp,ArI.TN CV 3Md ee.M C31edlr4.1Se Cr. PM S INN Slne•a.131 oII Te 118-10) wse.ee t OF ROAD - 3 Existing Parking 3.6" era R/ ,,t" !:c. 40 I o:rty Rana ..1) EXISTING- 14-TILITIE4- ARE - SHOWN) L AN APPROXIMATE_ WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES, BEFORE COMMENCING WORK. HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. WORK WITHIN THE CSAH 32 (COUNTY) RIGHT -OF -WAY BILL BE MTI3ECT TO'TREt0Nd110NSOF-ANOKA COUNTY. INCLUDING ANY PERMITS AND RESTORATION REQUIREMENTS. THE CONTRACTOR SHALL ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES GOPHER STATE ONE CALL TWIN ' CITY .AREA (651) 454 -0002 MN TOLL FREE 1- 800 -252 -1166 PRELIMINARY GRADING, DRAINAGE AND EROSION CONIROL PLAN OAKWOOD VIEW RICE CREEK COVENANT CHURCH LINO LAKES, MINNESOTA 1 I 1 I L 1 1/2' 2341 Numinous Wear. Plead after one winter 1 I 1-- 2" 2331. Bituminous Base, Tack Coat 1 I L -.. 5" Ag9ngale Base 100% Crushed Recycled Class 5 , L - - -- 24" Select Granular Borrow, 5%. Mod. -I 4. PVC /ADS draln111/ w /soek D412 W/B612 At Catchbasins and Radll's • J as shown on pions between CBs - - - -- 4" of native topsoil and turf establlshmenl. and along bottom of select Seed, mulch and disc anchor remaining R/W ** *Recyled aggregate for base must meet class 5 specification TYPICAL RESIDENTIAL STREET SECTION FL- 30' -FL BOC- 32' -BOC GLENN EHBElN COUPANNS �1V OAKWOOD VIEW PRELIMINARY UTILITY PLAN c. oa 8 I 49 tF 0-1145 71i. SC44 30 PVC MISS rPO 0'£69 ST68 OMB.I 1'106 90.2 5850 895. 0'469 S'468 0M8d CZ06- :r__' ICLS2 DP r . uy 149312 IF O 0.40e• _ r SDR 35 PYC *1126 `i'ag �Gf l FES Z'106 OMdS S'868 0'869 LL .Z06 0406 OM8d S'969 0'969 0 i`; "ag -- .358.71 r SOR rip221 WORK WITHIN THE CSAH 32 (COUNTY) RIGHT —OF —WAY WILL BE SUBJECT TO THE CONDITIONS OF ANOKA COUNTY, INCLUDING ANY PERMITS AND RESTORATION REQUIREMENTS. THE CONTRACTOR SHALL ADHERE TO ANY REQUIREMENTS RELATED TO CONSTRUCTION ACTIVITY AND WORKING HOURS AS ESTABLISHED BY THE CITY OF LINO LAKES L__J s969aa - Sdd 0 Ix 4i lg a� 81 gni . Jg;; r � y al zg a e_� ASIA OOONXFO 2° ES GRAPHIC SCALE r NO ( G'c r yt0 J^i1 (c.'Q 0 ' 1/1. FEET ) I loch 60 R_ UTILITY NOTES 1. ALL SANITARY SEWER SHALL BE 8" PVC SDR 26 2. ALL SANITARY SEWER SERVICES SHALL BE 8" PVC SCH 40 3. > ALL WATERMAIN SHALL BE 8" DIP CL52 4. WATERMAIN TO HAVE A MINIMUM OF V OF COVER 5. SANITARY SEWER AND WATERMAIN CROSSINGS TO HAVE A MINIMUM OF 18" VERTICAL SEPARATION 6 UNO LAKE UTILITY SUPT. MUST BE CONTACTED AT LEAST 48 HOURS PRIOR TO UTILITY WORK, WORK IN ROW OR UTIUTY CONNECTIONS 7 SANITARY SEWER AND WATERMAIN SHALL BE INSTALLED AND TESTED PER THE REQUIREMENTS OF LINO LAKES, CEAM, MDH AND MPCA 8 - CITY TO PAY FOR OVERSIZING AND EXTRA DEPTH OF THE WM AND SANITARY SEWER TRUNK SYSTEMS SERVING THE CITY 9 ALL WATERMAIN AND SEWER APPURTENCES SHALL BE FURNISHED AND INSTALLED WITH THE CITY OF LINO LAKES STANDARDS 10. GATE VALVES SHALL BE MUELLNER A- 2370 -20 WITH MECHANICAL JOINTS MEETING AWWA SPEC. C500-61 11. LAKE DRIVE MUST BE RESTORED TO ANOKA COUNTY'S SATISFACTION 12. TRAFFIC CONTROL DURING CONSTRUCTION MUST BE PROVIDED PER MUTCD AND THE REQUIREMENTS OF ANOKA COUNTY 13. ALL STORM PIPES IN ROW SHALL BE CLV RCP 14. ALL STORM PIPES IN GREEN AREAS SHALL BE N12 HDPE UNLESS NOTED OTHERWISE 15. RIP/RAP SHALL ALL BE CUU 16. ®-® ABONDON EXISTING UTILITIES WHEN APPROPRIATE WHILE STILL PROVIDING SANITARY SEWER AND WATER SERVICE TO THE CHURCH EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES, BEFORE COMMENCING WORK. HE OR SHE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. GOPHER STATE ONE CALL TWIN CITY AREA (651) 454- 0002 MN TOLL FREE 1- 800 - 252 -1166 RECEIVED JAN 2 8 2004 CITY OF LINO LAKES GRC FIELD #03505 REVISIONS :11 __ —M MIEMINMENII MMIMINEMIE MMIIIMEM NIM —� 1 HEREBY CERTIFY THAT TIRS PLAN OR SPECIFICATION WAS PREPARED SY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER IRIRER THE LAWS OF THE - STATE OF MINNESOTA WA.T. MCCULLY W TE. _ REQ NO.L,1111} .. WATM DRAWN CHED(ZD • WATM DATE X17/2003 1 : IB O SO JOB NO. 03505 BOOK - PAGE 4 ` CF 4 s1EETs Agenda Item 5B Environmental Board Meeting Date: February 25, 2004 Topic: TSM Development, Highland Meadows East 2nd Addition, Preliminary Plat, Rezone, Easement Vacation Background: The proposed Highland Meadows East 2 "d Addition is located South of 78th Street, West of lake Drive and is accessed from Nancy Lane. Existing Zoning is R -1. Developer proposes to zone the area to PUD. There are 20 units (townhomes) proposed for this site on 3.47 acres. The following attachments are included with this report: 1. Site Location Map 2. Sheet index 3. Existing Conditions 4. Preliminary Plat 5. Preliminary Grading and Erosion Control Plan 6. Preliminary Utility Plan 7. Tree Preservation Plan 8. Details and Notes 9. MLCCS Analysis: Existing Conditions Existing conditions show most of the area was previously used as a borrow pit for material in other Highland Meadows projects. The developer has submitted existing tree cover. Trees are confined to the remaining non - disturbed areas on the West and East sides of the proposal. The developer has not submitted MLCCS land cover. Since this is a PUD, the developer is required to submit a Yield Plan. The City has received this yield plan. Site Vegetation: Tree cover is surveyed and superimposed on the proposed grade plan. Section 1009) for tree preservation should be followed. This ordinance defines the process for preserving significant trees and is required of subdividers. The ordinance mandates financial guarantee as part of the development agreement to prepare and implement a tree preservation plan and for the replacement of all significant trees, which were to be saved but were actually destroyed or damaged. The developer has indicated intentions for tree removal and has mapped tree protection fence locations. • Minnesota Land Cover Classification (MLCCS)- The MLCCS defines the predominant land cover as Palustrine open water, with some Boxelder -Green ash disturbed native forest. Although the trees on the West side of the proposal are of lower quality, they have become significant to bordering residents, and for the area since a virtual clear -cut of trees occurred in the recent past. There are no rare -plant community indicators on the site. Surface water There are no wetland fill areas shown. The entire existing pond area will be filled in and new ponds created (see grading plan). The site is located in a Marshan Lake subwatershed. There are no Lake Protection, Shoreland Management, or High Priority Protection Zones on this site. There are no flood plain areas on the site. There are no existing wetland areas on the site. Storm water is proposed for treatment with two new ponds constructed in areas that minimize any further tree loss. Application has been made to Rice Creek Watershed for review. There is no further information on this at this time. Wildlife The Blandings turtle model does not indicate any breeding or activity areas on or near this site. There is no other known unique wildlife considerations on this site. Soils Compaction protection (fence) is recommended on all areas not associated with construction. NPDES standards need to be applied throughout the process. Suggest additional gravel stockpile be available for when the rock construction entrance fills in. No imported or exported soils should be allowed without City approval. Boulevard Trees As with all previous developments, recommend one boulevard tree per frontage, escrowed as part of the Development agreement. Landscaping The City has not received a landscape plan, other than developer proposed Seed specifications; Recommend the developer submit a landscape plan to include some foundation plantings for proposed structures. Recommend all trees planted in the yards remain clear of boulevard areas so there is room to plant boulevard trees. Recommend additional trees be placed in the areas buffering existing residential areas. Recommend City native • • • seed specifications for all pond and drainage areas. Recommend a three - year management plan for all native seed areas be written and approved by the City. Options: 1. Recommend approval with staff and Environmental Board comments and recommendations. 2. Recommend Denial. Recommendation: Option 1 Environmental Board Comments: cts W (,) 0. O ca o '- 2 -0 ill � Q .O 2 13 = V •cO ees N Attachment 1 W 0) HIGHLAND MEADOWS EAST 2ND ADDITION LiN0 LAKES, MINNESOTA • MAIN STREET -C.R. 14 1. 7STN STREET 2. LIARILTN DRIVE 3. ARLO LANE 4. HIGHLAND TRAIL S. IGHLAND DRIVE PRELIMINARY PLAT EXHIBITS FOR TSM DEVELOPMENT, INC. 222 MONROE STREET, ANOKA, MINNESOTA 55303 PHONE: (763) 576 -9121 FAX: (763) 576 -9122 D•L SI.TE MAP (NO SCALE) ■ c SCALE IN FEET 50 100 150 I inch = 50 feel SHEET INDEX 1. : TITLE SHEET 2. EXISTING CONDITIONS 3. PRELIMINARY PLAT. 4. PRELIMINARY GRADING AND EROSION CONTROL PLAN. 5. PRELIMINARY UTILITY PLAN 6. TREE PRESERVATION PLAN 7. DETAILS & NOTES RECEIVED JAN 1 2 2004 CITY OF LINO LAKES BENCHMARK(S1 1.) TNH SW QUADRANT 79TH ST. & NANCY OR., ELEV. = 909.01 2.) TNH ACROSS STREET FROM 665 ARLO LANE, ELEV. = 914.76 3.) TNH CORNER OF HIGHLAND DRIVE & ARLO LANE, ELEV. - 918.17 4.) TNH CORNER OF HIGHLAND TRAIL & MARILYN DRIVE, ELEV. = 914.06 z 0 E-. Qi Q (, n z z� ZO � W < W W W Z rn Vi 4 Q < W W O2 E >N rzl W C]q 2 E� HIGHLAND DRAWN BY RIM DATE 1/12/2004 REVISIONS CAD FILE 21381TS PROJECT NO. 21381 FILE NO. 2 -03 -039 SHEET 1 OF 7 I �TL >r -r-T -LEI _. TIA /11 1 /NI.IT 1 VVIL.I \7111 914.905.9 919•901.32 EX 14. INV.901.47 EX 4.90580 LW INV.889.49 91,0 849.990.00 X RI4.905.6 919.901.64 1 \ L_..'. Ir1 .._1 vV INV.901.01 A r1 r\ VV V. RI44905.18. 919.901.15 -IV TI I ��- r- • �% I I \ L_ L_ f SCALE IN FEET 30 60 90 } / EX STING WETLAND 1 1L YR HWL -903.1 (;) 100 YR HWL -903.5 ` LA91 R[v 0 "78-00) C ef I t�J i<- 1 1 - ) ■ i r`} =C �/ ` X3 } 1 I EX 15' RC FI 11 INV 902.65 pasiNG (LOUSE LF 906.99. I II / \1IIA AIr1 r1I \7r1L./ -11 VLl EXI51510 HOUSE LE 907.04 Ext5191G NOUSE LP 906.59 EX H7DRANT " A A r- T1844,909.01 IVIL_n /11A /. Vvvv� EX r PVC PLUG 919.890.17 my-901.M EX 8' DIP PLUG r- A ^T L -/-Iv 01051910 NOU5E 0 E9a51WG NOUSE 11 I 1 1 1 } 0 1 1 } �// __ ____ p 0 / / ^� �� -__- 4 / /r 7-- - - - - ` \ .L......7.....„.:___...-___,-1,„/ -_ ice/ iii- I�___- // II Ij I II II ) II 905.3 9 04.6 904 9 0 0 II r (1 \ 1 /1 I/ ircl 1\ 1 i t// \tom \s\ } I r� J } 1 }X11 00 O i ( {i1 }} /4f 1 LI � � l /� I CO0 x\1,1 i li il��� �j 0 I \,luiI i 11 / /�/ 1 I(/ 1 (I 1 i1 /�!�1 1 1 1 1 j I I Iii 1 1 1j I j /II }I I /� 1 / I 1 }I I I COO \ \, ti \ �I i�1�- j \ 11I / 1 1 1 ��- -- - ff T4 \ . ./ ) LL -_- ` , - i �1 ! / ( ( 1 / / 0 \•1 \- -� - .�m - -._ _� -_ ��----.7.-_ � i f }5 00 `_ _ -- - - -- r---- - - - - - -- L- ' - -/ I a" - -- /� -! ! 15 - - ----- - -% 905.8 9050 9013 905.7 907.0 \ / F. t U ty1 I- I:: :) 0 +800.00 1000 LEGEND 08 0 0 a "519EA.- .5. / / / 904x5. 05100910 21' RCP STUB wV.901.34 X905.1 905.5 X90017 Er." 7_ / 905.8% 904.4. 905.1% / 1 inch . 30 feet EXISTING SPOT ELEVATION WETLAND DEUNEATION EXISTING CONTOURS TREE LINE EXISTING SANITARY SEWER EXISTING STORM SEWER EXISTING WATER MAIN EXISTING ASPHALT SURFACE EXISTING TREES NOTES: 1. ALL EXISTING SOILS ARE SODERVILLE (SOA), TYPE 'A' PER ANOKA COUNTY SOIL SURVEY. 2. THERE ARE NO WETLANDS ON THE SITE. RECEIVED JAN 12 2004 CITY OF UNO LAKOS EIENCHMARK(S) 1.) TNH SW OUADRANT 79TH ST. & NANCY DR.. ELEV. - 909.01 2.) TNH ACROSS STREET FROM 665 ARLO LANE. ELEV... 914.76 3.) TNH CORNER OF HIGHLAND DRIVE at ARLO LANE. ELEV. - 918.17 4.) TNH CORNER OF HIGHLAND TRAIL & MARILYN DRIVE. ELEV. = 914.06 - 5 '0 N = gm W � LZ3 Z V V'A W o 2 + x cn En cc E Um4 • z ;W. 5.86a 7o_ ^aW "C'4, 2ND ADDITION HIGHLAND DRAWN BY RWD DATE 1/12/2004 REVISIONS CAD FILE 21381EX PROJECT NO. 21381 FILE NO. 2 -03 -039 SHEET 2 OF 7 PROPERTY DESCRIPTION OUTLOT A. HIGHLAND MEADOWS EAST, according to the recorded plat thereof, Anoka County, Minnesota NOTES ORIENTATION OF THIS BEARING SYSTEM ASSUMES THE WEST LINE OF THE E 1/2 OF THE NE 1/4 SECTION 8, TOWNSHIP 31. RANGE 22, TO BEAR N 00•39'02" E. THIS SURVEY HAS BEEN PREPARED WITHOUT BENEFIT OF A TITLE COMMITMENT OR TITLE OPINION. A TITLE SEARCH FOR RECORDED OR UNRECORDED EASEMENTS WHICH MAY BENEFIT OR ENCUMBER THIS PROPERTY HAS NOT BEEN COMPLETED BY THE SURVEYOR. F - (1') LIJ (N84.00.8 PLAT) N8511'20 "W 82.10 TIA /11 YV1L_1\7r11 79TH 111\7r1L.nivLL/1 STREET WIDTH., 26' BACK -BACK CUL -DE -SAC RADIUS= 45' A /`C1r -nvl \L_,..., wi LJV v v " EXISTING NOUSE \SEICSX081 PLA 35°11'20' • • • • (Nevsr09'rw Pun 240.00 N8511'20 "W STREET r- A C T . W l_! -\._) 1 3 tO to' et NO 4.S ct. e 3 inn O O /4i .2' R , n VO,t / O ce CO` / 3 Me4Srerw Pun N8511'20 "W •' 83.37 SITE DATA DWELLING UNITS 20 TOTAL AREA. 3.470 ACRES DENSITY 5.764 D.U. /ACRE EXISTING ZONING R -1 PROPOSED ZONING PUD '- OVERALL GROSS AREA = 151.150 SOUARE FEET OR 3.470 ACRES AREA OF LOTS 1 THROUGH 20 = 58,250 SQUARE FEET OR 1.337 ACRES AREA OF LOT 21 = 92,900 SQUARE FEET OR 2.133 ACRES AREA OF LOT 21 IMPERVIOUS SURFACE = 23,900 SQUARE FEET OR 0.549 ACRES AREA OF LOT 21 PERVIOUS SURFACE = 69.000 SOUARE FEET OR 1.584 ACRES LOT 21 CONTAINS 25.7% OF IMPERVIOUS SURFACE LOT 21 CONTAINS 74.3% OF PERVIOUS SURFACE - L., DRAINAGE AND UTILITY EASEMENT TO BE VACATEDr:�- -- - - ____ 51.49 / 92900 S.F. OR 2.133 DRAINAGE AND UTIUTY EASEMENT OVER ALL OF LOT 21 1 n. 13 - 36_O8 - J 2024 S.F. 77.113 33.68 10 ee 12 3235 S.F. 2200- r' 81 ) 45: 155.98 S89 °43'05 "E (S89'2813 -E PLAT 67.99 42.00 37.32 74. — 11 3094 S.F. 2 10 2024 S.F 26.000 9 3269 S.F 2024 S.F. 26.00 6 3255 S.F. r 434.99 S87 °55'16 "E (s3r41•04.6 PLAT) 130.70 A r-\ r-t "LJLJ. SETBACKS REAR OF BUILDING TO EXTERIOR PROP. LINE- 20' FRONT OF BUILDING TO CURB- 20' MINIMUM DISTANCE BETWEEN BUILDINGS 20' MINIMUM DECK SETBACK TO EXTERIOR PROP, LINE- 10' RECEIVED JAN 12 2004 CITY OF LINO LAKES JPGRND IRON SET IRON FOUND SCALE IN FEET 30 60 1 inch - 30 feet z O CV 4C z ¢ °i 6 wifg cr)z W� O Z n A O d4Ja z C7 DRAWN BY SPH,KTB DATE 1/12/2004 REVISIONS BOOK /PAGE NONE CONTROL NO. 21381 CAD FILE 21381PP PROJECT NO. 21381 FILE -NO. DRAWER SHEET 3 OF 7 RI9- 905.43 INV.901.32 Ex_ CB INV=901.47 . E.9 INw889.49 N,S 91V- 890.00 / l T�Irr-r 16H-905.6 169- 901.01 INV ■901.64 -7 W 014- 905.18 INV =901.15 "1n • r / 11 NEE; 7 EX. HYDRANT 191H= 909.01 LP 906.69 LP 907.04 If 906.59 `9LT FENCE 1 EL r PVC PLUG INV=89417 Ex. 8' DIP PLUG EX. C8 619 -905. W V.901.39 TEMPORARY' ROCK CONSTRUCTION ENTRANCE 9LT FENCE 4 9LT FENCE 9LT FENCE EX 905.7 1 1 I EXISTING WETLAND 1 L 1 NWL =903.0 1 f 1 YR HWL =903.1 _ Ii , 100 YR HWL =903.5 1 1 LAST MEY 6.61:0)*" 6 A650C ' ' I I /J 1.' 1 -EX. 15- RC FES INV 902.65 , � , a. i -- .-X I -- - _ SILT FENCE ■ i _ _ �� � _ 1\ l i \ 1 \\\ 1 1 Ne ■ N, 9LT i NCE-� L 1 ��� EX 905.3 Ex 904.9 EX 4. 917 FENCE 904 / - .90 - - ��. -� NWL -902.1 1 SILT FENCE 904.3 X 90E4.5 04.9 T FENCE �.'. �1 0 0 +60600 1000 1000 SILT FENCE 1 907. s>•NG 2 aCf ° 0.9 DS�EEKti 10 YEAR / / / EX. ECF 904.5 SE X11 /907. f 907.5, i / )111 I I /, 1 I 905.5 905.5 - 905.6 EX__. _. .. - -- _ .. _ _TP -1r1- T FENCE 905.0 "" '7 X905.1 SLY' FENCE 1Pa 7 5 / 9LT FENCE, 907.0 \ \ T! ` x \ D511NG 21' RCP STW 1191- 901.34 X904.9 + J EX / 903.6% EX 904.4 x EX 905.1X T- 6 0 SCALE IN FEET 30 60 90 IMO MI IMO INN S 1 inch = 30 feel LEGEND PROPOSED SPOT ELEVATION EXISTING ASPHALT SURFACE EXISTING CONCRETE SURFACE 7P- 7P- 1P- 1P- 1P -7P- EXISTING OVERHEAD POWER UNE EXISTING FENCE EXISTING TREE UNE/TREES EXISTING WATERMAIN EXISTING SANITARY SEWER EXISTING STORM SEWER PROPOSED CONTOUR EXISTING CONTOUR PROPOSED STORM SEWER TEMPORARY ROCK CONSTRUCTION ENTRANCE _ F [1. A a Cd 7. °n Z 0 E' C\ U W CJD 0 = Z 'CT) o� Vl W W l- W W 0 °243 Qv •7 °z Z x � 0 a PROPOSED SILT FENCE TREE PROTECTION FENCE PROPOSED WOOD STAKED BALES INLET PROTECTION (TO BE INSTALLED BY UTIUTY CONTRACTOR) PROPOSED BALE CHECK (DITCH) CHECK DAM (TO BE INSTALLED AFTER COMPLETION OF GRADING) BENCHMARK(S) 1.) TNH SW OUADRANT 79TH ST. & NANCY DR., ELEV. = 909.01 - 2.) TNH ACROSS STREET FROM 665 ARLO LANE, ELEV. - 914.76 3.) TNH CORNER OF HIGHLAND DRIVE & ARLO LANE, ELEV. s 918.17 4.) TNH CORNER OF HIGHLAND TRAIL & MARILYN DRIVE, ELEV. - 914.06 DRAWN BY RWD DATE 1/12/2004 REVISIONS " CAD FILE 21381PG PROJECT NO. 21381 FILE NO. 2 -03 -039 SHEET 4 OF 7 1.'; RIM- 905.43 INV-901.32 EX. CB W- IN- -901.47 R 905. -. E.W INV- RR9.49 N.5 INV - 990.00 -7 ^TI 1 _ I I \L_L_ 1 RW.905.6 INV.901.64 INV.901.01 C9 RIM-905.18 NV- 901.15 7 TI I ri L,.)�_T -T EX. HYDRANT TNH.909.01 - I I 11- �r• EX. r DIP PLUG EX. 9' PVC PLUG NwR90.17 W V- 901.39 1- 990.17 2C LT R.906. 1 -69 SCALE IN FEET 30 60 1 inch • 30 feet 90 LEGEND e O EXISTING SANITARY SEWER I 1 1 EXISTING WATER MAIN > fl >— EXISTING STORM SEWER • PROPOSED SANITARY SEWER �1 1 1 PROPOSED WATER MAIN > ■ > PROPOSED STORM SEWER 4` PVC 5DR 26 TYP. PROPOSED SANITARY SERVICE 1' COPPER TYPE K PROPOSED WATER SERVICE DELINEATED WETLAND 21 RECEIVED JAN 1 2 2004 CITY OF LINO LAKES 11 taw 2, RCp 4T 2„o41 • }4 e . EXISRNG 21' RCP S1U9 NV.901.34 BENCHMARK(S) 1.) TNH SW OUADRANT 7911 ST. & NANCY DR., ELEV. = 909.01 2.) TNH ACROSS STREET FROM 665 ARLO LANE. ELEV.. 914.76 3.) TNH CORNER OFFVHIGH9 NND7DRIVE & ARLO 4.) TNH CORNER OF HIGHLAND TRAIL & MARILYN DRIVE, ELEV. - 914.06 C,* DRAWN BY RWD DATE 1/12/2004 REVISIONS CAD FILE 21 381PU PROJECT NO. 21381 FILE NO. 2 -03 -039 SHEET 5 OF 7 1 FGFND - N EXISTING ASPHALT SURFACE Tree No. Eleveeonl Type 0191 I OIL Save Remove - - 1920 .909.90 POPLAR 8 X James R. Hill, Inc. PLANNERS / ENGINEERS / SURVEYORS 2500 W. Cn. Ro. 42, Suo: 120, Bumswu MN 55337 PHONE: (952)890 -6044 FAX: (952)890 -6244 EMAIL: JRHINCOJRHINC.COM I 1001 908.90 CHERRY 8 X +opz 909. CHERRY a 9 x 1003 909.80 OAK 12 x 1004 909.80 OAK 78 X Y 100.5 909.20 OAK 10 X EXISTING FENCE '. _ EXISTING TREE LINE/TREES 1008 909.70 MAPLE 10 x 10009 24 _ U_ Q EXISi1NG TREE TO BE SAVED I 1�, 9937:60 COTTTONWOOD X 7012 905.00 BIRCH a x 1012 905.90 POPLAR to x ,074' 903.20 POPLAR 9 X 0 EXISTING TREE TO BE REMOVED 1 1015 90480 POPLAR 7 X \ o¢ooOaPROPOSED SILT NCE 1016 905.30 X 020 904.90 6 022 805.90 8 TREE PROTECTIOFENCE ' - 023 BO4.ro I1L B 024 904.90 e k•• ds°; rte. -� - 1000. PROPOSED CONTOUR wzs 90s.ro H 7 TI I �� + I l r 1 \ r r r - 1000 EXISTING CONTOUR i i �? • SCALE IN FEET L 1 faze 904.90 14 X 1027 904.90 POPLAR a x 1029 905.00 POPLAR e x ,. - '� 'Fyr '. ..:� - r _ _ _ _ _ _ _ _ _ k L �, _ __ -'`., .. -- - -- -0 < ® < PROPOSED STORM SEWER T'.Y - �� `� 1030 904.60 POPLAR 7 X ����� ♦.. 1037 904,80 POPLAR 8 X 'A ' __ inch eel kita`�' 1;,t 1 In a 30 I -----. -/ jtlt �� POPLAR zst._•z F "-e w.x�s€'arK T - S `-. - 1034 905.10 m X i,a•,q ,A -"� .3 'x.' s. ir73.. F nm"'u- t '-'°°" -• _ _ _ _ '+�i 4... t t♦ -� '� ---�� -_� a' .. ,sa �7'�Tr 1- �---•- - / 1 ri TL)_ r- 1 T •$ 1035 904.80 OAK. 14 X 1038 804.70 OAK' 7 X ____ 1043 904.70 POPLAR a -__ -_ _'_ ------------ , °.°.t »"'�,* �`N[i,9,s°w+*n �--�� - - ''_--------- 'PSpR^m s K: r'3Gi. �---__ ..,, r`_"X. "--- '- ______ Y(^" -r'we -3.. y- .s`uzre I 1 \ L L I 1044 904.40 POPLAR 8 x 7043 904.40 POPLAR 8 X mx',nr 1047 911.60 POPLAR a X .ys-rt -� -�-_.` ------------ `\4 � • I -- ---_ -� N .• __ ,... .c ./I -------7` ° • _ _ .� •• .• \ / • _•^ -- 1 - • - _ _ _ / -- '. .� I _I t SILT FENCE 1048 604.70 ELM 8 X 7050 904.30 ELM t8 X 1057 BM.m POPLAR 8 X 1052 904.30 POPLAR 8 X 1054 904.40 POPLAR B X 7058 904.80 POPLAR 7 % 1057 904.80 POPLAR 8 X 1081 904.40 POPLAR 7 X 7082 804.30 POPLAR 9 X _ • e E L fr e { • 3 e 6 a - - $ 6 ° d li a L B 88a'b hi1087 o ` \ 1083 904.40 POPLAR 12 X 1084 804.03 MAPLE x 1085 8111.10 ELM 8 e X 1y16y7 .r . - 1 , 1 /$ %� SILT FENCE /:I / �j..'1 '1 t - / - /•. �, - I 1088 904.20 PINE 8 x 1087 811.40 MAPLE 8 % 1088 904.50 POPLAR 8 % 1077 904.3° POPLAR 8 X 1072 90421 POPLAR a X 7078 904.50 OAK a 7079 604.50 POPLAR 11 X 604.40 POPLAR 7 1083 904.80 PINE I .11 \w ,. •-t .^ a0.T FENfZ' \ NCE 11 1088 804.40 POPLAR 10 • 1087 804.90 POPLAR 0 X 10138 934.80 POPLAR HIGHLAND MEADOWS EAST 2ND ADDITION LINO LAKES, MINNESOTA TREE PRESERVATION PLAN FOR TSM DEVELOPMENT 222 MONROE STREET. ANOKA. MINNESOTA 55303 7009 804.60 POPLAR 8 X I 1,..087 1 _ ! FENIZ 7091 804.80 • POPLAR 70 X 117: 1082 804.80 POPLAR 8 X 9L T FENCE 1� tP� 1093 904.60 POPLAR 6 X 97 904 �� f� ^' <;JI081 109 P1�7 091< , - .. _ _ �66 ! 072 109 096 ,{ y - - - CO - T� - •., - i.. POPLAR J t ! 707 1 '10 'Wei i 1125 0 1726 7172 i- SILT FENCE 1 � V f��) I 1063 1 ♦ ` S &\ 542 r E' - ! I !I {� 1 • NCE 1 7085 904.40 POPLAR 8 X 7098 904.90 ELM 8 X 1097 905.00 ELM 8 X / _ _ '� _ -_ ✓/ 9 0 119 7095'1 8$-- -� ,O A; . / - - _ r 4.- I yyIna6 % .e' �' \ '� '/ g ..ter 118] /. �'�' --. �- /' ,� �- ...� 1 1100 604.80 ELM 7 X 1101 904.40 PINE 8 X 1102 904.70 PINE 9 X _ pit .. �.i11� `� __ .., a' � ` - 7L 11 . 0. CO .,122 4 7 .� vip - v .�, + - / Im "/ / + 121 1155 ^� - - L _O X t� 7159 _ / ` ��)T (��9] /\�1 1, O;" ,1 ,f�+1190 • f� O -� 137 or \ �, �� .' `Y` -ire 1118 804.20 BIRCH 8 x 1177 904.30 POPLAR 8 X P 1179 804.50 ELM e X 7120 904.40 - PINE 72 X N'',/ ' +eOO 1152 �Jj 58 --- C- "j��`,'a. - .T "� Yr� 130)))'1.. X110Y •� _ ! ? % 11 O. -�i� / 1191 1721 905.70 ELM 16 X 1122 804.70 ELM e X 1123 903.60 POPLAR 7 X ' 1744, - / 1 )0/ 1 -. �.. - 1192 �r �eeAAF/ q� / \ \*. {360 ©� 904 / � 03 i r111W� 1194 /'1, 17999555 tJ 1124 10 7125 804.70 POPLAR 8 X 1128 803.80 POPLAR B X 904.00 PoPIAR 7 X Ii43 1195 / +^ - 1p.e � 98197� \ I I / b 200 7 202 ` ` �j / `� - 1 / \ / 722 L2 ,R 1,119 t 120 �A� - i '� L7 / 12 X ;1132:4443 803.70 POPLAR ,O X , 6 ! ^ :47 �� 67 ' 0.1410611 1 ! 1l 909.30 POPLAR X P X 7150 904.80 ELN 0 X ^ `. `� 122: A1211 1203 ' �, I : `. I ; O I „%... �4�� ©O (!- f3 (419 7157 904.60 POPLAR 7 % }'.. /�'� GGG���aaa ' 1752 904.80 POPLAR 7 X 062 �; �/ 1, I CO 2120 •7 `� ` � 1227 / 1217 1217 1210 1 I �OOaB 1 2 V 1 1213 ` TPf V 1218 ' I ] 1155 804.60 POPLAR 8 X OS4 Z'q� *, J 7157 904.80 POPLAR e X 1, i III _... -i l (`� ( - (1 I'l\ 7158 904.60 POPLAR 8 X ' ` I 1 i. \ / - 7227 ' �. _ JAN 1 2 2004 .' _`, t _ - CITY OF LINO LAKES 1159 904.70 PINE 20 X 1180 905.70 PINE 78 X 1163 905.20 ELM 8 % 052 I I an° 1� 2 1 - Q' 1784 905.80 ELM 12 X I I •0" y %�, \ " I i i / r °.� 1/% 905.50 ELM 8 8 X 1168 11I 605.50 MAPLE 17 X °X a i 1„�. I 1 935.30 X 1 -5 i'. i 1 '--_ i I ■ �I 1169 9133A0 OAK - - NOTE; ALONG SHALL BE PLACED APPROX 30' APART .ALONG TREE PROTECTION FENCE INDICATING IT IS A - TREE PRESERVATION AREA, NO GRADING ALLOWED. .' 110 805.20 MAPLE 20 X 1174 904.50 ELM 9 X { 1035 1775 • 605.80 OAK 9 % / / / /// / / 1 `/ 1177 908.90 -OAK 74 % 1' 1 I =>�� �� •f) � 1178 907.50 CHERRY B X 1,79 6°8,50 CHERRY 3 8 X + , / I ' / , 1 _I I v ' 1 1190 906.10 CHERRY 7 X DRAWN BY RWD IpJ4 ;rOSt PPA x1030 1032 QO 1� ' 102026 9,tO2.4�7tA ,(�yJt,O�ti- -e1� •.J w,Lt" -• �` 1010 1183 807.60 OAK B X 7794 908.80 ELM 12 X 7185 910.10 OAK 70 14 x I '' LM e 7 12 L / - --- g Id/ a lJ J'' I 1 i3 910.10 ♦.. 1 ` /,1' / / 1188 806.80 ELM 9 % -- - - __ v _ 122 808.90 CHERRY 7 X 1015 1022 /Otb 11;11) \ - - - - I /(((���BBB000777 �' 1198 808.80 ELM 10 X 7199 810.90 CHERRY 8 X _ - •= ti - -.. _� _ _. - ------ / j� _ T�7P '- --/ 7200 971.40 ELM 9 - X 1207 811.70 CHERRY 8 X % / = TP -m -T� •� SILT `T� 7mz 97290 ELM e x 1223 91270 ELM 1° x SILT FENCE) \ \ / \, _ / p ` - 1 1270 81200 CHERRY a X 1211 911.30 CHERRY a X 7272 811.40 CHERRY 5 X • BENCHMARKS . _" �• \ - • 1 HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT, / 1.) TNH SW QUADRANT 79TH ST. & WAS PREPARED BY NE OR UNDER NT DIRECT SUPERVISION NANCY DR., ELEV, 909.01 1213 911.30 CHERRY 8 x CAD FILE 21381TP PROJECT N0. 21381 1215 911.30 CHERRY e x 1218 Bi130 ELM 10 X 1217 810.80 ELM 7 X ANO THAT I AMA DULY REGISTERED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA. DATED THIS 2) TNH ACROSS STREET FROM 1276 80990 ELM 0 x 7220 87030 ELM 0 X - _ 12TH DAT OF JANUARY 2004. 665 ARLO LANE, ELEV. .914.76 - - 3.) TNH CORNER OF HIGHLAND DRIVE k ARLO LANE, ELEV. w 978.17 7221 810.70 ELM B 10 X 1222 970.10 OAK 10 X FILE NO. 2 -03 -039 1224 910.10 CHERRY 5 8 X - - JAMES sTUaM. AAA - JAMES NUNA 19.780 4.) TNH CORNER OF HIGHLAND TRAIL $ - - - - - MARILYN DRIVE, ELEV. w 914.06 - - ... 1225 909.00 ELM 7 x 7227 609.70 ELM 0 X SHEET 6 OF 7 . 1228 998.80 OAK 17 X 1229 908.70 ELM 00 X OFNERAL GRA0640 & EROSION CONTROL NOTES I. SPECIFICATIONS MICH APPLY ARE THE MOST RECENT Emma OF TIE CITY OF UNO LAKES AND TIE MINNESOTA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION UNLESS 90011100 HEREIN ON THESE CONTRACT DOCUMENTS 2. IT IS THE RESPONSBIUTY OF THE CONTRACTOR 10 UTILIZE THE 'GOPHER STATE ONE CALL' EXCAVATION NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2160. 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651- 454 -0002 IN THE TWIN 0TIES METRO AREA OR TOLL FREE 1- 800- 252 - 1166). 3. GRADING CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND UTILITIES 66114 THE RESPECTIVE UTILITY COMPANIES PRIOR TO CONSTRUCTOR. 4. ALL CONSTRUCTION AS CALLED FOR ON THESE CONTRACT DOCUMENTS SHALL BE PERFORMED IN ACCORDANCE MTH ALL O5NA REQUIREMENTS 5. ALL LOT AND EASEMENT OIMEN10N5 ARE SUBJECT TO FINAL PLAT. 6. ALL EROSION CONTROL MEASURES CALLED FOR ON NESE PLANS ARO SPEOFICATIONS, 444604 MAY INCLUDE FILTER FENCE.SEDIMENTATION BASINS OR TEMPORARY SEDIMENT TRAPS. SHALL BE CONSTRUCTED AND SERVICEABLE IN THE FOLLOWING 090ER. AS REQUIRED. a. ROCK CONSTRUCTOR ENTRANCES L. FILTER FENCE. TEMPORARY CULVERTS d. TEMPORARY SEDIMENTATION BASINS AND OUIFALL FACILITIES STORM WATER POND CONSTRUCTION. f. CONMON EXCAVATION AND EMBARKMENT (GRADING CONSTRUCTION). g. SEED AND MULCH (SEE NOTE 14). h. STRAW BALE BARRIERS IN FINISHED GRA0ED AREAS L INLET AND OUTLET FACILITIES SUBSEQUENT TO STORM SEDER CONSTRUCTION. 7. GRADING CONTRACTOR SHALL PRONE ARO MAINTAIN ALL EROSION CONTROL MEASURES AS SHOWN ON THESE PLANS AN0 SPECIFICATIONS AND IMPLEMENT ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY IN ORDER TO PROTECT ADJACENT P80PDRTY. S ALL ERO50N CONTROL FACILITIES 54*11 BE 9ANTAINED BY THE GRADING CONTRACTOR DURING GRADING OPERATORS ANY TEMPORARY FACUTES 161101 ARE TO BE REMOVED AS CALLED FOR ON THESE PLANS AND SPECIFICATIONS SHALL BE REMOVED BY THE GRADING CONTRACTOR WHEN DIRECTED BY THE ENGINEER. TI0 GRADING CONTRACTOR SHALL THEN RESTORE TIE SUBSEQUENTLY DISTURBED AREA IN ACCORDANCE 1111/4 THESE PLANS AND SPECIFICATIONS 9. IT I5 THE RESPONSBIUTY OF THE GRADING CONTRACTOR TO DISPOSE OFF -SITE ALL TREES. STUMPS BRUSH, OR OTHHER DEBRIS THAT EXISTS WINN THE CONSTRUCTION AREAS TREES TO REMAIN 41A11' BE DESIGNATED BY TIE ENGINEER. 10. THE GRADING CONTRACTOR SHALL SCHEDULE 1140 SOILS ENGINEER 50 THAT CERTIFICATION OF ALL CONTROLLED 0115 CAN BE FURNISHED TO THE OWNER DURING AND UPON COMPLETION OF 711E PROJECT. 11. DENSITY TESTS SMALL BE TAKEN TO EVALUATE THE COMPACTION MTMN THE STREETS. TRAVEL WAYS OR PARKING LOTS WITNN THE UPPER 3 FEET OF STREET SIB GRADE. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE PONT OVER 111E SOL'S STANDARD PROCTOR 0610669 MOISTURE CONTENT, ANO THAT COMPACTOR TO A MINIMUM OF 1002 OF STANDARD :PROCTOR DENSITY 80 PROVIDED. IN AREAS BELOW ME UPPER THREE FEET OF SUBCRAO OF THE STREETS. TRAVEL WAYS OR PARKING LOTS. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT YORE THAN THREE PERCENTAGE POINTS OVER THE SOIL'S STANDARD PROCTOR OPTIMUM 6O5TURE CONTENT. ARO THAT COMPACTION TO A MINIMUM OF 952 OF STANDARD PROCTOR DENSITY BE PROVIDED. THE GRADING TOLERANCE OCR THESE AREAS SHALL BE WITHIN 0.1'*. 12. LOT GRADING AND/OR THE PREPARATION OF BUILDING PADS SMALL BE CONSTRUCTED IN ACCORDANCE 21/4 THESE PLANS AND SPECIFICATIONS THE GRADING TOLERANCE SHALL BE 0.25'1. ALL EARTHWORK OPERATIONS SHALL BE PERFORMED IN ACCORDANCE WITH THE HUD -FHA DATA SHEET 79G *LAND DEVELOPMENT 42114 CONTROLLED EARTHWORK-, PROVIDING FOR A MINIMUM O 952 STANDARD DENSITY. OR AS OTHERWISE SPECIFIED BY THE GEE- TECHNICAL ENGINEER 13. BUILDING PADS 5X0780 ON EACH LOT ARE TYPICAL ONLY. THE DEPTH OF THE PAD FROM FRONT TO BACK SHALL 80 GRADED THROUGHOUT ME FULL MOTH or THE LOT OR AS NECESSARY TO ALLOW FOR CONSTRUCTION OF A BUILDING AT 700 MINIMUM 900 YARD SETBACKS (REFER 10 THE PLANS FOR SPECIFIC SETBACK DISTANCES.) IF UNSUITABLE SOIL CONOTONS ARE ENCOUNTERED WHIN A PROPOSED BUILDING PAD THAT CANNOT BE CORRECTED OR REMOVED, IT 75 THE RESPSONSIBIUTY OF 774E CONTRACTOR TO NOTIFY THE ENGINEER OF THE 005011ON5 AND TO LOCATE THE UNITS OF THE UNSUITABLE AREAS. 14. UNLESS OTHERM5E SPECIFICALLY NOTED. THE FOLLOWING SITE RE- VEGETATION TECHNIQUES SHALL BE IMP1EMENIEO. ALL DISTURBED AREAS, EXCEPT STREETS. SHALL BE COVERED WITH A MINIMUM O 6' TOPSOIL AND SHALL BE SEEDED W144 MnDOT 8500 MIX AT 100L85. /ACRE. SEEDED AREAS SHALL BE MULCHED MTH MnOOT TYPE 1 AT 2 TONS /ACRE AND DISC ANCHORED. SEEDING AND MULCHING SHALL BE COMPLETED WITHIN 2 WEEKS AFTER EARTH MOVING OPERATIONS ARE COMPLETED. ALL SLOPES MAT EXCEED 3(44):1(V) SHALL BE SEEDED WITH A WOOD FIBER BLANKET. FEROUZER SHALL BE 20 -0-10 OR EQUIVALENT AND APPLIED AT 400 POUNDS PER ACRE FERTILIZER IS TO BE INCORPORATED INTO THE TO 3 TO 4 5CHE5 BY DISCING OR SOME OTHER SUITABLE MEANS MIEN SEEDING AFTER NOVEMBER 1, OR 'MEN TEMPERATURES 00 NOT EXCEED 40 DEGREES FAHRENHEIT. THE CONTRACTOR SHALL DORMANT SEED ALONG ALL 015IURBED AREAS DORMANT SEED BED PREPARATION. SEEDING RATES. AND MULCH REQUIREMENTS SHALL BE THE SAME AS THOSE DESCRIBED IN THIS SECTION EXCEPT THAT 110 SEED !HALL BE PLACED ON 5NOW OR ICE WHICH IS GREATER THAN 2 D4CHES IN DEPTH. ANY SEEDED AREAS 'NIGH DO NOT BECOME ESTABLISHED SNAIL BE RE- SEEDED AT THE CONTRACTOR'S EXPENSE 15. IT IS THE RESPONSBUTY 00 THE CONTRACTOR TO KEEP PUBLIC STREETS. TRAVEL RATS. PARKING LOTS AND TRAILS FREE O DIRT AND OTHER DEBRIS WHICH RESULTS FROM SM0 GRADING CONSTRUCTION. SPECIFIC CRAOINC NOTES 1. THE EXISTING TOPOGRAPHY AND CONTOUR ELEVATIONS ON THE PLANS WERE PROVIDED BY 48605 R HILL NC THE DEGREE O ACCURACY OF THE EXISTING CONTOURS SHOWN ON THE PUN 5 EQUAL 10 * ONE HALF THE CONTOUR INTERVAL .. EROSION CONTROL NOTES TOPSOIL' ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF 6 INCHES OF TOP501L PLACED. FERTIUZER: APPLY 400 POUNDS PER ACRE OF 20 -0 -10 OR EOUIVALENT FERTUZER. INCORPORATE IT INTO THE TOP THREE (3) TO FOUR (4) INCHES OF SURFACE BY DISKING OR SOME OTHER SUITABLE MEANS SEEDING: SEED MIX SHALL BE MnDOT MIX NO. 50B. .. ALL SLOPES THAT EXCEED 3 :1 SHALL BE SEEDED WITH A WOOD FIBER BLANKET. MULCHING: STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF TWO TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT DISC. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN TWO (2) WEEKS OF THE COMPLETED GRADING OPERATION OR AT THE BEGINNING OF THE NEXT SEEDING PERIOD PER CONSTRUCTION SPECIFICATIONS GENERAL UTILITY CONSTRUCTION NOTES 1. SPECIFICATIONS; THE WORK SHALL BE DONE IN ACCORDANCE MTH TIE CITY OF LINO LAKES MINNESOTA. 2. FUS1N0 FAIT 411F5; IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY TO DETERMINE THE LOCATION OF ALL EXISTING 011UTIE5 BEFORE STARTING CONSTRUCTION. THIS INCLUDES, BUT 15 NOT UMITED TO SANITARY AND STORM SEWER. WATERMAN, NATURAL GAS ELECTRIC TELEPHONE AND CABLE TELE440N SERMCES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BETWEEN THE EXISTING UTILITIES AND THE PROPOSED CONSTRUCTION. THE ENGINEER IN COOPERATION WITH THE UTILITY COMPANIES. SHALL DETERMINE THE NECESSITY FOR ANY RELOCATION OF THESE MUTES. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FACIUTES 50 THAT THEY DILL CONTINUE TO FUNCTION IN THEIR PROPER MANNER BOTH DURING CONSTRUCTION AND IN THE FUTURE ANY SUPPORTING STRUCTURE THAT MAY BE REWIRED BECAUSE OF THE CONTRACTOR'S OPERATION SHALL BE PRONGED BY HIM. THE CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY CONDITIONS SUCH AS SAND IN MANHOLES OR VAUE BOXES EXIS0NG PRIOR TO THE CONTRACTOR'S EXCAVATION. ONCE EXCAVATION HAS COMMENCED. IT YALL BE ASSUMED THAT ALL DAMAGE TO UNDERGROUND UTIU1ES HAS BEEN CAUSED BY THE CONTRACTOR'S OPERATIONS AND IT WILL BE HIS RESPONSIBILITY TO MAKE THE NECESSARY REPAIRS 3. CONTRACTOR RFSPON9B1ITF0' THE CONTRACTOR SHALL MAKE HIS OWN ARRANGEMENTS FOR RECEIVING WATER FROM PUBUC OR PRIVATE SOURCES AND SECURE NECESSARY PERMITS AND PAY REGULAR CHARGES ALL CITY WATER SHALE BE METERED. DISPOSAL O ANY WASTE WATER OR ANY TEST WATER INTO THE 0TY SANITARY SEWER eye ILM IS SUBJECT ib CITY CHARGE CONTRACTORS ARE NOT TO OPERATE GARS VALVES OR HYDRANTS ON CITY WATER SUPPLY. THE 0TY ENGINEER A140 THE ENGINEER SHALL BE NOTIFIED 46 HOURS PRIOR TO COMMENCING WORK. CONTRACTORS SHALL BE SUBJECT TO SHUT DOWN IF PROPER NOTIFICATION IS NOT GIVEN TO THE ENGINEER. CITY STREETS THAT ARE UTILIZED FOR INGRESS TO OR EGRESS FROM THE CONSTRUCTION SITE SHALL BE KEPT FREE OF DIRT AND 0114ER DEBRIS RESULTING FROM SAID CONSTRUCTION. TIE CONTRACTOR SHALL 80 RESPON4BLE TO MAINTAIN A0E A QU TE STORM 0 DRAINAGE 80010 AND SIL10N O THE SITE IN ORDER T- PREVENT EROSION AND 4LEN6 OF PUSHED PL4 OFT -SITE AREAS THIS SHALL BE ACCOMPLISHED BY PLACEMENT OF HAY BALES OR FILTER FABRIC FENCE AROUND NSTR THE DRAINAGE INLETS AND OUTLETS , BY CONSTRUCTION 0 DITCHES. BERMS. DEBRIS BASINS FILTER FABRIC FENCING AND 8Y ANY OTHER ENGINEER. UITE 560700601 AS 1100 O T 8 THE 189 081 UNLESS FORM CALLY CALLED OUT 01 A BID I1E ON THE BID FORM, ANY TEMPORARY q7 NECESSARY ARY TO COIN BALES AND FILTER FABRIC FENCE CONTRACTOR'S TO EXPENSE. USN THIS SHALL BE AT THE CONTRACTOR'S EXPENSE. IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO PROTECT AND LEAVE UNDISTURBED 71405E MARKERS OR MONUMENTS SET FOR THE %BOIVASION OF LANG. IT SHALL BE THE RESPON5BLITY OF THE CONTRACTOR TO U11UZE THE 'GOPHER STATE ONE CALL' EXCAVATOR NOTICE SYSTEM AS REQUIRED UNDER MINNESOTA STATUTE CHAPTER 2160, 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION (PHONE 651 -454 -0002 IN THE TARN OYES METRO AREA OR TOLL FREE 1_800 -252- 1166). 4. 006/1•0009 DENSITY TESTS SHALL BE TAKEN ON ALL TRENDIES TO EVALUATE THE COMPACTOR ACHIEVED DURING UTIUTY CONSTRUCTION. AND TO EVALUATE 114E COMPACTION WITHIN THE STREET CROSS SECnON. WITHIN THE UPPER 3 FEET OF STREET 5586080E 144E CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN ONE PERCENTAGE POINT OVER THE SOIL'S STANDARD PROCTOR 050649 MOISTURE CONTENT. NO THAT COMPACTION TO A MINIMUM OF 1002 OF STANDARD PROCTOR OENSTY (AA5HT0 T -99) BE PROVIDED. WITHIN UTIUTY TRENCHES IN OPEN SPACE AREAS AND AREAS BELOW THE UPPER 3 FEET O STREET SUBGRADE. THE CONTRACTOR SHALL INSURE THAT ALL SOILS BE NOT MORE THAN THREE PERCENTAGE POINTS OVER THE 501L'5 STANDARD PROCTOR OP5LIUM MOISTURE CONTENT. AND THAT COMPACTION TO A 49NIMUM OF 952 O STANDARD PROCTOR DEN51Y BE PROVIDED. THE SURFACE OF ALL UTIUTY TRENCHES SHALL BE FINISHED GRADED TO THE ELEVATORS AS STAKED 8Y THE ENGINEER TO WITHIN A TOLERANCE OF 33' IN OPEN SPACE AREAS AND *0.1' WITHIN STREET RIGHT 04 WAYS THE DENSITY WILL BE TESTED BY AN APPROVED TESTING LABORATORY. AN APPROVED TESTING METHOD WHICH UTUZES A NUCLEAR DENSITY METER MAY BE USED FOR THE DENSITY TESTS. THE LOCATION 00 THE TESTS WILL BE AT THE DIRECTION 00 THE ENGINEER. THE ONNE9 SRN t BEAR AIL COSTS 07 THE TESTING, ANY AREAS WHICH FAIT TO MEET THE COMPACTION REQUIREMENTS OUP INFO IN TWIG 54071044 514AIL RE CORRECTED AT THE CONTRACTOR'S EXPENSE ALL COSTS FOR ANY RE-TESTING ASSOCIA1Fn WITH ANT CORRECTIVE WORK SNAIL BE AT THEFXPENSF OF THE CONTRACTO5, 3. REMOVAL O ALL EXISTING WATER AND SEWER SERVICES TO BE COORDINATED WITH THE GENERAL CONTRACTOR. INSTALLATION O ALL PROPOSED WATER AND SEWER SERVICES TO BE COORDINATED WITH THE GENERAL CONT9ACTOR 6. ALL WATERNAIN TO BE INSTALLED WITH 7.5' MINIMUM COVER. NOTE: 1. THERE SHALL BE NO SLOPES STEEPER THAN 3:1 SETBACKS REAR OF BUILDING - FRONT OF BUILDING TO CURB - MINIMUM DISTANCE BETWEEN BUILDINGS- MINIMUM DECK SETBACK- 20' 20' 2.) TRH CORNER OF HIGHLAND DRIVE & 20' ARLO LANE. ELEV. w 918.17 10' $ENCHMARK(S' PROP0505 CONTOUR PROPERTY UNE SURFACE ORA/NAGE - ��� r 16885 GRADE 0.E1•R9N 920.5 LOWEST I'LOOR ELEV. LF 920.5 (Ir SPECFIED) RWO LOT NUMBER SUGGESTED GARAGE SIDE AiN oT AVIE 909 0EN1ERUNE 28.5 IECOMSRNOFO 90017E 7565 926.50 NN:5HE0 E GRADE 1 3+00 100'S STATKN TYPICAL LOT T1P-4rG1e pi• • • ID . EEl l.. DEPTH � 'I • 4L NO 01'4 MINIMUM .es 6' MINIMUM E 2' WASHED ROCK 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CONSTRUCTION ENTRANCE NAY BAR'S PPM TO ENO /Pack Loos* Straw SPACING FOR ALL DITCH BLOCKS: DITCH GRADE SPACING (2) (FT) 2 100 4 75 6 50 8 40 40 25 10+ 25 1.) TNH ACROSS STREET 409OM 665 ARLO LANE, ELEV. - 914.76 2.) TNH CORNER OF HIGHLAND TRAIL & MARILYN DRIVE. ELEV. a 914.06 PROPOSED BUILDING 511E Van X2' Wood Stoke per Bole Point PLAN VIEW PLAN VIEW Point `les placed on edge and .`. d butted tight NOTE: Point '4' sholl be higher than pant 'B'. 2X2' wood stake r reinforcing bars 2 per bale. Graded Earth Bales to be placed l /-Y 4' deep trench DITCH BLOCKING 8.111.111110 215901 ME 6• TOPSOIL 1MSI100 OVAIND COMM AON -56ECT *ba1LL meow. SUOWME i[W0L COTTON OF 0040010 IE MATERIAL 110 94 mum B• 5083 040NTIA . MICR M PLAMA:NT 84 IOEOT MA1DerL) BUILDING SITE & STREET SUB -GRADE CORRECTION DETAIL -SEE STREET SECTION VARIES MAPCO CRAM 840050 ""'F 50' PAO ELEV. 10' n_$ L SPLIT ENTRY SECTION (SE) �SRE 51501 490191 vAaNc INSIPID at CANA. ON. PAO DV.. RaA Pa DL' (609051 ROOA 61A4.1 SPLIT ENTRY WALKOUT SECTION (SEWO) SE 50400 wlnrwtn lr �.rrwKp MAW /MAIM W 4181 4406 At : �.R war ami noon wea ,RNA w Ar em. a�wno. Eq "NW 46 _ M02P MINK DRV.nP, AN non 81x84 LaLe em mare. PmwP RiN:lw n ar AVOW Km m ...Pi am N.DAN WPM MDR D'41 eyanaH a°a'P.ero,R"..°"r.Paa wva farVanan RV'" • v wt Hv. m atvAVa. e ASPK neiw 8400,0 x081 081 r Mi PKwN nv > NanG RECOMMENDED HOUSE TYPES 1 slope 34 ".er ft 12' 12" 1/2'r D -412 CURB & GUTTER S' METAL OR 2N21100D FENCE :POST $40 .440404 II 1 4'1111114, AVM' 1 0111 GEOTEXOLE TO OVERLAP THROUGH TRE6081 NOTE : -SILT FENCE SHALL CONFORM TD MNOO 3886, TYPE B. - FENCING SHALL BE PLACED ALONG CONTOURS OR AS DIRECTED BY ENGINEER. SILT FENCE TWO 2' X 2' WOOD STAKES OR 6E11E000NC BARS IN EACH BALE AND IMBEDDED IN THE GROUND 10' MINIMUM STORM SEWER CATCHBASIN SILT FENCE INSTALLED AS PER DETAIL HAYBALE BARRIERS WITH SILT FENCE R/W LOT BENCHING DETAIL 1••'•41 NO SCALE FLARED END SECTION WITH 'RIP RAP 60' - 4' TOPSOIL 4' CROWN �.. SLOPE YARNS D412 CONC. CURB & GUTTER -1.5' -2350 TYPE LV 4 BIT. WEARING COURSE - TACK COAT - -2' -2350 TYPE LV 2 OR 3 817. NON- WEARING COURSE -6' AGGREGATE BASE, CL 5 (PLACED ON APPROVED SUBGRADE) TYPICAL PRIVATE DRIVE SECTION DRAWN BY RWD DATE 1/12/2004 REVISIONS CAD FILE 213810 PROJECT N0. 21381 FILE NO. 2 -03 -039 SHEET 7 OF 7 INN 0.3 0.3 0.6 0.9 1.2 Miles Parcels HME 2nd ADD Location MLCCS 11% to 25% impervious cover with deciduous trees Boxelder - green ash disturbed native forest Long grasses on upland soils Non-native dominated long grasses with 4-10% impervious cover Palustrine open water Short grasses with 26-50% impervious cover Rareecopts_update1.shp Linolakesrarespecies.shp Attachment 9 • Highland Meadows East 2nd Addition Minnesota Land Cover Classification