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HomeMy WebLinkAbout2012-130 Council Resolution CITY OF LINO LAKES• RESOLUTION NO. 12-130 RESOLUTION APPROVING CONDITIONAL USE PERMIT TO ALLOW A MOTOR FUEL STATION AT THE PROPERTY LOCATED ON THE NORTHEAST CORNER OF LAKE DRIVE AND MAIN STREET WHEREAS, Grant Rademacher has submitted a request to the City for a conditional use permit to allow for the construction of a motor fuel station(Bill's Superette) located on the property located on the northeast corner of Lake Drive and Main Street; and WHEREAS,the legal description of the property(Subject Property) is: All of Lots 5, 6 and 7, Forest View Acres and those parts of the vacated service road and Lot 1, Forest View Acres, lying South of the North line of Lot 5 extended Westerly to the highway right of way,Anoka County, Minnesota and lying southeasterly of the northwesterly 30 feet of said Lot 1; and WHEREAS, staff has prepared a review of the plan set, dated September 7, 2012, most recently revised November 7, 2012; and WHEREAS,the Planning and Zoning Board held a public hearing on November 14, 2012 and unanimously recommended approval with conditions; and WHEREAS,the City Council of the City of Lino Lakes makes the following findings: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. b. The proposed development application is compatible with present and future land uses of the area. c. The proposed development application conforms to performance standards herein and other applicable City Codes subject to conditions of approval. d. Traffic generated by a proposed development application is within the capabilities of the City. e. The proposed use will not involve uses, activities,processes, materials, equipment and conditions of operation that will be detrimental to any persons,property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. f. The proposed use will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. g. The proposed use meets the standards regarding architecture, setbacks, lighting,height, dust control, landscaping, circulation,parking, noise, and outside storage specifically set forward for motor fuel stations. NOW,THEREFORE,BE IT RESOLVED THAT the Lino Lakes City Council approves the conditional use permit to allow a motor fuel station (Bill's Superette)on the Subject Property, subject to the following conditions: 1) Submission of a revised plan set that incorporates the comments from the City Engineer regarding stormwater management; 2) Obtain all necessary permits from the Rice Creek Watershed District, and provide a copy of that permit to the city; 3) Pond areas must be planted with a native seed mix acceptable to the city and managed for a minimum of three years by an approved city contractor; 4) Bollards are installed at the terminus of each parking space on the site plan, and that raised curbing is installed on the north side of each building; 5) The proposed buffer fence shall be setback a minimum of 10 feet or to the extent possible so as not to impede drainage from the swale. The purpose of the setback is to allow for ease of maintenance; 6) The landscape plan is revised to indicate additional buffer plantings along the eastern property line (where existing trees are incorrectly shown) and include screening around the propane tank; 7) All outstanding land use fees or escrows shall be paid in full prior to issuance of a building permit; BE IT FURTHER RESOLVED THAT the following conditions apply to the on-going use of the property as a motor fuel station: 1) Canopy illumination level shown on the photometric plan shall be allowed between 5:00 a.m. and 11:00 p.m. Outside of these hours,the fuel pumps may operate but the canopy light level shall be significantly reduced to approximately 10 percent of full illumination; 2) Canopy light is restricted to only the lighting of the pump island area, and that the canopy itself is not backlit and does not have lighting on it; 3) The public address system shall be limited to an intercom system and shall not play music or advertising; 4) Any video advertising devices integrated into the fuel pumps shall be inaudible from the surrounding properties and rights-of-way. 5) Future reconstruction of CSAH 14 and CSAH 23 will include raised channelization, so both development access points will become right in/right out access points at such time. Adopted by the Lino Lakes City Council this the 10ffi day of December, 2012. The motion for the adoption of the foregoing resolution was introduced by Council Member o'nnnnell and was duly seconded by Council Member Roeser and upon vote being taken thereon,the following voted in favor thereof: O'Donnell, Roeser, Rafferty, Stoesz, Reinert The following voted against same: none Whereupon said resolution was declared duly passed and adopted. Jeff Reinert, Mayor ATTEST: Julie artell, Cit Clerk • a COUNTY OF . ANOKA Public Services Division i= HIGHWAY DEPARTMENT 1440 BUNKER LAKE BLVD. N.W., ANDOVER, MINNESOTA 55304-4005 - 763 862-4201 `. (763) 862-4200 FAX ( ) "Our passion is your safe way Home." November 2,2012 Mike Grochala City of Lino Lakes 600 Town Center Parkway Lino Lakes,MN 55014-1182 Re: Site Plan- Biil's Superette Dear Mike, We have reviewed the site plan for Bill's Superette,to be located in the northeast quadrant of CSAH 14 (Main Street)and CSAH 23 (Lake Drive)within the City of Lino Lakes,and I offer the following comments: Based on a review of the current right of way information,it has been determined that the existing • right of way along CSAH 23 adjacent to this site equals 70 feet,which should be adequate for future reconstruction purposes. However,the existing right of way along CSAH 14 adjacent to this site equals 60 feet,which will not be adequate,as 75 feet of right of way will be required for future reconstruction purposes. Consequently,an additional 15 feet of right of way along CSAH 14 adjacent to this site should be dedicated to Anoka County.If the additional right of way cannot be dedicated through the City's_site plan process,the setbacks to buildings,structures,etc. should take the future right of way needs along CSAH 14 into consideration.Contact Curt Kobilaresik,Engineering Program Manager(email:Curt.Kobilarcsik@—co.anoka.mn.us ,phone:763.862.4223)should you have questions regarding right of way for this site plan. The site plan proposes 1 new access point onto CSAH 14 and I new access point onto CSAH 23. It should be noted that while neither access point meets current access spacing-guidelines, denying access to the county highway system for this.parcel is not an option as there are no local roadways available for the site to gain access from. Given the close proximity of the access points to the CSAH 14/CSAH 23 intersection, they do have the potential to be problematic from a safety perspective. Consequently,construction of a NB CSAH 23 right turn lane and a WB CSAH 14 right turn lane at the new access points for this site will be required to be completed by the developer/City in conjunction with this development. At some point in the future, both CSAH 23 and CSAH 14 will be reconstructed to include raised median channelization, so both access points will become right in/right out (RI/RO) access points when medians are constructed. The right of access along the remaining portions of CSAH 14 and CSAH 23 should be dedicated to Anoka County. It appears that there are sight distance deficiencies for the Intersection Sight Distance Requirements on CSAH 14 and CSAH 23 at the proposed accesses,with the obstruction being bushes. It is anticipated that the bushes will be removed as a part of the site development. Please note no signs or plantings • will be permitted within the county right of way. In addition,care should be exercised when locating buildings, structures, plantings, berms, etc. outside of the county right of way, so as not to create any new sight distance obstructions at the access points. Affirmative Action /Equal Opportunity Employer • The ACHD Engineering Plan Review Process will apply to this site plan. Calculations must be provided along with a grading and erosion control plan that delineates the drainage areas for this site. The post-development rate/volume of runoff must not exceed the pre-developed rate/volume of runoff for the 10-year, critical design storm. An engineering plan review fee estimated at$500.00 will apply for this development. Contact Brett Voth, Engineer III (email: Brett.Voth@co.anoka.mn.us ; phone: 763.862.4263),should you have any questions regarding the ACHD Engineering Plan Review Process for this site. Following completion of the ACHD Engineering Plan Review Process,the ACHD Permit Process can begin. Two Access Permits (Commercial Access Permits =$250/each = $500.00 fee) and two ROW Permits(ROW Permits=$150/each= $300.00 fee)will be required and must be obtained prior to the commencement of any construction. Contact Terri Vaughan, Permit Technician, (email: Terri.Vaughan@co.an.oka.mn.us ; phone: 763.862.4239) for further information regarding the permit process,or view the information online at: littp://ww2.anokacoum.us/v3,.us/v3_hiahway//permits.asox. Thank you for the opportunity to comment. Feel free to contact me if you have any questions regarding this review. • Sincerely, Jane K.Rose Traffic Engineering Manager xc: File: CSAH 14+CSAH 23/Plats+Developments/2012 Curt Kobilaresik,Engineering Program Manager Larry Hoium,County Surveyor Randy Bettinger,Traffic Engineering Coordinator Josie Scott,Traffic Engineering Technician Terri Vaughan,Permit Technician Brett Voth,Engineer III Recommendations of the Lino Lakes Environmental Board October 24t`, 2012 Bill's Superette The following recommendations were made by the Lino Lakes Environmental Board concerning the Bill's Superette project on Lake Drive and Main Street: • In the Landscape Plan change the Sugar maples and Lindens to a species more adapted to droughty soils. Recommendations for substitution species include, but are not limited to Oaks, hackberry, disease resistant American elms such as Princeton, Heritage, Accolade or New Horizon, and Red maple. • Find a lower growing plant to substitute for the Alpine current in the parking lot island. Plants should not exceed 22 inches. • Move trees inside Great River Energy power line easement out to at least 35 feet. Otherwise obtain an encroachment agreement with Great River Energy. • Demonstrate how future buffer requirements will be addressed in the "phantom"parking lot areas should the parking spaces be used. • CPTED review must be submitted. • All sod areas must be irrigated. • Developer showed interest in changing the top vegetation to a native fescue instead of recommended Blue Gramma. The County.is planting native Blue Grama on the top side of their pond. Staff recommended similar material; however, native fescue would work. • Tree preservation measures must be shown for adjacent property trees that have dripline within the project limits. The tree preservation plan should also have tree identity numbers depicted on the tree preservation map. • SWPPP notes, on the construction details must include the name and phone number of the person responsible on site for SWPPP implementation. The phone number must be a 24 hr accessible number. The plan must show the location on site of the SWPPP plan, and all required inspection sheets. • Recommend removal of infiltration pond rock bottoms • • Recommend changing the clay lined pretreatment ponds to a storm chamber type of oil grit separator large enough to accommodate the water volumes generated on the site and include the 800 gal oil capture capacity as required by city code. • Recommend soli borings to verify that all infiltration areas including swales are not in the SoA soil type. • Recommend that the site meet the .5 inch infiltration requirement to the extent possible, and a variance given from RCWD to the project for remainder of this requirement not attainable. • Recommend that as a part of their MS4 requirements that maintenance plan and yearly inspection submittal to the city be submitted for all storm water features on the site. • Recommend that the second well shown registered to the original owner in the county well point index be located and sealed if it can be located. This well point is located on the eastern property line. Lino Lakes Police Department Memo To: Chief John Swenson From: Officer William Owens CC: Sergeant Mike Rumpsa Date: September 12,2012 Re: CPTED Review After reviewing the plans there are no obvious drastic public safety problems. However there are some things which may require some more attention or explanation. • Is the"C"store a 24 hour operation? • Will the car wash operate 24 hours a day or have a closing time? Traffic: • The City should consider the results of a traffic study on Lake Drive and on Main Street to determine if the new driveways will cause traffic congestion. A solution would be to add a turn lane on westbound Main Street leading up to the driveway and a passing lane for eastbound Main Street on the south side of the roadway. The same should be considered for the Lake Drive driveway. • Within the lot,we should be aware of the car wash and the issues it will present in the winter. The water which drips from cars as they leave the wash will freeze onto the road. If vehicles cut through the parking lot between the gas pumps and the gas station it could present a slipping hazard to-people walking from the pumps to the gas station and a hazard to passing motorists. Natural SurveiNance: • There are no windows on the south side or east side of the gas_station which will inhibit natural surveillance into and out of the business. By adding a set of windows we could alleviate this. This is particularly a concern for the east side because that is where the trash enclosure is. As it stands now, employees are taking the trash out and are concealed by the tree line and no windows. • For the liquor store,there is only one set of windows on the building,which incorporates the front door. I would recommend adding more windows to increase natural surveillance. • Encourage both the C store and the Liquor store to limit advertisements placed on glass doors and window that block natural surveillance into the businesses. Camera's/Locks • 1 would like to view a camera/security outline when available • Locks should be an anti-spreading type and have dead bolt capability. 1 Snow Removal: • Snow removal can be a concern with this type of design. If they are going to pile the snow on-site we should be conscious of where it is being stored. We want to avoid storing the snow in area which will obstruct the view of traffic entering and exiting the complex. Additionally, we want the snow to be stored in an area which does not affect the natural surveillance of the parking lot. Lighting: • I am unable to read the lighting plan for the business complex as it was not included with the full size plan.A white LED shining down on the lot and canopy should be a good option, as long as it does not alter the color of vehicles when viewed through the surveillance cameras. Wall packs are a good option, but care should be used when installing them to not blind passing motorist and hinder natural surveillance. Pole mounting is the best option as it does not hinder natural surveillance and allows for a more uniform light pattern. • 0 Page 2 Lino Lakes Police Depaitment Memo To: Chief John Swenson From: Officer William Owens CC: Date: September 14,2012 Re: CPTED Recommendation for Bill's Superette's lighting After reviewing the photometric plans for the Bill's Superette project I have an additional recommendation. Within the crime prevention field it is a general recommendation the foot- candle levels around the entrances and exits of a businesses be five foot-candles. As it stands the foot-candle levels for the entrance to the liquor store are between 2.4fc and 1.2fc. I would increase the intensity of the lighting. Similarly,the levels for the gas station are between 2.9fc and 0.5fc. I would also recommend the lighting around the garbage dumpster area be increased to 5fc.The lighting plan for the rest of the property appears sufficient. 1 knf ra ..glneerin0 sunle)AEIQ Plannlnp anerpy Site Development Plans 148M 28M Aw.N.Ste,4 RymouBL Mlnnesom 55447 f/6914761wo falw m 17fi81476.8= fam"le wwwmRa.com for Client 1 • ra CONSTRUCTION� s u - ere a Lino Lakes, Minnesota BIL S SUPERETTE Presented by: Location LINO LAKES, MN Fendler Patterson Construction • Certification I hereby certny that this plan,specification or report was prepared by me under my direct SHEET INDEX supervision and that am a tlury licensed pmf,ss—I ENGINEER under the laws of the rtate SHEET DESCRIPTION of Minnesota. C1.01 TITLE SHEET 01 C2.01 CERTIFICATE OF SURVEY MichaelC.Bra dt Registration No42661 Data:11/19/2012 SITE: C2.02 PRELIMINARY PLAT R applioble,cpn— fpraw lig.ae copy otlhis plan which a avatlablevpon repast rt MFRA,Inc, C3.01 SITE PLAN pYmouM,MNo office. CONSULTANT CONTACT LIST: I C4.01 GRADING PLAN Summary GENERAL CONTRACTOR CIVIL ENGINEER C5.01 EROSION AND SEDIMENT CONTROL PLAN PHASE FENDLER PATTERSON-CONSTRUCTION MFRA INC 1 Ilesgned:MCP Drewn:.ltA 4839 WEST 124TH STREET 14800 28TH AVENUE,SUITE 140 approved:M® Book/Page:nT/ss SAVAGE,MN55378 PLYMOUTH,MN 55447 C5.02 EROSION AND SEDIMENT CONTROL PLAN PHASE III Phase:mEuM Initial lssue:wJw/= TEL952-890-4346 TEL763-476.5010 C5.03 EROSION AND SEDIMENT CONTROL DETAILS - Revision History FAX 952-890-2916 FAX 763-476-8532 EMAIL IPATTERSON@FENDLERPATTERSON.COM EMAILMBRANDT@MFRA.COM *y yp,' C6.01 UTILITY PLAN No.Date By Submittal/Revision CONTACT:IOHN PATTERSON CONTACT:MICHAEL C BRANDT PE. "'" '_' '•�' •' ' '••'••" •" 1 at'sr°i{ A osaoAz sEc wA7ERSNEp coMMENrs C7.01 PHOTOMETRIC PLAN ° 'D/uu rtA CR LOMMENIS C 30.25.12 gR CRT UNDSGpE COMMENTS 1`",I Lrf D 11.07M 1rA C-MWCOMMENTS ferret •' C7.02 PHOTOMETRIC PLAN SURVEYOR C7.03 PHOTOMETRIC DETAILS OWNER/DEVELOPER MFRA INC RADEMACHER COMPANIES 1480029TH AVENUE,SUITE 24o C9.01 CONSTRUCTION DETAILS 14021 ROUND LAKE BLVD PLYMOUTH,MN 55447 C9.02 CONSTRUCTION DETAILS ANDOVER,MN 55304 TEL 763-476-6010 :. TEL763-536-9600 FAX763-476-8532 C9.03 CONSTRUCTION DETAILS CONTACT:GRANT RADEMACHER EMAIL MHAMPTON@MFRA.COM ^*- EMAIL:OM@RADEMACHERCO.COM CONTACT:MARCUS F.HAMPTON RLS. L1.01 TREE AND GROUNDCOVER PLAN Sheet Title L1.o2 sRua PLAN TITLE SHEET ARCHITECT �3 , L2.01 TREE PRESERVATION PLAN DIR ARCHITECTURE INC. LANDSCAPING r. 333 WASHINGTON AVENUE N. MFRA INC " Oak�I � _• SUITE 210 UNION PLAZA 14800 28TH AVENUE,SURE 140 • MINNEAPOLIS,MN 55401 PLYMOUTH,MN 55447 TEL612-676-2796 TEL763-476-6010 VICINITY MAP FAX ITEHO6-2796 FAX ILKTE PEN@ Sheet No. Revision CWHTTEHOUSE@D1R-INCCOM EMAILKTEPPEN@MFRA.COM NO SCALE CONTACT:CHRIS WHITEHOUSE CONTACT:KEVIN I.TEPPEN RLA. C1.01 D Project No. FEN19355 LEGEND — w FOUND MONUMENT -1- WATERMAIN ----- EASEMENT LINE SET MONUMENT -D- SANITARYSEWER RIGHT-OF-WAY ra OMARKED LS 47481 -DD- STORM SEWER = - UNDERLYING LOT ` h (-GUYANCHOR -uE- ELECTRIC TRANSFORMER - SETBACK LINE -`/ +/-M1 / h l\ \. ` { MI UTILITY VAULT -u*- TELEPHONE PEDESTAL CONCRETE CURB / ¢ \' ¢ *q`1 It \ \ `\N.LINE.LOT 5 ' I lLa�w ` ' z `�. - nl ��v 1 wMineBRngs9TY8)dBD pleRBIRO BIISfAy t2 UTILITY POLE -ro- FIBER OPTIC LINE BUILDING LINE ye - - ' S89'S9`35-E 282.41 - SIGN -ox- OVERHEAD WIRE DECIDUOUS TREE / / � - K / _ RID\P Pom m TELEPHONE PEDESTAL -e- CHAIN UNK FENCE - I J3'. FND.OPEN IF 1 \,. _ t --Nt10D FENCE ON LINE 14806 26d1 Ave.N'Sle 140 CONIFEROUS TREE r - \ '\ / / +• I PymoA minn OIB� ®TELEVISION BOX -o- WOOD FENCE > � [ \ / 176M 476.6MO lac M � .. 55447 �.-6.0'aADD FENCE 06�476.601D �R.ah/ \ moo_°—a—D—aJ / wwwmhacom ,. W �;. Pam; ffille DESCRIPTION ;i, / .�� / \.e -\\ — — — _ —_— — — — — _ All of Lots 5,6 and 7,Forest View Acres AND All hose parts of the vacated service road and Lot 1,Forest View Acres,lying South of the North line of i s_ C •-� �' +e'hh <' Client Lot 5 extended Westerl to the highway y \ _y g way right of way,E%CEPTTHEREFROM the following parcels: (a)Parcels 60 and 61,Anoka County Highway Right-of-Way Plat No.17,according to the map or plat / \\ \ \\\ �`�+� thereof on file and of record in the Office,of the Anoka County Recorder. ("� Patterson (b)Parcel 51,Anoka County Highway Right-of-Way Plat No.17,according to the map or plat thereof on t•_` ! / \\// I /- file and of record in the Office of the Anoka County Recorder. -t / \ yh ,� \\ CONSTRUCTION (c)The northwesterly 30 feet of Lot 1,Forest View Acres,lying South of the Westerly extension of the :4 � + '/ / / / a � I." North line of Lot 5,Forest View Acres. LEA a- LOT 5 s 1 PROPERTY SUMMARY / � /'' J= 1.Subject property's address is unassigned,its property Identification number is 04-31-22-33-0036 and ,kr / / �'_ /�, \. 1 \ \ ( ! Project 04-31-22-33-0035. *ehh BI LL1 2.The gross area of the subject property is 4.47 Acres or 294,952 Square Feet. c ' Q� /o /1 /� "• 7 ` 11! '' 3.The subject propertyuzonedGB-GenealBusm s,pertheCityofLinoLakeszoningmap. SUPERETTE BENCHMARKS 1.The vertical datum is based on NAVD88.The originating benchmarks are MNDOT 26RDS and MNDOT 0280M,both referenced from the MnDOT Geodetic Database - < \y \ *h'P� \\ \ \ \ `.\ BENCHMARK#1 ♦�� ...../:,./ I 1 \ *�♦♦ / arb CP The most southerly Anoka County Highway Right-of-Way disk located as the southeast corner of off/ the Property as shown on the Survey.Elev.=909.95. Location BENCHMARK 92 �a I v \ A. - --- R d 1 LINO LAKES MN To nut of fire hydrant located in the northeast quadrant of Lake Drive and Main Street as shown h \ 1(P on the Survey.Elev z915.17. / /a+ro" SURVEY asatox NOTES 1.Bearing system is based on the South line of Lot 7,Forest View Acres,having an assumed bearing of.. %'�" Trr�r / *dye \ s.9 No WIRES TO PP 2.Utility information shown hereon,If any,is a compilation of this map Information and those visible utilities that were looted during the survey fieldwork.The surveyor further does not warrant that the - /ry�' underground utilties shown hereon,tf any,are in the exact location as indicted,although he does / "' • certify that they are loatetl as accurately as Possible from information available.The surveyor has not - / / ' \+. \ / / \ \ \ WELL 1 I I \ physically located he underground utilities.Pursuant to MS 216.D,contatt Gopher state One Call at i �+ /�jr 1651454-0002)prior to any excavation. // 1 v,+//' Q i b i,�� ere\ \.. \ ' `\ \"...\\\ \` 3.Field work was completed on 08/31/2012. / + / // / f {/.,,�f s+s ;�` I \ \\\\D I ' 1 4.No buildings are located on he surveyed property. '/ / .��,',',C/' Certification F \ -` ` .r9� *1 ''1 I hereby cer06/hat his survey,plan or rcporc was ^/ /' prepared W me or under my direct supervismn S.No wetlands were observed on the Surveyed Property. \\�� \ \ ' / �. ,�18 and the am a tluly Licensed LAND SURVEYOR ,f -\"�.� ; �r.r' under he laws of the State of Minnesota. if 6.There are no visible encroachments onto the property. /rs`9S lJ=� 4 \-e, ` `�.� �'/�!� ''\n•'/ 0 ! \ LOT 6 \ aU\ `• -6.'CHAINLINK FENCE VICINITY MAP Marcus F.Harnpton ARegistration No.47481 Data:09/21/2012 EJX certification.ri 1 *s`♦ \ r~ °"pe:. E ' -1 O \ This ceration Is not valorl�:.wets unigned In blue y ' 0 , f 1,F/.e.'Sa'y-rou-+1 ink N aDPliatle,ronlM us for a wet signed copy of v?p I \ I. his surveywhichb,wJ1sbIeuponrequertat MFR1 N.T.S. O• / f p\ Inc..Plymouh,MN office. �� Summary r � M ,I Designed' Drawn: ®\SRE gppmv :MCB Book Page :R7/ss ach i'hase:PREUtA Initial Issue:o9R1/11 Revision History No.Date By Submittal/Revision 0/20/12 SEG WATERSHED COMMENTS L---- V-' --_- /\ \` / ` B 10/15/12 Ink CrrY COMMENTS -\ ) - � C 9r. 1-22 xn CRYIANDSCAPEC0MMENTS r=. 1\`\ 2-STORT HUM D 11.07.12 RA CLIENT COMMENTS -------_------ sis i�,� LOT 7 E / -iBENCIiL1AR1C/2 y ` \ 'tee / / � ' � ice♦ �-�- \ ♦� --------------- �_---- ---------------------------------------- - / d, - =-.R__ �o -�-- I Sheet Title 'N6 CERTIFICATE OF\ / EASEIIQIT FOR POWER lNE PURP PER N0./48129 1I -AND PER PARTIAL RELEASE DOC.N.544244� N895935•w 391.89 I �. - SURVEY RID IP 921�i r`\ • *ems *tea '-_._ lit N:LINE ANOKA COUNTY R F7AT N0.77-''�® -� FND w 9 ox— �` _ s uNt Fa:Esr VIEW ncrsEs N00'00r25•E 70.00 -N8959 35•E 2.45 77�� — — =_ -- — - —Dw— — — — — — — BENICMAW i1 Sheet No. Revision BIT.EDGE- - 'B67B C.C.CURB /w Aj CURB CUT CURB CUT a+qa +4p a CURB CUT ` 2,01 D NORTH v 0 3o w \s SEC.4.TWP.st,ROE 22 MAIN STREET ., „" `i ..,_ L t, SCALE IN FEET - - - - T -- -- - -- - - - - - - - - - - - - - - - - -- - - - - - - - ' Project No. FEN19355 MENEENES LEGEND 0 FOUND MONUMENT RIGHT-OF-WAY ----- EASEMENT LINE -' � � ra~�SET MONUMENT LS — — — UNDERLYING LOT - - - - SETBACK LINE - / NW MAIN LAKE PRELIMINARY PLAT• MARKED 47491 in ry F DESCRIPTION /g SB959'35'E 2OZ41 N.LINE LOT 5—,, enp11 ea9npgBNgfi09 DIBnn100 energy All of Lots 5,6 and 7,Forest View Acres and those parts of the vacated service road and Lot 1;Forest View - / ETA P P91Oi Acres,lying South of the North line of Lot 5 emendedlaspo 28N Ave N,Ste tap Waverly to the highway right of way,Anoka 'J FTg1.OPEN P =. /• •U'. R 4 County,Minnesota and lying southeasterly of the northwesterly 30 feet of said Lot 1. RRAaVALT U7/U rASE1011T 1 FINIToM MlnnesDm 55447 --- ------------- .SB959:L57 T61:t5J , naSa7s.smo EBIBpnone PROPERTY SUMMARY ns3a7s.a53z kcsmue wwwmiracpm 1.Subject property's address is unassigned,its property identification number is 04-31-22-33-0036 and 04-31-22-33-0035. Client O' 2.The gross area of the subject property is 4.47 Ave,or 194,952 Square Feet. ` 3.The subject property Is zoned GS-General Business,per the City of Lino Lakes zoning map. Fpn lewla BENCHMARKS / ,L Ratterson FF. CONSTRUCTION 1.The vertical datum is based on NAVD .The originating bench marks are MNDOT 26RDS and MNDOT g\r OZBOM,both referenced from the MnDOT Geodetic Database It BB BENCHMARK 61 LOT 5 �n I The most southeNy Anoka County Highway Right-of-Way disk.located as the southeast corner of the Property es shown on the Survey.Elev.=909.95. T,•/ l �, '/' 1 =wrY' // --. / $ BENCHMARK 92 _ y^4 Project Top nu[of Rre hydrant located in the northeast quadrant of take Drive and Main Street as shown I on the Survey.Elev.935.37. _ / / BILL'S SURVEY NOTES �. aW J;/ /� / SUPERETTE 1.Bearing system is based on the South line of Lot 7,Forest View Acres,having an assumed bearing of., .� / O ��/ L 0 T 1 V J. 'co vA/ 2.Field work was completed on OB/31/2012. / I ` 2.08 AC I / 3.There are no wetlands located on the property. +6. K/ 90,457 SF ✓ I / VICINITY MAP / '—;� \g� - - -- - - - - - - - - - - - - - - - - - - - r- - Location 2Y / LINO LAKES, MN 23 L I SITE MAIN ST �__— ---- � CS' / I ----- -----------------------J O se9s9:zsE,94.64 a 4 / try // I R S8959'35'E 405.07 RCq / / o / / R �8 Certification L — ------------ � — --------------- �. // / c �� LOT �.... b O a i�9n — — — — — —— — — — — L 0 T 2 2.27 AC 99,746SF Summary Designed:MCB Dravm:JTA Approved:Mm Book/Page:727/55 _ •7 / I I/ I Phase:PRELIM initial 1swe:09/07/2D12 — — — — — — — _ FID rV RevisiNo.Date on History Revision ;J• / .4.-`' �\ III, jjL g Oi I A p9RD/12 SEG WATERNIEDCOMMENTS ppFE I B 20/25/12 JTA On'COMMENTS C 20.25.11 KR CRY UNpSUPE COMMENTS \N I D 11.07.12 RA CUINTCOMMENrS \� �� I \\��o st LOT 7 p� a o N--------------------------- ------------------------------------.. \ I ,�959 P�. ---------------�---- Sheet Title \ �z ------------------- �� \� EASEMENT FOR POWER 161E PURPOSES PER DOD.NO.149129 PRELIMINARY V -AND PER PARTIAL RELEASE DOC.NO.544244- N89'59'35'W 391.89 PLAT / FM P 9235 /35.9i I` ,r N.LINE ANOKA COUNTY R/W PLAT NO.17 S.LINE.FOREST MEW ACRES NOO'OO'25'E 10.00'` FND P 8_5 hem ` -N8959 WE 2.45 / - - - - - - - - - - - - - - - - - - - - - - - - - - J Sheet No. Revision BIT.EDGE NORTH cuRe cut n tt.kB a)- 0m C2.02 � O D 30 60 / S.LINE,SEC.4.TWP.31.RGE 22 "".fil:. .....� Ar r..��, n IY _r II SCALE IN FEET - - - - _- - - - -� - - 'e - - -- - - -- -- Project No FEN19355 —LEGEND PROPOSED EXISTING Rnfra PROPERTY LIMITTIER —-- CURB&GUTTER "'' STANDARD DUTY b EASEMENT ------ -- -- ASPHALT PAVING BUILDING RETAINING WALL o00000000a , WETLAND LIMITS11 --�— HEAVY DUTY enplMBnnpSUNeylnp plennln96nefpy ASPHALT PAVING SAWC E 148M 28M Ave.N.SIB 140 ,L' r SAW T LINE Y o _ _ .s-__`c `r-.--•� _ _- '. __ nnesota 55447 PG CU _` CONCRETE PAVING 6�) - - - - - - G NUMBER PARKING O 17621476.6532 f1431111le / / "1D.Dt "�7 mY'•I v STALLS PER ROW xx tYwxLmflaa;om DEVELOPMENT SUMMARY Client ' B 's I: PARKING ANALYSIS / I ` 29•0 CITY CODE REQUIRED=(1/200 SF) II.�+" oF; K BILLS-8,067= 40 STALLS w G-WILL-13,362= 67 STALLS i•��R■ TOTAL REQUIRED 107 STALLS -- 20 i■- CONSTUCTION 3^w D wxRE ;..•/ / 0 ,� t 'ti•, ;,. PROVIDED R �y g BILLS= 33 STALLS /�%['p� e G-WILL= 53 STALLS /^� -: `,/ 12p / ,x 1$33Y- D 67.3 TOTAL PROVIDED 86 STALLS �31 D • '°� "U FUTURE PARKING= 23 STALLS LIQUOR STORE T8 TOTAL= 1095TALL5 s / / 0 to 13,362SF � BUILDING SETBACKS Project FIE=917.6D F FRONT YARD 40 FEET FROM R.O.W. REAR YARD 30 FEET BI LL`S ; 13 © / k A A 26.b• // SIDE YARD 10 FEET R SUPERETTE PARKING SETBACKS L FRONTYARD IS FEET REAR YARD 10 FEET `. 01 ' 8.D o G SIDE YARD(INTERIOR) 10 FEEr 15:17AP R N m I SIDE YARD(STREET) 15 FEET /10 FT M ZONING / — EXISTING ZONING GB-GENERAL BUSINESS DISTRICT "5 rp ROPO EDZONNG GB GENERAL BUSINESS DISTRICT PROP SED .�0 4 - TD TYP ! 59,6455E 111 ,�' -- _Y-` GREEN SPACE Location YOT PLR TOTAL AREA 189,22525% LINO LAKES, MN 1� PERCENT GREEN SPACE REQUIRED 2Z5.Ys••may r./v PERCENT GREEN SPACE 32°6 rl yA E p DEVELOPMENT NOTES .: u- / / `z3.,� uwEu TO BE A. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST TENTH FOOT. 2.0 LICENSED D - NDONEDAND ry pp. A ') 29.0 DRILLER B— — 11 ALL DIMENSIONS SHOWN ARE TO THE BACK.OF CURB TO BACK 01CURB UNLESS OTHERWISE NOTED,BACK OF CURB IS SHOWN GRAPHICALLY ONLY. • ry^i. "4 ,/ / / 4_"�A o' - i ` #� .I I LJ GAS S C. ALLAREAS ARE ROUNDEDTOTHE NEARESTSQUARE FOOT. 5.0 ,K- ✓ TATIQN F T `D A 8,087 SF ® I I I D. ALL PARKING STALLS TO BE 10'IN WIDTH AND 18'IN LENGTH UNLESS OTHERWISE INDICATED. H6AS PUMP a FIE 915.90V/ Certification CANOPY x .77 I I® E. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXITPORCHES,RAMPS, I herebycertNy that this plan,spedfi®lion or PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. report was prepared by ro orundermydlrect o supervision and that i am a duly heensed --Iyp F. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS ;mAes i,mal ENGINEER und—M laws of the state of Minnesota. as G. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAILAND FOR EXACT LOCATIONS OF LIGHT POLE H. REFER TO FINAL PLAT FOR LOT BOUNDARIES,LOT NUMBERS,LOT AREAS,AND LOT DIMENSIONS. _ Y D �'.. �' ') 38.1 I. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE ARE SHALL HAVE A MAXIMUMLONGfTUDINAL SLOPE OF 5%-(1:20), Michael C.Brd dt B y •� ii ',�,�, i �,�01TP y�.� ry' — EXCEPT AT CURB RAM.Et(1:12),AND.:-M,A'1CIMUM CROSS SLOPE OF 2.06%(1'48).THE MAXIM UM SLOPE IN ANY DIRECTION ON Registration No.42661 Date:11/19/2012 �' y k; yf �,II AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08%(1:48).THE CONTRACTOR Ski RE VIEW AND VERIFY THE GRADIENT IN Ravvlir+bk,conncc us torawec signed cow of khe THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR-BITUMINOUS.THE CONTRACTOR SHALL NOTIFY THE elan wnRnoavauable uvon re9uesirt MFRA Inc, as fat Plymouth,MN aR�a. 1D FT TRAIL EASEMENT p0`\''x\R LINE EASEMENT \ "— 4 a B d ��I ENGINEER IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. B _I I E 5 1. 'NO PARKING" XSummaryG"SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS -REQUIRED BY-CRY. - Summary K. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. Designed:Mce Drawn:ITA j - T J v R y! APProyed:Mm Book/Page: L DRAINAGE AND UTILRV EASEMENTS SHALT BE PROVIDED AS REQUIRED.DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED phase:PaELIM Initial Issue:09/07/2/07/2D32 12077 OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS c r 1s Fr IN CK P cy. x B _ KEY NOTES R pV e5 YOn History Submittal/ ision ' o C- O B N A 09/20/12 SEG WATERSHED COMMENTS — ..t✓`y-- A. BUILDING,STOOPS,STAIRS(SEE ARCHITECTURAL PLAN FOR O. CONCRETE PIPE BOLLARD s 10/Wn— cm—ENTS .. .. _. — — — DETAILS) 10'WIDE PAVED TRAIL D W LIEM COMbtEN15 E�P. 13oTu C •, 2 g ..... LS) C ]0.25.12 OT CRY UNDSCME COMM B. B-612 CONCRETE CURB AND GUTTER(SEE DETAIL C9.02) �--- MAIN STRE 795.9- - : Q. VACUUM(SEE ARCHITECTURAL PLAN FOR DETAILS) o� 3'SKIP LINE ... 77 ._ ^UUNolae .._ __:.-R �•"'•lryy,STgIP¢- D INTEGRAL SIDEWALK GNVW/CONCRETE PIPE BOLLARD E DETAIL R. RIBBON CURB LK SE 02 ra .. _ _._...._. HANDICAPRD(SE .:.___._..._ ..._ _. ...._....-. ........... ._........... ....__.__... - ......_._._._. _.... .._.. _._ _ S. 6'WIDE VALLEY GUTTER ... C9.02) _ E. MONUMENT SIGN(SEE ARCHITECTURAL PLAN FOR DETAILS) T. CONCRETE TRENCH BOX(SEE DETAIL C9.02) F. TRASH ENCLOSURE(SEE ARCHITECTURAL PLAN FOR DETAILS) U. EXISTING WELL,CONTRACTOR TO PROTECT STRUCTURE DURING CONSTRUCTION.FIELD VERIFY LOCATION Sheet Title LU G. TRASH COMPACTOR(SEE ARCHITECTURAL PLAN FOR V. TRANSITION FROM B612 CURB TO RIBBON CURB OVER 2' DETAILS) SITE PLAN CK D� ® O o ''. o H. LOADING DOCK(SEE ARCHITECTURAL PLAN FOP DETAILS) I. PEDESTRIAN CURB RAMP(SEE DETAIL C9.01) f 150.D J. 6'CURB CUT/RAIN GUARDIAN(SEE DETAIL C9.02) :� -_ 229.2 ar.SDI£ _.. .�._•.• AIN STRE 195 9 f>/!/'/'!!!!!/-P-/��MMM�IrRIIE K FUEL PUMP(SEE ARCHITECTURAL PLAN FOR DETAILS) 3 sKIV UNE 15. 5 TAPER 3"50UD wNrrESTRIPE REMOVE EXISTING AWPE L PROPANE STORAGE CAGE SEE ARCHITECTURAL PLAN FOR.. _.e _... ..-... ...::... ._. -_. ..,.. .. ..... .....,! _ _.._._.... _.._.._.____ ....___._... -. DETAILS) ■/fee o. Revision .........____ _.__ ... .___...... __.... NORTH aam an 0 40 80 M. UNDERGROUND FUEL STORAGE TANKS(SEE ARCHITECTURAL PLAN FOR DETAILS) C3.O1 D SCALE IN FEET N. EQUIPMENT PAD(SEE ARCHITECTURAL PLAN FOR DETAILS) Project No. FEN19355 LEGEND PROPOSED EXISTING PROPERTY LIMIT CURB&GUTTER STORM SEWER ra DRAINTILE wnf BUILDING engineeringsurveying planning energy NORTH RETAINING WALL 80 0 40 WETLAND LIMITS 148M 28M Ave.N,Sle 140 Plyrnoulk Minnesota 6W7 TREELJNE SCALE IN FEET SPOT ELEVATION x 962-5 962 r=476.6010 tillepnow X M 476.8532 larsibridle CONTOUR -902- wong.ndworn 0zsaRIPRAP 0 OVERFLOW ELEV. 0-010, 4 SOIL BORINGS Client byi TP 17.19 6.85 M.45 TP 17.40 -GRADING NOTES A.PROPOSED CONTOURS AM TO FINISHED SURFACE ELEVATION.SPOT ELEVATIONS ALONG N.EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE Fendler PROPOSED CURB DENOTE GUTTER GRADE. IN AREAS DESIGNATED ON THE SITE.THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR --END B6/12 CURB RESPREADING ON THE SITE AS SPECIFIED.EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT R 152D CONSTRUCTION 17.74'­. I B.CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT"GUTTER Our WHERE AREAS,OUTSIDE OF BUILDING PADS,ROADWAYS AND PARKING AREAS.THE CONTRACTOR WATER DRAINS AWAY FROM CURB.ALL OTHER AREAS SHALL BE CONSTRUCTED AS'GUTTER SHALL SUBOUTT CUT AREAS,WHERE TURF 6 TO BE ESTABLISHED,TO A DEPTH OF 4 INCHES. ISTO I BE ESTABUSHED TO MINIMUM DEPTH OF ERETURIF I.-CURB. RESP TOPSOIL IN AREAS WH 17.150 17.60 17.50 C ALL GRADIENT ON SIDEWALKS ALONG ME ADA ROM SHALL HAVE A M"IMUM INCHES. LONGITUDINAL SLOPE OF 5%(1:201,EDICEPT AT CURB RAMPS(L22),AND A MAXIMUM CROSS O.FINISHED GRADING SHALL BE COMPLETED,THE CONTRACTOR SHALL UNIFORMLY GRADE 18.0 ITPC 17.95 -49).THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL ARM WITHIN LIMITS OF GRADING,INCLUDING ADJACENT TRANSITION ARIAS,PROVIDE A I- SLOPE OF 2.08%(1. 5 COM FINISHED SURFACE WITHIN SPECIFIED TOLERANCES,WON UNIFORM LEVELS OR OR ACCESS AISILE MAIL BE IN 2.08%(1:49).THE CONTRACTOR SHALL REVIEW AND VERIFY THE 77 17.60% SLOPES BEHN EN MINTS"ERE ELEVATIONS ACRES HOWN,OR BETWEEN SUCH POINTS AMID GRADIENT IN THE HELD ALONG WE ADA ROUTES PRIM TO PLACING CONCRETE OIL 16.46 /K ,-= -" BITUMINOUS.THE CONTRACTOR SHALL NOTIFYTHE ENGINEER IMMEDIATELY IF THERE IS A EXISTING GRADES.AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM Project DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUSTHE DESIGN GRADIENT. SUBSEQUENT CONSTRUCTION OPERATIONS,MIFFICAND EROSION.REPAIR ALL AREASMAT HAVE 17.60 17�'45 �1�' CORE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE.ALL AREAS DISTURBED BYTHE CONTRACTORS OPERATIONS SHALL BE D.ME CONTRACTOR IS CAUTIONED THAT'THE SUBSURFACE UTILITY INFORMATION SHOWN ON ,tP 0 k I , ',TC 17. TH ESE PLANS 6 A UOUTY QUALITY LEVEL Q THIS QUALITY LEVEL WAS DETERMINED RESTORED 70 EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF 91i 1, BILL'S f 4Q 1M. ACCORDING TO E GUIDELINES OF CIIASCE M-02 TO LED"STANDARD GUIDELINES FOR THE THENEWWORK. TH TIP I I ODJ� 15.112 LIQUOR STORE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA',THE CONTRACTOR P.TOLERANCES 12,362 SIF AND/Oa SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISrING SUPERETTE y as UTILITIES BEFORE COMMENCING WORK,BY CONTACTING THE NOTIFICATION CENTER(GOPHER 9 FFE=�917.60 3-THE COMMERCIAL BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY THE CONTRACTOR AND/OR 17.. 7.4 20- STATE ONE FOR MINNESOTA AT 1�252 By MORETHAN 0.10 FOOT ABOVE,OR Q10 FOOT BELOW,THE PRESCRIBED ELEVATION AT P, SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH ANY POINT WHERE MEASUREMENT IS MADE. , •4 MIGHT BE OCCASIONED BY HIS OR HER FAIWRET EXACTLY LOCATE ANTI RESERVE ANV AND r��-Z -Z� 7\ ALL UTILITIES IUNDERGROUND AND OVERHEAD). 35, 1 THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT 7.60 ITSKhL_BE THE R PONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES VARY BY MORE MAN 0.05 FOOT ABOVE,OR D.JD FOOT BELOW,THE PRESCRIBED WHICH CONFLICT WITH THE MOP05W IMPROVEMENTS SHOWN ON THE PLAINS. ELEVATION OF ANY POINT WHERE MEASUREMENT 6 MADE. • GE 3.AREAS WHICHARE TO RECEMETOPS011.SHALL BE GRADED TO WTHIM 03D FOOT ABOVE TC > E.TECOMAUMSH T �PRE MIONSNECSSARYTOAVOIDPROPEMDA OR BELOW ME REQUIRED ELEVATION,UNI_ESS DIRECTED OTHERWISE BYTHE ENGINEER, CO TRACTOR PROPERTIES DURING THE CONSTRUCTION PHASES OFTHIS PROJECT.THEMA 17.1 PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS 0 THE C1.AC A.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 112 INCH OF THE SPECIFIED THICKNESS. Location CONTRACTOR WILL BE HELD SOLELY RUMNSIBLE FOR ANY DAMAGES T E AD' ENT 16.9 6.90 E R.AFTER THE STYE GRADING 15 COMPLETED,IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, LINO LAKES, MN ED F.SAFETY NO11 E TO CONTRACTORS:IN ACCORDANCE WITH GENERALLY ACCEPT THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA 6. 15.90 CONSTRUCTION PRACTICES,THE CONTRACTOR WILL BE SOLELY AND COMPLETELY A. P 15.0 SELECTED BYTHE CONTRACTOR,OR IMPORT SUITABLE MATERIAL TO THE SITE Z TP,14. RESPONSIBLE RCONDFIOFISONTHEJOBSITE,INCL DING SAFETY OF ALL PERSONS AND - ------ 41 PROPERTY DURING PERFORMANCE OF ME WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.THE DUTY OF THE S.THE CONTRACTORMALL DETERMINETHE LOCATION OF ANY HAUL ROADS THAT MAY BE ORT E DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OFTHE CONTRACTOR'S REQUIRED TO COMPLETE THE SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ve ENGINEER PERFORMAPICEMN T INTENDED TO INCLUDE REVIEW OFTHE ADEQUACY OF THE ROADS ON ER09ON AND SEDIMENT CONTROL'SFTE MAP".THE CONTRACTOR SHALL.COMPLY CID WITH THE REQUIREMENTS OF THE GOVERNING AUTHO1111Y OF EACH ROADWAY.THE NTRACTOR'S SAFEIYMFASURES IN,ON OP NEARTHE CONSTRUCTION SITE. CONTIIAROR SHALL POST WHATEVER SECURITY,AND COMPLY WITH ALL CONDITIONS WHICH 4_81) AREREQUIR BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. X� G.MEC�ACrOR��CWPLETE�ESnG�INGCO�UalOWINACCORDMa r TP,m.50 WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER.ALL SOIL TESTING SHALL T IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE,HE DR SHE SHALL NOTIFY BE COMPLETED BYTHE OWNER!S SOILS ENGINEER.THE CONTRACTOR SHALL BE RESPONSIBLE FOR It: THE ENGINEER WITH THE LOCATION,SIZE,INVERT AND IF ME TILE LINE 6 ACTIVE.NO ACTIVE • _ bCDORDINATING ALL REQUIRED SUL TESTS MD INSPECTIONS VATH THE SOILS ENGINEER. DRAIN TILE SHALL BE BACKFIU.ED Wr1HOLff REVIEW,DISCUSSION AND APPROVAL FROM THE 14:41a, MIND PROJECT ENGINEER. A GEOTECHNICA_ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: I Ila 41 M SHALL FOLLOW RICE CREEK WATERSHED �.LWENDM NTRE.W.-NIEZ Ar ONG THE AND 0�.PROPERTY 0 ACT VEGETATED AL r=U.�CHI�EWGEIAT . ..... a COMPANY:TBD FD E=ifiz!ion ADDRESS: L REMOVE SOIL AND STOCKPILE IN AN APPROVED LOCATION PRIOR TO GRADING.COVER Plan,spedfimb-or PHONE: SULWOHWOVENWEED BARRIER THAT SHEDS MOISTURE YET ALLOWS AIR FLOW. DATED: 2.REAPPLY STOCKPILED SOILTO LANDSCAPE AREASTO A MINIMUM&INCH DEPTH AFTER report Was prepared by me or under my direct GAS STA-FbN 1 F_---_2--_ -- GRADING AN OTHER DISTURBANCES ARE COMPLETED,IN SOME CASES,PURCHASING Supervision and that 1 am a duty licensed F15. 8,087 SF T14E CONTRACT.111.OBTAIN A COPY OITHE SOILS REPORT, ADDITIONAL TOPSOILMILLBE NEEDED TDACHIEVETHE&INCH DEPTH. pMf-i-.1 ENGINEER under the I...fthe stafte -TILL COMPACrEDSUBM LAT LEAST 24NCHES DEEP BEFORE REPLACING GAS PUMP: THE SITE 'TfE�91S.90 H,THE CONTRACTOR SHALL COMPLETE DEWATERING AS REQUIRED TO COMPLETE 3.PLOW OR of Minnesota. GRADING CONSTRUCTION. 4.APPLY A LAYER OF CONIPOI THE REAPPLIED SOILAT A DEPTH OF2.54NCHES. STOCKPILED SOIL,AND/OR ROTOTILLSOME OF ME REPLACED SUL IWDTHE SUBSOIL C IkNOPY_. ;7 BIT CURB MINIMUM OF 125 CY OF COMPOST REQUIRED AND MINIMUMOF 29SCYOFTOPSOIL w '-15 BID 1.PRIOR TO PLACEMENT OF THE AGGREGATE BASF,A TEST ROLL WILL BE REQUIRED ON THE REQUIRED.RETAIN RECEIPTS FOR COMPOST DEUVEREDIOTHESITE,ASTH ILLILE STREET AND PARKING AREA SUBGRADE.THE CONTRACTOR SHALL PROVIDEA LOAD D O/_ USED DURING INSPECTION TO VERIFYTHE SUL REQUIREMENT.5 HAVE BEEN 'T 5 TILL CONIMST INTO ME SOILTO A DEPTH OF AT LEAST 9 INCHES.NOTE r Michael C.13mnc[t TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF Z5 TOM.THE TEST ROLLING SHALL BE ATT 20 DIRECRONOFTHES Is ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED I�M TILLINGTOMIS DEPTH WILL REQUIRE REPEATED PASSES WITH A LARGE MACHINE, CH TRE 15.901, 7D SOILS ENGINEEK THESVILS ENGINEER SHALL DETERMINE WHICH SECnONS Of THE SH� Registration N0.42661 Date: mraeso.sson PARKING AREA AM UNSTABLE.CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED AS A TRACTOR OR HEAVY REAR-TINE ROTOOLLER. I-ACOU-CE WITH THE REQUIREMENTS OF THE SOILS ENGINEER, HI.,micable,Mr--I.r.ant ligled MR Of the 14.90 Ttll 7" V.INFILTRATION BASIN-CONSTRUCTION REQUIREMENTS: Plan-kh H eYaRrIbb,IPon request at MFRA Inc, 13, J.REPUCEAU.SUBGRAD SOLDIFTURBED DURING THE CONSTRUCTION THAT HAVE BECOME H""d"NN`Nue, x UNSUITABLE AND WILL NOT PASS A TEST ROLL REMOVE UNSUITABLE SUL FROM THE SITE 1.HEAVYEGUIPMENT ALL NOTTMVEL VATHIN THE INFILTRATION BASIN AREA. EXCAVATION-VVTMIN THE INFILTRATION BASIN SHALL BE PERFORMED BY USE OF A AND IMPORT SUITABLE SOIL AT NO AERITTICHIAL COSTTOTHE OWNER. ........... BACKHOEB CKErWnHTEErH.THE CONTRACTOR SHALL 05C OR TILLTHE SOILS IF REQUIRED BYTHE SOILS ENGINEER. Summary TP 914- K.THETREES AND OTHER NATURAL VSSEIATIOWWITHINI THEPROJECT MD/OR ADJACENT TO 12 THE PROJECT ARE OF PRIME CONCERN TO ME COWRACn!IRS OPERATIONS HE WILL BE -Designed:mce D.Wn:JTA -923 REQUIRED TO PROTTECTME TREES WHICH ARETO BE SAVED TO BE SURE THAT E I E 5 2.INULTIRATION BA5IN_SHN__BE PROTECTED BY SILT FENCE DURING CONSTRUCTION OF SITE GRADING,UTILITIES,AND STREETS.ALL DEPOSITED SEDIMENT DURING Approved:we Book/Page:727/55 E NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE C RE I CONSTRUCTION ACTIVITY SHALL BE PROPERLY DISPOSED OF DOWNSTREAM OF To IaD_qrO WORKING ADJACENT TO TREES.SHOULD MY PORTION OF ME TREE BIT REQUIRE INFILMTION BASIN,IF POSSIBLE. RE Pha.:PMUM initial Issue:m/uywn 'S EQUINVIENT,*4 AA REMOVALTOPERMffOPEMTIDNOF�EODNTFACT�'SEQUWMEW, ES 4TH LA 1�12.25 : I SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIMME TREES P RORTO E BEGINNINGO OPERATION.SHOULD THE CONTRACTOR'S OPERATIONS RESULTINT E opi ERMIONCO�OLPROTEalONINPtAaU�LFIN�nM�T Revision History 4 -CURB-CUT 1 ALL FLARED ENDSECTION INLETS AND CATCH BASIN MANHOLE INLETSMALL HAVEN TPAr, ION OF BASIN HAS LET OWING OF ANY LIMITS,ME BROKEN LIMBS SHOULD BE REMOVED IMMED Y D &i4_ OCCURRED. No.Date By Submittal/Revision 2 SH SEMOPERLYPROTECrEDMMINiMIZEAW�NG�GETOTHE 11� OTR BB6/12 CURB SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER.COSTS FOR TRIMMING WATERSHED COMMENTSta 912 114 1, '11P 2 4.ME CONTRACTOWMAU.RESEW M REPLANT ANY ARM ON WHICH THE ORIGINAL SEED A M/ /U SIG WATERSHED 12- SERVICE55HALLBECONSI ERED INCIDENTAL TOME GRADING CONSTRUCTION AND NO B 20115/12 9A CTTYCOM.ENTS 92 SPECIAL PAYMENT WILL BE MADE. HAS FAILED TO GERMINATE AS DIRECTED BYTHE OWNER'S ENGINEER. C 1025.32 W CTTYI­DSCAPECOM ENTS 13.20 13. .0 L THETREES AND EITHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACEWTO 911 -911 THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTORS OPERATIONS AND 5 ALL A THE WILL REQUIRE WRITTEN APPROVAL BY THEE CONTRACTOR.THOSE ALTERNATIVE METHODS MISAVIE OWNER'S ENGINEER. 11.01), -920 RESTRICTED AREA HE WILL BE REQUIREDTO PROTECT THE TREES WHICH ME TO EDT 10-110 _77777= TREES AND TE INFILTRATION BASIN BE SURE THAT ME EQUIPMENT 15 NOT NEEDLESSLY OPERATED UNDER NEARBY C COSTS FOR REMOINUZATION OF REQUIRED)TO COMPLETE SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACIEWTO TREES.SHOULD ANY POFrno S EXPENSE CONSTRUCTION VRLLBE CONDUCTED ATTIRE CONTRACTOR OFTHETRIEE BRANCHES REQUIRE REMOVALTO PERMIT OPERATION OFTHE CONTRACTOR'S t TP-.. 10.23 TP EQUIPMENT,HESHALL OBTAIN THE SERVICES OF A PROPESSIORMILTREE TRIMMING SERVICE 7 CONTRACTOR SHALL REFERENCE CONSTRUCTION DETAIL PROVIDED. TO TRIM THE TREES PRIM TO ME BEGINNING OF OPERATION.SHOULD THE CONTRACT RS .................................. It, MAIN STREET OPERATIONS RESULT IN THE BREAKING OF MY LIMITS,THE BROKEN LIMITS SHOULD BE - ----- REMOVE IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGETO THE TREE NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY 7 ..........- ................ THE ENGINEER.COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTALTO THE ............. ........................................... CONSTRUCTION AND NO SPECIAL PAYMENT VRUL BE MADE. .......... ........... ............ ............ .............. ................ .................... ................... RESTRICTED AREAS SHALL INCLUDE ALL DESIGNATED TREED AREAS OMIDE OF THE Sheet Title -------------- DESIGNAT CONSTRUCTION ZONE.ALL VEGETATION WITHIN ME RESTRICTED AREAS SHALL -------------- --------------- ---------- ------ REMAIN. GRADING PLAN CONTRACTORMALLRE5nd ALL GRADING AND CONSTRUCTION ACITYME5 TO ARM DESIGNATED ON ME PLANS,ACTIVITIES WITHIN THE CONSTRUCTION MY BE RESTRICTED TO •NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. ACTIVTOES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE BUT 2% 913 NOTBEU ITED TO:SOIL AND OTHER MATERIAL STOCKPILING,EQUIPMENT OR MACHINERY STORAGE,DRIVING OF ANY VEHICLE,LEAKAGE OR SPILLAGE OF ANY'WAMOILO­OR OTHER • /. .� -_ �. -. r - 912 TOXIC MATERIAL ME COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON-SITE BYTHE ENGINEER. 911 ALL RESTRICTED AREASMALL BE FENCED OF WITH BRIGHT ORANGE POLYETHYLENE SAFETY NETTING AND STEEL STAKES AS SHOWN ON THE TREE PROTECTION DETAIL AT NO TIME SHALL SECTION A-A THIS FENCING BE REMOVED OR ACTfVffY OF ANY KIND TAKE PLACE WITHIN IT.F HAL Sheet No. Revision 916 PLACEMENT OF ALL PROTECTIVE FENCING SHALL BE COMPLETE BEFORE MY WORK 915 COMMENCES ON-SIZE. C4.01 D 914 _7, 7�777'7'771, 923 � SECTION B-13 Project No. FEN19355 LEGEND PROPOSED EXISTING / /\ CURB&GUTTER knfra \ STORM SEWER �—N—� DD—$ DRAINTILE —rr —r.r—r..—/ — —rrr— CONTOUR -902— 90e BnOR188Rn08uN8Y1RO P1a0nIRO gRBIgy RIP RAP EDF 14800 28M AMP-N,Ste 140 OVERFLOW ELEV. _ XX%.X Ry OLM M inn soM 55447 SILT FENCE NSF---- 7. I SILT DIKE ----$p---- 063j476.6010 3BIeDIglle - / r 1 _ 1• '1 \ _ T J LIMITS OF DISTURBANCE Ififififif� Iffy wf/63j 476.8532 t8(5111111e - ww.mBa.Win „ P SOIL BORINGS itST-9 PA-1C / LP ' �'' \ ♦\ .\ _ DIRECTION OF �� % b OVERLAND FLOW .� Client J TEMPORARY T MP (VERSION — E O D ,y DITCH I CHECK DAM Fandler III LIMITS OF DRAINAGE SUB-BASIPc NBIO- li FIRROLL CONSTRUCTION INLET NLET PROTECTION DEVICE 1 ®IP-t //,���"+ INLET PROTECTION DEVICE 2 ®IP-2 / /�j .If / / LOTS '�... I \ -\\ TEMPORARY STONE EMCONSTRUCTION ENTRANCE i4� \ •,�/\ 1� TEMPORARY SEDIMENT BASIN - SB Project Ar BILL'S / F A�/; TEMPORARY STORAGE AND PARKINGAREA TS SUPERETTE TEMPORARY w ,'1 \ /r ��, \.. \ / \t \ `•..\ \ I% — �'— STABILIZATION TIONMEASURE(EED,MULCH,MATS OR BLANKETS AS SM -_...b 'i✓ / \ s� \\ -\ \ \ \ ,\ \ / _o,.�`> OUTLINED IN THE SWPPP) / \ 1 SEQUENCE OF CONSTRUCTION PHASE I: \awe\ s' \ T ��j 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. Location 3. CONSTRUCT THE SILT FENCES ON THE SITE Location /y/ �/' / / \ ,� I \, �i� \ \ j •\ \ I ,Io.•\ ® 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. LINO LAKES, MN 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM I µfps \ K INSPECTION OF BM CTIPs.GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. % I K / / `\,` I I s-� `�, 'l v \ !• ! 7. BEGIN GRADICONSTRUCTION N OF B. START CONSTRUCTION OF BUILDING PAD AND SE. TRUCTURES. PHASE It: '/l.$i" .W~. ill �� / L K y/f^ / LOT \`�,`..' ) / 1. TEMPORARILY SEED DENUDED AREAS. - r P'b 2. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. °�—°-r Certification '/ y;.• , 8 �" \ \p 4. INSTALL INLET PROTECTION AROUND ALL SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. I hereby certify that this Pum,,Ded6catron or 6 pq�S� report was prepared by me or under my dined i- _ =a sepe vi ion and that I am a m,Iy homsed - % /� 7. INSTALL INLET PROTECTION DEVICES. f naI ENGINEER under the bwz of the state __ / / pro essio iy� 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. fMinnesota. 9. REMOVE ALI TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES(ONLY IF SITE IS r7• / / _ •.�,. / •� STABILIZED),IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR Michael G Blaf dt I'. //, \' ��' ���__•—_ _,__� o \ I I THE-EROSION CONTROL PLAN SHEETS ALONG WITH THE RESTOFTHE SWPPP MUST BE KEPT Registration No.42661 Date:11/19/2012 ONSITE UNTIL THE NOTICE OFTERMMATION 15 FILED WITH THE MPCA,THE CONTRACTOR MUST ffapp1irable.cmrcattvsfa-awetsigoedcow oftha z- UPDATE THE SWPPP,INCLUDING THE EROSION CONTROL PLAWSHEETS AS NECESSARY TO INCLUDE. den which is avaaable-upon reouest a MFRA Inc, is i- ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT Plymouth,MN office. PROBLEMS IDENTIFIED.AFTERFILINGTHE NOTICE OF TERMINATION,THE SWPPP,INCLUDINGTHE \`\ y,;i I EROSION CONTROL PLAN SHEETS,AND AIIREVISIONSTOIT MUST BESUBMITTEDTO THE OWNER, Summary \ c /�-BflR�gLARc -1` ~ - _ LOT 7 —————--—— f 1 '\ '\�„_ii i \\ TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THESWPPP NARRATIVE. Designed:M[a Drawn:lTA R �... — �r"-�-- — ———-- \• \, �/ Apprwed:mm Book/Page:717/55 AREA SUMMARY IN ACRFS `\y,Y' i t _ Pheu:PRELIM Inkial'Issue:IA/D7J201I ____ _____________________________ \ i PAVEMENT AREA 2.56 AC± ___ � ` Revision History oac \, tal» BUILDING AREA C.49 AL \ l, srrtpafr�eJote No.Date By Submittal/Revision ` SEEDED AREA 0.72 AC-_ PONDAREA 0.38 AC Ions/u rra cm COMMENTS MENTS > o ) >/ ---is �5 AS---is---�---�---is--- --- -- -- _- �,i Be t.07.0 ITA WEM cosb.EsiitS MEwTs R.O.W.DISTURBED OSS AC+ / ♦ TOTAL DISTURBED 5.02 AC± - in, PRE-CONSTRUCTION IMPERVIOUS 0.02 AC± —}— � — -- - � _ �"---�--- - �gpl�'�A R POST-CONSTRUCTION IMPERVIOUS 3.20 AC± / cur —q cwe on g _ REFER TO SHEET C5.03 FOR GENERAL NOTES,MAINTENANCE •� - MAIN STREET NOTES,LOCATION MAPS,AND STANDARD DETAILS \ \ \ EROSION CONTROL MATERIALS QUANTITIES Sheet Title EROSION AND ITEM UNIT QUANTITY SILT FENCE LINEAR FEET 1600 SILT DIKE UNEAR FEET 10 SEDIMENT -- - - BIO-ROLL I UNEAR FEET Jo CONTROL PLAN CONSTRUCTION ENTRANCE JUNrr 11 • INLET PROTECTION DEVICE(IP-1) UNIT 0 PHASE I INLET PROTECTION DEVICE(IP-2) I UNIT 0 Sheet No. Revision NORTH C5.01 D o ao Bo Project No. FEN19355 SCALE IN FEET / t \ \ LEGEND ;/o PROPOSED EXISTING (\ CURB&GUTTER /711 STORM SEWER DRAINTILE acintra CONTOUR —902— --9D2— en0lneeringstin IRO plae0lflp f1118TQy RIP RAP �EOF 148M 28M ft N.8�140 ' OVERFLOW ELEV. � lymDNh Nlnnesa0a 55447 SILT FENCE ---- SF-- p -- 1763)476.6010 SILT DIKE --e-Sp--- gliMplim LIMITS OF DISTURBANCE 1763)476.8632 IBGSIIIIIIE SOIL BORINGS S T-9 PA-10 wNw.mftmm DIRECTION OF 76 I OVERLAND FLOW Client TEMPORARY DIVERSION I DITCH CHECK DAM Fermler q; ND ucuRB LIMITS OF DRAINAGEPatterism / ,' / EI(�E®!e` - •` BIO-ROLL ® P. CONSTRUCTION INLET PROTECTION DEVICE i Q rv-I g8 INLET PROTECTION DEVICE 2 ®P-2 - t \Ir, \ � \\ � TEMPORARY STONE CONSTRUCTION ENTRANCE Project / ^^^)�1J 917 ` '� \ TEMPORARY SEDIMENT BASIN )B BILL'S �ls V 1.1 OR ORE I /�� __ E s / / —� TEMPORARY STORAGE AND PARKING AREA TS 1 ,362 SF SUPERETTE e / _ 915._ ^� FFE=917.60 '— — - TEMPORARY STABILIZATION MEASURES SF `� \ m \t `� (SEED,MULCH,MATS OR BLANKETS AS SM � OUTLINED IN THE SWPPP) 1 SUMMONED SEQUENCE OF CONSTRUCTION PHASE I: 1 INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA g LAKES, n 3. CONSTRUCT THESILTEDIFENCESSEDIMENTATION LINOLocatiOLJ'1KE MN 4. CONSTRUCT THE SEDIMEMA710N AND SEDIMENT TRAP BASINS. ` S. HALT ALL ACTIVITIES AND CONTACT THE CMLENGINEERING CONSULTANT TO PERFORM S/ r - \ 1 K INSPECTION OF BMPs.GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE-CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. it \ \\ a.ao 915 , 6. CLEAR AND GRUB THE SITE. h. ems, ` 4 7. BEGIN GRADING THE SITE. �� R-,� T' j \ \ 8. START CONSTRUCTION OFBUILDING PAD AND STRUCTURES. PHASE II: ,• `/ / //j/ °j / L I 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES,UNDERDRAINS,STORM SEWERS,CURBS AND GUTTERS. �• `L- / / — ---- a 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. Certification Q 4. INSTALL INLET PROTECTION AROUND ALL SEWER STRUCTURES. YYY 5. PREPARE SITE FOR PAVING (hereby certify,the this Pian,sceelfication or IGAS STATION 6. PAVE SITE. report Was prepared me or under my direct 7 173,' '� 8,087 SF x I1 I 4 7. INSTALL INLET PROTECTION DEVICES supervision EN I a that am a duly licensed -GAS PUMP' FF€ 5.90 I I I� I I \ 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. vo ofessional ENGINEER under the I-of lies state NDP - 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES(ONLY IF SITE IS _ — , IB CURB /• STABILIZED),IF REQUIRED BY THE CONTRACT NOTE TO CONTRACTOR Mlcnael C.B a t Re istration-No:42661 Dare:11 19 2012 THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST-OF THE SWPPP MUST BE KEPT B / / _ - ONSITE UNTILTHE NOTICE OFTERMINATION IS FILED WITH THE MPCA,THE CONTRACTOR MUST- Ifapdualoe,00manusior.wetsoneacow ofthis t , /� UPDATETHESWPPP,INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE planW ichi,va bleuponrecuesut MFRAInc, ' _ $ _ ADDITIONAL REQUIREMENTS,SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT Vlymuutl,,MNoffioe. _ —— q- PROBLEMS IDENTIFIED.AFTER FILING THE NOTICE OF TERMINATION,THE SWPPP,INCLUDINGTHE EROSION CONTROL PLAN SHEETS,AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, Summary -� ma..aa TO BE KEPT ON FILE IN ACCORDANCE WTTHTHE RECORD RETENTION REQUIREMENTS DESCRIBED S T r / -� _33 SWPPP NARRATIVE / Designed:MCB Dr ffA IN THE ,4+!�� --------�-+--1 ———-- ti9 \ 1 ter'-/ `i Phase:PApprwed:mat Boo IIssue:7271szau REum initi - -- I I AREA SUMMARY IN ACRES- Revision HIStOr�/ 1•'�", 1 li `/�\ \' �` PAVEMENTAREA 2.56 AC No.Date By Submittal/Revision 912 DB6 CURB A 09/3D/12 SEG WATERk1ED CDMMFNIS $ I I f -, / \ y\\ t BUILDING AREA 0.49 ACt B t01B/u nA Cm mMMa EN /\) \ Tom--dS--- ENtS i` .� I_``_ J -- - - -- -- - -219- inA -- - \! SEEDED AREA 0.72 ACt D 1Lo u /FA CU—C—ENIS M POND AREA 0.38 AC3 '� R.O.W.DISTURBED 0.55 AC3 911 TOTAL DISTURBED 5.02 AC3 — — - —_ PRE-CONSTRUCTION IMPERVIOUS 0.02 AC3 I ` MAIN STREET POST-CONSTRUCTION IMPERVIOUS 3.20 AC; $ a \ — \ ——,- — _— ;" -! 'REFER TO SHEET C5.03 FOR GENERAL NOTES,MAINTENANCE . NOTES,LOCATION MAPS,AND STANDARD DETAILS INEEMENNOSOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE Sheet Title CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN - EROSION CONTROL MATERIALS EROSION AND TEMPORARY CONTROL MEASURES STRIP&STOCKPILETOPSOIL QUANTITIES SEDIMENT ITEM UNIT I QUANTITY ROUGH GRADE/SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS SILT FENCE LINEAR FEET 2800 CONTROL PLAN • FOUNDATION/BUILDING CONSTRUCTION - SILT DIKE LINEAR FEET D SITE CONSTRUCTION BIO-ROLL LINEAR FEET 600 PHASE II SITE CONSTRUCTION N STRUCTURES CONSTRUCTION ENTRANCE UNIT 1 PERM NENTCGRADING INLET PROTECTION DEVICEIIP-1) UNIT 0 Sheet No. Revision FINISLANDSCAPING/SEED/FINAL STAB INLET PROTECTION DEVICE)IP-2) UNIT 2 C5.02 D (t STORM FACILITIES NORTH 0 40 80 NOT E:CONTCTORORGENERALCONTRACTORTOCOMPLETETABLEWITHTHEIRSPECIFICPROJECTSCHEDULE SCALE IN FEET ProjeCtNo. FEN19355 RA GENERAL EROSION NOTES: EROSION&SEDIMENTATION CONTROL NOTES&DETAILS/"SITE MAP" 1 SPECIFICATIONS ANDFRA STANDARD SPECIFICATIONS,THE MORE STRINGENT SPECIFICATIOCN SHALL APPLY.WHEREACNFLIRIXSTS BETWEEN LOCALIURISDIRI0NAL5TANDARD -'x%' ( 'T '- -• '�:' 2 VARIOUS UTIIIIYY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THEIFIELD.THE EXISTING UTILITY SHOWN ON THESE 5CARUTILITY QUALM a+xeF 1 Fi x ftrxPKP' -a?J LEVEL%.THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF K 'y„ e5 L Y_... ~ Fh•' I r EXISTING SUBSURFACE MILTY DATA"THE INFORMATION 6 NOTTO BE REED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CONTACT ALLTHE APPROPRIATE DIMITY COMPANIES AT LEAST AS HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UUUME5.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE enalmerinpsBneylTlp Wamm�p eneryy SITE LOCATION b Y ALIEXISfING UTILITIES WHIM CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.THE LOCATIONS OF SMALL UIUMISS SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT M-252-11M OR 651454-0DD2 1460D 26pI Ave N,SYe 140 3. THEDESIGNSHOWNISBASEDl1PONTHEENGINEER'SUNDERSTANDINGOFTHEEXISTINGCONDITIONS.THEEXISTINGCONDTIIONSSHOWNONTNISPLANAREBASEDUPONANALTA Plyl"Ninnem55M7 V� ORTOPOGRAPHICSURVEYPREPAREDBY DATED%%-%%-%%XX IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION,THEY f/63)476.6MO toewwRie - R x F'; SHALL HAVE MADE,AT THEIR EXPENSE,ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND Straw IT TO THE OWNER FOR REVIEW.SEE ATTACHED SURVEY SHEETS. �c*nhe `r /^/L SITE LOCATION �� f �`1 4. THE GENERAL CONTRACTOR SHALLTAKE ALL PRECAUTIONS NECESSARYTO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASESOFTHIS 476 gf mITa.U'pm ..f- '�h^ 'Y PROJECT.THE CONTRACTDR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE ClN15TRURION PHASES OF THIS Q tuRyHNYt46 _ '416crAa AIL. �' r >F'a W, PROJECT. s PLAN NARRATIVE,AND ITS APPENDICES,PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. S. THE STORMWATER POLUMON PREVENTION PIAN(SWPPP)IS COMPRISED OF THIS DRAWING(EROSION&SEDIMENTATION CONTROL PLAN-ESC PLAN),THE STANDARD DETAILS,THE Client ' �:�+u u, P; .✓'_'4" naR #3 .. A '_ sP Lasi• � / -mot ,3�tt%"/��'.�r�'.�*,SL`!'-���"P °'} 6. THE CONTACTOR SHALL BE RESPONSIBLE FOR COMPLETING&SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ARMED.ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM ndler WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL Fe POLLLJTAM DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT INPDES ERNIM AND BECOME FAMILIAR WITH THEIR CONTENTS.THE SWPPP AND ALL OTHER RELATED DOCUMENTS Patterson MUST BE KEPT AT THE SITE DURING CONSTRURIN. r I ran., TP_ �h r<, CONSTRUCTION _ 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES(BMP'S)AS REQUIRED BY THE SWPPP&PERMIT$.THE CONTRACTOR SHALL OVERSEE THE INSPECTION& F - _ - MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLc LS APPROVED BY ALL AUTHORITIES,THE 3 '^p.2% /'� NOTICE OF TERMINATION[NOT)HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT.ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS Y ' A �.• °'L, ri J DIRATEDBYCONDMONSATNOADDmDNALCOSTTOOWNERTHROUGHOLITALLPHMESOFCONSTRUCTION. RC S- �' ,F^ � � _ c�' v✓�' Y - �e B. CONTRACTOR SHALLCOMPLY WITH TRAINING RENIREMENTSIN PARTIHI 2 OFTHE GENERAL PERMIT. 9. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL STATE,OR LOCAL.REQUIREMENTS OR MANUAL OF PRACTICE,AS APPLICABLE.CONTACTOR SHALL IMPLEMENT ADDITIONAL � 0,Gart CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. Q1 C 10. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS.PERMITS FOR ANY CONSTRUCTION ACTIVITY IM ACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED v I LL'V ON SITE AT ALL TIMES. ;'%Ai• : :_y 3y; '��" +-;�•� : /-_`.�'{ ,/: _? e ,._ i 1L CONTRACTORSHALLMINIMIZE[LEARINGTOMEMAXIMUMMEWPRACTICALORASREQUIREDBYMEGENERALPERMIT.THEBOUNDARIESOFTHECLEARINGLIMBSSHOWNON SUPERETTE THE ESC PLANS SHALL BECLEARLY DELINEATED(EG.WITH FIAGS,STAKES,SIGNS,SILT fENCE,ETC.)ONTHE DEVELOPMENT SITE BEFORE WORK BEGINS.GROUND DISTURBING g�-�� : „ T 'L"4' / I ACTIVITIES MUST NOT OCCUR OUTSIDETHE LIM95 OF DISTURBANCE. lC�ip'€/ .r' Li _�{ �`t' Y'., d '+ .x`T $s) �T LTSt£.R+E;A4,r I M, --- 12. GEERACONERACTORSHALLDEOTEON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED ASTHE EQUIPMENT MAINTENANCEANDCLEANING d .W .i - t h. 4� AREA,EMPLOYEE PARKING AREA,AND AREA FOR LOCATING PORTABLE FACILITIES,OFFICE TRAILERS,AND TOILET FACILITIES. k _e w_ L EA S +w -.+P e'IN' ^•' •� 33 WASH WATER(CNCREfETRU[KS,VEHICLE[LEANING,EQUIPMENT CLEANING,ETC)MUST BE LIMITED TO ADEFINED AREA OF THESfTE AND SHALL BE CONTAINED AND \ PROPERLYMEATED OR DISPOSED.NO ENGINE DEGREASING 6ALLDWED ON SITE. ALL Y R C N14.GIa� '1 . [: 3,^MnmY4A'M E 14. ALL LIQUIDANDSTUDWASTESGENERATED BY LOCONCRETEWASHOUT OPERATIONSMUSTBECONTAINEDINREDANPROOFCNTAINMEM FAOLIQOR IMPERMEABLELINER.A d- - .��_.„'��_� _ COMPACTEDNTTHEGRYUNER D,ANDT DOES HEREMUTALLTBERUNOUT FFFROUIDS MTHE COTER NCRETE WASHOUT PERATIOR 15 NDEREDANIMPERMIQUIDABILE LINM THE DSOUDWASTES USTBEID AND SNOSEDOFSMUST PERLY Location CONTACT THE GROUND,AND THERE MUST ION BE RUNOFF FROM THE CONCRETE WASHOUE EACH WASHOUT FACILITY T LIQUID AND SOLID WASTES MUST BE DISPOSED OF PROPERLY �SITELOCATIONMAP �USGSMAP PAND IN ROPERFACILIIES�WITHMPCAREGUATIONS.ASIGNMUSBEINSEALEDADACENTTOEACHWASHOUFACIIYTOINFOftMCONCRETEEQUIPMEMOPERATORTOUIZETHE LINO LAKES, MN NOT TO SCALE NOT TO SCALE 15. SUFFICIENT DILAND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. G SIGN TO INDICATE THE 16. DUST ON ME SITE SHALL BE CONTROLLED.THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. LOCATION OF THE CONCRETE ! CONSTRUCT 2-HIGH BERM WITH WASHOUT AREA GROUND SURFACE 17. MUD WASTE:COLLECTED SEDIMENT,ASPHALT&CONCRETE MIWNGS,FLOATING DEBRIS,PAPER,PLASTIC,FABRIC,CONSTRUCTION&DEMOLITION DEBRIS&OTHER WASTES MUST O MAXIMUM SIDE SLOPE OF4:1 BERM AROUND PERIMETER 0 1?"MIN BE DISPOSED OF PROPERLY&MUST COMPLY WITH MICA DISPOSAL REQUIREMENTS.0 ^ 32"MIN 2'-0"MIN 18. HAZAOTHER THER DOUS CHARGERRESTRI rGASOLINL PAINT&ANY HAZARDOUS SUBSTANCES MUST BENT VANDALISM.STORAGE DISPOSAL ARY OF WASTE PREVENT SPILLS,OMPUMCE O ^�O 0 OTHERDCA REGULATIONS. EfJ ACCESS TDSTORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM.STORAGE&DISPOSAL OF HAZARDOUS WASTE MUST BE INCOMPLIANCE WITH MPCA REGULATIONS _n C�j(` 2`X2"WOOD OR WOVEN MONOFILAMENT /J O^Cf7C O STEEL T-POSTS GEOTEXTILE MATERIAL 19. ALLSTORMWATERPOMUTTN PREVENTION MEASURES PRESENTED ON THIS PLAN,AND IN THE SWPPP,SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE r Certification COMPARED EMBANKMENT 8'%3'MIN OR AS 20. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED,WITHIN I4 DAYS OF INACTIVITY. ENT SHAM BE IN k:J',Woo J�CJC sp. MATERIAL(TYP.) REQUIREDACCORDANCE WITH MWDOT SEED MIXTURE NUMBER 100 OR 110 DEPENDING ON THE SEASON OF PLANTING(SEE MN/DOT SPECIFICATION SECTION 25753)SEEDING METHOD AND I hereby certey that this plan,specification or COONTANTAINNW WASTE 3:1 OR FLATTER AS .ryM.GCMOc 1' CDNCflETE SIDE SLOPES APPLICATION RATE SHALL CONFORM TO MN/D SPECIFICATION SECTION 25753-TEMPORARY MULCH SHALL BE APPUED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION report was prepared by me or under my direct NOTES: 25753F1 AND 25753G.ALTERNATIVELY,HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 25753H MAY BE USED IN PLACE O TEMPORARY supervision and that 1 am a duly 9mmoul 2`T03"GRAVEL C.. c o-rn� DIRECTION OF MULCH professional ENGINEER under the 1 w OF the s'ate ° ^'7 '1'-�.cl,'`� DRAINAGE A[KFILL 6"X6" 1, CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT of Minnesota. +O, GH��� r,r °Or TRENCH ON SITE. 2L DISTURBED PORTIONS OF THE SITE WHERECONSTRUMN ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED,THESE AREAS SHALL9E STABILIZED IN I� _r O000 �Co 2. CONCRETE LINER WASHOUT AREA SHALL BE LINED WITH MINIMUM 30 MIL THICK PLASTIC ACCORDANCE WTEH THE TIME TABLE DESCRIBED ABOVE.REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. ffi Q- 1 3. VEHICLE TRACKING CONTROL B REQUIED IF ACCESS TO CONCRETE WASHOUT MESA )j OFF PAVEMENT. oOl o 4. SIGNS SHALL-BE PLACED AT THE CONSTRUCTION ENTRANCE,AT THE WASHOUT AREA, Michael C.Bra NOTE:THE ROCK ENTRANCES SHALL BE INSTALLED eJy;S;', LI'; AND ELSEWHERE AS NECESSARY TO CARLY INDICATE THE LOCATION OF THE Registration Nu. Date:42661 11 PRIOR TO THE START OF ANY SITE WORK THE ROCK I �_ CONCRETE WASCONTRACTORSR AREA TO OPERATORS OF CONCRETE MUCKS M"UMP RIGS. 22. CONTRACTORS OR SUBCONTRACTORS ALL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES&MOM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED /1 9fz'O12 ENTRANCES SHALL BE INSPECTED FOLLOWING EA CH .T.;" S. THECONCRETEWASHOUT"AREASHALL BE REPAIRED AND ENLARGED OR CLEANED OM ASPERMANEWWATCR QUALITY MANAGEMENT BASINS.SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK IWOTHEBASIN,CONVEYANCES,OR RappRoRAe,wmATtosfwawetsignedcopyofthls RAINFALL MAINTENANCE OF THE ROCK ENTRANCES JpEO - UNDISTURBED SOLI AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS.THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. plan which is-Ride upon renu-M MFRA,Inc, SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL,,OR pEO Y 6. AT THE END OF CONSTRUCTION,ALL CONCRETE SHALL SE REMOVED FROM THE SITE Plymouth,MN atIne. REMOVAL AND REPLACEMENT OFTHE GRAVEL AS AND DISPOSED OF AT AN ACCEPTED WASTE SITE 23. ON-SITE&OFF-SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF Mrs.STOCKPILE AND NEEDED,TO KEEP THE ENTRANCE FREE FROM 7. WHEN THE CONCRETE WASHOUT AREA 15 REMOVED,THE DISTURBED AREA SHALL BE BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. _ COLLECTMMUD. - SEED ED AND MULCHED OR OTHERWISE STABILIZED INA MANNER ACCEPTED BYTHE SUnw-,nary Li �. 24.TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS&CANNOT BE PLACED IN SURFACE WATERS,INCLUDING STORMWATER .7_ �K�a alai-�K�a E r ROCK ENTRANCE DRIVE -SILT FENCE DETAIL INEENNEVES-CONCRETE WASHOUT AREA CONVEYANCES-SUCH AS CURB&GUTTER SYSTEMS OR CONDUITS&DITCHES. Designed:NICE Drawn:ITA NOT TO SCALE NOT TO SCALE NOT TO SCALE 25. SLOPES SHALL BE LEFTIN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. "Approved:NICE Book/Page:n7/55 26. DUETO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROECT,THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES(SILT Phase:PRELIM initial Issue:09/07/2012 FENCES,CHECK DAMS,INLET PROTECTION DEVICES,ETC)TO PREVENT EROSION. Revision History SILT FENCE MATERIAL O BE W FASTENED CSECURELY WITH THREE 27. ALL ITUMIN CONSTRUCTIONNINGSHALL FOR R STABILIZED DCONATTCTION. EACH WORKING DAY.TH6INCLUDES BACKFIWNG OF TRENCHE`.FOR UTILITY CONSTRUCTION AND PLACEMENT OFGRAVEL No.Date By Submittal/Revision ATTACH THEW OVEN WISE WIRE FENCE BORN CENTER(S OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. Y �5'MI. FENCE TO EACH POST WITH PACED AT 30"ON CENTER(SEE A 09n0112 SEE WAlFRSHED COMMENTS IJYv.1 I THEE WIRE TIES OR OTHER NOTE 1) MAINTENANCE NOTES: B Ions/U RA CmcDMMEWS FASEENERS(SEE NOTE I) AM C 20.25.12 KIT COY LANDSUPE COMMENTS CROSS BRACE CORD ONRES UNTILATED NOLN7HBEROSIONQUIRED AND SEDIMENTCOMPLETED PHASE PLAN,AND IN FIHE NAL STABILIZATION WATER POLLUTIONOF TEIONPREVENTION SIGNATN CONTAHAM CT MAINTAINEDERSONOTEDONT IS PLAN U D .07M RA RENT COMMENTS CONORION UNTIL NO LONGER REQUIRED FORA COMPLETEDSEVEN D WORK OR G ACTIVE CONSTRUCTION OF THE SITE THE DESIGNATED CONTACT PERSON NOTED EA THIS PUN MUST ROUTINELY INSERTHE CONSTRUCTION N SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN OS INCHES IN DEFLECTOR PLATE 24 HOURS.ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 2"XA"WOOD FR f 1. ALLSI FENCES REPAIRS MUST BET MADE WITHINUST BE N24 HOURS OF DISCOVERY,OR AD,REPLACED,OR NTED WHEN THEY S SOON AS FIELDCNDITIONS ALLOW ACCESS NONFUNCTIONAL . DROP SEDIMENT REACHES OF THE HEIGHT OF THE FENCE.THESE OVERFLOW 1-CENTflR OF FILTER ASSEMBLY DROP IN / OVERFLOW 2-TOP OF CURB BOX 2 TEMPORARY AND PERMANENT SEDIMENTATION BASINS MUST BE DRAINED ANDTHE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED IN THE BASIN RUCHES 112 WITH GRAT� S'MIN. 2"X 4"STAKE SECURELY FASTEN OVERLAPPING IXFILTER ASSEMBLY THE STORAGE VOLUME.DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY,OR AS SON AS FIELD CONDITIONS ALLOW ACCESS ISEE PANT N.D.Of ENDS OF SILT FENCE MATERIAL THE GENERAL PERMIT). TO AOACENTH THREE WIRE TIESIES OR OTHERR S. SURFACE WATERS,INCLU RE DRAINAGE DITCHES AND CONVEYANCE SYSTEMS,MUST BEINSECTED FOR EVIDENCE OF5EDIMEM BEING DEPOSITED BY EROSION,THE OR WOVEN WIRE FASTENERS CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS,INCLUDING DRAINAGE WAYS,CATCH BASINS,AND OTHER DRAINAGE SYSTEMS,AND FENCE WITH SILT CUM RESTABILIZE THE AREAS WHERE SEDIMENT REMOVAL RESULTS IN EXPOSED SOIL THE REMOVAL AND STABILIZATION MUSTTAKE PLACE WITHIN SEVEN(7)DAYS OF DISCOVERY Sheet Title FENCE MATERIAL UNLESS PRECLUDED BY LEGAL-REGULATORY,OR PHYSICAL ACCESS CONSTRAINTS.THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS.IF PRECLUDED, COVER REMOVALANDSTABILIZATIN MUST TAKE PLACE WITHIN SEVEN 17)CALENDAR DAYS OF OBTAINING ACCESS.THE CONTRACTOR 6 RESPONSIBLE FOR COMACnNG ALL LOCAL EROSION AND EXTEND ARE FENCE POSTS:2 X 4 WOODEN STAKE FENCE: REGIONAL STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS,PRIM TO CONDUCTING AM WORK, A MIN,OF 3"INTO / WOVEN WIRE 14-112 GA.,6"MAX.MESH GROUND /./` OPENING FABRIC:IN ACCORDANCE WITH 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TACKING ONTO PAVED SURFACES.TRACKED SEDIMENT MUST BE SEDIMENT EXTEND SILT FENCE ASTM D6461 LATEST EOnION. _ REMOVED FROM ALL OFF-SITE PAVED SURFACES,WITHIN 24 HOURS OF DISCOVERY,OR IF APPLICABLE,WITHIN A SHORTER TIME TO COMPLY WITH PART N.C.6 OF THE GENERAL MATERIAL A MIN.OF ! �� PERMIT' )=)D aER/OWNER: 1'-0"INTO GROUND ?;�3; CONTROL S. THE[ONTRARORIS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENTBMPS.AS WELLASALL EROSION XXXX70O � !'),/ PREVENTION AND SEDIMENT CONTROL BMPS,FOR THE DURATION OF THE CONSTRUCTION WORK ATTHESITE,THE PERMITTEE(S)ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE XXXXXXXX 1.ATTACH THEVERY W-WIRE FENCE TO UCHPOST AND HER FA TENERS,LL SPACE WITHIN WIRE FENCE 5,:. CIS 3067 HASASSLIMED CONTROL ACCORDING TO PART.II.B5 OVER ALL AREAS OFTHE SHE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGNE FINAL STABILIZATION, DETAILS XXX XXX-XXXX (SPACED EVERY 30`)WITH THREE WIRE TIES 45OTHER FASTENERS,ALL SPACED WITHIN THE TOP B"OF AND A NOT HAS BEEN SUBMITTED TO THE MPC0. THE 1"ATTACH UCHTIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC.WITH EACH PUNCTURE SITE OPERATOR/GENERAL CONTRACTOR AT LEAST 1"VERTICALLY ARAM. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SHE,OFF-SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT A FREQUENCY SUFFICIENT TO MINIMIZE 2.WHENTWOSE ONS OF SILT FENCE MATERIAL ADJOIN EACH OTHER,THEY SHALL BE OVERLAPPED HIGH-FLOW FABRIC OFT-SITE IMPACTS(E.G.,FUGITIVE SEDIMENT IN STREETS COULD BE WASHED 100 STORM SEWERS W THE NEXT RAIN AND/OR POSE A SAFETY HAZARD TO USERS OF PUBUC Sheet No. Revision ACROSS TWO POSTS. MIRAFI FF301 STREEt3). 3.MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE SWPPP.DEPTH OF ACCUMULATED SEDIMENTS MAY NOT EXCEED ONE-HAU THE HEIGHT OF THE FABRIC MAINTENANCECLUNOUTMUSTBE 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTNTTTES IS RUCHING THE INFILTRATION AREA AND THESE AREAS ^5.03 D CONDUCTED REGULARLYTO PREVENT ACCUMULATED SEDIMENTS TRW REACHING NE-HALE THE ROAD DRAIN CASTING APPLICABILTY ARE PROTECTED FROM COMPACTION DUETO CONSTRUCTION EQUIPMENT DRIVING ACROSSME INFILTRATION AREA. ■`v SUPERINTENDENT: HEIGHT OF THE SILT FENCE MATERIALABOVE GRADE. NEENAH P-300 4.ALL SILT FENCE INLETS SHALL INCLUDE WIRE SUPPORT. . NEENAH R-3512 SILT FENCE INLET PROTECTION(IP-1) ROAD DRAIN INLET PROTECTION(IP-2) NOTTO SCALE NOT TO SCALE Project No. FEN19355 / _LEGEND PROPOSED EXISTING CURB&GUTTER / o STORM SEWER / SANITARY SEWER ��►�� d-v-©FORCEMAIN(SAN.) o--►III►-0 T--D m p Rnf ra / 11"PVC SANITARY STUB WATERMAIN N-1-♦/ -^o--I ¢ enpineeRnO nOplannllWenarpy 21"PLUG,IE=891.77 EASEMENT _.rr-rrr- .rr rrl DRAINTILE 148M 26M ka N.SW 140 / HYDRANT/ GELECTRIC AS LINE U0 us 6"RSV IIILlpl,NIRngSOID 65447 8'X6"REDUCER -LIE uE 170476.00 MMM FFS aT TELEPHONE -UT- m 77 LF-12"CMP@OAS% - ��4� � Illk IE-916.60 UTILITY CONSTRUCTION NOTES www.mtrd.lwm A. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE"STANDARD UTILITIES / ( SPECIFICATIONS"AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA(CEAM),EXCEPT AS MODIFIED HEREIN. Client CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. L ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. die C.+.�.+�{w.. 7 Fe 2. CONTRACTOR SHALL NOT OPEN,TURNOFF,INTERFERE WITH,OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZEDTO DO SO BYTHE CITY.ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR P2. CONSTRUCTION FES / 7'"" 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN(BUILDING,STORM IE=9i6. - LLL555 IF IF AND SANITARY)CROSSINGS. B. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 1. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THEM. Project SAN SERVICE 111 CLEAN OUT 2. ALL SANITARY SEWER TO BE PVC SDR-35,UNLESS NOTED OTHERWISE. / LQ 2"7DIA70MAIN _--_ IE=909.30 V 1 LL.S LIQUOR STORE 3. ALL WATERMAIN TO BE DUCTILE IRON-CLASS 52,WITH 7.5 FEET MINIMUM COVER. s% 13,362SF (2)6"-BEND SUPERETTE FFE=917.60 4. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS,AND RUBBER GASKETS. 12"ROOF DRAIN 6"DIP WM 3 LF-21 PVC 6"CONDUIT FOR CONNECTION S. RIP RAP SHALL BE Mn/DOT CLASS 3. VC@0.22°.f FUTURE WATER / C IE=913.55 MH-IDS CONNECTION INVERT AT BOTTOM OF WALL MH-1D1 C. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE,EXIT PORCHES, -WITH 5AFL BAFFLE _ - -ELEL'----21350 RE=91750% RAMPS,TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 15"HOPE @b:S�96 RE=913.00 - 50 LF-12"HDPE @ 3.15% IE=913.45/ .4, -BelIE=908.66 _ - MH-102 97 LF-6"PVC 6 D. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE f908.85 / SUMP=9D6.66 RE=91660 SAN SERVICE@1.2% IE-908.85 \ - PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND,WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. Location R CL 3 RIP RAP / INSTALL TIN. NT ELBOW- IE=911 87 "' SAN WYE THE INFORMATION IS NOT TO BE REUED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY L*- MIN. INTO SUMP "' -. a. - IE�08.02 a COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE LAKES, A 12'GATE VALVE - - - "GATE VALVE L!'1K M N 118 LF;-15"HOPE @ 0.78% -' - 50 U 12'- 6 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFUCT WITH THE PROPOSED IMPROVEMENTS LINO E�1 •_ /8'GATE VALVE J1� HOPE @ 3.15%ti "X 6"REDUCER SHOWN ON THE PLANS.THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR,BY CALLING GOPHER STATE 32 LF-12"HDPE @2.3% - �- --- - -----=--SAN WMb- 8"CROSS ONE CALL AT 45"002. 8"DIPWgTERMAIN IE=9D7.65 HYDRANT I 1 6"RSV E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE 1681E- @ 1.5 00 LF-8"PV @ 1.5% 8"X6"REDUCER MH D2 CONSTRUCTION PHASES OF THIS PROJECT.THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE �- h ME"REDUCER OUTSIDEDROP ✓1h04 LF HDPE @ 0.5p% ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OFTHIS PROJECT. RE4915.94 / / LF 15"HDPE @ 1.0% CBMH-106 CBMH 304 N N MH 03 1 IE=902.1ZE _ -- -BE2lJa - RE_914J2/F _ -- - -- RE=914.82 F. SAFETY NOTICE TO CONTRACTORS:IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES,THE CONTRACTOR WILL \h IE 891.13 NE,:SW /' IE=909.60(N) IE=909.78 -_= 6'GATE VALVE IE=907.94 21 LF-15"HDPE @ 0.7% o •- BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE,INCLUDING SAFETY OF ALL PERSONS AND PROPERTY • / y - IE=908 58(5W) MH o3 '. - 6"-BEND DURING PERFORMANCE OF THE WORK.THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING FES-302 PRINSCO TANK 32 LF_6"PVC RE=913.75 CIS-103 HOURS.THE DUTY OF THE ENGINEER IN THE DEVELOPER TCONDUCTCONSTRUCTIONREVIEW'S THE CONTRACTORS IE=9o8.15 WQU6040B IE=905 04 E $qN SERVICE @ 15% ftE=914.40 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN,ON OR NEAR 3 R CL3 ftIP RAP IE=9DBA7(IN) a � IE-904.94 W SAN SERVICE IE=914.4 /Q IE=9D8.30(OUT) CLEAN OUT __ .30 A THE CONSTRUCTION SITE. Ce�I11CatIOn 12"DIP WATERMAIN ",y, / 25 LF-12"PVC @ 2.0% 1 A IE=908.13 6'-BEND (hereby certlly that Mrs plan,speWtion or 12"-1 CONNECTION,IE=910.22 G. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. report waz prevaretl by me orunder my dircR 12"RNECDRAIN SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD.` / ---- O �:0; GAS STATION CONNECTION p supervision and ENGINEER ama rthe I nud 188 LF-21"PVC / I .'"I B4OB7 SF IE=910.72 I I' professional ENGINEER under the laws of the state �- PVC @0.7% / ____- GAS PUMP`. :�, FFE=915.90 6"DIP W I I o H. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, of Minnesota. CANOPY u WARNING SIGNS,DIRECTIONAL SIGNS,FLAGMEN AND LIGHTS TO CONTROL MOVEMENT OF WHERE NECESSARY. CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT-OF TRANSPORTATION STANDARDS. o / �►/90,\` J --� - -O I. ALL-SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER.EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER.THE UTILITY BACKFILL CONSTRUC TON Mlchae!C.BIa dt SHALL COMPLY WITH THE REQUIREMENTS OFTHE SOILS ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING Registration No 42661 Dete:11/19/2012 ALL REQUIRED SOILS TESTS AND_SOIL INSPECTIONS WITH THE SOILS ENGINEER. Kappliwbk,roman w for a we signtro ropy of this `�MH-107 plan which is wailable upon request at MFRA Inc, WITH SAFL BAFFLE �� A GEOTECHNICAL ENGINEERING REPORT HAS BEEN COMPLETED BY: Ptymoum,MN office 27LF-21"PVC RE=91223 ` PVG@0.7% \ \95 LF-12"HDPE @ 1.1% PRINSCO TANK r - '` 91'�'00 _ WQU6040B / SUMP 0513 COMPANY:BRAUN INTERTEC IEFES-3939092D \ IE=906.67 IN INSTALL 90"ELBOW� ADDRESS:11001 HAMPSHIRE AVE.MINNEAPOLIS,MN Summary / n �' - IE�08.5o lour)- --- MIN.I INTO SUMP I PHONE:952A95-2272 Designed:MCB Dra-HA I \\:-1� �. 3 CTYL 3 RIP RAF \ DATED ll 12 12 s /� �f21121*\ D \ I - Appr-d:MC6 Book/Page:727/55 �� 15 LF-1Z'HDPE@0.7% / ICON EXISTINERM IN \ -. I THE CONTRACTOR SHALL OBTAIN A COPY OF THIS SOILS REPORT. Phase:PRELIM Initial Issue:09/07/1DII u'. FIELD" VERT AN COF1AT10N �4 I .\N °� ---'---- --- ---- e� /rr \\ ��� -� �-----� -- - -- - - J. PRIOR TO PLACEMENT OF AGGREGATE BASE,ATES'T ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE.THE Revision History 'npMOV-t WD�R�R�7bLL HYDR�PIT _ D - �y� \ F6-Boa' - CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRICK WITH A GROSS WEIGHT OF 25 TONS.THE TEST ROLLING SHAL.BEAT dC01'IN' TO 0 NG W EIIAJAIN �� CBMH 1oa No.Date By Submittal/Revision FIELD OCA �N IE=908.10 RE=911.80 THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY SOILS ENGINEER.THE SOILS 3.C�'CL 3 RIP RAP ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE.CORRECTION OF THE SUBGRADE A 09/20/12 sE6 WATERSHED COMMENR \` _ 30 LF-15"HOPE @1.3% IE=9W32(N) B 20/15/12 RA CITY CDMMENTS FES-305,\ IE=906.62IW) SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER C 20.25.13 Im' OIYIANDSO PE COMMENTS IE=93000' F6-306 D 1147.12 JTA ELENTCOMMENTs -- 14 LF 3 CY CL3 RIP RAP- IE=910.40 �', 'f B K. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROTECT ARE OF PRIME CONCERN TO 3 R CL3 RIP RAP THE CONTRACTOR'S OPERATIONS.HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVEDTO BE SURE THAT -4o LF-12"HOPE @ 1.07G - EQUIPMENT IS.NOT NEEDLESSLY OPERATED UNDER NEARBYTREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT a 0w °" °N _ _o= oR �p R TO TREES.SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT,HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE / ,_,,,.,_ ...._,,.__.. D=cu* BEGINNING OF THE OPERATION.SHOULD THE CONTRACTORS'OPERATIONS RESULT IN THE BREAKING OF ANY LIMES,THE BROKEN �`F--- MAIN STREET LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY DAMAGE.COSTS FOR > ._.____ ......... ....__._._..___ ..._.... .. ------- .i..._ -_-..._.._" .___.._.._.. .._._..... _.. ...; G SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE .. - -- - - MADE TRIMMING / ,A- _ _ ...._. _. .... .... - - L THE CONTRACTOR SHALL SUBMIT 2 COPIES OF SHOP DRAWINGS FOR MANHOLE AND CATCH BASIN STRUCTURES TO Sheet Title --- .----- - .-. .-- ---'-' - --- "" "" CONTRACTOR SHALL ALLOWS WORKING DAYS FOR SHOP DRAWING REVIEW. M. THE CONTRACTOR AND THEIR SUPPLIER SHALL DETERMINETHE MINIMUM DIAMETER REQUIRED FOR EACH STORM SEWER UTILITY PLAN STRUCTURE. -SUBSURFACE UTILITY NOTE THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS 15 A UTILITY QUALITY LEV EL D.THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF ASCE/CI 38-02,TITLED"STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA."THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,BY CONTACTING THE NOTIFICATION CENTER Sheet No. Revision (GOPHER STATE ONE FOR MINNESOTA).THE CONTRACTOR AND/OR SUBCONTRACTOR AGREETO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES,WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND C6.01 D ALL UTILITIES(UNDERGROUND AND OVERHEAD). NORTH IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE,HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE D 40 80 LOCATION,SIZE,INVERT AND IFTHE TILE LINE IS ACTIVE.NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT APPROVAL FROM THE PROJECT ENGINEER SCALE IN FEET Project No. FEN19355 MENOMINEE!LEGEND PROPERTY LIMIT 'I \� ._......._.._....__........... PROPOSED EXISTING / \ CURB&GUTTER STANDARD DUTY Wf ra EASEMENT ------ --'---'- ASPHALT PAVING — — — — — — — anpineBMpsulveylnp plannlnp ellelpy BUILDING RETAINING WALL o HEAVY DUTY 14800 28Ih AYP N.SW 140 e. /dAa/ °a a.° na°.i°v d✓aroa°.�44.,° aea.°, ,a4.°°° n,°°�.yc edatb e:e i 5e.. °ne`, ,°'° a<,(f' n�/n. x. tie., a,A�I n WETLAND LIMI TS d° a. ./a. a;a A° a° A. a° L° a. A, --'�'��'�—'�•y ASPHALT PAVING x �� t RymIN Ylnfeso 55.447Zrl a° e° NEu ` a n e, n° e SAWCUT LINE 1763476.60 Opg SIGN 178�478 8 facsimlle CONCRETE PAVING WWWIffBCOm PIP NU BOLLARD •G O lent �° Ap y,� .: e`y •�' STALLS PER ROW , •� as tl�:°��f�/a eh n. � .=.-r.'�- `-e.-•s::-b,,!"a.-t_:•• � .__.-.... ....-.... -•a2_'� n°,�L, °i e�, ,.. ,.. A° a.° ae y e� NUMBER OF PARKIN � P-� r °: 'ru. -•°i:� e i v s;'�5 r.p° v: \5,`3t s'�'�{ a. a. a: Fendier eso Flafter / 't. ro' ,. v. „�� n. a. ° . ° ° ■P. CONSTRUCTION �'\� 5., ,° , A- ��••ku ;:n 9n Aa ;�o a L � A. Project I., aa. 1 ' oil BILLS LIQUOR STORE n: ,. A. ,,�.z---Y�a a 1 SUPERETTE 13,362 sr" FFE=917 66. \ .., 1•..7u.�% n�°j Win!°/a °.° n. Location / r� J`� ), ,ems: ='�, �, ,. ;, ��•\a° :o ;o b: LINO LAKES, MN ' yy�' �/ n°•`e, °y/°ieea z;.••A.� ��\i,:\:is s,�." 4` �. f (, \ h � a a° ° `\n° a, Ao a.o as A a.�d�u ro, , ;•- ' I a a 5.s��5 i5Y �1, 2 a`e:r_1u n, l a, t. Y 0.\ l ° .. � \'a, n ,ro, - I p. v, ., s.��s-r-•s ,� \ \..' t 1 , {.,` ° s�, v reox a, ,. e\ .° a. A° . 1 "R �.pe L, )s ..e�}• L, ? !, x �;\ Away\ , s II ti+' - e., ,1PAo n�b°➢.° e.c•\a. b° e° i.:Jl vA ! A` 7 t 11\!. ...._ � AQ Certification 'y/ I hereby certify Mat th¢plan,specnicatwn or '% s1t+'E� re rt was prepared der dlreR il / A , .'�a° �•SW, / -.y , ) b L L a';.. report Ion and that ameduy lice ed /,., i )GAS SfATT�N , v: , , ,' �ro .�q i Arid Matamadul I d / ,_, ��° D. a. n yti n a< i° 'L_ ,.j'` 8rU875F �°. �.,. )' a° n.° n�\ ro professional ENGINEER under Me bws of Me rtate° e e 1 of Mmnezott. / 1= +� `jASPUk4P `'FF€-Ca5.90` '! °-5I �• � A i�. � �jc.-Y° b, � nu � ��xl , a -S-;f � ;z. ,.,L is � l V, ' _ I ,yr�•,,. „�„\ �_ Michael C.Bra dt — I A° I` Reglrtration hp 42661 Dam:11/19/2012 - )� L( °ImoI, a. r1.•0 p. RaPPhrabk,coniact,a faaweCsigrwd wpy of thh / /'SY/ \• to ° ,.T: ,.. �.'L y a° L. 1 , !, xs 5. ) z b--o� ...\. plan which is available upon request in MFRA Inc, Plymouth.MN ORrce /:- 7 'g/q-� �\ •�\`�. -e.�s,�s�nr-4r-c.-� F _ ,. _.IF H e ..�. A ''2*'w..sLI- i ,�R ,� i a.f� �..,4`n,4.° Surn lea ?11,7 EJ 7)i-. \.•�•)! L. a.___�A.r-53 v: L, „ L, i, i,., r° ,,, a.. w s-a:'s:.�� tr>`.. „ v „ v, v, T A,�nl a.° a A. ° I\ ry 5— a I n I, A , Designed:ma D—:iTA 5, i. >-,.:i , ° rti a.:�L, ,.°�p�.°�i , ., \ Approved:MCB Book/PageTt7/55 / / C \x -air_n F Phae:PRElM Initial lwe:09/G7(012 ' ' Revision History, $' ;�',� \\\'\\ \\` \\ •p'•. e° L° , ,.. A, A�.-t,t_±, _„� - .i a' : y Ta_ �:i ,>_,= !, b1\a,\e. a° n. n.a b. ° e° No.Date By Submittal J Revision n° .° ° 0.• ., ° ea A M/20/17 SEG I—MNED COMMENTS a te CNY a. ro° e.\ � a to/ss/u rtn COMMENR I' /, \• \�\ . 0., p, s, e 0.. ., t a A ° C 10.7= W Crrf lANDSCAPE COMMEl- /' 11.07.32 RR CNEN COMMENTS ero \\) A• e° 1.°T'�le a / 4. ,. n° e, S }a e' \., ag e, A: A° , ,., a., b, e, A, C9`p,., a,+ h�4'Z�Mr-r' 0.Y IA,+'�p51, ,y.re•r e:ze-•vr a,-me--e.-A \ � ___.._ _.ae. _...___.. ............\ ....y°....n:.-_ro_.n1'.a< ae n. a.-rr..,a,t5•--��rA�.�-C..� a[.-t.--,.-i,..�.L�A° ' 0.'4A�l S,TR€f., n.c ,.° E: A° a° A Le V.e a A° .0 a ., .° '�/ - `aT �1 .. TT4.,.�a.°�.T^u.•"a-n Ti.v�.:,�...... r-,.c�1�Lrt�.--a.� -1•=p�,T4--•1...._�— •.^ � _' Sheet Title a.y,-�° lo—Vv PHOTOMETRIC PLAN Sheet No. Revision C7.01 NORTH D 0 40 80 SCALE IN FEET Project No. FEN19355 ARCHITECTURAL LIGHTING DESIGNS,INC. ra acnf 2920 ANTHONY LANE w how"simyllpom.Bnuwwlm ST. ANTHONY, MN 55418 14866=k&K$W14 OM MAINTAINED LIGHT LEVELS AT 0' HIGH 612-252-4100, 612-252-4141 fax mom e w USING FIXTURES SHOWN ON SCHEDULE. CONTACT: SCOTT HARMES M476.66ffi iedde FULL CUTOFF FIXTURES. sharmes@aldmpls.com 11111111001111.001111 Client Fandler Patterson FIXTURES MUST BE THE FOLLOWING: Filename: I:\MFRA\2012\BILL'S-LINO LAKES\BILLS LTG.AGI FR. CONSTRUCTION Qty Svmbol Label Description Date:9/7/2012 Arrangement Lamp Lumens LLF LLD LDD BF Lum. Watts Lum. Lumens BUG Rating 7 ED A GARDCO HPV23-1-34XVF-875PSMH-MOD417-EHSS/30' TALL POLE SINGLE 100000 0.700 0.700 1.000 1.000 950 29250 B1-U0-G4 2 • B GARDCO HPV23-1-5XVF-875PSMH-MOD417/30' TAIL POLE SINGLE 100000 0.700 0.700 1.000 1.000 950 71034 B5-U0-G5 16 G LSI CRS-SC-LED-84-SS-CW-UE SINGLE N.A. 0.850 0.850 1.000 1.000 97 10747 B3-U0-G1 Project 8 W GARDCO 121-4-75LA-NW SINGLE N.A. 0.850 0.850 1.000 1.000 72 4546 B1-UO-G1 2 Wl GARDCO 121-3-75LA-NW SINGLE N.A. 0.850 0.850 1.000 1.000 72 1 4802 1 B2-UO-G2 BI`LL'S SUPERETTE MOUNT HEIGHT LumNo Label Z Calculation Summary 1 A 32 Label JCalcType Units Avg I Max Min Avg/Min Max/Min ALL AREA Illuminance Fc 1.36 24.6 0.0 N.A. N.A. 2 A 32 Location AREA UNDER GAS CANOPY JIlluminance I Fc 119.60 125.7 1 9.4 1 2.09 12.73 4 A 32 LINO LAKES, MN 5 A 32 6 A 32 7 A 32 8 B 32 9 B 32 DISCLAIMER 10 G 14 This lighting plan specifies luminaires supplied by ALD. Any deviation from 11 G 14 this plan or use of luminaires other than ALD products will require full submittal 12 G 14 Certification of fixture sample, drawings, and lighting plan to city, engineer and landscape ;hereby certdvmat this plan,spedfimb0n or 13 G 14 q p pore was prepared byme or under mydirect architect for prior approval. 14 G 14 professonal ENGINEER under the laws of me state supervision and that i am a duly licensed 15 G 14 of Minnesota. These calculations are NOT valid for owner or city approval using any "non-ALD TYPES A,B TYPES W,Wl 16 G 14 represented product" or fixtures not shown on this plan. Fixtures must be provided by ALD. FULL CUTOFF FULL CUTOFF LED 17 G 14 FLAT GLASS LENS NlichaelC a t FLAT GLASS LENS 18 G 14 Reghmasonw.42661 Date:11/W2012 Calculations have been performed with our best interpretation of the_ 30' TALL POLE, WALL MOUNTED @12' HIGH 19 G 14 ff pphubk,cont-wfm—et,R edcomofthIs details given to us. Some differences between measured and calculated 3' TALL CONCRETE BASE 20 G 14 % �MN a ek 0pon requerta MFRA pc results may occur due to intolerances in calculation methods, testing VENTURE MS875-W/BU/BT37/PS 21 G 14 procedures, component performance, measurement techniques and field 22 G 14 Summary conditions such as voltage, temperature variations, lamp manufacturer 23 G 14 Designed:MCB Dniwn:lTA variations, and other variables. Calculations do not take into consideration Approved:MCB Book/Page:727/55 objects such as, but not limited to, trees, buildings, pavement, sidewalk, 24 G 14 Pha—mEm initial Issue:0/0,7/2012 or cars. Calculation values represent horizontal (i.e. light meter facing straight up) 25 G 14 Revision History illuminance FC levels (unless otherwise noted) . If the real environment conditions do 26 W 12 No.Date By Submittal/Revision not match the input data, differences will occur between measured values and calculated values. 27 W 12 0 10/15/121TA MCOMMENTS ALD is not responsible for acquiring or interpreting any local lighting codes. 28 W 12 ` --n M CnyuND KCDMME— D 11.07.12 1TA [VENT COMMENTS ��' ! A 09/20/12 SEG wATERSNEDCOMMENn 29 W 12 These lighting calculations are not a substitute for independent engineering analysis 30 W 12 by a professional engineer. 31 W 12 TYPE G 32 W 12 FULL CUTOFF LED 33 W 12 FLAT GLASS LENS 34 W1 12 RECESSED IN CANOPY 35 W1 12 Sheet Title PHOTOMETRIC PLAN • Sheet No. Revision C7.02 D Project No. FEN19355 ,8 A knfra- T� ,B Featuring tiro MaxarCobr EH¢Ekc)ronk MID syn., Form 10 Square Fe(rturirtg sire MoxarCebr One Elc;mmic HID 5— Form 10 Square englrrea ingslmaying plannln0 eneW NmM:30 TALL POLE,3'TALL CONCRETE BASE TYPE A HAS EXTERNAL HSS Page 2 of 3 HPV Series-High Performance Vertical page oF3 HPV Series-High PerformanceVertical 14800 28M ka K Ste 140 FeaMHng Me MnzserCeler an.El-sm.,HID SY—. Form 10 Square FINISH OPTONS SPECIFICATIONS PlyFnwlk M1nnesli ae5M44T LF h LN4.Feu ivua GENERA —WNw HPYEx::wrcba¢ralrlwdm:rcfw M1ign ELECTRICAL All e1-1 comvuu<nts<r<UL re W. V63)476.66 W �0 rereyrWN Page 1 DT 3 HPV Series-High Performance Vertical et, awrr,Pm rK.+l„m _ nvuXY dbama..:m,-kraal a<r:P.,m:a ax a,aF,e,t�..a arltl bstarT I.—Ekcaroek and magnnc HID a.4-.re V6$476,6532 laconue TM Pad9•W-em sgmn arm meemed NdM1 RHanrame .,eedure xe slwP amF W+dm:n �n Purer -.,m: ak.,M.aa t¢M1cw:d Faavew. rxm<g al the opdal nit c r a x< Pe xM : HIO b M wwemhaeom b M1ga irrxrs4y abcM1arge wq:W m IfD4 wam HW uu¢ Oiafmm:ad_7 mtl AibM1en wM A0<"""{Pa.a Ptia PdeTap Fbw a Irz A[k.Tmm rcamrts m FknE ar Nngmt of "rc ge:alM wPurb:rlg toaaol:erT qpe'ekmmM1 and—I—HID Nbxa ve QroM1la GrCPal.nxr Paxaer®'TM iRV mlattep:w:eMrw'2l mxrtlu%effi4.M rouede pretiam DC Cdo FY::u r.+mgwe®mt':t w.kzvarttl Mm pz of pvnemF reb burp rung aaxn re lO F-2YC. saD<nad appal sysam.TMx aPznl rysrans W4ze V+z or GaNce's adwntM farm IDX Client ,edndagy aKaied m wr.burp Waa.TM resrdt Pdm ore xg—Ixrbma::x poubk 1mm a fup ._ .uuw.aN HOUSNEG:TM M1ourng wnppx it rnwPiace dbmtl iluminum W:ure:nc pmriGd.+M dx Hx,erCebr aM kgh Prlar:n>nce ¢mP.wum-b^W awam. SC SPem P>sn`..-cr x:imegn re:Mwtmg iNlw ma m wakN wmvs.Sacane an:dc meal MF@ akmeeae anam,k<hrtie kgh Pmear hcmr ADVISE .reD.Nrnghea,x- xarsaoaNa-o—I all-slpmnaMnasm Immublm. elevme mlbia.dnpme apxlfiaM kr dle—sebvad. Nasdvslan M1nnnai:m prw:tlefWl ands PP:fomaxe Sag tvr.kmlvn<o pwWerurdf pertc ¢ ✓OLTAGE ARW&vuded at mm:nrmY»cmadm lxni�re br swmaamr. FINISH:6cA krrvmin rewiraso kd¢md aGrarbn F;endler akaaroa oln a Oed—mac,rurod.trga'ritlal ba Y+rwraa �a���R_� HPVZ3 1 IODPSMH (.n,w,m.b,maan<.ncw wx uanasa,.uc Ira.avc .a srrm a',mre,n wm. LENS Amured.emWM awdnM Nwwelm Door Pa,reaw RGICI Yawae.matkwX Patterson vu ^— - .NaPuanr le ene inwa ant semerca 9x Faa k ■ ffwa���R4a uV�i���.7�V!!�� x:y.N.ermNe�nrra a I.a m.r.x wnganeae..x .M1q..aempsaa¢In.am.g LAaEts.M a.x.rerx Prer uL w euL(w.<ppercu.l w_ 53. CONSTRUCTION oYr...®...®.:arei.e�.o emu.. oeewn,.wv..�®....ar=a.reac�r. axnNetl cvcune nY:ber.A as gbzs Imr n prm:Nt Inradonm- reraoY-bmF fidl D:Wf lun:mnav A sat gas,ba u P�P:Md ADVISE FINISH a,df I:vMauas.saildan Swl gnvg IeRe Wu WARRANTY:9idiq.Wrdcc i<dwrcs f¢w<e c y¢r a.— /^P,REFIX MOUNTING DISTRXM2 . pemen<e vs ew:w<u e<mmay.5w.w.mmy Ldemaerm a,smeiq;:mryrnm hr mnwv< ca> Sewe Pee Mxx DPTirer STSTEPS TM sNmmrad reaetaa aysren:ramlPx d cads anc ealvsimu. x 1 Pde Mwn rz lM"' N4X Tree T(Pe ry WI apecWa a premtl-aFgnetl aluere.P.dli.d 2LHa Nie P1wx cep PM1w dbebudwu.TM wane Poa sY+'-P a G reoaNe k91-on mm.m a M .4 Dd¢I� km.<. d amM1<2 Project sl9lzp J+w NU Pkmsx.UY NaxVF Tree lu tirxry DIMENSIONS AND EPA pmban mopd base bnP sa&ec :W.med M,Mml<anbw TYPE A=314XVF a,...oa.Pw.e zxvs rw Mp frwn dx atm�.dd:a,e:mra m.ga.:bur alw anm s,me-TYPEILL'S S B=SXVF -_ ImeM1.urc.erdarwa.am d:e SxK and J XV5 amiai sxremr aP o nxn,h.DDan'aad aam.rd at eM,.,a and aears� WATTAGE VOLTAGE S U P E R ETTE NPp2: ,m L am'uixa.� rm,.er r: Tbo —c A eem•.ee.- . s.w . MNr:vee uar. .. .a tP1 _ B Location maa.amra sae_. noes ..�.r.rm.e, w D N LINO LAKES, MN D oN m.mavoYr vaa b l*s Eeew a Ilnl..cmnl•�.w-o-:>:wwcrwi. wwre�mm,r.rum.e E Hrsx "r.m"�rAx. .aa a_k.�a PHILIPS Ns».mlt ramc.E^..pm"em.em Hx.Y.Ma:vemsammn°ao-e me.:N..ye.nam,..of vPma.-mmw MmMn`mum,akzauAw.P.avl¢+emM.{mn:cmeoa vr.ee'Nmear,n:)v:.nme..ansy.anaap,,ar.vpe Aa.rvan PHILIPS nas'rn�msYleu Pmm ' Nw.M�"`n_..M. wmrP vwesvwauv PHILIPS C-9 GARDCO ()I GARDCO CM GARDCO Certification I hereby certify that:this plan,spedficstion or report was prepared by me or under my direct supervision and that i am a duly Hcensed professional ENGINEER under the laws of the state of Minneson. T1Ga WL SGASSTATIONLNOIAXES,MN _ 120 LINE LED p 120 LINE LED 0._ 120 LINE LED Nwaa. W=TYPE 4,W1=TYPE 3 'Michael C.Bra dt _ Page 2 of 121 LED Performance Sconce-Generation 2 Page 3 of 121 LED Performance Sconce-Generation 2 PWa Df4 121 LED Performance Sconce-Generation 2 Registration No.42661 Date:11/19/2012 120 LINE LED LED SELECTION VOLTAGE LUMINAIRE CONFIGURATION INFORMATION aspolRable,ma w ropy MR us for a etsigned otth¢ SPECIFICATIONS 49an which Is avaibble upon request M MFRA,Inc, page 1 pia 121 LED Performance Sconce-Generation 2 mmX> DMv �n+m amx 2 P�pamdp. E, w ,2,ED wx Paa K x.axw ax xdmma Fka m..m aama m.m,x. m�a.m,a a mm .PaaN.�E Pw—.hhm office. .:<wo•F tiro arlda:.ad zn r.-are::m,sa,rdemew rEm;.m..,.Amn:_ea '-:Nmw Imr�¢w PF ae�kr db Gvtica jut I µaEaau.Tlx emWa hce- 'M d.ee effi—minor tiaam Pino,[ ww wam:w�.muvF mom.Nnnml Inawa .r rk..m:vs u:6maei ami euc roam rot®cex•+euWu.t.--mat.—d aeo�ir..:e•�+e✓aex:vcr:ownv�5n r.uwwe nr unp—TMPEseeoro yaSyx '., .DMsc t_g .PREmctan LuneNmePaEmArwNwLTw ava.eaae arx:+,aw:mlmw..:erm..au wxm:xwts karede.m- .:m..e - ::n'nemmer.Ymm M1unaa.Ia M,Ma' laaw .r.A�. x tlbdeay wuuc aeNwdc alwn.nc aW Ped<an nraoramimvianekme PM1Fips-�rdce rhamal rox<tlmea.aa.tl tlx nabn a.,ma.slawmMx.sMmsrge 1'aan<�:R::�TI:eR .materraaiy dr-IM+eM H^w:a: LP+� ....mbe4-+wr r "nwu.ux[K -Fi' I'- ,a'11.W� - S..mmary maregeme:e srywc.121 Cw:emm�]Mmai.v kae re kgn pe.b:maxe C W 1 UM ayra.no.TM40 FINISH OPTIONS escmdktV wam arerxa y PIR sxoc. Ra :neaenwovknvae mmm: M1OM1 PeM,la:eelID eprwl Asralm Orntlara lap rarelf pe:lami ra rmkrnemt tare aM 4tl:esrtsrox. F �mh 0"knn aIM Iu;�,'m M 11M <tl.reddvevaroly nmmae enumc wm<nonm Hy. - PNNpzGara¢S LECvaM1:ldeD lareritlm nvnFnbad lR:¢eumeT mtl m.Pnum emrD xrkEs. 0. k.ep P epve_m P^a^mn4�A po-.Mtl uda ra.ev:ra FKFatm3,tltta:e nP.rvmr Yxwem,eram MP Tlu nape-cum mkea Yua.av.:mumw..a,mewr 25•C Smmr. Iso.oX DCSignefl:MCg DraNrt,:JTA s<Ex•tXuwY�wr m._...F+s,.sl aem.-N,h exk wee:wrm,- .rm.. arwam_txa+r.k nor M1ex,N aw,en ace-Mn x mamb mnme. I 2wmr. Lm.004 Approved:MCB Book/Page:m/55 Po e:m..r)Pe A.a a.<al •._ caxma=r.m.. ndxlm.na wPwaxmr,mm m>.mA.ia.nma..r_. 25n,,,n tTopx Phase:Pit Initial Issue:o9/o7Ro22 NmnlAueAme Piwst .Iv::aN X✓®.c.�<1 WY 13000C w>LTADE M atiP E„a F+r<miea arcs M.rs.:..++F Nam,¢ rrs ARATpe4.smwv SlO nd 521 M � T5LA UNND,m _ `F. ,.. . Revision History No.Date By Submittal/Revision /20/I2 SEG WATERSXED COMMEND W u�abk.bemrm ¢rm. �dei r K n.grwws+.m.n:r \ NTICAL'EYS,E�arrSNw t lID Ymrm:e. �'m'ar A>.t::+.vm.re.eloi.I.s�uwna B JD/15/23 ITA CRY COMMENR PREFIX OPTICAL SYSTEM DIMENSIONS kv.d LGn a,:xa a5 ype,T 'n.me Typery Fxn r.a.a.rsrd m«ams.ne rxeay.me..e w.wmr®::e C 20.25.12 FR C1rY UNDSGPE COMMENTS UD_raga ryyrHa IxeP.:v.xe.(reiel D 22DT.z2 M CHEW COMMENTS ; AMP, ,2t tED Rrtame:rs Pars Caro_I r ad Ibk Doan Txe 3 rwyore weoar' Hount=g Pole N �-, ap:vmNNc: - ®whm:,r t LID aTswe wane Pegmw Parvrwr IeMf So::mx r®rc uticee b-ame al r t�Peee:-:uve smnn.nv:e.haP a !^ Tipe ur _ fi ow Perlom:a:rsSmrs-e-tor' �•GJ rpe �M` - u.rt D,z,L@M,mnem<Ssars-Aum:leoc PeW FT MCA,r::TMv. O )4i�cm—~� ,aaMt,z'lm ssemv Pmddee.M4 tea mme:tM vameeel.Yvawe.keaMee,ea Wmnn 4aN•M LaJ brrw axa5nrm rsamr<rawa ��te RDP).CexW ADVISE FINISH !"J'NW I I -- I,LED cnkra:rssrose-p:a—CovIN W=TYPE4 I � ' D,-APC PMP Getlm Pmur^mrs lFCamem.InA:em.m-probe OrmtF ne P:a.4aa wn:W.ab DnuGmvr mBuwl.Tu<DM.Dmmeru �Mz1N SRv u<wr'eldw M.S�i•.n:a� ueF b.e<M l&u-11 aM Wi=TWE3LED 3N"dm. 3„16' uavrl+gv^<^eem>e u.sm=w+-><Sox,Nr<,m+mm 011awsWm^iAr�,:<wse+<w nmcmusm.vmfe/wmc em.:peen me. wxewm< ewnaw+mrmrarPxm ,mu. WATTAGEAN W EN VALUES ( \4a cm '. an - R•o-n.._:.eau:.watr)a.Wmtlm,rsw.c..aye w...ee.neoaurxe.en nmu.:Ax vs)v D,m m.>:;m,ryrla.:u Pm.rek.urzmeW.e m] ,SD'C c<mau:ee pe.rvm u:.u:u.m+.we> -' rmnr ream .Im.,. a:mla sa e<:rs dxsa:semrawuna D kdl.-PWE ncemwvl ee kxd WAAruMrY :e:,uen :..! w�NaG M1ane- bear br dw:wl,. hurs�r Ume UD amrs u p 0-- Pr.ab t1:D Hrutr+aL NAraACTa'IBR.n<,r emcm merlaa axP amril Q w..r...nr na.,w. Idn-ea:x..em.bmaee 2)m<r. ,:Fkurs ae mm as wxr•<me¢ d,e rk+a.l w I,E-r:.ava.a Taaeaalae<rERRa oaHaa HalnwlgEaEP�xn Sheet Title d dNx t,e w J. PHOTOMETRIC On rbd Pwrc rmwr W k „ma Aa DETAILS ' .�...:,�,*�a�• �<@ � r � :..a.,..am�Pk.ro�.m,,.., I.m ... R.a..I..na:P,e.,ila_ IxA'. 'N'4_ .' TYPE '[YPEa TYlFR M ,+Yu> n If � •� m �. 1 I II - aqw � .q •r' n� � -�� � � Sheet No. Revision PHILIPS (aN1 Dl --non>:ela.uerrse: PHILIPS PHILIPS N)x ma. PHILIPS C7.03 D a.,e:�enar,nreA de enT.dawea:.<:.Trm � - ne:We vmeW'ew<e+b•tli. .Gm G GARDCO C-A GARDCO �ma ()I GARDCO axa„m Vim " ..,a__ E' GARDCO Project No. FEN19355 PLACE CASTING R-1976 OR APPROVED EQUAL ON knf DUCTILE RW THREADED PLUG AREAS N PAYED ra PLUG AREAS FINISHED GRADE FEMALE ADAPTOR GATE VALVES LP THROUGH 12 NCNB N SIZE SHALL BE NON BODY, ITpRIBTBTYBIMyIIq 081WI1ILY 81NT�1 NOTE SEE STORY SEWER STRUCTURE BRONZE YOUNIED.OWBI.E-M PARALLEL SEAT TYPE VALVES SCHEDULE FOR CASING TYPE B-7/6' CMFMMG TO THE REQIMEMENS OF THE AWWA SPE IFIC'ATIONS 148M 20 KE K SW 1�0 WORKING FOR WORG"OME OF 1'15 PSI.11.41 CONSTRUCTION ( YNIM0 {� 24'X Jr SEAR OPENING SHALL BE LSM THROUGHOUT ALL VALVES SHALL CLOSE BY TUMM N r DAP.CEANOUT STACK A CDCKWISE ORECIINNL VALVE B01E5 SHALL E THREE PIECES. 478.8010 1BIBp11018 PROVIDE Zr DIAMETER OPENING F ROUND BE�2 #GASTINc 10 BE FRONDED.SEE sTOf81AIWSTADIE,SCREW TYPE BARES,TYPE•F-(FPS-5r EXTENSIONS)NTHSEILER STRUCME S HEDULE FOR A S-1/4'S AFT SIZE BASE SIZES SHALL BE AS MUM' WWICENTERCK STRUCTUE.ONS FROM BACK O QRB 7D BCONOEIE r AND r VALVES NO,6 BMW S -5/8' Ir AND tY VALVES Na 18N ovALClient DIVI ON FROM BACK OF GUN M CENTER OF PIE FOR A 24'GRATE THE WORD Client SHALL BE BPNNIFD ON EACH LID.VALVE BOIES TO OPENIG, 45'LONG RADIUS l00 SECRd BE SIIAM 70 MUELLER 10378,CL W/F-2d50 OR E-3002 OR EQUAL / 4'DIAL M.X.-r N FROM BACK OF CM BFtO 5-3/4' Fe fir, .�...Si 6'OA YH-S BE1HRm BACK O GIB 1/• VASE BCK FINISHED GRADE /�are+we� ® r DIAL M.M.-IS'ffWD BAG(OF CRIB NOTE CFiwOtUT FITTINGS.NCIDINc THE WYE ~i�1-tCY IRpp Tn Flla G�,riB�VB AND STACK 94ALL BE DUCTILE IRON.ONLY F W-7''— N S T R U C T 10 N FULL BED OF MORTAR BE7WED4 Aim A r W J�OR ITEM ARE PLACED IN PALMED AREAS. HATER CO PM AD.%7-0p TO,/r COLLAR ON THE OUTSIDE OF 71E RINGS WVE 7NER e660-BB65 BROW a GRADE r 7-SENT IILIDIFR N-f0781 � OR 1'BELOW TYPICAL CLEANOUT DETAL 9BBY 8 514ID $ FINISHED AID SHALL MINIMUM O'2.MAIOIW OF 4 CONOWTE �1 4' ADJUSWG RNIS NO SCALE SE SET 50 AS TO S3/ PROVIDE lY W REMIFMCIED CONCRETE SLAB �� Project 7H IC OESS' r FOR 4r 7O 48'DIAL LIE LER ---CENTER VALVE BOX gl LL'S r `°�'°or°" r.r PAINTED �M 58,5e e 60 OVER OPERATING SU PERETTE VA NUT. LVE GREEN TIMBER AT ATE VALVE- ALL JONES N MANHOLE 70 HAVE END 01 SERVILE gNa t SB �OAR WEDGE ID '0'RING RUBBER CASKETS. Y N0.57.55.59 t 60 EQUAL PRECAST CONCRETE MANHOLE SECTIONS i G MM-F e-re- GALE VALVE BOOS VARIABLE 117OIMANHOLE STEPS M STEPS S APPROVED. OR E0,4AL. -- ARE 3 PIECE, W 1r 0.C.-AUAINW STEPS APPROVED. / 5-1/L'SHAFT aZM 9-7/Ir gj WATERTIGHT cAVET SEAL 7P S P/4 Location GRDGr BOTTOI W PAY lfNG111 ��t m LINO LAKES, MN �— "- K1C P.KG BFlIUS,9A8 7HICOE55 r FOR 14' 1/B O!HASFOR I1 14-3/4-3/4'.I r OONAEM am EACH 4'OF OEM GREATER THAN ICoul 1' 7_'/y ' Am REINFORCE WITH OW.10/10 MMK ROM Rah WATT PLUG GATE VALVE AND CATCH BASIN MANHOLE ` BOX INSTALLATION 10 NO SCALE O'CLOCK�TION NO SCALE SEWER MAIN Certification SANITARY SEWER SERVICE CONNECTION I epo try as pre�ed by mlenour myspecification or report e n wa: a under my airea NO SCALE supervision and that i am a duly licensed professional ENGINEER under the laws of the state of Minnesota. MANHOLE CASTING AND COVER,NEENAH R-,84E-8,E'S HROS.302.OF APPROVED Sr Yr 5OX-eBT OF EQUAL WITH MA0QMD BEARING SURFACES NO TWO(2)CONCEALED PICK HOLES. BASE DIAMETER / ADAST CASING TO 1/2•BELOW FINISHED- b'RING CASKETS 1 97WNOU5-RRACEE BETWEEN EACH JOINT Michael C.Bra t - �Y ADJUSTING RINGS AS l CK MANHOLE SEC710NL 'Toe O ^\ -OUTER MNM FI 171C Regismtlon Ho.4?BBl Date:li/19/2D12 (WIN.2,MAX 4) COHQiEIE WALKCONCRETE WALK N applkade,wntact us Ha a wet Signed copy of the r USE COMMERCIAL _A plan whkh n aaaiWWe upon request atMFRA Inc, I ��®CK MBAR��� O� �70E ADEPT DOME SECTION Plymo,nh,MN offke. CASTINGAND A ON OUTSIDE OF RINGS WAFRna1T SEAL `0, \ ,-.E+/9'-2 3/r -"{ I-- 1 s/r-2 3/r I BD7Et tEE B DIP. 20 lF.DIE. O G O ,.NOE WATER MAY STAND.70P of MANHOLE - rr 7u nT'mce D .. SHALL BE 2 FEET-ABOW GROUND,AN DAIR 2 FEET - J O D���o ff.IK q ABOVE TILE TOO YEAR STOW WATER ELEVATION. Designed:Mw DfaWI1:JTA pproved:Mw Book/Page.72J/55 2 ON MANHOLES IF DEEP AND GREATM A OE FOOT I 2 75/tr(11P.) OME SPACING DOME ) Phase:PRB»A InHAaI Issue:Ds/D7RD1a - FOR NCI(1'-47 PRECAST SEMI ON 94ALL BE r YMWNI O as 4r PLACED IMMEDIATELY BELOW THE coNE 9xn5NL .OR p,V.CL N01E DE ORN Nm ORB TRANSI7NN ON THE RAW WLL BE PAID FOR AS LINE R Revision History 1 ALL JON15 BEIWFEN SECTIONS SHALL HAVE'0' I M�WMQEE BLDIXIN 4 5 �HE PAN)AS �C�GH®AND�� AREA No.Date By Submittal/Revision 'Y RING RUBBER OASETS 1� DBS AMA F A FOBKO OTHERWISE THE 1RNCATm GONE AREA WILL BE Nt39ERTN.. g o ulet2o/ix nn O MG WArEaSHEDCWiY COMMENTS MEN15 4.MINIMUM SLAB TNCOESS r FOR,4•DEPTH. STAgOESSADAPTER SSTEEL,N lO 1/2 NCI PIEFOIHIIED JOINT FIVER MATERIAL AASHIO Y 211 INCREASE INCIOESS 1'FOR EACH 4'OF DEPTH SLEEVE ALSO ACCEPTABLE rS 2 4 e 2 r C 20.25.12 Iqr CTIY UNDSGpE COMMENTS -.3 GREATERTHAN14'AND REINFORCE\I1H OW CONCRETE OR APPROVED EQUAL 6 0 MARES WITH!CURBHEIGHT. EXAMPLESHOWN ISFOR r ORB HEIGHT. D S1oJ.11 JrA NEAR COMMENTS 10/10 YE9HL O ENCASEMENTBACK OF ORB 3 FRONT FACE O ORB ® r TO r is THE RE=w OFFSET OF THE OEIECUBLE wAN6Ws/MNCATED (HORSESHOES FILLED DOE AREA FROM THE FRONT FACE O C RIL OR PLACE THE DETECTABLE ilF DOWNSTREAM SIDE Typ) WATERTIGHT -•O CC4CREIE) A WARNINGS AT 71E BACK OF CRIB. Ahim - THE TOP OF THE ORW PPE SHALL BE PLAN VIEW OF RAMP O4 ADA RED M MWCA70 DOE AREA WALL BE 2•r WIN.14 DIRECTION Or EQUAL OR ABOVE 1HE 70P OF THE OUTLET TRAVEL NO SWILL WEND THE FULL WIN(3'r W 4•r TIP.)OF THE CURB - 2r 70 SPRING - _ - PPE F THE OUTLET PIPE S MORE THAN F0.OU FL/FT.SIDPE O'FLARED RGM ALL ROPED RAID. THIS 2'r BY 3-r OR 4•r WON(11P.)TRINCAMD DOME AREA SHA. on LINE(VAX) • .. TWICE 1HE DIA.OF THE DROP INLET.THAN SUE(F DOS=CONDITIONS DO N7FR$CTOB CON1RASf VISDALLr NN THE ADJAC9NT WALKING SURFACE TIE ENTIRE SECTION A-A THE FLOW LIE OF THE INLET SHALL BE EQUAL OR ABOVE THE SPRING LIE O"THE NOT T.-O MAY USE 0.,0 TRUNCATED WHEN AD STALL IE A LK 15 COLOR COLOR. GOY,WIRE OR ... FLOW NO INSIDE DROP OVER 2 OUTLET PPE FT./ET.-OMB FT/FT.SLOPE) NE7A THE AREA SHALL BE B A DARCOLOR CULDR. THE AM G TED OWE AREA SHALL IE A DAM COLOR(RED,BLACK.DARK FRAY,ai Sheet Title _ .._�—� ••:�. FEET ALLOWED -... � BRIGHT YELLOFn NEVI 71E ADJACSrt SDEMALK S A'ARC OR UQiT GRAY CEMENT"COLOR SECTION A-A 6'3' 2 4'Or 6 6'3' 2 CONSTRUCTION . OTHE COICEIE•INSTAl1ED N STNGTYACCORDANCE WITH MANUFACTURES BE MUM GRAMM PAME.OR AS'OU SHAPE r/FOOT O i A A ire RECOIILE7DA71OS GRAMIE PANELS 94ALL BE r NWINAL M001ES5 NN DETAILS CQISIRUCT �, ELEVATION OF RAMP STAMPED CONCRElE SANDED TEXTURED F 51fiW.YEETINISK FREE OREMMtMM OF 3M CONCRETE MILK AND CONCRETE HAVE NTECMA7FD HWO(FIEOUS COLORING B B FLUME' :'I O WIND GUTTER 5'4'O © 4'r FOR NEW CONSTRUCTION.Y r 1 CURB OR CURB ALLOWED FOR RETROFITS OR _. .. _� PRESERVATION POSSIBLE PROJECTS. SECTION&B �--( SEOpE BR-FLA7� O MEIN POSSIBLE PROVIDE A PAN O IUM SLOPE) PE) WOE LAND THE PEDESTRIAN A ,QU F< RAMP. A RELATIVELY MT(2K YAIOYIR/9APEU L'%{'LANDING IMIL ALLOW O NEZLCARS TO NAVIGATE AROUND THE PEDESTRIAN RAMP. Sheet No. Revision Js - CONCRETE STANDARD SANITARY INSIDE DROP-2 FEET MAX C9 01 D SEWER MANHOLE SECTION AA PEDESTRIAN CURB RAMP • NO SCALE NO SCARF OUTSIDE DROP MANHOLE Project No. FEN19355 NO SCALE 8619 CURB TO BE USED AT RADIUS Rnfra ATALL UTILITY CROSSINGS,2 IO REINFORCING RODS SHALL BE PLACED IN THE LOWER PORTION OF THE GUTTER;RODS 2-FE REINFORCING RODS AT CATCH BASINS TO BE 20 FEET IN LENGTH. • 20 FEET IN LENGTH.CENTERED ON THE STRUCTURE a c 1,i��kA K J10 11(I 6 ` Z 2• 3/4' 3A" Pwaft iM IB8018 Mw �ssU 4m.emo BlkphDIl. SLOPE I/4"P R FOOT M MAW 1BI8YI�B v-ln• min' IYNINfJR6B�= #4 REBAR 29" Client I/z•a r R CONCRETE VALLEY GUTTER 6' I/Y•R NO SCALE Fendler H I Patterson SLOPE S/4 FT 8619 CURB TO BE USED AT RADIUS F. CONSTRUCTION • 2-#4 REINFORCING RODS AT CATCH BASINS 20 FEEF IN LENGTH,CENTERED ON THE STRUCTURE p 111Iv Iv A MINIMUM!OF Ir OF CLASS 5 a SHALL BE PLACED ,.Hr Project I OEM THE aHRa e F 2' 2 µ ROODRDND RODS AT 2 (] BILL S GTDIR BASINS 20 FEET N SLOPFI`)4 I F06T - LENGTH,CENTMED ON THE # NOTE:ANY SIGN SUPERETTE SIRUCTUFE -,'; FREE STANDING IN 6 MIN M1 v 2n 2aln" ASPHALT PARKING LOT SHALL BE pMNNO in 1/2•R MOUNTED AS VEHICLE 0 o 1/Y r R 2e" SHOWN. I/Y R 4•CONCRETE RITE 6 z 6-10 z 10 TIRE MESH-JOINTS SO O.C* BI7W0NOU5�� LL��6_•��JI Ilr R A MINIMUMOF4"OF Dp NE WE r--L CIASSSSHALL BE PLACED F�waATILN 1•R 1 BELOW THE CURB VANE I". F ,° SLOPE y/4' FL m 2•Y RAPE I MOUNTABLE ,,,� Location 1 _A YRRMU/OF 4 ' Y0 I CONCRETE CURB AND GUTTER NO.RIBA LINO LAKES, MN OF CLASS 5 \ NO SCALE •z 4•STEEL u SHALL BE PULED TUBE(SEE BON i :..Y.. 18• BELOW THE CURL I�Y 1Y DETAILS THIS in SHEEN 2 µ ROMFORCNG RODS AT 4•SAND BASE CATCH BASINS 20 FEET IN 't 2 µ REINFORCING RODS AT STEEL SOIL 40 LENGTH,CENTERED ON THE CATCH BASINS 20 FEET . STRUCTURE e' CTURE CENTERED ON THE a PPEs -FLL TIDH ,I t-I � RIBBON CURB l 10 D NO SCALE •REPORT VANES-SEE GRADING PLAN I I PA1wIG n 030.ROOFING B6I2 CONCRETE CURB AND GUTTER FINISHED GtME n/ INTEGRAL SIDEWALK CURB DETAIL NO SCALE Certification NO SCALE .. .......,:. • Thereby ceRily that this plan,5pedflntion or Y YNDOT LURE 4SOS TP Io report was prepared by me or under my direct BITUMINOUS YEAR COURg I supervision and that I am a duty licensed t- I professional EN GINEERunderthelawsofthestate •WUOT CLASS 5 - 1S of Minnesota. PROPOSED PAVEMENT EXTEND O..5-6.70 1'PAST EDGE OF BLACK7OP �RRy 15'BIMRN0115 WAR CMtSE,MN/DOT � vP� BABE LURE 4505 B• 3A /20•BIlU1SHOU5 BASE COUIM MNAOT iA NOTE: CONCRETE—', ONCRETE Michael C.Bra t LVNLV SOS P N - CURB CUT OPENING(UM VANES) d Reglstration Ng.42661 Date:11/19/2012 - e-d 4 c 1. THE NEO U7LO TRAIL SLIT LOCATION MAY->:-REQUIRED 10 BE'MEANDERED' _e•CLUBS 5 OR CLASS 7(100R CRUMED) 4- MiTM-7FE DU7lDT Wf15 R THE FELD. THE LOCATION SHN.L BE AT THE Bapplinble,nntaR us forawetsgced ww or thb AGGREGATE BASL LN/D073131P - 4 APRONDRHEMKIN-OF 1FE-ENGINEER OR THE OMOL PIYrauothh vs avall offlabekuponrequestrt MFRA Inc, CONORETE 4. (DISTANCE FROM BACK OF aA61 VANES) ACKRILL THE TRAILTRAIL SHALL TO RMISHEID CCOMPLETE(ID VADON FOR nff TRAIL,AND ACCESSIBLE PARKING SIGN STANDARD DITTY PAVEMENT COMPACTED AAPPROVEDS6fRA0E 4 - ONTRACTION JOINT ZT NO SCALE Summary 15•NTLIMIN TIEAR CDURS[MIN/GOTA 2' Designed:mce DT—.ffA GUS LVNE 4505 Be RAN GU~ PAVEMENT EDGE Approved:ma Book/Page:727/55 u'OMMMMS BAg C LN/bOT r TYPICAL TRAIL SECTION Phase:PREDM initialm/o7nou LVNw 35035B• CON� CURB END SECTION NO-SCALE Revision History CI 5 CLASS 7(1001C CRUSHED) Y-9' ' AGGREGATE BASE.YN/bOT also, No SCALE Na Date By Submittal/Revision A B 20/15/22 TA Crn'COMMENTS CONCRETE PAD MENR HEAVY DUTY PAVEME\IY COMPACTED APPROVED SUBGtAOE D 11.07.12 RA CUENTOONIMeNTS MEETS UNCOMPAC.TED IN]Z"LIFTS OF WASHED SAND VARIES•SEE CONFORMING O H FOLLOWIN GRADA ON.: 3r PLAN VIEW 4D1 1. 90 TO 100%BETWEEN THE 0.2 MM TO 3/ISNORMAL. sFAM r CONCRETE-4,ODD PSI FINISHEDGRADE 1.OMM SIZE ANNULARRND 2. 50 TO 70%OFTHE PARTICLES SHALL BE IN COVER WITH B"DEPTH OF PIAISrED THE RANGE OF 0.25 MM TO O.SOMMGlum CITY- _ RAIN GARDEN MIX 70130 3. MEET SPECIFICATION ASTM 1`2396-04 MAX `e'CLAW 5 OR GAS 7(IOOZ INI� JA•f E EtEv-SEE 4.0 OF 3%PASSING THE 200 SIEVE \aI CRUSHED)AGGREGATE BASF MN/DOT RAN 6UAINIAN MIRIN 160N FABRC O Of' VANES NATIVE V 11' T I CED ARWNDSAND ELEV90B.0 PLANTINGS CONCRETE PAVEMENT 1Y COMPACTED APPROVED SIEIIRAOE I FILTER WHERE IN - NTACT WNH EREIN .'.:Y-• Sheet Title SOILS B� ,Ot �-90°° CONSTRUCTION SLOPED wBGIuoE 1.THE PAVEMENT S ECRG/S SHALL BE CGeSIRUCIED N ACCORDANCE R11H LNDOT 71 �i/�i / /� DETAILS 0�1TANDANUM D ����� �ALSO���TSOFTSOL ENGINEER. / / / / / MIRIFl 160E FABRIC PLACED AROUND / / / / / .- .a /// SAND FILTER WHERE IN CONTACT wrtH NATIVE soils 2 ALL THICKNE�,AS SPECIFED,AIRS TO BE CONSIDERED MNNW DEPMS,AFTER //\\//�\//�\//\\//� \\// S: RICE CREEK WATERSHED REQUIREMENTS: tlOIFT COMPACRON• ��������� T SHALL BE THECONTRACTOR'S RESPONSIBILITY TO INSTALL THE 1. IMPORT AND APPLY A TOPSOIL MIXWITHB-13%SOILORGAMCMATTER, 1.F1EVA710N5 PER TRADING PLAN 3.MN/bOT SPEC 2757 BTNYINOW TAG(CDAT SHALL BE PLACED BETEDI ORRECT SOIL MIX AND PROTECTION DURING CONSTRUCTION. WHICH SHOULD CONTAIN 30-4D%COMPOST BY VOLUME AND CLEAN SAND 2 GRATE TYPE D SUCCESSIVE BRUWDHWS LIFTS AN,AGAINST ABUTTING CONCRETE CURB MGM CONCRETE PAD OR SANDY SOIL THE SOIL DEPTH SHOULD BE 8-INCHES AND THE pH 2. RAIN GARDEN MIX TO BE CONSTRUCTED TO THE 908 CONTOUR SUITABLE FOR PROPOSED PUNTS.ASK TOPSOIL SUPPLIER FOR TEST 1 NEENA1 R-499R-LX OR APPROVED EGUAL 4.RECYCLED N1WNW5 WEAR COURSE Ylz Yil NOT BE ALtDRED. Cl ASS V AGGREGATE 2. OF THEIR PRODUCT TO VERIFY THE MATERIAL CONTAINS THEUIVALL Sheet No. Revision SUBSOLS 3. INSTALL ALL UPSTREAM TREATMENT PRIOR TO CONSTRUCTING DESIRED ORGANIC MATTER CONTENT AND PH.RETAIN TEST RESULTS �OF TREHCH BML CRETE THOUNESS CA SECTION VIEW THE INFILTRATION BASIN.PROTECT INFILTRATION BASIN FROM REPORTS AND RECEIPTS FOR MATERIAL DELIVERED TO THE SITE,ASTHEY /F� ALL CONSTRUCTION SEDIMENT BEING TRANSPORTED ON AND MAY BE USED DURING INSPECTION TO VERIFY THATTHE SOIL PAVEMENT SECTIONS CONCRETE TRENCH BOX C9.02 �/ A•O 1 D OFF THE SITE. REQUIREMENTS HAVE BEEN MET. ■CIF 7 L NO SCALE CURB CUT OPENING 2. FOR BEST RESULTS,PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2-INCHES NO SCALE NO SCALE INFlLTRATION BASIN CROSS SECTION DEEP BEFORE APPLYING TOPSOIL MIX AND/OR ROTOTILL SOME OF THE NO SCALE NEWLYAPPUEDTOPSOIL INTO THE SUBSOIL Project NO. FEN19355 knf ra 140MMKeK.SIB 14 M47111.111111,ot MMaw q.EgJ11If&=M Client FF Patterson CONSTRUCTION Project BILL'S "` tea- -I S-� SUPERETTE A �1 A ,• I—+eu•cTr� I 1 A T IT L I I c Location 3W Ise r LINO LAKES, MN Sediment all Inlet SVVOU SVJOU Max Max Total Oudet Treated Treated OIKIM Prirxsw Chamber Chamber /Outa:t; Ink[ SWOu Storage OriAo= Flaw Rate Flow Rate Orifice Product Storage Storage I Stub Invert Dia. VDlume inveK @1A0 p2TD D:a(D) Number Volume Volume ft, Diameter! ,T3)in. Certification Its It, i {AI in. Nominal (C)in. Sieve Size Sieve Size in. Nominal ICFS! ICFS) WQLSD409 Sr 36A.b 1%.7 561:3 Lr 44.6 4163 3.14 8.7 I hereby certify that this plan,specification or report was prepared by me or under my direct supervision and that i am a duty licensed professional ENGINEER underthe laws of the state of Minnesota. Michael C.Bra C. ,,�,,}}}77t��� �� _ Regatration No./R661 Date:il/19/2012 TMs ut De�I^n[cow.tGn' 1usrAuwn M irlHARS l-0NtsmEaroawets�E r�� �o Ifappliuble,comadmforaw ,ignedcow ofthk K�TEaAipxs—a-ANNORaE.TAnox caor TMsarrNoraaaErNC�Pm � plan"kh is-4ube,uponreauest at MFRA,Inc, aE.NEwixESEaEruCswnaio[orarwcnonio veary auirgUrv.owaNseo.aa:. �� .�x.sxu.w.rn urtr,.o.a a4—'01 Plymouth,MN office. Summary I_ "LET ppE Designed:mce Drawn:ITA �OMC Approved:MCB Book/Page:727/55 PLASH fevramzmD PLATf ��p, Phase:PREI UA initial Issue:os/o7/zD:3 9PLA91 PLATE Revision History r No.Date By Submittal/Revision 1 A W/20/2 SEG WATERSHED COMMENTS B 30/15/12 fTA Cf1Y COMMENrs C 1025.12 xn CITYtAND PECDMMENTS D 13A7.12 TTA C[IEW COMMENTS 1A r.� 10 OET CV PLATE WFAIL OTIIET WKE W IEIIFTROIEIr Sheet Title 0 CONSTRUCTION BAN gE D ETA I LS am TO FLOW LINE m MM DETAL IE d11lEr MATE OETAL • _ Sheet No. Revision •• 9=SIOIR 5 PFAMM STAIMM SIM CTI51011 Ia0T5 AM AVAILABLE,PIEAN COrfACf TOE PM116`.9 SAM TE UM F C9.03 D OR !INFORMATION. .ssDerNi txa,crs cwwarmao«srAUAnox l�Arnces A--WrElmmro a,P�sEnE M49Taimurn ML ,DpA�aFE[�riCATioKs PRIx�DaeARaxpRa�DHaau<YFaxANr PRINSCO EwTxEBEDETxaa�R�nTp�xaaumpx,p��a�su Oun.o�xs<p.m�. Project No. FEN19355 .+ `.-•/ / JJ' - _ - _ 4'Srurn�` Y TREE SCHEDULE NAME BOTANICAL NAME SIZE ROOT REMARKS ra :/ y -- - - - so 35 HACKBERRY CELTISOCUDENTALL �GROUNDCOVER LEGEND Wf•/ ?"' l4 PIN OAK QUEB UI ILLJPSOIDAU5 FULL, O SOD(ALL DISTURBED AREAS NOT SEEDED) BnpineBRnOBIweYlnp planning energy f.�• / / CURB 25" LEADER 14800�I An N,.SM 140 20 GINKO GINKO NLORA CAL BBB WET SEED MIX.BWSR W3 PIyRailk Minnesota 55447 3/ ■, 1711 NOV M476.601E walpn0I1B / 11 SWAMP WHILE OAK QUERNSBICOLOR CROTCH 176 476.8532 fBCSIInAB li FREEDOM FESCUE LAWN SEED MIX;4 VAR. wwwmiracom •/ SOD 24 ONTO BUCKEYE -lul-GLABRA MULTIPLE Client WHfTESPIRE BIRCH CLUMP BETUTA POPUUFOUA'WHFI'FSPIRE' 7' "a LEADER ^_ O� �0 �w�-�p_� f.• /;-��/ �~ LIQUOR STORE L QUANTITIES SHOWN IN THEPL N. SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE CONTRACTOR TO VERIFY 13,362 SFT QUANTITIES SHOWN ON THE PLAN. Fa ■ attewazaaa.m FFE=917.6E 2. SEE SHEET 11.02 FOR SHRUB AND PERENNIAL PLANTING LEGEND AND GROUNDCOVER LEGEND CONSTRUCT{O N 5 PLANTING NOTES L. ALL PLANTS MUSTBEHEA AS INDICATED ATEDI MATERIAL,FREEEGEND.S AND D6EASEAND BE CONTAINER GROWN OR B.EVERGREEN1CCAWS JVALANYTIME.APPLY AS PER AUF ON DECIDUOUS RSINSTRUCINR MOVED RGEAP ENS D FOR SHALL AL OF PES L TREES MUST BE PEDASITTRUNEDIN THE Ill HEADED LEGEND. EVERGREENS MOVED ANYTIME APPLY AS PER MANUFACTURER'S INSTRUCTION.ALL EVERGREENS SHALL BE ALLTREESMUSiBESTRAIGMTRUNKEDANDFULLMEADEDANDMEETALLREQUIREMENTSSPECIFlED. SPRAYEDIN THE LATE FALL FOR WINTER PROTECTIONDURINGWARRANTY PERIOD. Project f.• / + k 3. THEIANDSCAPE ARCHRER RESERVESTHE RIGMTO REJERANY PLANTS WHICH ARE DEEMED UNSATISFACTORY 20.PLANTING SOIL FOR TREES,SHRUBS AND GROUND COVERS:FERTILEFNIABLE LOAM CONTAINING A UBERALAMOUM\: L'• BEFORE,DURING,OR AFTER INSTALLATION. OF HUMUS AND FABLE Of SUSTAINING VIGOROUS PLANT GROWTH.IT SHALL COMPLY WITH N/DCTT BILL' b 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE SPECIFICATION 38TY TYPE B SELECTOPSOIL MIXTURE SHALL BE FREE FROM HARDPACK SUBSOR,STONES, ARCHITECT. CHEMICALS,NOXIOU5 WEEDS,ETC.SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 100-10 FERTILIZER 5. ALL PLANTING STOCK SHALLCONFORM TO THE'AMERICAN STANDARD FOR NURSERY STOCK,'ANSI.Z60,LATEST ATTHE RATE OF 3 POUNDS PER CUBICYARD.IN PLANTING BEDS INCORPDRATETHIS MIXTURE THROUGHOMTHE yt D _ i 1 a EDITION,OF THEAMERICAN ASSOCIATION OF NURSERYMEN,INC.AND SHALL CONSTITUTE MINIMUM QUALITY EMI RE BED BYROTOTIW L T5 NGITINTOTHETOPI2'OfSO SUPERETTE •�,/ __ _ - - REQUIREMEN FOR PLANT MATERIALS. 21.ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GR OWING SEASONS(APRIL 3-NOVEMBER I),UNLESS ISTI 6, EXNGWEESANDSHRUBSTOREMAINSHALLBEPRO CrEDTOTHE DRIP LINE FROM ALLCONSTRUCTION OTHERWISE SPECIFIED.THE GUAJIANTEESHALi COVER THE FULLCOST OF REPLACEMENT INCLUDING LABOR AND TRAFFIC,STORAGEDFMATERIALSETC.WITH4'M.DMNGEPLASTICSAFE.FENCING ADEQUATELYSUPPORTED BY PLANTS. _ STEEL FENCE POSTS 6'O.C.MAXIMUM SPACING. 22.CONTRACTOR SHALL NORFYTHE LAND SCAPEARCHITECIAT LEAST 3 DAYS PRIORTOPLANNED DELIVERY THE \4 /`� 7. ALL PLANT MATERIAL QUANTITES,SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE.CONTRACTOR CONTRACTOR SHAD NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT SHALLBERESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO INSTALLATION. / 'h J„✓- / - + �� 48 44 �' CONFORM TO THE EXACT CONDITIONS OFTHE SITE THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING 23.SEMONSRIMEO"PLANTING ANDSEEDING:NOTE THECOUMC'rORMAYELERTOPLAMINOFF-SEASONS r LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. ENTIRELYAT HIS/HER RISK C Xc ' --/--- --- -- - -- - ----�' 8. ALLTREES MUST BE PLANTED,MULCHED,AND STAKED AS SHOWN IN THE DE TAILS. DECIDUOUS POTTED PLANTS:APRIL I-TUNE I;AUG.21-NOV.1 9. ALL PLANTINGAREASMUSTBECOMPLEfELY MULCHEDASSPECIRED. DECIDUOUS BBB:APRIL I-TUNE I:AUG.2I+VOV.1 10.MULCH:SHREDDED HARDWOOD MULCH,CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIWS MATERIAL EVEN GREEN POTTED PLANTS:APRIL I-JUNE I;AUG.21-0CT.I Location IN ALL STAND ALONE TREE PITS.SHRUB BEDS AND MONUMENT SIGNS SHALL BE ROCK MULCH.SUBMIT SAMPLETO EVERGREEN BBB:APRIL 1-MAY 15;AUG.21-SEPT.15 LANDSCAPE ARCHITECT PRIOR TO DELIVERY OWSTTE FOR APPROVAL DELIVER MULCH ON DAY OF INSTALLATION. NATIVE MIX SEEDING:APRIL I5-JULY 20;SEPT.20-0R.20 USE4 MULCH: TREES UNLESS OTHERWISEBEDS 24.MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE.PLANT MATERIAL LINO LAKES MN -,� 11.ROCK FOR SHRUB/PERENNIAL BEDS AND ROCK MAINTENANCE STRIPS SHALL HAVE P'DEPTH OF DECORATIVE SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS G COMPLETE,INSPECTION HAS DRESSER TRAP ROCK OVER FILTER FABRIC AS SUPPLIED BY DRESSERTRAP ROCK INC;DRESSER WISCONSIN ROCK BEENMADE,AND PLANTINGS ARE ACCEPTED EXCLUSIVE OFTHE GUARANTEE MAINTENANCESHALLINCLUDE SHALL BE MODEL 481C WATERING,CULTIVATING,MULCHING,REMOVAL OF DEAD MATERIALS,RE-SETTING PLANTS TO PROPER GRADE AND ~' GAS STATION 0 12.STEEL LANDSCAPE EDGING:SHALL BE COLMET.EDGING SHALL BE MODEL 41007(30n7GM L}").COLOR SHALL BE KEEPING PLANTS W A PLUMB POSITION.AFTER ACCEPTANCE,THE OWNER SHALL ASSUME MAINTENANCE / :~ J , .t r l _ i BLACK. RESPONSIBILITIES.HOWEVER,THE COMRARORSHALLCONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES =O' 8,097 SF Ye . T' ]3.THE PLAN TAKES PRC�DENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST.THE SPECIFICATIONS TAKE PLUMB THOUGHOUT THE GUARANTEE PERIOD. GAS PUMP FFE=915.9E I PRECEDENCE OVER THEFLANTING NOTES AND GENERAL NOTES. 25.ANY PLANT MATERIAL WHICH DIES,TURNS BROWN,OR DEFOUATES(PRIORTO TOTAL ACCEPTANCE OF THE WORK) L' I I 14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANITIESTO COMPLETE THE SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES,QUANTITY, i L t7ANOPY _ D ggL WORK SHOWN ON THE PLAN.VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. _-t.J / -• `' 'III ' T - IS.LONGTERM STORAGE OF MATERIALS OR SUPPUFS ON-SITE WILL NOT BE ALLOWED. 26.WATERING:MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE WEEK.IN _'` •: ;,�J II 1L _ I6.THE CONTRACTOR SHALL KEEP PAVEMENTS,PLANTERS AND BUILDINGS CLEAN AND UNSTAINED.ALL PEDESTRIAN EXTREMELY HOT,DRY WEATHER,WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS AND VEHICLE ACCESSTO BE MMM M ANED THROUGHOUT PERIOD.ALL WASTES SHALL BE PROMPTLY WILTING IFAVES.CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED.CONTRACTOR j� `` o REMOVED FROM THE SITE.ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND SHALL MAKE THE IJECESSARY ARRANGEMENTS FOR WATER. .`_ �% WATERED UMILINSTALJATION.PLANTS NOT MAINTAINED IN THIS MANNERWILL BEREECTED,AMDAMAGETO 27.CONTRACTOR SHALL REQUEST IN WRITING,A FINAL ACCEPTANCE INSPECTION. f L _ EXISTING FACILITIES SHALL BE REPAVED ATTHE CONTRACTOR'S EXPENSE. 2R.ALL DISTURBED AREAS TO BE SODDED,ARE TO RECEIVE 4'TOP SOIL AND WATER UNTIL A HEALTHY STAND OF ..,E.j; 17.THECONTRARORSHALL BE RESPONSIBLE FOR COMPLYING WITH All-APPLICABLE CODES,REGULATIONS,AND GROSS 1506TMNED. Certification T� PERMITSGOVERNING THEWORIL 29.IRRIGATIONS/STEM TO BE DESIGN BUILD.SUBMIT DRAWINGS FOR PRIOR APPROVAL IRRIGATE ALL SODWITN ]H.LOCATE AND VERIFY ALL UTILPIIES,INCLUDING IRRIGATION LINES,WITH THE OWNER FOR PROPRIETARY UTILITIES EITHER SPRAYS OR ROTORS AT A MINIMUM DESIGN OF I-PERWEEK.IRRIGATE ALL PLANTERS WITH A DRIP STYLE .Y•' ,I AND GOPHER STATE ONE CALL AT 454-0002(TWIN CEDES METRO AREA)ORgoo_2524166(GREATER MINNESOTA)48 SYSTEM AT.25"PER WEEK INSTALLATOTAL OF4 QUICK COUPLERS ATTHE CORNERSOFTHE PROPERTY.A25"TYPE Ihere thatthn I by certify ,wrvey,plan orreport was / •- HOURS BEFORE DIGGING CONTIXAROR SHALL BE RESPONSIBLE FORTHE PROTECTION AND REPAIR OF ANY KSOURCE PIPE IS PROVIDED BY MECHANICAL DAMAGESTOSAME.NOTIFY THE LANDSCAPE ARCHITECT OF MYCONFUCTS TO FACILITATE PLANT RELOCATION. 30.CONTRACTORSHALLIRRIGATETHE ENTJREPROPERTY. PreparedWme or under my direct supervmon and that I a dumLI e Minnesota. ARCHITECT der a laws of the State of __________j-� _ / ma ud LANDSCAPE 44- I _-.�- G\Yy DCelmeltaV(-4.Tappen.* -A - __ ____ Kevin Teppen JURB Re"stab nNo 26980 Date,10.25,2012 \ •), \' \ _._„_ _ ._.___ TNsCertfloftmanotvalidunlazswetsigned In Nae \\ \� FJBPS9'S=M arm / 1�1 CITY CODE ink. Aa If apPlNe,contact M fo,a w py et signed Co of -- - A _ _ ma suPneYwhkn¢availahle upon request at MFRA, VEHICULAR HARDSCAPE TREE CANOPY COVER REQUIRED FOUNDATION LANDSCAPE REQUIREMENTS(WITH IN 15'OF BUILDING) nc,Plymouth,MN office. 'r'.,'b•- ,- _qJ, (VEHICULAR HARDSCAPE(SF)X CANOPY COVER PERCENT) (124,728 SF X 40%)=99,8915E REQUIRED REAR AND SIDES: 1 LARGE TREE AND 3 LARGE SHRUBS PER 100 LF ,_ y,; -- - 11L00'� 2� FRONT AND STREET: 2 LARGE TREES AND 6 LARGE SHRUBS PER 100 LF Summary PLANTING LOCATION INTERIOR PARKING- WMAN 7'OF VEHICULAR T-12'FROM VEHICULAR G STATION: Designed:NOT Drawn:JfA "= an.Io¢ - .. Approved:MCB Book/Page:727/55 - cuRP a. - ASSIGNED CANOPY HA DSUR REQUIRED:6 TREES,18 SHRUB(200'SIDE/REAR,220'FRONT/STREET) " -.... -- - --_-- _- - -- COVERAGE VALUE 100%OF CANOPY SF 50%OF CANOPY SF 25%OF CANOPY SF PROVIDED.6 THE 2 SHRUBS s4•••-. MAIN STREET ;..,.,;^.p, ;,:,,,. .,..� � H. ase�vRENM Initial ssue- FS 2 A 09/07/2112 Revision History .'. ........... _..,....._ LIQUOR STORE: " <u W LARGE TREE 950 5E(OR 12005E IN 600 5E 300 5E rY z w ISLANDS OF 3.TREES) REQUIRED:6 TREES,18 SHRUB(370'SIDE/REAR,148'STREET/FRONT) No.Date By Submittal/Revision 1. SCARIFY BOTTOM AND REMOVEALLTWINE. NOTE GUY ASSEMBLY OPTIONAL BUT O'^ PROVIDED:8 TREES,21 SHRUBS SIDES OF HOLE PRIOR 5. PLUMB AND BACKFILL CONTRACTOR ASSUMES FULL 81--� A 09/20/12 SEG -WATERSHED COMMENTS O O MEDIUM TREE SOD SF 250 SF 125 SF TO PLANTING WITH BAOXFILL SOIL RESPONSIBILITY FOR MAINTAINING TREE IN u W B 1W35/12 RA CTTY[ODSCAPE 2. TRIM OUT DEADWOOD 6. WATER TO SETTLE A PLUMB POSITION FOR THE DURATON OF >-ZO AND WEAK AND/OR PLANTS AND FILL VOIDS. THE GUARANTEE PERIOD O ID W SMALLTREE OPEN AREAS LANDSCAPE STANDARDS c 10.25.12 NT CnV LANDSCAPE COMMENTS 250 SF 125 SF N/A D 11.07,I1 ITA CLIENT COMMFNR z v+p 1 LARGE TREE AND 3 LARGE SHRUBS PER 2000 SF NOTDEFORMEDALEADTWIGS.LEADER. 7. WATER WITHIN TINE ¢'� NOT CUT A LEADER.DO HOURS OF " EXISTING TREE 19D0 SF 950 SF N/A GUY POLYETHYLENE ASSEMBLY- POLYPROPYLENE TR TOTAL OPEN AREA SF:63,10E SF NOT PALM CUTS. INSTALLATION. pOLYEfHYLENE 140 MIL)1-2/2'WIDE STRAP O 612"DBH 3. SEf PLANTON WATERING MUST BE {TYP)DOUBLE STRAND ICI GA WIRE,2-7" UNDISTURBED NATIVE SUFFICIENTTO ROLLED STEEL POSTS(MnDOT 3401)@ IST EXISTING TREE 2850 SF 1425 SF N/A REQUIRED:32 TREES,96 SHRUB SOIL OR THOROUGHLY THORa1GHlY 12"+DBH PROVIDED:32 TREES,96 SHRUBS PLAN O.C.(SEE STAKING DIAGRAM) COMPACTED BACKFILL SATURATE ROOT BALL SOIL INSTALL PLANTSO AND PLANTING HOLE. CANOPY PROVIDED BUFFER AND SCREEN STANDARDS 8"2-PLY NYLON STRAPS THE ROOT FLARE ISAT B. PLACE MULCH WITHIN PARKING:DOUBLE ROW HEDGE,TRIANGLE SPACING, OROPTOZ"ABOVETHE 48 SECOND OFTHE COORDINATE STAKING To LARGE TREE 30"TALL,VEAR ROUND SCREENING. DOUBLE STRAND 12 GAUGE WIRE FINISHED GRADE SECOND WATERING 13,30E SF 33,60E SF 0 T PAINTED FLUORESCENT ORANGE 012' INSURE UNIFORM ="' (147REE5) (56 TREES) (OTREES) Sheet Title 4. PLACE PLANT IN UNLESS SOIL MOIST u w PLANING HOLE WITH IS EXCESSIVE. ORIENTATION OF GUY c W F BUFFER TO RESIDENTIAL:6'BERM/FENCE SCREEN WITH WHITE FLAGGING(TVP.) LINES AND STAKES 50%OF FENCE SHRUB COVERED TREE AND BURLAP AND VARE >O�MEDIUM TREE O SF 350E SF O SF TREE WRAP BASKET,pF USED), Ou Oj (O TREES) (14 TREES) (O TREES) BOULEVARD TREES 41NCHES MULCH INTACT'BACKFILL STAKING DIAGRAM -_ REQUIRED:1 TREE PER 70 LF.14 TREES(950 LF) G ROU N DCOV E R 41NCH DEEP SAUCER WnHIN i O0u, SMALL TREE 0SF 0SF PROVIDED I6 TREES 1 APPROXIMATELY 12"OF f GUY WIRE WITH WEBBING <'�^ z a (0 TREES) 0 TREES) 8 STEEL TEE POST-3 REQUIRED AT 120' THETOP OF ROOTBALL, FLAGGING-ONE PER WIRE u WATER PLANT.REMOVE O EXISTING TREE PLAN BACKFILL MIX TOP 2/3 OFTHE BASKET 4"-6"SHREDDED BARK MULCH0 SF 0 SF OR THE TOP TWO 6-12 DBH (OTREES) (O TREES) UNDISTURBED SUBSOIL HORIZONTAL RINGS, 'f-EXISTING GRADE N WHICHEVER IS GREATER. EXISTING TREE REMOVE BURLAP&ROPE REMOVE ALLBURLAP .. MINIMUM 1/2 WIDTH OF ROOT BALL 12"+DBH 0 SF D SIC TOP 30 F THE BALL AND NABS FROM TOP (OTREES) (OTREES)PLANING SOIL MI(TUBE(SEE SPEC.) Sheet No. Revision 1/30F THE BALLT 13,300 SF 37,100 SF 0 SF 50,400 SF PROVIDED NOTE:SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE -- -- - UNDISTURBED OR STABILIZED SUBSOILS TOTAL (14TREE5) (70 TREES) (.TREES) 49,8915E (t REQUIRED L1.01 D 1 DECIDUOUS TREE PLANTING DETAIL 2 CONIFEROUS TREE PLANTING DETAIL D NOROTH BD u.o2 N.T.S u.o2 N.T.S SCALE IN FEET Project No. FEN19355 CY) co ........... S —------ f ra 00*D P'�W 490.06 0 enpineeringsury EAST PROPERTY LINE PLANTING PLAN 0 20 40 14800 20 AL hL Ste 140 152— --— wmim nesm 1,l l�O2 min 55447 N.T.S SCALE IN FEET M 476.6DIO tele"M M 476.8M facsimile PLANT SCHEDULE wwwnftxom NORTH NEY �.J CMMONNAME SHRUBS Client 140 SERVII E RY AMELANCHIER ALNIFOUA'REGENT' @ 0 BLUE LEO ARCTIC WILLOW SAUX PURPUREA NANA' Full Fandler 132 DARTS RED SPIREA SPIREA X BUMALDA-DART'S RED' #1 EONT,I.RMTO GRADE HYDRANGEA HYDRANGEA ARSORESCENS'ANNABELLE' _ I l // (D 6 HYDRANGEAP. C 0 IN LS T R U C T 1 0 N 42 TAUNTONSPREADINGYEW T USXMED.7AUNTONI' H MEROCALUSSrEULADE ORO' DE MO MYULY 10 1 33 1 g1 COM. FORM TO BLUE RESCUE I�ESTUCA CINMEA 01 UE' 3 SHRUB&CONTAINER PLANTING DETAIL 1. QU NTMES SHOWN IN THE PLANTING SCHEDULE ARE FORTHE CONTRACTORS CONVENIENCE.CONTIRACRMTOVERMY Pro ect QUANTITIES SHOWN M THE PI-AN. j 2. SEE SHEET 11.01 FORTREE PLANTING LEGEND AND GROUNDOOVER LEGEND I i 0 V) BILL'S o SUPERETTE 01 II Als 4 Location o' �; ---------- U�6 LINO LAKES, MN Q)i. �JLX Certification I hereby cerdly the this w�,pie,or report pared by ms or-der my dired supewision Was Pre J) ..d that I am A duiV Liomeed LANDSCAPE 0 V)1' ARCHITECT underthelwa,sofmeS�of 0 f. Minnesota.r--- O\My D—eft.\K�Tpparjog Kevin Teppen RegistretionNo.26980 Dam:10.25201.2 Thsoerfffiosdo.isamafid-�— J i i.k.IT eopficable o.roal us for.—Mg ow of this 9�which is�i� �o-at MFRA, Plymouth,IVIN offi/ ✓ i - -ry 2 Summary Designed:Nice Dra—JrA Approved:Nice Book/Page:727/55 % Me—PRELIM Mail issue:09/07/2*u 0 C Revision History r No.Date By Submittal/Revision 0 A 09/20122 MG WATERSHED COMMENTS S 20/0112 9A ��MENTS • C M25M M OTYLA—ECOMMENTS —----- D IL07.0 9A WENT COMMENTS 0 Sheet Title SHRUB PLAN • \ \ '' �t � >„ �� .� '� .., � \ � �. 'ail I N 11V Sheet No. Revision NORTH X L1.02 D WEST AND SOUTH PROPERTY LINE PLANTING PLAN 0 20 40 �,Ll.02 N.S SCALE IN FEET Project No. FEN19355 S139"!)9 3t)t 282 41 --- .�' amfra �.°.ter: ''• / ' - -"' £ ` TREE PROTECTION.FENCE ° `I • .� �, a arLpinaegnpsOlveylnp PlBnnlnp energy AGA TREE SIZE ACTION AGH THE SIZE ACTION AGN TREE SIZE ACTION T 1001 OAKEE ES 6"DBH E Removed N T 2031 OAK E 5 8"DBH E RemovedN T 1061 CHERRY SPECIES 9'DBH E RemovedN 28MAR.N.SIB 140 1Ptym A Mlnrlesola 55447 II SPECIES TYPE SPECIE TYPE ECIE TYPE 1002 OAK 6"DBH Removed 1032 OAK 12"DBH Removed 1062 CHERRY IS*DBH Removed M 476.6010 0"m x,,.,.. 1003 OAK 7"DBH Removed! 3033 OAK 6"DBH Removed W63 SPRUCE SD'Fi Removed (]�475.8 WOMB I' 1004 OAK T DBH Removed Lou OAK 10"DBH Removed W& SPRUCE so,R Removed WIYW.II1fi8LOm C.• �e :I 1005 OAK 6"DBH Removed IMS OAK 6"DBH Removed 1065 PINE 20'FT Removed 1006 OAK 8"DBH Removed 1036 OAK 6"DBH Removed LIMA ASH 27 DBH Removed Client • � / t A 1007 OAK T'DBH Protected 3037 OAK B"DBH Removed ]O6] ELM L]"DBH ProteRed 1008 CEDAR 28'17 Protected 1038 OAK 8"D811 Removed 1068 SPRUCE 20" Fendlere DBH Protected IW9 OAK 6"DBH Protected 1039 OAK 10"DBH Protected MISS ELM 6"DBH Removed ......... J,, 1010 OAK 9`DBH Protetted im OAK T DBH Removed IOM HACKBERRY 13 ON Protected / •twat .........._ _ CONSTRUCTION 111 nil OAK 6"DBH Removed 1041 OAK 9`DBN Remwetl 1071 BOX ELDER WOW Removed 1012 OAK 6-DBH Removed ]0C2 OAK T DBH Removed 1072 BOX ELDER 20"DBH Removed .:... ..._ 1013 OAK 6"DBH Removed INS OAK 6"DBH Removed 2073 BOX EIDER 18`DBH Removed a _ W24 OAK B-DBH Removed LOU OAK 6"OBH Removed 1074 HACKBERRY 6-DBH Removed S"- F EE iEFTION FENCE ! 1035 OAK 6"DBH Removed 1045 AlO B"DBH Removed 1075 BOX ELDER 13"DBH Protected / - \ 1016 OAK 6"DBH Removed 1046 OAK 9"DBH Removed Project 1017 OAK 6"DBH Removed 1047 OAK 13"DBH Removed L,S ]076 BOX ELDER 21"DBN Removed BIL 1018 OAK T'DBH Removed 3048 OAK 9"DSH Removed i�- Y ''" v s•Iw ( ION O T DBH 100 T'DBH TREEPROTECTION FENCE _5 � AK Removed 9 OAK Removed SUPERETTE 1020 OAK 8"DBH Removed 1050 OAK 8"DBH Removed a _ / �." \ ..... .... .. ._. ' °x 1021 OAK II`DBH Removed 1051 OAK 6"DBH Removed s I Removed LOU OAK V DBH Removed W52 OAK F 1023 OAK 6 DBH Removed 1053 CEDAR 35 FT Removed .`� 'cvrx •'/Sot �y , ' . . 1024 OAK T DBH Removed 3054 SPRUCE /2'FT H Removed •s' Twx,. 4a ' _ 1025 OAK B"DBH Removed 1055 OAK 7•DBH Removed Location IIiEE PROTECTKIN NCE Loc .;` ' 1026 OAK Il`DBH Protected 1056 SPRUCE 35'FT Removed ' - • 1027 OAK 10'DBH Prot Red 105] SPRUCE 35'FT Removed LAKES, M N roA e em LINO LA , / D f ' �" -�. / • ,_. 2028 OAK 6'DBH Removed 1058 SPRUCE 24'FT Removed R - vro.s t • ]029 OAK T DBH Removed 1059 SPRUCE 40'FT Removed -ZO -'• "" /:! sx-o.e o f �'. .l. _ ,� low DAK 12"DBH Removed 1060 SPRUCE 40'FT Removed i V 11 / / root .!• ! !..! ! • ! Certification ", V°,//'////�\•\� � a� Ui�survey,phm or report Preeby.pared;me ffy that unde mY d re suPervwonwas CSA \\tr1 ! ... 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KE CITY OF LINO LAKES CERTIFICATION RESOLUTION NO. 12-130 STATE OF MINNESOTA) COUNTY OF ANOKA) SS CITY OF LINO LAKES) 2046534 . 012 1 I, Julianne Bartell, City Clerk of the City of Lino Lakes, in the County of Anoka and State of Minnesota, certify that I have examined the attached copy of Resolution No. 12-130, Approving a Conditional Use Permit to Allow a Motor Fuel Station at the Property Located on the Northeast Corner of Lake and Main Street, approved by the Lino Lakes City Council on December 10, 2012, and have carefully compared the same with the original on file in this office, and that the attached copy is a true, correct and complete copy of the original. IN WITNESS WHEREOF, I have signed and affixed the city seal on December 13, 2012. City Cler 600 Town Center Parkway, Lino Lakes,MN 55014 Phone: 651-982-2400 Fax: 651-982-2499 CITY OF LINO LAKES RESOLUTION NO. 12-130 RESOLUTION APPROVING CONDITIONAL USE PERMIT TO ALLOW A MOTOR FUEL STATION AT THE PROPERTY LOCATED ON THE NORTHEAST CORNER OF LAKE DRIVE AND MAIN STREET WHEREAS, Grant Rademacher has submitted a request to the City for a conditional use permit to allow for the construction of a motor fuel station(Bill's Superette) located on the property located on the northeast corner of Lake Drive and Main Street; and WHEREAS,the legal description of the property (Subject Property) is: All of Lots 5, 6 and 7, Forest View Acres and those parts of the vacated service road and Lot 1, Forest View Acres, lying South of the North line of Lot 5 extended Westerly to the highway right of way,Anoka County, Minnesota and lying southeasterly of the northwesterly 30 feet of said Lot 1; and WHEREAS, staff has prepared a review of the plan set, dated September 7, 2012, most recently revised November 7, 2012; and WHEREAS,the Planning and Zoning Board held a public hearing on November 14, 2012 and unanimously recommended approval with conditions; and WHEREAS,the City Council of the City of Lino Lakes makes the following findings: a. The proposed development application has been found to be consistent with the policies and recommendations of the Lino Lakes Comprehensive Plan. b. The proposed development application is compatible with present and future land uses of the area. c. The proposed development application conforms to performance standards herein and other applicable City Codes subject to conditions of approval. d. Traffic generated by a proposed development application is within the capabilities of the City. e. The proposed use will not involve uses, activities,processes, materials, equipment and conditions of operation that will be detrimental to any persons,property, or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, or odors. f. The proposed use will not result in the destruction, loss, or damage of a natural, scenic or historic feature of major importance. g. The proposed use meets the standards regarding architecture, setbacks, lighting,height, dust control, landscaping, circulation, parking, noise, and outside storage specifically set forward for motor fuel stations. NOW,THEREFORE,BE IT RESOLVED THAT the Lino Lakes City Council approves the conditional use permit to allow a motor fuel station (Bill's Superette) on the Subject Property, subject to the following conditions: 1) Submission of a revised plan set that incorporates the comments from the City Engineer regarding stormwater management; 2) Obtain all necessary permits from the Rice Creek Watershed District, and provide a copy of that permit to the city; 3) Pond areas must be planted with a native seed mix acceptable to the city and managed for a minimum of three years by an approved city contractor; 4) Bollards are installed at the terminus of each parking space on the site plan, and that raised curbing is installed on the north side of each building; 5) The proposed buffer fence shall be setback a minimum of 10 feet or to the extent possible so as not to impede drainage from the swale. The purpose of the setback is to allow for ease of maintenance; 6) The landscape plan is revised to indicate additional buffer plantings along the eastern property line (where existing trees are incorrectly shown) and include screening around the propane tank; 7) All outstanding land use fees or escrows shall be paid in full prior to issuance of a building permit; BE IT FURTHER RESOLVED THAT the following conditions apply to the on-going use of the property as a motor fuel station: 1) Canopy illumination level shown on the photometric plan shall be allowed between 5:00 a.m. and 11:00 p.m. Outside of these hours,the fuel pumps may operate but the canopy light level shall be significantly reduced to approximately 10 percent of full illumination; 2) Canopy light is restricted to only the lighting of the pump island area, and that the canopy itself is not backlit and does not have lighting on it; 3) The public address system shall-be limited to an intercom system and shall not play music or advertising; 4) Any video advertising devices integrated into the fuel pumps shall be inaudible from the surrounding properties and rights-of-way. 5) Future reconstruction of CSAH 14 and CSAH 23 will include raised channelization, so both development access points will become right in/right out access points at such time. Adopted by the Lino Lakes City Council this the 10tn day of December, 2012. The motion for the adoption of the foregoing resolution was introduced by Council Member Q,rinnnel 1 and was duly seconded by Council Member RnacPr and upon vote being taken thereon,the following voted in favor thereof: O'Donnell, Roeser, Rafferty, Stoesz, Reinert The following voted against same: none Whereupon said resolution was declared duly passed and adopted. Jeff Reinert, Mayor ATTEST: Juliqear:t�e=l 1, Cit Clerk Document .'\o.: 2046>34.012 ABSTRACT I Ilerebv COlik that the vy-ithin in,trurnent vvit, Gled in this office for record on: 12'24 2012 10:32:00 AXI Fees,Tases In the Amount of: S46.00 LARRY W'. D MJF Anoka County Property Tax .Administrator'Recorder'Registrar of Titles AMS, Deputy Record ID: 2561963