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6.3. PCSR 04-28-2020Request for Action Cty Elk — River To Item Number Planning Commission 6.3 Agenda Section TMeeting Date Prepared by Public Hearings Aril 28, 2020 Zack Carlton, Planning Manager Item Description Reviewed by Phoenix Enterprises— Oudot A Eagles Marsh Third Chris Leeseberg, Senior Planner Reviewed by Addition ■ Preliminary Plat for Eagles Marsh Fourth Addition, Case No. P 20-08 Action Requested Recommend, by motion, approval of the Preliminary Plat for Eagles Marsh Fourth Addition, with the following conditions: 1. Pedestrian ramps must meet current ADA standards, including landings and truncated domes. 2. Access to 17760 Lincoln Street must be maintained during construction. 3. Staff approval of all site, engineering, and utility plans. 4. Sidewalks should be added to the south side of Lincoln Street and extended to the intersection with Johnson Street. 5. All homes are required to have two trees in the front yard per ordinance. 6. All mailboxes shall be clustered. Hwy 10 Background/Discussion The plat of Eagles Marsh was first approved on August 20, 2001, and included 39 single-family lots and a lot for a municipal water tower. An update was approved on July 17, 2017, and to date, 29 single-family lots have been final platted along with the water tower parcel. Approval of the preliminary plat is required as a final plat has not been recorded since 2017. The only changes from the original plat are associated with standards that have changed since 2001. RR CR 33 3 CR 12 • �a 6y Comprehensive Plan Figure I The Comprehensive Plan guides this area for urban residential uses where homes will be connected to city services. The proposal meets all requirements of the plan. Site Plan The plat includes 10 new single-family lots, which are the final 10 lots in the subdivision. All of the parcels are within the city's Shoreland Management Zone, requiring a minimum lot size of 20,000 square feet and 125 feet in width. The plat also includes the right-of-way for Lincoln Street NW, which will P a w E R E U 6 Y NaA f RE] intersect Johnson Street. The segment of Lincoln Street left to be constructed will be divided, with all homes on the street having right-in/out access only. Due to the topography of the site the split road has been proposed to minimize grading and create more useable parcels. All of the parcels meet the minimum design standards described in the city code. Sidewalks are shown on the north side of Lincoln Street, but there is an existing sidewalk on the south side of Lincoln Street. Staff has included a condition to extend both sidewalks to the intersection with Johnson Street. The applicant is also proposing to Final Plat the remaining 10 lots. Engineering and Utilities The grading and utility plans are generally consistent with the plans from the original subdivision in 2001. Much of the site has been rough graded, and minimal work will be needed to prepare the current addition for construction. Public utilities have been installed beneath Lincoln Street, and the stubs are in place. All homes will be connected to city services. Parks Park dedication was satisfied with the dedication of Outlot B, Eagles Marsh Second Addition, and additional land or cash dedications are not required. Preliminary Plat City ordinance section 30-375 outlines the required findings for approval of a Preliminary Plat. 7. The proposed subdivision is consistent with the honing regulations (article VI of this chapter) and conforms in all respects n ith all requirements of this Code, including the honing regulations and this article. The proposed subdivision is consistent with all zoning regulations, including the additional design standards required for lots within the shore land management district. 2. The proposed subdivision is consistent nvith all applicable general and speciali.Zed city, county, and regional plans, including but not limited to, the city's comprebensive development plan. The subdivision is consistent with all applicable plans. 3. The physical characteristics of the site, including but not limited to topography, soils, vegetation, susceptibility to erosion and siltation, susceptibility to flooding, and drainage are suitable for the type and density of development and uses contemplated. Specific concerns related to topography and density have been addressed through the design process. Some of the changes include the larger lots due to proximity to Kliever Marsh, and the divided roadway to reduce grading needs. The site is suited for the proposed development. 4. The proposed subdivision makes adequate provision for mater supply, storm drainage, senrage transportation, erosion control and all other services, facilities and improvements othernvise required in this article. The subdivision includes public utilities and stormwater infrastructure to meet city requirements. Additional permits required to comply with erosion control standards are a requirement of city ordinances and must be reviewed and approved separately. 5. The proposed subdivision will not cause substantial environmental damage. The subdivision will not cause substantial environmental damage. The increased design standards for parcels near natural environmental features ensure substantial damage will not occur. 6. The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision does not conflict with easements of record. 7. The proposed subdivision mill not have an undue and adverse impact on the reasonable development of neighboring land. This will be one of the last subdivisions in the area, and will not impact reasonable development of neighboring land. 8. The proposed subdivision is not premature. A subdivision is premature if any of the following exists: a. Lack of adequate stormwater drainage. b. Lack of adequate roads. C. Lack of adequate sanitary sewer systems. d. Lack of adequate off site public improvements or support systems. The subdivision is not premature as the above conditions have been provided for. In reviewing the standards for approval of a preliminary plat, the proposed project meets the standards, and is recommended for approval. Financial Impact None City Council With a recommendation from the Commission, the City Council will review this application on May 18, 2020. Attachments ■ Location Map ■ Preliminary Plat dated March 18, 2020 ■ Construction Plans dated March 18, 2020 ■ Final Plat dated March 18, 2020 �, .w Eacylc� -Marsh Fourth Addition Prehin 8,- Fiiial Plait. :i ■fir 75 23 R, 4,.P r rf lip 75-14230 1 523254 arks r I -. Case No- P 20-0 _ PO- .iver �.� � F — � .. " e'` _�- � � y! � �°+.'5 •tit �, .w Eacylc� -Marsh Fourth Addition Prehin 8,- Fiiial Plait. :i ■fir 75 23 R, 4,.P r rf lip 75-14230 1 523254 arks r I -. Case No- P 20-0 _ PO- .iver .f....o... III t 1FEE SF1 A 4'. /�D669 c9�Ft. m / 2L56a5'iy��'Yj,i �'En A E% R„,�._%moi _ 0.159 ..Ft. -0.46 A . /� i h//4O\\�\\ __� y����✓✓. W /moi �i�.�� �.. s <� F it DO �=0� "Y/ �✓ f / l¢w iT� 2D�6�Sq.Ft.i'`T ��� �� •,' -' r. � ',�%mss'-�i�=1� )-=- Z RRLSE LEGEND TH DENOTES GATE VALVE = DENOTESFOUND IRON MONUMENT AP DENOTES HYDRANT E - DENOTES WATER LINE - - DENOTES SURFACE CONTOUR (NFT. INTERVAL) ® = DENOTES WATER SERVICE 9B� - DENOTES SIGN DENOTES ® �= ANITARY DENOTES CONCRETE SURFACE OO - DENOTES SSEWER MANHOLE - = DENOTES SANITARY SEWER LINE ® - DENOTES CATCHRASIN ❑= DENOTES BITUMINOUS SURFACE SEWERDENOTES STORM M = DENOTES ELECTRIC TRANSFORMER 6 = DENOTES LIGHT DOLS - - = DENOTES OVERHEADELECTRIC �o - DENOTES TELEPHONE PEDESTAL (NOT TO SCALE) �ee o m ^^ ins DlaLotl°ne<�re DESCRIPTON OF PROPERTY TO BE PLPTTED: (PID N0. ]5-857-0010) Dutlot A. EAGLES NPRSH THIRD NDOITION, SH —P. County, mm ...to. RDo1. y Mrn`fca th.t on occurotc one current Ltic aevca moy Uvclme. `m" p eeergreun1 u an eePletee Pr prerleua 11 "o eut9^Ee mtL(G5 lbthDy)Y e. °L phl, ASCE 38-2. a/Rma xne9zDt9c D p ,Ln 9,—g me�Dne.x lbe�l lh 21Dm.1s neP ro y^ e. ;f;l ld bi 1% 2131b .. wem, y n x. p ."._,pix ild m DDG y SEll R,EAGLES N.RGHR—D NmLH.oa .—.r a E.G EG N a��Da,D .DMITDN. GLr..L Nx x.or LN. Ro da ea o.e9 11D^LrpP^n°01D0 No., AWKw°,., N°°.o'I£owlN A a`tD° g.>• �I rpt E-1/—OP111: 11.111,°w';,,F. ( A')`"1 NePs=310 A- NI—H-, I—H-, Aa53T A,-RNiS 1 eeA3 VICINITY MAP SRC.I, T.W. RES NCT�r�_ DATE I REVISION here De.Hlly tNet t11—,plena r.p.N xe. pr.�r.e il— L.eP"'e"°'ry" "" theth. —Yt"` MRUM RIVER EAGLES MARSH FOURTH ADDITION PRELIMINIARY PLATs;eea _ �L— M MW LAND SURVRYORSe,s PHOENIX ENTERPRISES, LLC CITY OF ELK RIVER, MINNESOTAvxcP Dote DP EAGLES MARSH FOURTH ADDITION SITE DEVELOPMENT PLANS FOR PHOENIX ENTERPRISES, LLC IN THE CITY OF ELK RIVER RUM RIVER (�S LAND SURVEYORS & ENGINEERS o.(763) 3O9-4476 e' -.x n 1531, ram (763) 631-0376 THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FORTHE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA." DEVELOPER/OWNER PHOENIX ENTERPRISES, LLC 19230 EVANS STREET SUITE 115 ELK RIVER, MN 55330 RICK FOSTER ENGINEER/SURVEYOR RUM RIVER LAND SURVEYORS AND ENGINEERS P.O. BOX 1044 PRINCETON, MN 55371 CRAIG J. JOCHUM, P.E. BRIAN PERSON, P.L.S. 763-42]-5860 763-427-0520 (FAX) SHERBURNE COUNTY, MINNESOTA BENCHMARKS: 1� TNH AT INTERSECTION OF LINCOLN STREET AND 178TH AVENUE. ELEV-921.59 (2 TNH AT INTERSECTION OF LINCOLN STREET AND JOHNSON STREET. ELEV-943.45 GOVERNING SPECIFICATIONS THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ELK RIVER STANDARD SPECIFICATIONS AND THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION". IF THERE IS A DISCREPANCY BETWEEN THE TWO SPECIFICATIONS, THE ELK RIVER STANDARD SPECIFICATIONS SHALL GOVERN. ALL FEDERAL, STATE AND LOCAL LAWS, REGULATIONS, AND ORDINANCES SHALL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. ALL TRAFFIC CONTROL DEVICES AND SIGNING SHALL CONFORM TO THE LATEST EDITION OF THE MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. INCLUDING THE LATEST FIELD MANUAL FOR TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS. I hereby certha lily tt this plan, sPe Ticotio n, a report w s prepared Ly m under Ty direct supervision and that a a duly Licensed Pro io nal En in er untler the laws of the State of Minnesota. 23461 DATE 3/18/20 CRAIG S J. J0 H J,eP.E. LIC. NO. RUM RIVER N SURVEYORS AND ENGINEERS DESIGN ENGINEER JUSTIN FEMRITE, P.E. CITY ENGINEER DATE SHEET 1 OF 10SHEET 1 OF 10 SHEETS SHEETINDEX THIS PIAN CONTAINS 13 SHEETS SHEET NO. DESCRIPTION 1 TITLE SHEET 2 CONSTRUCTION NOTES AND TABULATIONS 3 DETAILS 4 CITY STANDARD PLATES 5 GRADING. DRAINAGE AND EROSION CONTROL PLAN 6STREET PROFILE ALIGNMENT INDEX 7-8 CONSTRUCTION PLAN—LINCOLN STREET—NORTHBOUND 9 CONSTRUCTION PLAN—LINCOLN STREET—SOUTHBOUND 10C xi _X3 INSTRUCTION PL4N—LINCOLN STREET—MERGE CROSS SECTIONS I hereby certha lily tt this plan, sPe Ticotio n, a report w s prepared Ly m under Ty direct supervision and that a a duly Licensed Pro io nal En in er untler the laws of the State of Minnesota. 23461 DATE 3/18/20 CRAIG S J. J0 H J,eP.E. LIC. NO. RUM RIVER N SURVEYORS AND ENGINEERS DESIGN ENGINEER JUSTIN FEMRITE, P.E. CITY ENGINEER DATE SHEET 1 OF 10SHEET 1 OF 10 SHEETS GENERAL CONSTRUCTION AND SOILS NOTES: 1. TOP OF THE GRADING SUBGRADE IS DEFINED AS THE BOTTOMOF THE CLASS 5 AGGREGATE BASE OR PAD ELEVATION. ALL UNSTABLE MATERIAL SUCH AS TOPSOIL, SILTS, ORGANIC MATERIALS, MUCK, ETC. ENCOUNTERED DURING EXCAVATION SHALL BE REMOVED. 2. STRIP AND REUSE ALL INPLACE TOPSOIL IN PERVIOUS AREAS DISTURBED BY CONSTRUCTION. 3. STREET AND LOT FILL SHALL BE CONSTRUCTED WITH ENGINEERED FILL. ALL EXCAVATION, SOIL CORRECTIONS AND FILL SHALL BE CONSTRUCTED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER. ENGINEEREDFILL FOR THIS PROJECT SHALL CONSIST OF ALL SOILS ENCOUNTERED WITH THE EXCEPTION OF TOPSOIL, SILT, DEBRIS, ORGANIC MATERIAL AND OTHER UNSTABLE MATERIAL. THE MATERIAL SHALL HAVEA CLASSIFICATION OF SP, SM OR SP—SM (USCS CLASSIFICATIONS) AND MEET ALL CITY REQUIREMENTS. 4. SAW CUT AND MILL WHEN PLACING NEW PAVEMENT ADJACENT TO INPLACE PAVEMENT AND AT TERMINI OF CONSTRUCTION TO ENSURE A UNIFORM JOINT. 5. BITUMINOUS AND CONCRETE ITEMS DISTURBED BY CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANOSHALL BE DISPOSED OF IN ACCORDANCE WITH MN/DOT SPEC. 2104. 6. USE TACK COAT BETWEEN ALL BITUMINOUS MIXTURES. THE BITUMINOUS TACK COAT MATERIAL SHALL BE APPLIED AT A UNIFORM RATE OF 0.04 GAL/SY TO 0.06 GAL/SY. THE APPLICATION RATES ARE FOR UNDILUTED EMULSIONS. 7. PERFORMANCE GRADED (PG) ASPHALT BINDER PG 58H-34, SPEC. 3151, SHALL BE USED FOR ALL BITUMINOUS MIXES ON THIS PROJECT. 8. THE BITUMINOUS MIXTURES SHALL MEET THE REQUIREMENTS OF SPECIFICATIONS 2360 AND 3139. 9. IF NECESSARY, THE UTILITY COMPANIES WILL RELOCATE THEIR FACILITIES CONCURRENTLY WITH THE CONSTRUCTION OPERATIONS. CONTRACTOR SHALL SCHEDULE CONSTRUCTION IN COOPERATION WITH UTILITY RELOCATION. 10. EROSION CONTROL SHALL CONFORM TO THE MN/DOT EROSION CONTROL HANDBOOK. 11. UTILITIES, INCLUDING SANITARY SEWER, WATERMAIN AND STORM SEWER, ALONG LINCOLN STREET WERE PREVIOUSLY CONSTRUCTED PER THE STREET AND UTILITY IMPROVEMENT PLANS PREPARED BY BDM CONSULTING ENGINEERS DATED MARCH 17, 2006 AND AS—BUILT JANUARY 27, 2008. LINCOLN STREET NORTHBOUND AND SOUTHBOUND WERE CONSTRUCTED TO POINTS SHOWN ON PLANS, APPROXIMATELY 150 FEET AND 340 FEET SOUTHEAST OF 17BTH AVENUE. CONTINUATION OF LINCOLN STREET IS SHOWN IN CONFORMANCE WITH SAID STREET AND UTILITY IMPROVEMENT PLANS AND NO REVISION TO SAID IS PLANS IS INTENDED. GENERAL CONTROL NOTES: 1. THE SITE IS COVERED UNDER AN ACTIVE MPCA CONSTRUCTION STORMWATER GENERAL PERMIT (PERMIT ID NUMBER: C00047806). A CSW TRANSFER FORM SHALL BE COMPLETED AND EMAILED TO THE MPGA PRIOR TO COMPLETING ANY WORK ON SITE. 2. THE CONTRACTOR SHALL INSTALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) PRIOR TO GRADING AND REMOVAL ACTIVITIES. BMP'S SHALL BE MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES AND POTENTIAL FOR EROSION HAS PASSED. 3. THE CONTRACTOR SHALL SCHEDULE HIS OPERATION TO MINIMIZE THE AMOUNT OF DISTURBED AREA AT ANY GIVEN TIME. 4. BMP'S SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND DOCUMENTED IN THE SWEEP INSPECTION LOG. SWEEP SHALL BE PROVIDED TO THE CITY. 5. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS APPROVED BY THE ENGINEER. 5. THE CONTRACTOR SHALL FILE NOTICE OF TERMINATION (NOT) WITH THE MPCA WHEN FINAL STABILIZATION IS APPROVED BY THE ENGINEER. DATE REVISION yrL e^CSe mo .E, ^Pe VS a'„o' TAE CONSTRUCTION NOTES SHEET omP,d „ s ,. "" 1„„aw= RUM RIVER EAGLES MARSH AND TABULATIONS Mss cnvnsoxvaYoxseeres FOURTH ADDITION y Da}e 3/18 /20 RA J HUM. 23461 CITY OF ELK RIVER, MINNESOTA CJJ P-9136 19 MATCH GRADE R.O.W. 8'1 10' 10' SOUTHBOUND 8618 PROFILECONCRETE GRADE CURB AND GUTTER N4 Nx SURMOUNTABLE - CONCRETE CURB AND GUTTER(j) 1.5" SP 9.5 WEARING COURSE MIXTURE (SPNW8230C) MIXTURE (SPWEA240C) 8" CLASS 5 AGGREGATE BASE BITUMINOUS MATERIAL FOR TACK COAT APPROVED SUBGRADE 2.5"SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE ' 1 TYPICAL STREET SECTION 3 CENTERLINE STATIONS 4+15 TO 8+25 R.O.W. 10' 10' 8' CON NTHBOUND CONCRETE PROORFILE CURB AND GRADE 2.00% GUTTER 0 I 2.00% 1 I I i 1 2' ISAWC II BITUMINOUS PAVEMENT MILL BITUMINOUS EXISTING PAVEMENT (1.5") PROPOSED STREET STREET SECTION PER SECTION BITUMINOUS WEAR COURSE 3 PAVEMENT BITUMINOUS MILLING DETAIL 3 R.O.W. VARIES R.O.W. 10' 10' 6' 8618 NORTHBOUND 2' CONCRETE PROFILE �2 CURB AND GRADE 2.00% GUT TER 2.00% MPx a " RES MAk 8" CLASS 5 AGGREGATE BASE �6.. 6" CONCRETE WALK APPROVED SUBGRADE 4" CLASS 5 AGGREGATE BASE 9.5 WEARING COURSE —I I— 6 —I MIXTURE (S PWEA240C) SURMOUNTABLE 6" BITUMINOUS MATERIAL FOR TACK COAT SURMOUNTABLE CONCRETE CURB 2.5" SP 12.5 NON WEARING COURSE AND GUTTER 1� 1.5" SP 9.5 WEARING COURSE MIXTURE (SPNW8230C) MIXTURE (SPWEA240C) 8" CLASS 5 AGGREGATE BASE BITUMINOUS MATERIAL FOR TACK COAT APPROVED SUBGRADE 2.5"SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE ' 1 TYPICAL STREET SECTION 3 CENTERLINE STATIONS 4+15 TO 8+25 R.O.W. 10' 10' 8' CON NTHBOUND CONCRETE PROORFILE CURB AND GRADE 2.00% GUTTER 0 I 2.00% 1 I I i 1 2' ISAWC II BITUMINOUS PAVEMENT MILL BITUMINOUS EXISTING PAVEMENT (1.5") PROPOSED STREET STREET SECTION PER SECTION BITUMINOUS WEAR COURSE 3 PAVEMENT BITUMINOUS MILLING DETAIL 3 R.O.W. VARIES CL VARIES VARIES VARIES 6' R.O.W. 1.5" SP 9.5 WEARING COURSE 4" CLASS 5 AGGREGATE BASE 2' MIXTURE (SPWEA240C) MERGE BITUMINOUS MATERIAL FOR TACK COAT PROFILE 2.00% 2.5" SP 12.5 NON WEARING COURSE GRADE MPx Y 4.00% VARIES VARIES A:1 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 4k O —I I— 6 —I O SURMOUNTABLE I— 6" CONCRETE WALK CONCRETE CURB & GUTTER (TYP.)(1 2 TYPICAL STREET SECTION 4" CLASS 5 AGGREGATE BASE FILTER ASSEMBLY 1.5" SP 9.5 WEARING COURSE MANHOLE COVER » ASSEMBLY MIXTURE (SPWEA240C) BITUMINOUS MATERIAL FOR TACK COAT 2.5" SP 12.5 NON WEARING COURSE MIXTURE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE 3 TYPICAL STREET SECTION 0 3 CENTERLINE STATIONS 2+98 TO 4+15 MANHOLE ISOMETRIC VIEW IN-PLACE ELEVATION VIEW REFERENCE NOTES: STORM DRAIN INLET PROTECTION O CONSTRUCT CURB PER CITY STANDARD PLATE No. 2000. CONSTRUCT 8618 CONCRETE CURB AND GUTTER AT CATCH BASINS PER CITY 3 STANDARD PLATE NO. 2005. 02 TIP OUT GUTTER AT 2.00%. DATE REVISIONcnNnsvx .. „ s °'" °"" °"°�nE .M - RUM RIVER EAGLES MARSH ��a�oSs DETAILS SHEET Mvaxoxseercummes FOURTH ADDITION Da}e 3/18/20RA J HUM. uo.NP.E. ro : F �D o. 23461 cL.l CITY OF ELK RIVER, MINNESOTA IL6" CONCRETE WALK 1.5" SP 9.5 WEARING COURSE 4" CLASS 5 AGGREGATE BASE MIXTURE (SPWEA240C) BITUMINOUS MATERIAL FOR TACK COAT SURMOUNTABLE 2.5" SP 12.5 NON WEARING COURSE CONCRETE CURB AND GUTTER 1� MIXTURE (SPNWB230C) 8" CLASS 5 AGGREGATE BASE APPROVED SUBGRADE O O POLYESTER SLEEVE FILTER POLYESTER 2 TYPICAL STREET SECTION ASSEMBLY SLEEVE FILTER ASSEMBLY 3 CENTERLINE STATIONS 8+25 TO 10+44 MANHOLE COVER S MANHOLE COVER » ASSEMBLY MANHOLE ISOMETRIC VIEW IN-PLACE ELEVATION VIEW REFERENCE NOTES: STORM DRAIN INLET PROTECTION O CONSTRUCT CURB PER CITY STANDARD PLATE No. 2000. CONSTRUCT 8618 CONCRETE CURB AND GUTTER AT CATCH BASINS PER CITY 3 STANDARD PLATE NO. 2005. 02 TIP OUT GUTTER AT 2.00%. DATE REVISIONcnNnsvx .. „ s °'" °"" °"°�nE .M - RUM RIVER EAGLES MARSH ��a�oSs DETAILS SHEET Mvaxoxseercummes FOURTH ADDITION Da}e 3/18/20RA J HUM. uo.NP.E. ro : F �D o. 23461 cL.l CITY OF ELK RIVER, MINNESOTA sTAIMP LocnnoN �\ �ERNCE TRANS. TO FRAME,B�R B618 CURB AND GUTTER GRELTON OF FLOW .:,N 330AHCROR EM1AL SET PI NN PRCEIE -NO. 4 e uNSIGc"aoE�R 0'-0' NT E T 1111I UNE *WHER BASE ERSELY, FE CI FRAME wu HERESULTS TRANS SECTION A C _ I e No -A „" FRONT TOP EDGE OF FRAME FRONT TOP EOCE OF c.. . 01/2'• 28" SURMOUNTABLE CONCRETE CURB AND GUTTER a RADIDS ,/r RAOIUF SERNCE STAMP LDCATON 1/2° RADUS 3 RADIUS� 3' r _ 5 OPE 3/4 PER FTS a % { a 8618 CONCRETE CURB AND CUTTER 3/200 1 SURMOUNTABLE AND B618 "o. ../. CONCRETE CURB AND GUTTER 2000 DEFIECTR PLATE OVIRFLOW 1 - CENTER OF FILTER ASSEMBLY OVERFLOW 2 - TOP OF CURB BOX 10' FILTER ASSMEBLT ti eA� WTMC0 MODEL{ CO 3061 HIGH ROW FABRIC OR EQUAL REV: 3/2006 CATCH BASIN INLET PROTECTION 72 0' ver 2511 Al3—-NO. 4 BAs A L _ LBEGIN TRANS. TO FRAME,B�R B618 CURB AND GUTTER GRELTON OF FLOW .:,N 330AHCROR EM1AL SET PI NN PRCEIE -NO. 4 e uNSIGc"aoE�R 0'-0' NT E T ©= CUTTER FLOW UNE *WHER BASE ERSELY, FE CI FRAME wu HERESULTS TRANS SECTION A C _ I e No -A „" FRONT TOP EDGE OF FRAME FRONT TOP EOCE OF c.. . ExP JO NT E%P. JOINT SECTION C PLAIN L cRR[ ELEVATION L of IONTE 6 1 1 � ,,.. RMEETING CORPS OF ENGINEER - 21 REg11RED 6 FEE SPECIFC11 SET'AREAIGNS, AL SOUND RI �3AD %9C STAR BETNEEN SECTION BrHBz" _LE conr REI: 2/2D,7 CATCH BASIN FRAME PLACEMENT SURMOUNTABLE CURB AND CUTTER TAIIARI NO' E "E_ 2005 RE MPOSTRSPACING SEETNOIE^e��1 EOTE%TlE A=GE MR WITH TAMP DENCH. NATERAL SOL INATERAL RUNrCaE FtOw MINI NOTE: SET FENCE DETAIL 1 SPA AT R LESS ANDTDRSVEN AT LEASTE2 INTO TIE GROUALE NO 2. SILT CONSTRUCTEDSAN W OUT SUPPORT FENCES POST STALL SPACED AT 4 OR S D DRIVEN AT LEAST 3' INTO THE GROUND BE N 2DDl STANDARD SILT FENCE No. 2009 NDP G'RA f QJOJ�S Pc tO MANM AOATM Xi 6 MIN. 11/2 TO 2 WASHED ROCK NOTE: R111 ENTRANCE "Elll WITH GE (MIN GTO PASS INTAL NSPEUTONFTER BACKFILL IN 1/2001 REEK CONSTRUCTION ENTRANCE BUILDING PERMIT Riv r 2015 o ,N, S;l Li- d m° `I,gim a ""''° _ �TAE RUM RIVER EAGLES MARSH CITY STANDARD PLATES "I"o:==r�a o� a a MW CC - Mss cnNnsvxvexoxseerrcuNemes FOURTH ADDITION Da }D 3/18/2ORA J HUM. uCP..E. No. 2aas1 N�TN.TocL.T CITY OF ELK RIVER, MINNESOTA AY- / ---- —_ ---- - -- s3s�0 D 11V1111 //�'�oV��/ �- �_ �� % Y� .AoN VA V I I 1 1 I / V� ) . A �.1� _� _- I I I ✓ I Ac a' 1 2 � y�x yy N) ,A / A V1111 1IT ------------ AD DATE REVISION ED s ""�nE RUM RIVER EAGLES MARSH GRADING, DRAINAGE AND SET enSe° m° .E°, P°V mF. eu�nsvxvaxoxseerrER' EROSION CONTROL PLAN OF FOURTH ADDITION Hp lTta T9�RA HUM•, P.E. �3ae1 p1�m��j ," CITY OF ELK RIVER, MINNESOTA S e s LEGEND GENERAL NOTES: EXISTING CONTOUR xaa- 1. HOUSE TYPES AND ELEVATIONS SHOWN ARE BASED ON THE EXISTING STORM SEWER APPROVED GRADING PLAN FOR EAGLES MARSH END ADDITION. DRAINAGE AND UTILITY EASEMENT 2. ALL DISTURBED PERVIOUS AREAS SHALL BE RESTORED WITH PROPERTY LINE OUTSIDE DEVELOPMENT 4" OF TOPSOIL, TYPE 1 FERTILIZER (300 LBS/ACRE), SEED PROPERTY LINE WITHIN DEVELOPMENT MIX 25-131 (220 LBS/ACRE) AND CATEGORY 3 EROSION I \ \ --------- \ j CONTROL BLANKET. I REFERENCE NOTES: PROPOSED CONCRETE CURB AND GUTTER 11\ ELEVATIONS BASED ON DROPPING THE GARAGE THREE STANDARD PLATE NO. 2511 ANDS 3 COURSES. UTILITY PEDESTALS -f---�_- \2 GARAGE FLOOR ELEVATION WILL BE LOWER THAN THE CURB ROCK CONSTRUCTION ENTRANCE PER ELEVATION. ELEVATIONS BASED ON A 14 COURSE BASEMENT. CITY STANDARD PLATE NO. 2015 LOWEST OPENING OR GRADE xxx.x AT REAR OF HOUSE HOUSE HOUSE TYPE TYPE FB FULL BASEMENT AY- / ---- —_ ---- - -- s3s�0 D 11V1111 //�'�oV��/ �- �_ �� % Y� .AoN VA V I I 1 1 I / V� ) . A �.1� _� _- I I I ✓ I Ac a' 1 2 � y�x yy N) ,A / A V1111 1IT ------------ AD DATE REVISION ED s ""�nE RUM RIVER EAGLES MARSH GRADING, DRAINAGE AND SET enSe° m° .E°, P°V mF. eu�nsvxvaxoxseerrER' EROSION CONTROL PLAN OF FOURTH ADDITION Hp lTta T9�RA HUM•, P.E. �3ae1 p1�m��j ," CITY OF ELK RIVER, MINNESOTA S e s LEGEND ---- --- EXISTING CONTOUR xaa- PROPOSED CONTOUR EXISTING STORM SEWER DRAINAGE AND UTILITY EASEMENT SETBACK LINE PROPERTY LINE OUTSIDE DEVELOPMENT PROPERTY LINE WITHIN DEVELOPMENT EXISTING CONCRETE CURB AND GUTTER PROPOSED CONCRETE CURB AND GUTTER PROPOSED CONCRETE CURB AND GUTTER STORM DRAIN INLET PROTECTION PER CITY STANDARD PLATE NO. 2511 ANDS 3 H H UTILITY PEDESTALS ® EXISTING CATCH BASIN ROCK CONSTRUCTION ENTRANCE PER CITY STANDARD PLATE NO. 2015 LOWEST OPENING OR GRADE xxx.x AT REAR OF HOUSE HOUSE HOUSE TYPE TYPE FB FULL BASEMENT XXX.X WO FULL BASEMENT WALKOUT SE/SIDE SPLIT ENTRY SIDE WALKOUT GARAGE FLOOR ELEVATION AY- / ---- —_ ---- - -- s3s�0 D 11V1111 //�'�oV��/ �- �_ �� % Y� .AoN VA V I I 1 1 I / V� ) . A �.1� _� _- I I I ✓ I Ac a' 1 2 � y�x yy N) ,A / A V1111 1IT ------------ AD DATE REVISION ED s ""�nE RUM RIVER EAGLES MARSH GRADING, DRAINAGE AND SET enSe° m° .E°, P°V mF. eu�nsvxvaxoxseerrER' EROSION CONTROL PLAN OF FOURTH ADDITION Hp lTta T9�RA HUM•, P.E. �3ae1 p1�m��j ," CITY OF ELK RIVER, MINNESOTA S e s I I I \ I 40 SCALE IN LINCOLN STREET—MERGE \ \ SEE SHEET 10 I 1 I \ \ J I I I II \ \ I I I I I I I 1 1 I I I I I \ \ 1 I I I \ \ LINCOLN STREET—NORTHBOUND I I I I 1 I \ \ I I II \ \ L�_____————————— — — — —-- ` __________—_----------/ --- p O 9+ oo 8+00 7+ � — — _ 6+00 10+00 J) / \ � LINCOLN STREET—CENTERLINE � / 9++00 8+00 iO+per � 7+00 N T______— _---_1 \ LINCOLN STREET—SOUTHBOUND — — 1 \ SEE SHEET 9 I I 11 \ REFERENCE NOTES: 1 \1) CROSS SECTION STATIONING IS BASED ON THE \ o 1 \ LINCOLN STREET—CENTERLINE ALIGNMENT. DATE REVISION m¢r, s °'" °"" °"° ��AE RUM RIVER EAGLES MARSH STREET PROFILE 6ET omP ra"YY� e^CSe�° m° arE�' ^�P°V° na'„°' �"�Mss cnrvnsoxvaYoxseerrc�s FOURTH ADDITION ALIGNMENT INDEX y Da}e 3/18/20 RA . J CHUM. P.E. F L;o. No. 23461 ��a�oc�� CITY OF ELK RIVER, MINNESOTA LEGEND I I II \ \ EXISTING WATERMAIN/WATER SERVICE 945 I I I \ \ 945 ' EXISTING SANITARY SEWER/SEWER SERVICE LOT 7 LOT 2 LOT 3 > EXISTING STORM SEWER INV=917.25 CS=927.25 INV -918.88 CS=929.35 INV -92.95 \ \ CS=930.30 \\ \\ T 4 INV 0 4 92 \T 1 \ \ CS=931.24 940 ADJUST CASTING \ \ 94o M EXISTING WATERMAIN VALVE 2 EXISTING FL=928.. \ \ � EXISTING HYDRANT 3 I I PROPOSED FL=929.49 \ \ 1 T SA CUT AND J �_------- ----J -----------LT --T L-- ___ 3 835 REMOVE ELF __----- PVI STA = 9+90 + --- —___ CONCRETE CURB HIGH POINT STA = 9+30 _ --- HIGH 9+00 GENERAL NOTES: 7+00 0l 8+00 —080% 1. SEWER AND WATER SERVICE ELEVATIONS —930 930 II LINCOLN STREET—NORTHBOUND SAWCUT 1ELF, REMOVE pp _ REFERENCE NOTES: BIT 6MINDAND PA ILL 4 S IY � 0} 1) SAWCUTTING AND MILLING BITUMINOUS m / , O I 925 PAVEMENT SHALL BE PER. REMOVE SIGN E I / , 920 _ SA CUT AND 915 ' REMOVE 3LF CONCRETE CURB 910 - 910 V LINCOLN STREET—SOUTHBOUND (SEE SHEET 9) m a m w 905 w w 905 11 10 9 S 7 6 DATE REVISION m¢r, S � 0 SHEET �. Mss i �. ��a�oCJJ o ------------------ LEGEND EXISTING WATERMAIN/WATER SERVICE 945 945 ' EXISTING SANITARY SEWER/SEWER SERVICE > EXISTING STORM SEWER ® EXISTING CATCH BASIN Os EXISTING SANITARY SEWER MANHOLE 940 94o M EXISTING WATERMAIN VALVE 120' VC � EXISTING HYDRANT K = 29.49 CS=XXX.X TOP OF CURB STOP ELEVATION A.D. _ —4.07% PVI ELEV = 928.16 INV=XXX.X INVERT ELEVATION OF SEWER SERVICE 835 PVI STA = 9+90 + 935 HIGH POINT STA = 9+30 HIGH POINT ELEV = 928.64 GENERAL NOTES: 0l —080% 1. SEWER AND WATER SERVICE ELEVATIONS —930 930 II SHOWN ARE BASED ON THE RECORD PLANS FOR EAGLES MARSH 2ND ADDITION. _ REFERENCE NOTES: 1) SAWCUTTING AND MILLING BITUMINOUS 925 O 925 PAVEMENT SHALL BE PER. E 920 920 915 915 910 - 910 V m a m w 905 w w 905 11 10 9 S 7 6 DATE REVISION m¢r, RUM RIVER LAND SURVEYORS &. ENGIIJCffi15 .� , : EAGLES MARSH FOURTH ADDITION CONSTRUCTION PLAN LINCOLN STREET—NORTHBOUND CITY OF ELK RIVER, MINNESOTA SHEET �. Mss C Da}e 3/18 /20 RA J HUM. P.E. L;o. No. 23461 �. ��a�oCJJ SEE SHEET 7 \ 1 1 v LOT 4 1 11 LOT 5 INV-920.57 1 1 INV-931.58 CS=931.24 11 CS=935.88 , p\ 1 1 3 \ / 3 , C So 1 1 SCALE IN `� � LINCOL STREET-NORTN80 r �TREET-5 NTNBOUND (S�EET B) LINCOLN � 1 < 1 90' VC LEGEND K - 29.61 EXISTING WATERMAIN/WATER SERVICE A.D. — —3'04/ E%I STI NG SANITARY SEWER/SEWER SERVICE 950 PVI ELEV - 939.16 950 PVI STA = 3+50 > EXISTING STORM SEWER 90' VC HIGH POINT STA - 3+05 ® EXISTING CATCH BASIN HIGH POINT ELEV = 940.80 m K = 15.37 Os EXISTING SANITARY SEWER MANHOLE 94$ A.D. - 5.88% II �$ II 945 DD EXISTING WATERMAIN VALVE PVI ELEV = 932.48 EXISTING HYDRANT PVI STA - 4+50 LOW POINT STA = 4+95 v. + n w CS=XXX.X TOP OF CURB STOP ELEVATION LOW POINT ELEV - 932.12 °i 940 II m II _ ,64% 940 INV-XXX.X INVERT ELEVATION OF SEWER SERVICE + n � GENERAL NOTES: 1. SEWER AND WATER SERVICE ELEVATIONS 935 m-6 68% / 935 SHOWN ARE BASED ON THE RECORD PLANS FOR EAGLES MARSH 2ND ADDITION. 930 930 925 925 SEE SHEET 10 FOR LINCOLN 920 STREET-MERGE ALIGNMENT 920 915 915 _ n 910w m m m m m 910 6 5 4 3 2 DATE REVISION m¢r, sr°r° s °' " °""°°"° TAE RUM RIVER EAGLES MARSH CONSTRUCTION PLAN x °r °r ° Mss r svxvaxoxseerrcummes FOURTH ADDITION LINCOLN STREET-NORTHBOUND Y Da}e 3/18/20 RA J HUM. P.E. ro_ : u0. NO. 23as1 c�� CITY OF ELK RIVER, MINNESOTASFllTl P-�13s 10 SEE SHEET 10 ADJUST CASTING EXISTING FL=922.43 PROPOSED FL=923.27 90' VC \ 945 9o' VC / LOT 5 / INV=926.00 945 _ v CS=939.37 2o N 20 PVI ELEV = 931.68 N M M m PVI STA - 3+50 - 940 _ \ �J PVI STA = 4+50 LOW POINT STA - 4+95 LOW POINT ELEV = 929.15 HIGH POINT STA = 3+05 II m HIGH POINT ELEV - 940.8 _364% II 940 1-1 IN IT MILL 4 SY L/NCO( N SCDC-k �� 1 ADJUST CASTING EISTIN F 93 22.9.71 BITUMINOUS PAVEMENT 10 /\NORTNBD A.D. - 5.1 3 ADJUST CASTING / / EO 935 SA CUT AND OND + m EXISTING RIM=927.54 m > 935 REMOVE 3LF / \ iSff Sl{f ��, PROPOSED RIM -927.63 / < LEGEND 0\ CONCRETE CURB j\ fT �� LOW POINT ELEV = 921.62 _, II II EXISTING WATERMAIN/WATER SERVICE 930 on ®52T� jl L EXISTING SANITARY SEWER/SEWER SERVICE 930 l Q II m > EXISTING STORM SEWER 925 _> n ®EXISTING CATCH BASIN 925 920 -9sa ADJUST CASTING EXISTING SANITARY SEWER MANHOLE E*O\ EXISTING RIM 933.48 W EXISTING WATERMAIN VALVE SEE SEE SHEET 10 FOR LINCOLN �/NC O(N 915 Q PROPOSED RIM=933.80 =� EXISTING HYDRANT NOTE (2 STREET -MERGE ALIGNMENT 915 910910 - 1 / CS -XX X.X TOP OF CURB STOP ELEVATION �S\T�RfF\T� SOUTHBOUND LOT 4 I ADJUST CASTING EXISTING RIM=923.16 m CS=929.90 INV-XXX.X INVERT ELEVATION OF SEWER SERVICE / / SAWCUT AND ���, ��� m In mm - PROPOSED RIM -923.34 905 GENERAL NOTES: / / REMOVE 3LF ���, CONCRETE CURB �, - 905 �� i 1. SEWER AND WATER SERVICE ELEVATIONS SHOWN ARE BASED ON THE RECORD PLANS FOR EAGLES 7 6 5 \ 4 94059 2 ADJUST CASTING MARSH 2ND ADDITION. / / SAWCUT 16LF AND L /'� �� RUM RIVER c,,uan svav9.xoxrase9rrc:ummes _ EXISTING FL=926.79 REFERENCE NOTES: / / REMOVE 15 SY BITUMINOUS / / l �� ^ PROPOSED FL=927.67 \\ 10 MILLING BITUMINOUS PAVEMENT SHALL BE PER(j. / PAVEMENT LOT 1 / / ��IX��cJJ L 3 / / INV=913.65 CS=921.10 / / LOT 2 ��� LOT 3 �2 PAVE WEAR COURSE OVER EXISTING NON WEAR COURSE FROM STA 8+50 TO STA 8+73. INV=909.50 CS=921.90 ��� �'--- _ -�� _---� INV=916.39 CS=929.60 ADJUST CASTING EXISTING FL=922.43 PROPOSED FL=923.27 90' VC 945 9o' VC u n K = 23.44 945 _ K = 48.48 A.D. - 1.86% A.D. _ -3.84% PVI ELEV = 939.16 PVI ELEV = 931.68 N M M m PVI STA - 3+50 - 940 _ 200' VC PVI STA = 4+50 LOW POINT STA - 4+95 LOW POINT ELEV = 929.15 HIGH POINT STA = 3+05 II m HIGH POINT ELEV - 940.8 _364% II 940 = 39.2% 05 �m A.D. - 5.1 / 935 PVI ELEV = 922.12 PVI STA = 6+20 + m m > 935 LOW POINT STA - 7+20 + N , 48% m LOW POINT ELEV = 921.62 � II II II 930 on ®52T� / 930 Q II m / 925 _> n 925 920 -9sa 920 SEE SHEET 10 FOR LINCOLN 915 Q STREET -MERGE ALIGNMENT 915 910910 910 m mN mN� mN� rnm m-4 mm m'd m In mm 905 905 8 8 7 6 5 4 94059 2 DATE REVISION , "°°_°, . s °' ""'°""°°"°�AE tL IT RUM RIVER c,,uan svav9.xoxrase9rrc:ummes EAGLES MARSH FOURTH ADDITION CONSTRUCTION PLAN LINCOLN STREET -SOUTHBOUND CITY OF ELK RIVER, MINNESOTA SHEET F iD M�s' s e3/182CA . J HUM. P.ENo. 23461 Da}L; ��IX��cJJ 955 SAWCUT 31LF, REMOVE 955 I I 1 7S AND MILL 7 SY 1 BITUMINOUS PAVEMENT Cl) 1 1 I SAWCUT AND 1 I IREM I I 1 I OVE 1 CONCRETE CURB1 1 950 CONSTRUCT CONCRETE APPROACH APRON PER I 1 0.92 s� Is GE.'STHG) = x MN/DOT STANDARD 1 1 PLATE 7113 I 3 9 3 935.54 938.57 ; 2+6240 GL= 934.84 REMOVE SCALE IN R � (2) SIGNS I 935 O EL 935.20 935 930 930 925 J i GL=93459 GL= 1 938.69 1 925 s « - 1 - SAWCUT AND f = O z _ GL= GL= 937.28 i' REMOVE 3LF p 934.20 935.55 �'GL=939.29 CONCRETE CURBI (MATCH I Z J' 915 EXISTING) I LOT 5 INV=926.00 � 1 1 CS=939.37 2 955 955 90' VC K = 15.31 A.D. = 5.88Y 90' VC 95D PVI ELEV = 932.67 16 N 950 PVI STA = 4+52.49 K = 26.96 LOW POINT STA = 4+97 49 A.D. _ -3.34% LOW POINT ELEV = 932.31 PVI ELEV = 939.60 + $ m PVI STA = 3+48.75 945 HIGH POINT STA = 3+03.75 11 ¢ 11 945 n HIGH POINT ELEV = 941.10 + v > m w 940 II m J /-3.34% 940 935 O 935 930 930 925 J i 925 920 w - 920 m m m m 915 915 4 4 3 2 LEGEND EXISTING WATERMAIN/WATER SERVICE > EXSTING SANITARY SEWER/SEWER SERVICE > EXISTING STORM SEWER ® EXISTING CATCH BASIN OS EXISTING SANITARY SEWER MANHOLE CD EXISTING WATERMAIN VALVE EXISTING HYDRANT CS=%%%.% TOP OF CURB STOP ELEVATION INV=XXX.X INVERT ELEVATION OF SEWER SERVICE GENERAL NOTES: 1. SEWER AND WATER SERVICE ELEVATIONS SHOWN ON ARE BASED ON THE RECORD PLANS FOR EAGLES MARSH 2ND ADDITION. REFERENCE NOTES: 1�SAWCUTTING AND MILLING BITUMINOUS PAVEMENT SHALL BE PER. 3 (2 PAVE WEAR COURSE OVER EXISTING NO WEAR COURSE FROM STA 8+50 TO STA 8+73. o In, s;a„`m"' m° v` "" °""""' °"_ AE RUM RIVER EAGLES MARSH CONSTRUCTION PLAN f a i oT C MSS LAPID SDR CIM &ENGIIJ S FOURTH ADDITION LINCOLN STREET—MERGE Da}e 3/18 /20 RA J HUM. P.E. .. ro_"w.d uo. No. 23461 ��a�ocL.l CITY OF ELK RIVER, MINNESOTA 4+00 940 9 940 �i61 944 940 ---- 936 936 — 940 932 928 932 932 928 m0� 924 —40 928 928 —40 936 —20 20 40 3+50 3+00 944 9 936 �i61 944 940 ---- -----/ 932-- — 940 932 928 928 924 —40 —20 936 936 40 924 m0� 932 932 —40 —20 20 40 936 93 928 92 92C 5+50 4 9 936 �i61 9 9 932-- —40 —20 20 40 5+00 936 936 932---- — 932 928 928 924 924 922 922 —40 —20 mom 20 40 4+50 936 936 932-- — 932 928 928 924 —40 —20 mom 20 40 924 AE �xl RUM RIVER EAGLES MARSH CROSS SECTIONS cnNnsvxvaxoxseerrcummes FOURTH ADDITION LINCOLN STREETCITY OF ELK RIVER, MINNESOTA 7+00 6+50 932 932 _ 932 __- 932 928 _ X2:2 i 928 928 �5. 924 928 924 --- - - 924 920 918 924 920 918 6+50 6+00 i 932 _ 932 __- 932 _ 9 928 �5. 928 928 9 924 928 924 924 9 9 920 918 924 9207 918 920 918 6+00 i 932 9 __- 932 9 928 �5. 928 9 924 924 920 91R 9 9 920 918 120 93 92 924 92 91 91 8+50 8+00 8 6 4 9 9 9 9 9 32 28 24 20 16 -40 -20 0 20 40 14 7+50 RUM RIVER EAGLES MARSH CROSS SECTIONS X2 OF c.,u�n svavaxoxs eerrcummes FOURTH ADDITION LINCOLN STREET ' CITY OF ELK RIVER, MINNESOTA X3 10+00 9+50 932 928 932 932 932 932 928 928 28 928- 928 924 928 924 -20 --- ---- 924- 924 20 920 91R 918 40 924 924 924 920 918 920 918 920 918 920 918 9+50 9+00 i 932 928 932 932 932 924 928 928 28 928- 920 924 920 924 -20 --- ---- 924- 924 20 920 91R 918 40 924 920 918 920 918 9+00 i 932 928 924 932 ---- 924 928 928 920 924 920 924 -20 --- ---- 20 920 91R 918 40 920 918 10+43.52 928 928 924 924 920 920 918 -40 -20 m0 20 918 40 AE x3 RUM RIVER EAGLES MARSH CROSS SECTIONS °Mss cnNnsvxvaxoxseerrcummes FOURTH ADDITION LINCOLN STREET X3 CITY OF ELK RIVER, MINNESOTA EAGLES `C' MARSH FOURTH ADDITION KNOW ALL PERSONS BY THEY Thot PRESENTS: Ph NAic Enterprise.. -I-C. MiLimited L,p .—i -lily C.of the fbil.eing d. —d property empty .f —b—,store .f M,nn.mto, m .,t. sNuot.d in the ` ci 1 F l Outlot A. EAGLES MARSH THIRD AGOITION, —b—I, County, Minnemto. \ rvrym and plottm o. EAGLES MARSH FOURTH ADDITION on wM O to h. D.blic iw D.blic use for.wr th. m t- H. .tAlm dedic.t'ng to the public for public use forever the eoaements oa .poen on 1 ehplot W-inog. ontl u dy porp.att only, os street os Moen o y \ \ r R. In e!-. —,thd m,d Ph .me Enterprises LLC hos coux0 thea present. to b signed by proper offcer thi. d.y of g \ '_ 22.27• \ PHGEUIK ENTCRPRISE% LLC s.� M Nn oxU- T \ eDCin /. � � / Rid- C. F..- Chief Mono9w _ \ / ' 1^V^I rt \ o th R-29 STATE STAT[ OF Mluu250TA COUNTY of \ \ G'35'S5'23• (Yeo- \ L,E.vyali�`� •• L T'—e:aefie-L__ 7 z \ The fo1o9oing n os ocknwl.dged before m this _J.y of 2D2_ by Rich- C. Furter, Chief Mm.ger of N.Aic Ent.,im.. LLC, Mnnea . ,mMeO L,.b,l,ty G.mp.ny .n b—If .f the Cwnpony. CJ 8 r1T tl+ - e i BR5C SDrfsos•W 141.31 y Mbb.ry �.bi.. M nems y IIe V.� com / - \ H5SCS 5%. - n i, �-� N e A _t -- ^� -- \\\Ivi FI / V L_� JL_L_ \ \\ �h,i ortif t 01 the Intl tleacribetl m ea EAGLES MARSH FOURTH i rve. ontl pl,ttM m I a,Pe the m Xnn ontl el,ttin^ this plot ADDIN. pIM 3 rpresmtoti rv.X th esignotm on is Plat; th r J"� mol th � J 3 \ \ 9 \ O Z� 9 \ oya ore snWen�•tm Eel.e mbot how Mnnea. b1 cwrec set a thin 1 :.. Of the Cote Of the cerLlic.bm, .II eet lends ono enter bountlpnt. ono .ii pubic �. 1 / �(' _ �\ \ 3 \ end efit. ,n t. StMuttt.tl5ttti.n yewSDS.D1. Subd. Nri,n Per d S.rvry,r \ g9vk ,t. 913 N. .8 : °yCP pp —> 5' n r. r. T n �.y t' 6,rHyC ^` Fll PD STATE OF MINNESOTA \ \ \ ��NFS�oN O� / COUNTY of ANDKA vvv '�gLAl`��' 3 ' E Thi.in nwlm before me this day .f . 2R— by Brion P—.. Leensm —d S.1w1. nnI¢.ns. / �✓ 0 ' s'1A $ N ° �� '6';.�' M.... LNa c49138. &� ry, � e �.Re- jeP.�g2 526b51G �� `h M..r Cl- y Pm ,t ev, — W till. en Ile m be11-1k. 1. ontl eztlm,n y e, ,ntl I h.11—y tlppIN. Pl.t o. m lean end eem.t„n tN. .y .f . 2D2_ Elk River City Attorney c Purmmt t. Sh.murne C..nty Dor.mbe i.. Nur 006, I r cer by certify mot ck. ot this plot hos been M.d and op —d m t. cwnpfnn.. n 05 nth Chopt.r 5, Minnemto St.tuttt this kly of ^2D2_ Sherburne County S.rvry,r y .rtify Iowa Pry bk, in the -1_ m Imds -ti. d—i— w. poid in lull, ono mere we no delinquent toes and thPt 0.— ens entere0 tMa _ , 01 , 202_ . Sn.m.me C—ty A.dab,/— rer "t” met th, u n,s filetl in l, Olfit. of the C,.nty Rmorder fir recortl m this y ,f 202_ , ,t _ ,.lock _ .M. ontl e.. y ,rdetl a D,cument Number N RRLSE so 12D SCALE IN FEET FZ ° A I'll P-1 c,."s6 ��T LStxn�s9t19 n �vvl I I�iv VICINITY MAP sec. L, xaz. Rze f,� ITE SW�Ia RUM RIVER LAND SURVEYORS & SNaP]EERS ` JfJtti\ ci F l 6722'48'54• 220.0 SOt'45'13-W 2 "—Ft' 139.66 R. g \ '_ 22.27• 115 s.� M � � I ��- th 7 z °h CJ 8 r1T tl+ - oya ore snWen�•tm Eel.e mbot how Mnnea. b1 cwrec set a thin 1 :.. Of the Cote Of the cerLlic.bm, .II eet lends ono enter bountlpnt. ono .ii pubic �. 1 / �(' _ �\ \ 3 \ end efit. ,n t. StMuttt.tl5ttti.n yewSDS.D1. Subd. Nri,n Per d S.rvry,r \ g9vk ,t. 913 N. .8 : °yCP pp —> 5' n r. r. T n �.y t' 6,rHyC ^` Fll PD STATE OF MINNESOTA \ \ \ ��NFS�oN O� / COUNTY of ANDKA vvv '�gLAl`��' 3 ' E Thi.in nwlm before me this day .f . 2R— by Brion P—.. Leensm —d S.1w1. nnI¢.ns. / �✓ 0 ' s'1A $ N ° �� '6';.�' M.... LNa c49138. &� ry, � e �.Re- jeP.�g2 526b51G �� `h M..r Cl- y Pm ,t ev, — W till. en Ile m be11-1k. 1. ontl eztlm,n y e, ,ntl I h.11—y tlppIN. Pl.t o. m lean end eem.t„n tN. .y .f . 2D2_ Elk River City Attorney c Purmmt t. Sh.murne C..nty Dor.mbe i.. Nur 006, I r cer by certify mot ck. ot this plot hos been M.d and op —d m t. cwnpfnn.. n 05 nth Chopt.r 5, Minnemto St.tuttt this kly of ^2D2_ Sherburne County S.rvry,r y .rtify Iowa Pry bk, in the -1_ m Imds -ti. d—i— w. poid in lull, ono mere we no delinquent toes and thPt 0.— ens entere0 tMa _ , 01 , 202_ . Sn.m.me C—ty A.dab,/— rer "t” met th, u n,s filetl in l, Olfit. of the C,.nty Rmorder fir recortl m this y ,f 202_ , ,t _ ,.lock _ .M. ontl e.. y ,rdetl a D,cument Number N RRLSE so 12D SCALE IN FEET FZ ° A I'll P-1 c,."s6 ��T LStxn�s9t19 n �vvl I I�iv VICINITY MAP sec. L, xaz. Rze f,� ITE SW�Ia RUM RIVER LAND SURVEYORS & SNaP]EERS 6.3. Comment received during public hearing From: Linda Campbell <lindac911@gmail.com> Date:April 28, 2020 at 7:34:16 PM CDT To: "Carlton,Zachary" <zcarlton@elkrivermn.gov> Subject: Re: [EXTERNAL]4/28/2020 meeting Can you say more regarding the sidewalk to give access to the undeveloped park land near the marsh. My lot adjoins the access. Will it be a trail? Is there a trail proposed around the marsh? Linda Campbell