Loading...
4.4 PCSR 11-28-2017Request for Action To Item Number Planning Commission 4.4 Agenda Section Meeting Date Prepared by Public Hearings November 28, 2017 Zack Carlton, Planning Manager Item Description Reviewed by Beaudry Oil/Truck Shop — 620, 634, & 706 Quinn Chris Leeseber , Senior Planner Reviewed by Ave. and 623, 633, & 709 Proctor Ave. ■ Preliminary Plat review of New Resources Addition, Case No. P 17-23 ■ Conditional Use Permit to establish a truck storage, maintenance, and repair facility, Case No. CU 17-36 Action Requested Recommend, by motion, approval of the Preliminary Plat of New Resources Addition. Recommend, by motion, approval of the Conditional Use Permit for a truck storage, maintenance, and repair facility, with the following conditions: 1. The authorized Conditional Use Permit will not be recorded until the associated Zone Change and Plat have been recorded. 2. Building permits for the described work will not be issued until the Conditional Use Permit is recorded. 3. If the proposed work described in the application and Conditional Use Permit has not been substantially completed within two years after the Conditional Use Permits date of issuance, the permit shall expire and become void. 4. If the authorized use ceases for more than six months, the Conditional Use Permit shall expire. 5. The applicant must apply for and receive approval for all required permits before any construction may begin. 6. Curbs at abandoned driveways on Proctor Road shall be replaced with concrete barrier style curbing. 7. The site will need to comply with Chapter 57 of the MN State Fire Code. 8. Submittal of a lighting plan demonstrating compliance with Sec. 30-937 of the city code. 9. Submittal of an updated landscaping plan demonstrating compliance with Sec. 30-934 of the city code. 10. Submittal of an updated site plan including the location of trash facilities and demonstrating screening sufficient to satisfy Sec. 30-905 of the city code. Background/Discussion The proposed projects plats seven existing parcels into one buildable lot, one outlot, right-of-way for the future 6 '/Z Street, and right-of-way along Proctor Road/CR 1. All existing structures within the plat boundaries will be demolished and Beaudry Oil will construct a 7,216 square foot (88'x 82') one story facility to operate Beaudry Oil & Propane. The facility will be used for minor repairs to the fleet (not 4A UO'E open to the public), which includes oil changes, replacing tires, changing brakes, minor service, light maintenance, cleaning and detailing. There will be no heavy motor overhauls or outside storage. The site will provide outdoor parking for 28 company delivery trucks. The outlot will contain a regional stormwater pond that will treat water from the new facility and future roadway projects. The property is zoned I2 (Medium Industrial) where bus, truck and implement storage, maintenance and repair facility, require a Conditional Use Permit (CUP). A bus, truck and implement storage, maintenance and repair facility was approved on June 19, 2017, for five of the parcels within the project area. The new facility is shifting 60 feet north to allow for the construction of 6 '/Z Street. Analysis Comprehensive Plan The property has a land use designation of Mississippi Connections (Plan). The Plan states: Proctor and Quinn Avenue area is a relafiveysmall area with a variety of incompatible land uses including both residential and beavy industrial. Highway 10 improvements willinclude Proctor Drive intersecting with Highway 10 via an overpass. Tbis overpass will extend to the north, over the railroad tracks. Tb' s long elevated road will create a unique opportunity for the property in the area, altering visibility and access. Due to the area's proximity to the train tracks and Highway 10 trac, the Plan suggests business park uses and employment centers. Strategies of the Plan are: 1. Wlork with the development community to idem and explore market opportunities and the feasibility of redeveloping the area as a whole. 2. Wlork with interested property owners in the development of a master plan prior to rezoning the parcels. 3. Establish opportunities to construct community directional signage and gateway signage along Proctor Avenue. Staff and Beaudry Oil have been working together to create the current proposal, which improves the long term development opportunity for the area. The southernmost five parcels will eventually lose direct access to Proctor Avenue and the only access will be from the west via the 6`'' Street cul-de-sac. Plat The minimum size for buildable lots in the I-2 district is one acre, with a minimum lot width of 100 feet. The proposed plat satisfies these requirements. Right-of-way is also being platted for County Road 1 /Proctor and the future 6 '/Z Street. Transportation/Circulation The site will be accessed via Quinn Avenue on the west side and the future 6 '/Z Street, which is planned for construction in late 2018. In the near future, Proctor Avenue will be upgraded to include a dedicated right turn lane for westbound Highway 10. This will eliminate the access to 6`'' Street from Proctor Avenue as 6`'' Street will be a cul-de-sac or removed entirely. The new east -west connection between Proctor and Quinn Avenues will be the proposed 6 '/Z Street. Abandoned driveways on Proctor Road shall be replaced with concrete barrier style curbing. \\dc3-elks\shared\Departments\Community Development\Planning\Case Files\CUP\CU 17-36 New Resources (Beaudry)\4Planning Commission\CU 17-08 sr PC 11-28-2017.docx Parking The site will be providing 28 parking stalls for parking of trucks from the Beaudry Oil & Propane fleet. There will also be 4 parking stall for employee and customer parking, which meets the ordnance requirements. The site will need to comply with Chapter 57 of the MN State Fire Code with the possibility of parking tanked vehicles longer than allowed by code. Grading/ Drainage Stormwater treatment for the site will be directed to a new pond, which will be constructed on the outlot north of the proposed truck maintenance facility. Landscaping Per the city ordinance, 31 trees are required with the development of the property. The submitted landscape plan shows 30 trees. An updated landscape plan must be submitted. The CUP condition of a compliant landscape plan will be removed if one is received prior to the City Council meeting. Screening Section 30-905 of the city code requires overhead doors be screened from view from the public right-of- way, public facility, or residential district or use. The site and architectural plans show overhead doors along the east side of the facility, facing Proctor Road. A six foot opaque fence must be installed to screen the doors from view in the public -right-of-way. Applicable Regulation Plat Approval of a plat may only be ordered if the following findings have been made, as outlined in Section 30-375: (1) The proposed subdivision is consistent with the Zoning regulations (article VI of this chapter)) and conforms in all respects with all requirements of this Code,including the honing regulations and this article. The property is zoned I2 and the proposed subdivision is consistent with the zoning regulations outlined in the city code and approved plans. (2) The proposed subdivision is consistent with all applicable general and speciali.Zed city, county, and regional plans, including, but not limited to, the city's comprehensive development plan. The proposed subdivision does not conflict with any city, county, or regional plans, including the Comprehensive Plan. (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 The site is suitable for the proposed development. (4) The proposed subdivision makes adequate provision for water supply, storm drainage, sewage transportation, erosion control and all other services, facilities and improvements otherwise required in this article. The subdivision has adequate provision for all of these facilities. \\dc3-elks\shared\Departments\Community Development\Planning\Case Files\CUP\CU 17-36 New Resources (Beaudry)\4Planning Commission\CU 17-08 sr PC 11-28-2017.docx (5) The proposed subdivision will not cause substantial environmental damage. The proposed subdivision will not cause substantial environmental damage. (6) The proposed subdivision will not conflict with easements of record or with easements established by judgment of a court. The subdivision will not conflict with easements of record. (7) The proposed subdivision will not bave an undue and adverse impact on the reasonable development of neighboring land. The proposed subdivision will not have an undue and adverse impact on the 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. All of the above services or improvements will be connected or constructed as part of the development. The area is within the municipal service area and existing facilities can handle the additional capacity. If denial of the plat should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-375. Conditional Use Permit The issuance of a Conditional Use Permit can be ordered only if the use at the proposed location: 1. mill not endanger, injure or detrimentally affect the use and enjoyment of otberpropery in the immediate vicinity or the public health, safety, morals, comfort, convenience orgeneral welfare of the neigbborbood or the city. The property is surrounded by Industrial and Commercially zoned properties, the same as the subject property. The use will not endanger, injure or detrimentally affect the use and enjoyment of other property in the immediate vicinity or the public health, safety, morals, comfort, convenience or general welfare of the neighborhood or the city. 2. W1711 be consistent with the comprebensive plan. With establishment of a master plan for the block, the project is consistent with the comprehensive plan. 3. WIN not impede the normal and orderly development and improvement of surrounding vacant property. The proposed site plan and layout improves the long-term development opportunities for parcels along Highway 10 by improving access and visibility. \\dc3-elks\shared\Departments\Community Development\Planning\Case Files\CUP\CU 17-36 New Resources (Beaudry)\4Planning Commission\CU 17-08 sr PC 11-28-2017.docx 4. mill be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neigbboring public tborougbfares. The use will be served adequately by and will not adversely affect essential public facilities and services including streets, police and fire protection, drainage, refuse disposal, water and sewer systems, parks and schools; and will not, in particular, create traffic congestion or interference with traffic on adjacent and neighboring public thoroughfares. 5. bill not involve uses, activities, processes, materials, equipment and conditions of operation that mill be detrimental to any persons orproperty because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. The use is located in and adjacent to industrial zoned areas, and will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons or property because of excessive traffic, noise, smoke, fumes, glare, odors, dust or vibrations. 6. mill not result in the destruction, loss or damage of a natural, scenic or historic feature of major importance. There are no natural, scenic, or historic features of major importance on the subject site. The use will not result in the destruction, loss, or damage of these. 7. mill fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establisb and operate the proposed use in the city. The use will fully comply with all other requirements of this Code, including any applicable requirements and standards for the issuance of a license or permit to establish and operate the proposed use in the city. If denial of such a permit should occur, it shall accompany recommendations or determinations by findings or a report stating how the proposed use does not comply with the standards set forth in Section 30-654. Financial Impact None Statutory Review Period Per State Statute 15.99 the required 60 day review period ends on January 12, 2017. Council Meeting If acted on, this item will go to the December 4, 2017, City Council meeting. Attachments ■ Location Map ■ Final Plat ■ Site and Landscape Plans dated November 13, 2017 ■ Engineering Plans dated November 18, 2017 \\dc3-elks\shared\Departments\Community Development\Planning\Case Files\CUP\CU 17-36 New Resources (Beaudry)\4Planning Commission\CU 17-08 sr PC 11-28-2017.docx 14r AN z Is a yzR A L MotOM A 17�-'402-0070 7503-0050 W -1 -4 Mal M41 O074457 67,11ST NW I 1)�� HIC;1V-PeAy'1U NW -;9- mew - V--- Elk River Plat GTH v, I Nvv Ea. k*C Case No: P 17-23 & CU 17-36 Fiver N GRAPHIC SCALE 50 0 25 50 100 SCALE: 1 INCH = 50 FEET NEW RESOURCES ADDITI01M Drainage and Utility Easements are shown thus: �5 — 110 - 5� �----- 110 Being 10 feet in width and adjoining right-of-way lines, also being 5 feet in width and adjoining lot lines, unless otherwise indicated, as shown on plat. For the purposes of this plat, the North line of the N.E. 1/4, Sec. 33, T. 33, R. 26, is assumed to bear North 89'13'18" East. • Denotes iron monument found. o Denotes a 1/2 inch x 14 inch iron monument with a plastic plug stamped R.L.S. 13057. Denotes a Sherburne County Cast Iron Monument. CITY OF ELK RIVER SHERBURNE COUNTY, MN KNOW ALL PERSONS BY THESE PRESENTS: That New Resources, LLC, a Minnesota Limited Liability Company, owner and proprietor of the following described property situated in the County of Sherburne, State of Minnesota, to wit: W 0 z O cV VILLAGE OF ELK RIVER, Q U � LLJ O \ and does hereby dedicate to the City ~ O U C) — W w D _ D w U C/-) Iz z N GRAPHIC SCALE 50 0 25 50 100 SCALE: 1 INCH = 50 FEET NEW RESOURCES ADDITI01M Drainage and Utility Easements are shown thus: �5 — 110 - 5� �----- 110 Being 10 feet in width and adjoining right-of-way lines, also being 5 feet in width and adjoining lot lines, unless otherwise indicated, as shown on plat. For the purposes of this plat, the North line of the N.E. 1/4, Sec. 33, T. 33, R. 26, is assumed to bear North 89'13'18" East. • Denotes iron monument found. o Denotes a 1/2 inch x 14 inch iron monument with a plastic plug stamped R.L.S. 13057. Denotes a Sherburne County Cast Iron Monument. CITY OF ELK RIVER SHERBURNE COUNTY, MN KNOW ALL PERSONS BY THESE PRESENTS: That New Resources, LLC, a Minnesota Limited Liability Company, owner and proprietor of the following described property situated in the County of Sherburne, State of Minnesota, to wit: Lots 4, 5, 6, 7, 8 and 9, Block 7, W.H. HOULTON'S ADDITION TO THE VILLAGE OF ELK RIVER, AND Lots 1, 2 and 3, AUDITORS SUBDIVISION OF LOT 6 OF AUDITORS SUBDIVISION NO. 3 OF THE VILLAGE OF ELK RIVER. Printed Has caused the same to be surveyed and platted as NEW RESOURCES ADDITION and does hereby dedicate to the City of Elk River, for public use forever, the public way as shown on this plat. Also dedicating to the public for public use forever the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Ken Beaudry, LLC has caused these presents to be signed by its proper officer this ______ day of NEW RESOURCES, LLC Kenneth Beaudry, Chief Manager State of Minnesota, County of ___________________ The foregoing instrument was acknowledged before me this ______ day of Limited Liability Company, on behalf of the Company. Signed 20 20____ by Kenneth Beaudry, Chief Manager of New Resources, LLC, a Minnesota Oliver Surveying & Engineering, Inc. o Printed N 66 I I � S89°11'52"W 184.78 MEAS. ��� I Notary Public, ------------------------------ Count Minnesota Y� i - - - - - - - - - - - - - - - - � My Commission expires:__________________________ L r----------------wwQ Ike I NUJ I 12 r 0- ��, I I hereby certify that I have surveyed and platted the land, or directly supervised the surveying and platting of the land described on the plat as NEW RESOURCES ADDITION; that this ,* *rn ° 00 O °q---------- �r T� - - - - - - T� plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on the plat; that all monuments depicted on this plat have IDO �- CV 100 L[/t 2 I �; I been, or will be correctly set within 1 year; as of the date of this certification, all wet lands and water boundaries and all public ways are shown and labeled as defined in Minnesota 180.0 PLAT n °0 Statutes 505.01, Subd. 3. N89051 54�� E 180.25 /� MEAS... —4 I ./ I 66 i I o DRAINAGE AND / o _ i I I _ _ _ _ N89°51'54"E_ 171.99_ _ _ _ _ _ _ _ _ _ j Z W --------------------------------------- c� UTILITY EASEMENT N �_% i , > I 'Y` Lynn P. Caswell, Land Surveyor � Minnesota License No. 13057 O ---------------- _-_ LLJ F- < Q State of Minnesota, County of Sherburne /v\ L1J i i /\ "' i j -- �i I V W J ;+ L.i; The foregoing Surveyor's Certificate was acknowledged before me this day of 20____ by Lynn P. Caswell, Land Surveyor, Minnesota License No. 13057. Lid ______ ------------------- •-- 1 . 1 �Ui- a Q -Lots 1 L_J <a — I — --- N� -- ----------------------------------------- - - LLJ �� r-. ----- L J ------ T I 7 't� /_\ Signed - -�00 Cq I L -J000 --. N Block I - :: /�\ ♦I I "__ w 1 . 1 LJJ <�'. -------------------------------------------- Printed --/ O C7) I �_/ 7.0 FT. -_ - --. %-- N N I , STREET -" / Notary Public, ______________________________ County, Minnesota EASEMENT - --- --. - - - - - - - - - - - - - - - - - - --' - - - - - - - - - - - 7 o :;. .-_ My Commission expires:-------------------------- _T_ 0 N I Approved PP and accepted b the Cit Council of the P Y Y Cit of Elk River Sherburne Count Minnesota Y / / Y/ at a meetingheld on the da of 20____. ii 00 CV `-' I 0 351.68 ,;. U 1 , ./ ;�; ---------------------------------------, Mayor %-' (n L------------------+---->-----------`- 12 --- --� I -% ---------------------------------------I City Clerk I ��= L o I _ I r, L I hereby certify that proper evidence of title has been presented to and examined by me, and I hereby approve this plat as to form and execution this o 06 1/2 1 STREET I ------ day of ------------------- 20----• I �t _-------------------------------- _----- , Elk River City Attorney S89032'51"W I 363.50 MEAS. I 362.5 PLAT FOUND 3/8TH I I I I /; Pursuant to Sherburne County Ordinance Number 006, I hereby certify that this plat has been checked and approved as to compliance with Chapter 505, INCH STEEL ROD. I I I •• �_ -/ Minnesota Statutes this day of __________ -------- 20____. F-- _ _ _ _ --------- -r-%-r-% -. Sherburne County Surveyor I T/N L Ili• w r�r�:--i-1/%w l --/ ♦_/ --• ,-,- �� F�1 11 11 1111\1 ,. t t. l 1. 1 1 �/ �/ L_ 1 �/ I r v I „ 111111111\1 /-% L/ L/ 1 1 1 �/ I r --, �_- •-_ - rr I i I A /� I A A 1 s' 1 1 I II I A /� 1 \I •` •' I -T- r- -1 •\ I hereby certify taxes payable in the year _______ on lands herein described are paid in full, and there are no delinquent taxes, and that transfer was I L1. entered this ______ day of ------------------- 20____. - - - - - - - - - - - - - - - - - - - - - - - - - - ------------------------------- ------- Sherburne County Auditor/Treasurer L -.J -T- T-L_J --; I I 66 <--C 66 I I I I I 1 4 -'' I hereby certify that this instrument was filed in the Office of the County Recorder for record on this ______ day of ------------------- 20____, at ______ o, clock ------- M., and was duly recorded as Document No. ------------- ----- r r. 1 r -r--1- ---------------------------------------Sherburne County Recorder 11 A FH 11 �F�1111 /\`T' 1\111 111 Oliver Surveying & Engineering, Inc. ----------------------------------------- 12 ------------------- 12 I I I I I I m I I 1 II I ij I e k 1 I' I II I I� ' 4 --------------------------------- - ------ 10' PARKING SETBACK LINE 6 jj�� I 25' SIDE YARD BUiL.DING SET15 pCK LINE i �-F 7 -- L - L IL J j Y 1 I e I g � � o in �I 1 z P 0 �I I % 112 STREET- ��- - - - - - - - - - - - s n SITE FLAN A2 SCALE T 20' 0 26 40 66 PROJECT DATA: SITE AREA: L63 ACRE5110,931 5.F. PROPOSED ZONING- 1-2, MEDIUM INDUSTRIAL DISTRICT BUILDING AREA 1,216 SQUARE FEET BUIL.DINGILOT COVERAGE: 10.2% LESS THAN 40b PARKING REGUIRED STORAGEIWAREHOUSB I SPACE PER 2,060 S.F. 121$ 5.F_12,906= 4 SPACES REQUIRED, 4 SPACES PROVIDED 12 r M Z F FILE., C'113EAUDRY IPDIAI. DWG o <u� cog= L EWE oo¢T a CDPYR1fsHT 2®i1 MARTIN WOODY ARCI+TECTS, INC. fi fi O LU z z_I ::3) oyW z > ZC w V W a Q SHEET` 42 OF X w1-0° ?'-0` CONCRETE APRON CONCRETE FILLED 'EEL BOLLARDS r_ m r LL1 W LL W H Q Q FILE G!@EAiDRY /PD/A3.DWCs $t cQ it <g Q �Aoi� o o� �Ao.-- E FRI F-^ 0 C� LU LLJ rZr {� O D `U Z �Njy m LU j.— C3w u SHEET A OF 4 r0. WALL ._,.Vi= 132-, UNDO W/I EL= 101 - FLOOR ANC 1,114 FRAME WITHERMAL 5REAK PRE -FIN. INSUL 5TEEL BOLLARD5 0" DOOR5 WEST ELEVATION_ W/V15ION LYES a4 SCALE- 114"- I'-6" - PRECAST OR CMU WALL PRE -FIN METAL COPING T.O. WALL O H. DOOR HEAD _ EL= 101-4" '�- INSUL HM. DOOR IN H.M. FRAME (PQNT) SOUTH ELEVATION A4 SCAL£ I!A"= f'-0" COLOR #I COLOR #2 O.H. DOOR HEAD EL= 114'-0 COLOR 21 :OLOR 03 COLOR #I COLOR #2 - COLOR #I COLOR #3 m f n LL LU f Q RLSiC45EAUDR IPO1 A3. DWG LLJ e� a�a R s Z I W W z Q } z V Z 0 W: Z- z f \i W 55 SHEET+ j ILOF 4 T.O. WAu EL= u2 O.k DOC EL= 1147 FLOOR EL= tee' WALL T.O.EL= 122 -6� EAST ELEVATION 45 SCALE: FW= I'-9" PRE -FIN. METAL PRECAST CM2 CMU WALL GOPNCi —% FLOOR - - - - - -- - -_ -- - - EL= I16®'-0 - - _ _ - - -- - - -- - NORTH ELEVATION ELEVATION A5 5CALE� Ilk"= 1'-6" OR 41 .OR 1,2 )LCM2 #I WINDOWIPOOR HEAD EL= Iel-2 COLOR #3 COR 1E (FAINT) COLOR n1 COLOR #2 COLOR #1 WIND DOOR HEAD - GOLC3101"-7 r r 10 w a sv F Q PLE, C415EAUDRY 1PD1A3-DWG 3wr� z0§N S f:::� L`�2s U v��go x z W U �gag� 3 (f I 9 LU Q U! tu Z Y Z °u � (D 73 = Lu 0 d SWEET: ` 5 J 0;-' 4 PLANT MATERIAL SGNEDULE KEY QUANTITY COMMON NAME SIZE ROOT REMARKS NAME 4 3IGEAEGLAUGADENSBOTANICAL Pµµ��LLLL ATA 6 BQB MSN, 60 INCHES IN HEIGHT UJIN Lu r AUTUMN BLAZE MAPLEMIN. �.5" 15415 SIZE: 2 INCHES AT INCHES ABOVE GROUND 6 AGER X FREEMANII "IFFERBRED" 11 BIRCH, HERITAGE RIVER 5ETULANGR4 "CULLY HERITAGE" 2.5" 69 MIN. SIZE; 2 INCHES AT 6 INCHES ABOVE GROUND 4 SPRUCE, COLORADO 6" g+jB MIN 60 INCHES IN HflGHY PICEA PUNGENS 22 SOMERSET DAPHNE a2 POT MIN. 24 INCHES IN HEIGHT DAPHNE X BURKWOODI 'SOMERSET' ® S SARGENT GREEN JUNIPERa2 'VIRIDIS' POT MIN. IS INCHES IN HEIGHT IxJUNIPERUS CHINESIS SAGENTII 15 FRITSCHIANA SPIREA a2 POT MIN- 24 INCHES IN HEIGHT SPIREA FRITSCHEANA 20 LITTLE GIANT ARBORVITAE a2 POT MIN. IS INCHES IN HEIGHT THUJA OCCIDENTAW5 'LITTLE GIANT' I SOD LANDSCAPE PLAN L! SCALE, I"= 20' �. 0 20 40 60 §� G - NOTES' I. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND DOVER AREAS. EDGER TYPICAL WHERE PLANTING BEDS INTERFACE WITH LAWN, 2. PLANTING BED EDGER BLACK DIAMOND EDGER OR EQUAL FOLLOW CUTL.NE OF MATURE PLANT SIZE OR BED LINE AS SHOWN ON PLAN. EASE TRANSITION BETWEEN CURVES. ARCHITECT TO APPROVE FINAL BED LAYOUT. 3. IRRIGATION SYSTEM TO BE DESIGN BUILD. DE51GN TO INCLUDE IRRIGATION OVER ALL PLANTING AREAS. DESIGN SHALL BE ZONED 1.5" PER WEEK ON LAWN AREAS AND 0.S" PER WEEK ON SWRUB5. lam I 1 =1 I 1 ---------------------, I I', 1 I+ I I I I I 12 II I I I 1 � I ! 61 I I I I I I I+ I 1++ I -----------------------.--..._- _ _------- L11 I i I . 1 1 1 i 7ROPCI.ED ONE STCR7 BUILDING 1,216 SQUARE FEET 5g.6 SDII D b 112 STREET - - - T - Lu Z Lu 41 Z 4 ' T 1L zz yx - O� - m F� z 7w 3 np a N � F ■OC393M 23 m m Z ui Q G FIL.Ei CIBEAUDRY jPDIAI.DWG o� v,o�w i S�� g zB Yd G L uj COPYRIGHT 2011 MARTIN WOODY ARCHITECTS, INC. m V tl? Lu z Z � w l[ *J)' Q } ]C m:3 z W a SWEET, OF 2 11 TRUCK SHOP ELK RIVER, MINNESOTA MARTIN WOODY ARCHITECTS, SANITARY SEWER, PARKING VICINITY MAP Sec. 33, T. 33, R. 26 Sherburne County, Minnesota No Scale School I Street o�� � 4th LOT, WATER, CALL BEFORE YOU DIGI Gopher State One Call TWIN CITY pTY AREA: G51-454-0002 TOLL FREE: 1-800-252-1 166 STORM SEWER, GRADING & DRAINAGE, & EROSION CONTROL PLAN Oliver Surveying &Engineering, Inc. Land Surveying • Civil Engineering • Land Planning 580 Dodge Ave. Elk River, A17V 55330 • 763.441.2072 fac. 763.441.5665 www.oliver-se.com hereby certify that this plan, specification, or report was prepared by m or urjqej my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the state of Minnesota. Date 2/27/2017 Lic. No. 16733 Ross D. Abel, PE TITLE SHEET PRELIMINARY PLAT 2 EXISTING CONDITIONS 3 SITE PLAN 4 REMOVAL PLAN 5 GRADING PLAN 6 SWPP PLAN 7 DETAIL SHEET 8 REV.I DATE N0. REVISIONS SHEETS REVISED J r ti X 906.9 90� v o o \ \ BITUMINOUS f'�Qpb, v \ \ x \ 78 1X. BLDG. goad (P� 89011'52"W 184.78/MEAS. gpO' p6 X 905.2 i i V- - �O-�Ffitzl�'tildK FENCE - o 01 pp 0 COs® TEL PE \ CB \ X 905.1 i g� / `' < 9 / \ FL 904.31 78.3 905.7 59 05.b IE 900.7�i X 905.1 I / \\�/�/ -'y X 905.0 1 1 N I / - W it I / 44.0 �A METAL POLE BLDG. � 1 yy ti U7C14 1. 906 ¢N > GRA VEL N � 1 c1 54.0 }' ! / ? . p5� � i �, OUTLOT A _ c, \ I / -----g - 05.0 t ---------------- ° --00-0 ° `, I•O - 06 I 906.4 X r \ p! ________ 9 - 0LO 000 N ( 6SD X90 .4 9p---- -- _,_ \ 38.0 S.M.H. 6p_ _ - \9p6 905.5 68.3 I 0 _ - 06.2 RE 906.61 _ --906- ' ��y EX. HOUSE N d I a I II 180.0 PLAT \ // ��! X 905.9 905.7 X CN _Q I / ______ _ / /-- \ gO Q/ N 89 51 54 E 180.25_ M ESS. / / - - - CHAIN LINK FENCE \ - `��� / / X 9i q / w , o "urE po `t L o St Y / \ yAc 193 Ave N� 193rd St Q- 905.6 Ave 0 192nd BITUMINOUSf' o Q 191 12 Ave y CD / o W x ` c Ry e 0 191st Ave J EX. BLDG. � p$� / 1 � / 6 Irn iiiiiiLi�iiiiiii °' �p gp6 gpr0 �eWpt y s'Q. /9��h Q � p7.8 ,�- _ - X 905.2ir 190tH I� �3� ° o _ - - - ` DEL PE fo m° E M@°yO� 9Q %` TEL PE � N Qd ¢ U p6 e-, [�i CB Orono 188th °o 00 School St NN U) Q X 905.1 i \ 9 l� <, 9 , / g 05.0 FL 904. 1 I Lake \s�z o> °stn stl p J �906� - - - 78.3 905.7 �- g0�' IE 900.7 10 th �t TE a a' D X 905. I I / i' o y o� en'v o Q o 7th 7th W X 905.0 I CV t' < y y F Ti ton o h St c °Y 6th 6th In 905.3 // W 44.0 �A METAL POLE BLDG. � I �.1. � y` 4 ° Orono' stn °, stn St 3� stn 5th N I `r Lake 0 �w 4th St 4th 4th S. GRA VEL I I i y ti / 44 .. .. I 6 ° �° I IMO'^ St co 54.0 /. CI) - 4 `/ I 905.2 18Ave m co m° M°n St m N 'o �' `o z LD LLJ - g0 05.0 I 182nd oc,° r a i2�dx 3 o I) �\ Ave }SS}s 18 > En o a a a a 906.4 X 0p�� ( } } or 30 a o � o 3 Q ° o C U r 9p5� ---------------- --- N 6.0 X 90d.4 I 180 Ln zM o c - ~ __ _------- 38.0 I Ave NO SCALE 0 O S.M.H. p60- - 905.5 68.3 906.2 I I I VICINITY MAP wO RE 906.61-----906' . y / EX. HOUSE o I 905.7 X 0 I I / ELK RIVER, MN z \X 905.9 M 12.0 \ „� r- Q Q r") o 0 0 0 0 I O \ T T- CHAIN LINK FENCE ' \ / \ �\ X 9i9�.3 \\ \ " o ti X 94.2 I /°� 1 i O 1� N y , / X 906.7 X BOX TV TAT T \\ \ \ \ O�� �� -\ ♦/ i I N W CO \ \ \ \ _ \ \� 6.0 .rti -906 05.4 905.4 I / -90$� �V� \ \ \ / \ \ p 16.0 y G G- G G-� ®GAS M 907.9 - \ ��A S / ....moi' \ \ \ --- \ / 58.5 \ / - \ \ \ \ 905.6 16.0 0 ,� m m m / X 9 0.7.9 / \ \ I \ Z4 Co ti �9 -� 1 <,. �y p y. W O / X 907.1 c, / i - \ 20.0 N EX. APARTMENT o / - 1- y I;i v z / C4 BUILDING / F\ -� i / 9p�6 9°�6 5 P Q w _CD w Lij J // -----/ \ L - J / / 905.4 \ � O O O U O� L� 906. 7 X / \ 21.3 3.0 // \\ L - J N O 907.7 6 E O+ �'1 \ 905.7 X --__ ----M-5- iF 9f}5- ------ --- co ^/v \ / .9 w 1 � 906.4 < �I\ ______--- 905.0 I ° -0 0 I �`b t, 90� -- GRAVEL -0 C O = _ _ L _ / N ...---_�-_ o EX. 12.0 �\ ____-- Q Ln z° / z BITUMINOUS GARAGE \ -- __ ------------------------- TNH=908. 6 QQ-> a o a_ rT----906---� ------��----- rn to - � 9� 22.1 907.3 \ 905.7 +, 0 ° \• < x x� x �� N TARP w X 906.2 - U >, Q v SHED X 906.5 X 906. Z - \ i \ X 906.6 T o O X907.3 , \ 906.8 / /\ w �Q �0) UN \\ / 20\ \ \ / / TQC \ 0 0 20 40 60 L >, 0 -0 �, I 905.6 / z 0 L- :3 0 � � � v LANDSCAPING . \ i -� - - - - - - ®_ , I Q I �, L L- � N z / i i i / 7 SCALE IN FEETaD c 4-1 907.2 Q ° D � •- � Z X 907.7 907.8 38.5 907. I / / Obi \ ` - c / GAS M I G L- E-0 - a� c I 63 � ` _ i9 - - � � x \ / _ \ - _���, 1 / 907.3 I � �c � 41 3.4, ter/ / 26.1 =+ C) � 0 / \ ♦ � / I �� _ ° o w o cn o 907.6 ("' EX. HOUSE ,. -f' �� I _ _ o \ I x 04 _ i I� I'll \ 3.4 _ 1 I X 907.3 I O X 907.2 I ,. , CA I \� X 90 p v B.M. 19.9 10.8 \ < \I o 99.5 ow J 9.2 EX. HSE. N W M TNH 910.86- ,� 907.7 � �� tl. \I - / 6� y U (n • Denotes Iron Pipe Found n X 907.7 D 7.9 to \ i \ _ - j71 90 h \O 908.1 19.9 \ \� \ / - \ 15.3 �'I� ti .y..`, O v I _ 908.0 1-% 9 �J EX. \ ♦ _ / y .. y < 905.5 - < y � Co Co � / \ - - - -908- o GARAGE o 90a\ \ ,� - T - GAR. �, �/ .` <4..1 yl y �IOWNER/DEVELOPER:• '1 l BITUMINOUS \ i i -L - N y.., �C CRETE.. I M `" New Resources, LLC" \o � � � / \ x � X 907.6 - 20.1 /'</.* 4 ti � .:.y y y - l� v \ 9p� 908.4 N \ � \ /' 907.7 / I 7 t y . Ken Beaudry w �.- _ 630 Proctor Ave. NW v �� x x ` x X 908.2 TEL PED \ Elk River, MN 55330 0 \ UGE c TEL PED (763) 441-2383 ELEC AT v \ TEL PLOD I - _ _ / /�� X 906.5 1 I w TEL PED - / \ X 907.5 N \ X 908.6 `� X 906.3 / ARCHITECT: , A, X 908.5 i - - \\ 906.1 Martin Woody Architects, Inc. _ - Martin Woody -1 \ - - / 26405 Smithtown Road M -91 910 T _ - \ \\ m / / Shorewood, MN 55331 ✓ / C _1_ \ - D / I (612) 382-2423 J -909,\ h p�� 2 2 / /a X 908.7 _ i X 908.8 \\ \90 �' I / i9� X 909.3 --� 909.8 \ \ 908.7 24.3 90.8 \\ O 24.4 _ \ \ rn EX. GARAGEc� (6 51 HSE. `� I I o / - 00 14.3 / 909.8 4.2 v m > / lo.l /�.:. 1.8 W 00 0 /\ // X 909.7 , � ( z c o A 8.0 - \ 2 S.M.H. CV /v\ o / X 909.4 rn 15.1 \ � RE 906.67 o w 0 / > / - 908.9 I Z . Z / X 910.3 910.6 X 910.4 16.4 909.8 X 909.2 15. I \\ "� Q o \\ � P 14 8 12'0 o EX. i � I � Legal Description: 0 z V v 5.5 EX. I N SHED -t w(� v 0 Lots 1, 2 and 3, AUDITORS SUBDIVISION OF LOT 6 z w / �, °' SHED 909 I p� / o OF AUDITORS SUBDIVISION NO. 3 ELK RIVER, Z / N 3 �� 910.4 > X 909 7 22 1 �' X 906.3 N 'n' Sherburne County, Minnesota o 21.1 UA / 1 I� ; 0_ I / EX. / o AND Lots 4, 5, 6, 7, 8 and 9, Block 7, W. H. J / EX. HOUSE GARAGE BITUMINOUS o o (' °' °' � co 1 � � HOULTON S ADDITION TO THE VILLAGE OF ELK RIVER, Y > 910.9 J �°' �0 0�'I 1 y 6 6 Sherburne County, Minnesota. 0 J Z ry 34.2 X 910.4 X 909.8 22.1 / °� `` W \ EL 0 CB 15" RC CL3 @ 2.12% C x 6 910.7 -PPCn 910.4 X T POL I DD /D�� DD "" I FL 906.12 / I 0 Ld r I v X 909.6 I IE 902.82 OVFR q r \\ i 906.9 m 90g� v A ' ` A A A 11 \ X 908.7 907.2 T EL PED I I I I I I � �_ � � X 910.5 X 910.6 X 910.4 EX. HSE. T O4LE 10.7 X 910.5 SHEET N0. / A / I I I I I I I -I- n I J/ /1 r 1 r ,,,, I- I- I I I I I I I I I\ I ,_, I I I I I I I I I I\ I V V I I I I \/ \ L_ I \/ I V �J / \ LJ LJ I I I \/ I V OF / 8 ra r m Y\ i BI TUMINOUS r TEL PED I i T POLE I A / I I V V I I I I I I A r\ r\ I —I— I /\ n I / \ L/ L/ I I I/ I V �f M U T) T I CB FL 904.31 IE 900.76 6 0 20 40 60 SCALE IN FEET Drainage and Utility Easements are shown thus: 10 5 Q C� w Z � O m � O cUn Q W J D 0 W (n W Of 0 0 0 0 1 0 N m m I Li o F-- - I � N � � I M r M m C:J z z w O LIJ C 7 U Z Q C� w a_� w J N u 'o- U) r0 Q �� '� ° r0 V) C) 0Q) �Q)0a- o —� � wz > -00 0_ L N U U) U + Q � U J N r, 0 CN o U)� Q)L �� v E :3 O N TO �E co L N L N ��°—arc4-1 L- 0 C — O aj -C C 4- o 0 O+ W O (n O M h b p�O h 0 w n . N O h W F— Being 10 feet in width and adjoining TNH-908. — 6 right—of—way lines, also being 5 feet W Z• in width and adjoining lot lines, unless otherwise indicated, as shown on plat. zUJI W I..L a Z W W • 0 0 W (!) / z OWNER/DEVELOPER: QI D New Resources, LLC Q Ken Beaudry M 630 Proctor Ave. NW Elk River, MN 55330 (763) 441-2383 0 I Q ARCHITECT: • Martin Woody Architects, Inc. U (� Martin Woody 0 • 26405 Smithtown Road U Shorewood, MN 55331 (612) 382-2423 SETBACKS: Front: 30 Side: 25 Rear: 20 I TOTAL AREA: 2.56 Acres Lot 1, Block 1: 1.63 Acres Outlot A: 0.35 Acres Right of Way: 0.58 Acres SITE PLAN supplied by. Martin Woody Architects, Inc. I0 0 S.M.H. N RE 906.67 -J o � U Legal Description: N o Lots 1, 2 and 3, AUDITORS SUBDIVISION OF LOT 6 OF AUDITORS SUBDIVISION NO. 3 ELK RIVER, Sherburne County, Minnesota 6 6 AND Lots 4, 5, 6, 7, 8 and 9, Block 7, W. H. HOULTON'S ADDITION TO THE VILLAGE OF ELK RIVER, Sherburne County, Minnesota. CB DD 15" RCP CL3 C� 2.12% DD DD C FL 906.12 IE 902.82 I Q C� w Z � O m � O cUn Q W J D 0 W (n W Of 0 0 0 0 1 0 N m m I Li o F-- - I � N � � I M r M m C:J z z w O LIJ C 7 U Z Q C� w a_� w J N u 'o- U) r0 Q �� '� ° r0 V) C) 0Q) �Q)0a- o —� � wz > -00 0_ L N U U) U + Q � U J N r, 0 CN o U)� Q)L �� v E :3 O N TO �E co L N L N ��°—arc4-1 L- 0 C — O aj -C C 4- o 0 O+ W O (n O M h b p�O h 0 w n . N O h W F— V) (n W Z• zUJI v I..L a m W 0 W (!) D Q W M SHEET N0. / 4 OF / 8 I C� J Y \ Ld r- I ♦r W BI TUMINOUS J x I p I I EX. BLDG. I CHAIN LINK FENCE U O IMTEL PE U Q �PP w J A ` w: OTEL PE CB p FL 904.31 I piJ IE 900.76 I y w w � I I y GRAVEL 6 w 0 20 40 60 > 4 � I � LTJ — _ 1 Q C0 t ___-------------------------- SCALE IN FEET CD ,- ~------------------ — N 8 Ld — O S.M.H.� -_-___-- - z RE 906.61 - �Y\ o I Q Q O p 1 0 � O 39� iN T T T CHAIN LINK FENCE „ N L oi of T T T co BOX T— — 7 \ TV TV / \/ O N 0 � _ 1 � G G G G P/7 m Ld 0 /—� --- I .0 t w. m m p ------------�_ _ _------------- — q Z Z F. 4 _—� I Y W O� U z y w ~ 66 0 I Qw�=www J P I L Lo E 0 V) L J < ,I ------------- I ^-0 o Q �' ---------- ---- LQ-)°— — — Y 1 _—_ -------f I. + 6 Ld I I w L -L J_____GRAVEL I ° Q ° o LJ z \ - �c Q) V) TNH=908.6 Q Q ^ 0 J Wo N / ----- I ----- --- 0 "° Q i W _ J0 Q I x X x I 0- 0-0 �CN O C REMOVE FENCE X 20.2 I I >LLJ 0 L L- 0 �\ >� N 0 N N C D 0C�-0c Z ZL INDSCAPING _�� I 7 �05+�-: 0 63-- G M I I G �G�c� 0')0 z I _ x /_\ I I _ 0 0 w 0 v`i p 3.4, / 1 ♦_/ I I L 3.4 / I I m O x 1 I :2 O I REMOVE EXISTING GARAGE & ASSOCIATED CONCRETE cl Q M v B.M. I I .8 ,I' __ J v\ I SLAB (3 ea.) h b TNH 910.86- ",� i m c� �, --N ., I (, � h Ln/ I I 0 REMOVE EXISTING SHED (3 ea.) x p ti = I \ _ REMOVE EXISTING HOUSE/BLDG. (7 ea.), FOUNDATION, -� REMOVE FENCE _ _ w I AND BACKFILL HOLE W/GRANULAR BORROW. �+ .1 , . • DISCONNECT SANITARY SEWER &WATER SERVICE. w v I 7 PROVIDE SUITABLE MARKER (FENCE POST) FOR END J I EL PED OF EACH SERVICE & CURBSTOP BOX.Sil' UGE �� X X —� / AT v EL PED ELEC BOX I i • REMOVE CONCRETE & BITUMINOUS SURFACED W N TEL PED I I DRIVEWAY, INCLUDING APRON AT STREET. • 100 TEL PED i I eh _ _ I RESTORE CONCRETE APRON AREA W/CONCRETE CURB epi - I & GUTTER (ALONG PROCTOR AVE.) TO MATCH i - I EXISTING CURB & GUTTER. REMOVE CONCRETE SIDEWALK. h 0 • DISCONNECT ELEC., NATURAL GAS, TELEPHONE, & Q CABLE TV SERVICE. I ' I • REMOVE FENCES —J (. ) Ld F - v m > w I0 z �o CD Lo CD S.M.H. N • v mw 1 � RE 906.67 O Q z > — 16.4 z v Q ,} � � G � o ED 0 0 J � 12.0 / o m / 5.5 c�i - t w v � Of 3 - o- ; i / \ 905.6 BITUMINOUSX99 \ � / / s\ x 1 oEX. BLDG. gp$? 9p'I / p66 \\ 6 \ rn 7.8 ...... G.�....... 9 9p l X 905.2 I I Q ----g 1 eFTMIl LiriTK FENCE o _-----_��/jEL PE Cr /o/ PP TEL PEI CB O3 X 905.1 i 1 _ 905,qX g / 05.0 FL 904. I X 905.7 - 5� IE 900.7 X 905.1 i / \ X 905.0 905.3 6 I 06� \\ GRAVEL 1 I I I 1 cb I PROPOSED PONDING SITE - - - - - -goe -' - - _ 05.0 I I 905.2 \ ___ _-------- �' �/ TO BE COMPLETED BY CITY 906.4 X \ I \ p ---- \ X 906.0 X 90 1.4 O S.MI. H.\9ps 905.5 X X 906.2 I RE 906.61 � °gyp -=----906- \\ � � � I `X 905.7 X 905.9 I / / _ \ IE 902.00 I o \ CHAIN LINK FENCE \ \ / X 9b�.3 \ X 9 fi 2 TjjT T 906.7 XTV TV ��-T T \ 6Off` r ) \ \ I \ \ \_� \ \�cl 05.4 gl e 905.4 °�\ 908. 0 /®cAs M X 907.9 \ --- --- -X0 6-X-------------- --906.36 907.50 / 905 _ 9os I - ----------------------------- -----\--- os--- 906 66 905.861 I 0.50 _I \\ `,.,� 0.50% 9cpBMHI I �� 6 5. FOF / / I - - -T \ X-,905.4 O \ 06, 906. 7 X 907.7 X 1 (1- - ---- � X 906.4 905.0 �� 9 8.30 ��`I X90 \ 905.7 X -______-__-r{ 9t}-� ----- --- 1 /97 U - -� •� 9 7.80 I �� �_.-''---________ 1 I \ 908.60 --_ IZ m uj / H Q S� 9091 Io\ o�cp I 903.5 917.3 ZC O - C Zi Z 1 w C v m 9.30 W TF I "00 I I I I - I4 Io 4 ,5W v B.M. I o, TNH 910.-6 .� 9090�� I X 90 / tl 09.50 4�, v \ Off° I I pJ OAT' EC dOX PIED PECSO .50 / 9 .00 ✓ 9.42 12� 90 2 o°� I I> / 909 v m I� -- LL /v\ N - / �00 a ~ 3 \ I 6 910.4 X T POL L T I / OVF� qo r o 4> ,, -N o�pg • I / r EL PED T POLE X 910.6 908.00 - -_ ---I--- TNH-908. 6 908 =906- I I------------ W 905.7 X 907. X 906.2 o I I < J \ 909.10 f N IX 906.y I X 906.1 z \ 908.50 908.60 X 906.8 X 6.6 \ I w O q(1R n0 I I I TQC \ 0.00% Go 1 i 905.6 / Z 0.20 909 1 oy91o.20 Q 7 O le X 907.1 / 2i°� 909.70 / O I I I 1 7 -1 907- CL I I • I I� I /� `1 1' X 907.3 HP 016.171 I 1 X 0 .4 • ,. PROPOSED INTERNAL 1 9 9 5 o X 907.2 0 671 1 \ O S x 905 ROOF DRAIN �\ cA LL. / • �.7 X S�BUILDG DISCHARGE TO 1 11 1 \ -� PAVEMENT ° o��° I 1 U • 7 909.7 X �'t' - J 908.1 X 9$ 7 \\ 11 N I I O U r X 908.0 1 i9o� r- 9\ I / 905.5 7,216 Sq. Ft. 9oe� 1 1 I \ 1 I X 907.6 =� X 908.4 \ 1� \ / \ \ 907.7 x I// I I 7L t 909.7 X FFE 909.7 x 9o�.q_ _ I X 908.2 \ / I I EL PED � I I \ In INTERNAL I 1 i EL PED 1 ROOF DRAIN o I` - O \`90 I X 9065 I DISCHARGE TO - , PAVEMENT I I 906.3 / 909.7 X X 908.6 X 908.5 X 909.7 906.1 - - - - - - - - - - - �Z_z -"12 l- - - ° x 90 TYP. CONC. I \ I X 909.3 sOQ VALLEY GUTTER x 9os.8 0.50% 908.7 31 90.81 0.50% 909.8 X - \ SIJ I 909-908.77 908.2 908.07 908 1907.77 I I 7 .� g\0' 908.27 X 909.8 907.7 907. 909 7 SILT FENCE X 909'7 S.M.H. N 909.4 1 ) RE 906.67 O @ X 910.3 X 910.6 X 910.4 X 909.8 PROPOSED 6 1/2 STREET TO BEI COMPLETED BY CITY - - - - / a_ / 910.4 X 909.1 X X 909.7 X 906.3 N 1� CIO / 1 910.9 X °a/ 6 6 X910.4 X909.8 / °' \ 1 X 910.7 / / ��-PP \ O \ EL IP DCB 15" RC CL,3 @ 2.12% C FL 906.12 / X 909.6 I 1 IE 902.82 \ \ � T C �^ \� I 906.9 ! I X 908.7 907.2 X 910.5 X910.4 X 910.7 X 910.5 I A I I I I I N I I I -I- n I Jn r\ r\ I -I- I n I V V I I I I / L_ I / I V / / \ L/ L/ I I I / I V Q J 0 20 40 60 Li - F- SCALE IN FEET Q QO D LEGEND ___962-_ EXISTING CONTOURS 0 0 0 0 3 I o __962PROPOSED CONTOURS Q N 0' CID x 962.58 EXISTING SPOT ELEVATION N II o � X 962.5 PROPOSED SPOT ELEVATION m DD DD EXISTING STORM SEWER m m o o ►► ►► PROPOSED STORM SEWER w c0 � v z F- (n Q W X J Q w 0' _ 3: w _ D D EXISTING SAN SEWER o 0 o c' o F- Li - Q) Q PROPOSED SAN SEWER u E 'o Z' ro EXISTING WATER LINE °--0 O a) �' -0 Q) - PROPOSED WATER LINE 0 L_ .° a o LJ z - - - PROPOSED SILT FENCE Q E Q u ° w 41 0-0- J In (n C) Q Q-0� O U �a)>,_� 0 U E O O N (D 0 a) ' -0- a) +� Q)0 C� o U O+ W O (n O M 10 FURNISH, INSTALL, MAINTAIN, AND REMOVE ROCK CONSTRUCTION ENTRANCE PAD. h e O TYP. CURB DROP/END SECTION. 30 FURNISH, INSTALL, MAINTAIN, AND REMOVE CATCH BASIN PROTECTION (WIMCO). ® RELOCATE HYDRANT & VALVE 8 NORTH y W/6" 90° BEND. N w O 50 RELOCATE ALL EXISTING UTILITIES, IE PIPE, N CABLE, ENCLOSURES & TRANSFORMER(S). © PLACE SILT FENCE AROUND PERIMETER AS e SHOWN. `, co h O STORM SEWER MANHOLES CBMH I (48110) CASTING R-3246 W/GRATE RE 905.86 IE 902.44 SUMP 900.44 CBMH2 (48110) CASTING R-3246 W/GRATE RE 907.27 IE 902.93 SUMP 900.90 W (n O W U) Q Z• W J D a- Z 0 W �0 L.L Z � Q j o � Qf 0 20 40 60 Li - F- SCALE IN FEET Q QO D LEGEND ___962-_ EXISTING CONTOURS 0 0 0 0 3 I o __962PROPOSED CONTOURS Q N 0' CID x 962.58 EXISTING SPOT ELEVATION N II o � X 962.5 PROPOSED SPOT ELEVATION m DD DD EXISTING STORM SEWER m m o o ►► ►► PROPOSED STORM SEWER w c0 � v z F- (n Q W X J Q w 0' _ 3: w _ D D EXISTING SAN SEWER o 0 o c' o F- Li - Q) Q PROPOSED SAN SEWER u E 'o Z' ro EXISTING WATER LINE °--0 O a) �' -0 Q) - PROPOSED WATER LINE 0 L_ .° a o LJ z - - - PROPOSED SILT FENCE Q E Q u ° w 41 0-0- J In (n C) Q Q-0� O U �a)>,_� 0 U E O O N (D 0 a) ' -0- a) +� Q)0 C� o U O+ W O (n O M 10 FURNISH, INSTALL, MAINTAIN, AND REMOVE ROCK CONSTRUCTION ENTRANCE PAD. h e O TYP. CURB DROP/END SECTION. 30 FURNISH, INSTALL, MAINTAIN, AND REMOVE CATCH BASIN PROTECTION (WIMCO). ® RELOCATE HYDRANT & VALVE 8 NORTH y W/6" 90° BEND. N w O 50 RELOCATE ALL EXISTING UTILITIES, IE PIPE, N CABLE, ENCLOSURES & TRANSFORMER(S). © PLACE SILT FENCE AROUND PERIMETER AS e SHOWN. `, co h O STORM SEWER MANHOLES CBMH I (48110) CASTING R-3246 W/GRATE RE 905.86 IE 902.44 SUMP 900.44 CBMH2 (48110) CASTING R-3246 W/GRATE RE 907.27 IE 902.93 SUMP 900.90 W (n Q W � Z• a- Z V Q �0 L.L Z � Q j o � J Y 46 O J W CD Z � � D O Q Q � WCD m SHEET N0. / 6 OF / 8 r_ Call 48 Hours before digging GOPHER STATE ONE CALL Twin Cities Area 651-454-0002 MN. Toll Free 1-800-252-1166 PROJECT NARRATIVE OWNER/DEVELOPER NEW RESOURCES, LLC 630 PROCTOR A VE. NW ELK RI VER, MN 55330 (763) 441-2383 CONTACT: KEN BEAUDRY STATE OF MINNESOTA POLLUTION CONTROL AGENCY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NOTES • THE PROJECT CONSISTS OF PREPARATION OF EXISTING RESIDENTIAL LOTS FOR A SINGLE COMMERCIAL SERVICE TRUCK STORAGE/REPAIR FACILITY. WORK INCLUDES GRADING, SEWER & WATER SERVICE, STORM SEWER AND PARKING LOT, AND CONSTRUCTION OF NATURAL GAS, ELECTRICAL, CABLE TV AND COMMUNICATION SYSTEMS. • REQUIREMENTS OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (N.P.D.E.S.) / STATE DISPOSAL SYSTEM (SDS) PERMIT PROGRAM TAKE PRECEDENCE OVER THE PLANS AND THESE NOTES. RESPONSIBILITY REQUIREMENTS • THE PERMANENT STORMWATER MANAGEMENT SYSTEM IS THE PROPOSED INFILTRATION BASIN WITH AN OVERFLOW OUTLET TO THE CITY STORM SEWER SYSTEM. • THE OWNER/DEVELOPER AND CITY WILL HAVE RESPONSIBILITY FOR LONG TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORM WATER MANAGEMENT SYSTEM. • OWNER DEVELOPER REPRESENTATIVES WILL HAVE RESPONSIBILITY FOR IMPLEMENTATION OF THE SWPPP BEFORE AND DURING CONSTRUCTION. • THE CONTRACTOR SHALL PROVIDE THE OWNER/DEVELOPER WITH A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS ON SITE TO ENSURE THAT THE SWPPP WILL BE IMPLEMENTED AS FOLLOWS: GRADING CONTRACTOR: PENDING BUSINESS NAME KEN BEAUDRY 763-441-2383 CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) STREETS & UTILITIES CONTRACTOR: PENDING BUSINESS NAME KEN BEAUDRY 763-441-2383 CONTACT PERSON TELEPHONE (INCLUDE AREA CODE) • THE CONTRACTOR SHALL FOLLOW THE IMPLEMENTATION SEQUENCE AS SHOWN ON THIS SHEET. • CONTRACTOR TO ADHERE TO ALL REQUIREMENTS OF THE MINNESOTA POLLUTION CONTROL AGENCY N.P.D.E.S. PERMIT, INCLUDING THE REQUIREMENT TO MINIMIZE THE AREA DISTURBED BY GRADING AT ANY GIVEN TIME AND TO COMPLETE TURF RESTORATION WITHIN THE TIME REQUIRED BY THE PERMIT AFTER COMPLETION OF GRADING OF AN AREA. • ALL BEST MANAGEMENT PRACTICES (BMP'S) SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. • A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. EROSION PREVENTION PRACTICES • THE CONTRACTOR SHALL IMPLEMENT CONSTRUCTION PHASING, VEGETATIVE BUFFER STRIPS, HORIZONTAL SLOPE GRADING, AND OTHER CONSTRUCTION PRACTICES THAT MINIMIZE EROSION. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. • ALL EXPOSED SOIL AREAS WITHIN 200 FEET OF A SURFACE WATER OR ANY STORMWATER CONVEYANCE SYSTEM WHICH IS CONNECTED TO A SURFACE WATER MUST BE STABILIZED WITHIN 7 DAYS (STEEPER THAN 3:1 SLOPES), 14 DAYS (ALL OTHER AREAS). THESE AREAS INCLUDE POND SIDE SLOPES, EXPOSED SOIL AREAS WITH A POSITIVE SLOPE TO A CURB AND GUTTER SYSTEM, STORM SEWER INLET, DRAINAGE DITCH, OR OTHER SYSTEM THAT DISCHARGES TO A SURFACE WATER. • THE NORMAL WETTED PERIMETER OF ANY DRAINAGE DITCH MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE POINT OF DISCHARGE TO ANY SURFACE WATER (WITHIN 24 HOURS OF CONNECTING TO A SURFACE WATER). • PIPE OUTLETS MUST BE PROVIDED WITH TEMP. OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. SEDIMENT CONTROL PRACTICES • SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT ENTERING SURFACE WATERS. DITCHES AND SEDIMENT BASINS REQUIRE SEDIMENT CONTROL PRACTICES ONLY AS APPROPRIATE FOR SITE CONDITIONS. IF DOWN GRADE SYSTEM IS OVERLOADED, ADDITIONAL UPGRADE PRACTICES MUST BE INSTALLED, AND THE SWPPP MUST BE AMENDED. THERE SHALL BE NO UNBROKEN SLOPE LENGTH OF GREATER THAN 75 FEET FOR SLOPES WITH A GRADE OF 3:1 OR STEEPER. SLOPES MAY BE BROKEN WITH SILT FENCE, ROCK CHECK DAMS, COMPOST SNAKES, OR OTHER APPROVED METHODS AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. • SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON DOWNGRADE PERIMETERS BEFORE UPGRADE LAND DISTURBING ACTIVITIES BEGIN. • THE TIMING OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT TERM ACTIVITIES. HOWEVER, THESE PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. • CONTRACTOR MUST PROTECT ALL STORM DRAIN INLETS BY APPROPRIATE BMP'S DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. • TEMPORARY STOCKPILES MUST HAVE SILT FENCE AROUND THE PERIMETER OF THE BASE OF THE STOCKPILE AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS OR DITCHES. • VEHICLE TRACKING MUST BE MINIMIZED BY BMP'S. STREET SWEEPING MUST BE USED IF SUCH BMP'S ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. CLEANUP OF TRACKED DEBRIS MUST BE COMPLETED WITHIN 12 HOURS OF OCCURRENCE. • CONTRACTOR MUST INSTALL TEMPORARY (OR PERMANENT) SEDIMENTATION BASINS WHERE TEN OR MORE ACRES OF DISTURBED SOIL DRAIN TO A COMMON LOCATION AND/OR AS SHOWN ON THE EROSION CONTROL PLAN. DEWATERING AND SURFACE DRAINAGE • DEWATERING OR ANY TYPE OF SURFACE DRAINAGE THAT MAY HAVE TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE DISCHARGED TO A SEDIMENT BASIN ON THE PROJECT SITE WHENEVER POSSIBLE. IF THE WATER CANNOT BE DISCHARGED TO A BASIN PRIOR TO ENTERING THE SURFACE WATER, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S SUCH THAT THE DISCHARGE DOES NOT ADVERSELY AFFECT THE RECEIVING WATER OR DOWNSTREAM LANDOWNERS. THE CONTRACTOR MUST ENSURE THAT DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. THE DISCHARGE MUST BE DISPERSED OVER NATURAL ROCK RIPRAP, SAND BAGS, PLASTIC SHEETING, OR OTHER ACCEPTED ENERGY DISSIPATION MEASURES. • ALL WATER FROM DEWATERING MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION, OR INUNDATION OF WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACT TO THE WETLAND. INSPECTIONS AND MAINTENANCE • THE CONTRACTOR MUST APPOINT SOMEONE TO INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF GREATER THAN 0.5 INCHES IN 24 HOURS. ALL INSPECTIONS MUST BE RECORDED IN WRITING AND RETAINED PER M.P.C. A. N.P.D.E.S. REQUIREMENTS. (NOTE: LOCAL JURISDICTION MAY REQUIRE MORE FREQUENT INTERVAL OF INSPECTION.) POLLUTION PREVENTION MANAGEMENT MEASURES • SOLID WASTE MUST BE DISPOSED OF PER M.P.C.A. REQUIREMENTS. • HAZARDOUS MATERIALS MUST BE STORED AND DISPOSED OF PER M.P.C.A REGULATIONS. • EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. NO ENGINE DEGREASING IS ALLOWED ON SITE. FINAL STABILIZATION • THE PERMITEE (THE OWNER/DEVELOPER AND THE CONTRACTOR WHO SIGNS THE MPCA NPDES/SDS APPLICATION FOR GENERAL STORM -WATER PERMIT FOR CONSTRUCTION ACTIVITY) MUST ENSURE FINAL STABILIZATION OF THE SITE. A NOTICE OF TERMINATION MUST BE SUBMITTED WITHIN 30 DAYS OF FINAL STABILIZATION. • FINAL STABILIZATION CAN BE ACHIEVED IN ONE OF THE FOLLOWING WAYS: I.) ALL SOIL DISTURBING ACTIVITIES HAVE BEEN COMPLETED AND MORE THAN 70% OF THE SURFACE STABILIZED WITH UNIFORM PERENNIAL VEGETATIVE COVER AND; A. ALL DITCHES ARE STABILIZED; B. ALL EROSION BMP'S (SUCH AS SILT FENCE) MUST BE REMOVED; C. ALL SEDIMENT HAS BEEN CLEANED OUT FROM CONVEYANCES AND SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT BASINS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 2.) FOR RESIDENTIAL CONSTRUCTION, TEMPORARY EROSION PROTECTION AND DOWNGRADE PERIMETER CONTROL FOR INDIVIDUAL LOTS MUST BE COMPLETED AND THE RESIDENCE HAS BEEN TRANSFERRED TO THE HOMEOWNER. ADDITIONALLY, THE PERMITTEE MUST DISTRIBUTE THE MPCA "HOMEOWNER FACTSHEET" TO THE HOMEOWNER. TRANSFER OF RESPONSIBILITY FOR SWPPP • FROM SITE GRADING CONTRACTOR TO STREET AND UTILITY CONTRACTOR: FOLLOWING SITE GRADING COMPLETION, WHEN ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED BY THE SITE GRADING CONTRACTOR AS REQUIRED AND ARE IN WORKING ORDER WITHOUT NEED OF MAINTENANCE, AND ALL MEASURES HAVE BEEN REVIEWED AND ACCEPTED BY THE STREET AND UTILITY CONTRACTOR, EXCEPT FOR TURF RESTORATION WHICH MUST DEMONSTRATE THAT IT IS VIABLY GROWING, THEN THE STREET AND UTILITY CONTRACTOR WILL EXECUTE AN MPCA "APPLICATION FOR PERMIT TRANSFER/MODIFICATION FORM" (AVAILABLE ON-LINE AT WWW.PCA.STATE.MN.US) FOR THE TRANSFERENCE OF RESPONSIBILITY UNDER THE ORIGINAL NPDES PERMIT ISSUED FOR THE PROJECT. 2"x2"x4' WOOD GEOTEXTILE FILTER FABRIC OR METAL "T" POST—A� STAKES CSD 4' O.C. 10' MINIMUM i BACKFILL BURY BOTTOM EXISTING GROUND 8" OF FABRIC PROPOSED — EMBANKMENT SILT FENCE EROSION CONTROL SILT FENCE GENERAL REQUIREMENTS ARCHITECT MARTIN WOODY ARCHITECTS, INC. 26405 SMITHTOWN ROAD SHOREWOOD, MN 55331 (612) 382-2423 �d�Pl�rT�3P1T,lI:iLr1 �1 � 1�I�7�>� • FOR DISCHARGES TO SPECIAL WATERS OR WETLANDS, REQUIREMENTS OF THE GENERAL PERMIT AUTHORIZATION TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER THE N.P.D.E.S./STATE DISPOSAL SYSTEM PERMIT PROGRAM APPENDIX A MUST BE FOLLOWED. • OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK—BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. • ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. • WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. • ESTABLISH A PERMANENT VEGETATIVE COVER OVER ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. BMP'S REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. • ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES. SOME EROSION CONTROLS SUCH AS CHECK DAMS AND TEMPORARY SILT PONDS MAY BE INSTALLED AS GRADING OCCURS IN THE SPECIFIC AREA. THEY SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. • THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS THAT MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. • SLOPES AT 3:1 OR STEEPER, AND/OR WHERE INDICATED ON THE PLANS SHALL BE SEEDED AND HAVE AN EROSION CONTROL BLANKET TYPE 3 INSTALLED OR MAY BE HYDROSEEDED WITH TACKIFER MULCH. • ALL CONSTRUCTION ENTRANCES SHALL BE SURFACED WITH WASHED ROCK ACROSS FULL WIDTH FROM ENTRANCE POINT TO 50 FEET INTO THE CONSTRUCTION ZONE. • INSTALL PERIMETER SILT FENCE AROUND THE DEVELOPMENT ON ALL DOWN GRADIENTS AND AROUND ALL WETLANDS PRIOR TO ANY CONSTRUCTION. • TEMPORARY SEED SHALL BE MNDOT MIX 150 0 40 LBS. PER ACRE OR APPROVED EQUAL. MULCH SHALL BE MNDOT TYPE I(CLEAN OAT STRAW) CSD 2 TONS PER ACRE AND DISK ANCHORED IN PLACE OR APPROVED EQUAL, INSTALLED TO MINIMUM 90% COVERAGE OF THE SURFACE AREA DISTURBED OR HYDRAULIC SOIL STABILIZER TYPE 5 MNDOT 3884. • PERMANENT TURF RESTORATION IS IN ACCORDANCE WITH THE LANDSCAPE PLAN BY OTHERS. • IMMEDIATELY FOLLOWING SITE GRADING OPERATIONS AND PRIOR TO THE INSTALLATION OF UTILITIES, THE ENTIRE SITE (EXCEPT ROADWAYS) SHALL HAVE BEEN SEEDED AND MULCHED AND SILT FENCE SHALL HAVE BEEN INSTALLED AROUND ALL PONDS. • ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. • ALL BMP ITEMS AND QUANTITIES ARE CONTAINED WITHIN THE BID PROPOSAL CONTAINED IN THE PROJECT MANUAL (SPECIFICATIONS) FOR THIS PROJECT AND ARE INCORPORATED HERE -IN BY REFERENCE. CIVIL ENGINEER OLIVER SURVEYING & ENGINEERING, INC. 580 DODGE AVENUE ELK RIVER, MINNESOTA 55330 PHONE.- (763) 441-2072 FAX. • (763) 441-5665 CONTACT.- ROSS D. ABEL, PE SURVEYOR, OLIVER SURVEYING & ENGINEERING, INC. 580 DODGE AVENUE ELK RIVER, MN 55330 PHONE. (763) 441-2072 CONTACT. LYNN CASWELL, LS DEVELOPMENT SUMMARY Lot 1, Block 1 TOTAL PARCEL AREA: 70,933 Sq.Ft. L63 Ac. TOTAL DISTURBED AREA = 1.56 ACRES TOTAL AREA FOR TURF RESTORATION = 0.16 ACRES EXISTING IMPERVIOUS AREA = 0.22 ACRES NEW IMPERVIOUS AREA = 1.18 ACRES LOCATION: LAT. 45.3086; LONG. —93.5779 SPECIAL WATERS SEARCH 2/27/2017 MISSISSIPPI RIVER—FECAL COLIFORM; FISHES BIOASSESSMENTS MERCURY IN FISH TISSUE. LOWER ORONO—MERCURY IN FISH TISSUE; NUTRIENT EUTROPHICATION. MISSISSIPPI RIVER—ORVW SCENIC AND RECREATIONAL. PERMIT I.D. NUMBER: Pending ISSUED: Pending IMPLEMENTATION SEQUENCE I. INSTALL STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL PERIMETER SEDIMENT CONTROL DEVICES (SILT FENCE) 3. CONSTRUCT STORMWATER INFILTRATION AREAS 5. COMPLETE SITE GRADING 6. STABILIZE DENUDED AREAS AND STOCKPILES WITHIN TIMEFRAME LISTED IN EROSION PREVENTION PRACTICES 7. INSTALL UTILITIES, STORM SEWER, STORM DRAIN INLET PROTECTION, CURB & GUTTER, & PAVING 8. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE STABILIZED, REMOVE ACCUMULATED SEDIMENT FROM INFILTRATION AREAS, REMOVE SEDIMENT CONTROL BMP'S, AND RESEED ANY AREAS DISTURBED BY THEIR REMOVAL. UNIVERSITY OF MINNESOTA Ra, @� Design of Construcfl PP (May 31 2419) IVIIIUUL ypu Geotextile Separator ROCK CONSTRUCTION ENTRANCE (E-04) Sec. 33, T. 33, R. 26 Elk River, Minnesota No Scale �k I School I Street VICINITY MAP EROSION CONTROL SCHEDULE 1. IMMEDIATELY FOLLOWING GRADING OF SLOPES 3:1 OR GREATER, SLOPES MUST BE STABILIZED WITH WOOD FIBER BLANKET (OR OTHER METHOD APPROVED BY THE ENGINEER) OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED, AT WHICH TIME IT SHALL BE REMOVED. FOR PROPOSED PAVED SURFACE AREAS, THE CONTRACTOR MAY REMOVE NECESSARY SILT FENCING TO CONSTRUCT ROADWAYS WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREAS. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF A MINIMUM OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND ROADWAY CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED WITHIN 14 DAYS AFTER COMPLETION OF FINAL GRADING OR AFTER 14 DAYS OF GRADING INACTIVITY. EROSION CONTROL MAINTENANCE PROGRAM 1. INSPECT SILT FENCES IMMEDITATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING A PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. SEDIMENT REMOVAL -SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE BARRIER. 3. REPLACEMENT -FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER. 4. IN TEK)S6 AREAS WPIDRB WOODFIBEIR BLANKET OR OTIBIR SLOPE STABILIZATION METHOD HAS FAILED, THE SLOPE WALL BE RE-ESTAB USIM, SEED ABD TOPSOIL REPLACED, AND ADDMONAL SLOPE TREATMENT INSTALLED. DEFLECTOR PLATE OVERFLOW — CENTER OF FILTER ASSEMBLY OVERFLOW ® — TOP OF CURB BOX 10" FILTER ASSEMBLY CG -23 HIGH—FLOW HIGH—FLOW FABRIC Material: I. The Road Drain—Curb & Gutter model consists of a reusable, open topped receptacle that sets inside the strom sewer grate. An incorporation rear deflector plate is connected to the receptacle directing the water into the basin for filtration. 2. The Road Drain—Curb & Gutter model has a replaceable filter cartridge. 3. The Filter media shall meet all local specifications for inlet protection. Maintenance: I. Check Filter media after each rain event. Clean or replace if sediment clogs filter. 2. Remove sediment and debris from the receptacle after each rain event. INLET PROTECTION — WIMCO (MODEL CG23) OR APPROVED EQUAL Q CD w Z 1 O m � E O (UQ W J 0 0 Li In > Li Of > O Li z 0 0 0 0 1 0 � o N 3 N I o_ I M m o Z z w O Lj CD 3:U Z 1-- (n Q W U X J Q W 0✓ _ 3: W Q vE o� r0 (D -0 >� ° r0 ���V)V a) � — -0Co°' �Q)O-°a_ o -� wZ Q >-0 O L_ N U 0 -0 - JC 3: :Y -T 0 CJ Q 3: U J N �Q�� o V) U� Q)Q) � >,U 0 U E :3 O N To(DC,L_a) � N N N C D Q)C -arc L_ O C— O N C 41 O i C Q -0owo to O M M h b O h ti w O N �NDb A �- 00 h O SHEET N0. / 7 OF / 8 Z Q J H O W U Lj Lv Z ~ O 0- Z V 0 Z O o� LLJ I— Om J 0 J LLJ > D:f W Lv ~ 0 Q 'ci 3: Q Lj :2 m O 0 SHEET N0. / 7 OF / 8 V) J Q CD w CONC. CURB J an & GUTTER O_ GEOTEXTILE FILTER FABRIC I a_ 2"x2"x4' WOOD 0 C STAKES @ 4' 0. C. 10' MINIMUM Q Lv J MANHOLE DIAMETER BACKFILL 0 w (n BRYOf EXISTING GROUND gU OF BOTTOM Li \ PROPOSED A EMBANKMENT — — — — —� FLOW �— A SILT FEN CE-PREASSEMBLED Q co 3 HANDLING HOOKS AT 1200 SPACING EXPANSION JOINTS CD — - INTEGRAL CAST WITH CURB (TO BE PLACED AS DIRECTED BY THE ENGINEER) w O PLAN z - STORM SEWER INLET STRUCTURE r\ Q Q BD c 0 0 0 0 1 0 A a f, a F �o� �-__01 0 01 48" 511 58" 611 611 / - J N w '^ W 60" 6" 7(2.711 7" 8" N �1 V 72" 711 86" 811 811 -/ rI O 84" 8" 100" 9" 8" I \/(✓ ANCHOR WITH 2 STAKES Q0 96" 9" 114" 9" 8" 24 #4 REBAR (TYP) PER BALE DRIVEN INTO 0 THE GROUND. m m r- � � I\ C 3" j��---� z z CD 3:U w O z 3/4" FT, r 1 / 1 ! � (n Q Q w C� 3: I X LJ J ll HAY OR STRAW BALES w � _ o w I- _ w I 0 ♦ _ _ _ 1 — —t— 2 3_1" :.. �..T ;.• U E 0� ' A g f, a TEMPORARY BARRIER OF BALES TO PREVENT SEDIMENT Q �� 27" - ► 3 HANDLING HOOKS 1 1 48 5 1 58 11 9 18" 18" FROM ENTERING THE STORM SEWER SYSTEM. -0 ° � co � .• AT 1200 SPACING 6011 611 7211 911 ^-0 C O N Q) 0 L_ _F — A _ 72" 7" 86" 9" SECTION A-A0 ° Q > w z r r 84" 8" 100" 9" BASIN PROTECTION -0 o a) L_ a) a_ N U NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. 41 p J NOTE: SLAB SHALL BE DESIGNED FOR AASHTO, H. S. 20 LIVE LOADS. + � v — Q - U J N STANDARD CIRCULAR MANHOLE SLAB TOP (D-05) STANDARD RECTANGULAR MANHOLE SLAB TOP (D-06) CONCRETE VALLEY GUTTER (R-09) EROSION CONTROL SILT FENCE & C.B. PROTECTION (E-02) Q� UCN 0� )QL U L- E O N TO O O N C + N N C — L_ O O -C O i C — U O+ W O (n 6 O M h b h p�O 611 I/2 R 1 3 bo w p 3 R a 3 R TOP BIT. MAT 3/T. 4 PER Fcli - • 1/2 R I • cliW. tz. BASE • �` / SAME ELEV. FINISHED GRADEW 4 .... .�.. " ' .• `��� • : . Hard surface 811 public road VARIES s VARIES / VARIES \ / VARIES VARIES OUTFALL GUTTER A • .. .. S o, 18" 4:1 ?jj 2-10% PE W=12" 8612 . ..a :.' 'ia.• ., w CONCRETE CURB & GUTTER w 6" minimum SLOPE TO MATCH /" „ 6 I/2 R NOTE: CURB CUT TO BE CONSTRUCTED AT LOCATIONS AS SHOWN ON SITE Z Q • As EXISTING MAX. 3: I 2"BITUMINOUS WEAR COURSE (2360) PLAN. COST OF CUT TO BE INCIDENTAL Z W Required TACK COAT �:• . • • '.. • TOP BIT. MAT I TO B6 DESIGN CONCRETE CURB AND GUTTER. O W 2' minimum 2"BITUMINOUS NON–WEAR COURSE (2360) 8" CLASS 5 AGGREGATE BASE 3/8SL 3"R 3� :• 3"R. OPE 3/4" PER FT. CONCRETE CURB CUT W O ' ° 2"-3"washed rock " �~.. .' d: I/2"R* I I Q MnDot Geotextile Type V �- Separator APPROVED SUBGRADE a I •! BASE N `� 1 o J Y O w W ' CONTRACTION JOINT Q W STANDARD GUTTER M PAVEMENT EDGE ROCK CONSTRUCTION ENTRANCE (E-04) TYPICAL STREET SECTION—URBAN (R-01) "B" TYPE CONCRETE CURB & GUTTER (R-05) CONCRETE CURB END SECTION (R-07) SHEET NO. / 8 OF / 8