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ITEM 2.33601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPCTPCg Plan ningCo.com PLANNING REPORT TO: FROM: DATE: 60 -DAY DATE: RE: TPC FILE: BACKGROUND Otsego Planning Commission Daniel Licht, AICP 14 May 2015 20 June 2015 Otsego — Riverbend South; Kwik Trip CUP 101.02 ITEM 2-3 Kwik Trip, Inc. has submitted application for a conditional use permit to develop a convenience store with motor fuel sales, truck stop and a commercial car wash. The subject site is located northeast of TH 101 and 70th Street (CSAH 37) and is being platted concurrently as Lot, 1, Block 1 Riverbend South. A public hearing to consider the application has been noticed for the Planning Commission meeting on 18 May 2015. Exhibits: A. Site Location B. Building Elevations and Floor Plan (5 sheets) C. Existing Conditions & Removals Plan D. Site Plan E. Site Plan (Keynote) F. Grading & Erosion Control Plan G. Utility Plan H. Utility Plan (Storm Sewer) I. Stormwater Pollution Prevention Plan (SWPPP) J. Landscape Plan (2 sheets) K. Photometric Plan L. Sign Plan (12 sheets) ANALYSIS Zoning. The subject site is zoned B-3, General Business District. The proposed use is allowed as a conditional use subject to the performance standards outlined in Sections 20-77-6.C, D and E of the Zoning Ordinance. Consideration of the conditional use permit is to be evaluated based upon, but not limited, to the criteria established by Section 20-4-2.F of the Zoning Ordinance: The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The 2012 Comprehensive Plan guides the subject site for commercial land uses. The Comprehensive Plans states that this area has in the past been designated for highly limited, highway -oriented commercial services. This applies to geographic coverage as well as scope of services provided. However, the upgrade of TH 101 to freeway status within the City and the planned improvement of CSAH 37 between TH 101 and CSAH 19 increase the potential for a broader range of commercial uses at this location. The Comprehensive Plan also states that development standards in this area of the City should be consistent with that encouraged at other locations along the TH 101 corridor. The policies of the Comprehensive Plan require that residential development be protected from adverse environmental impacts, including noise, air, and visual pollution by construction, site planning or other techniques. The Comprehensive Plan further states that all commercial uses are to be adequately screened or buffered from any adjacent residential development. The developer has addressed this issue through site design, screening and landscaping and additional conditions limiting the use are to be required to address this issue and ensure consistency with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is surrounded by the existing and planned land uses in the table below. Specific attention must be given to the compatibility of the proposed use with the existing and planned residential uses to the east, including requirements for screening, buffering, and conditions related to the operation of various elements within the proposed development. Direction Land Use Zoning Existing Use North L/MD Residential R-6 District Wetland (City) East L/MD Residential M/HD Residential R-6 District R-7 District Detached TH Townhouse South M/HD Residential Commercial A-1 District B-3 District Comm. Stable Vet Hospital West -- -- TH 101 I 3. The proposed use's conformity with all performance standards contained within the Zoning Ordinance and other provisions of the City Code. Comment: The proposed use will be required to comply with the applicable provisions of the Zoning Ordinance and City Code. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site is accessed from CSAH 37, which is designated as a minor arterial street by the 2012 Comprehensive Plan, and a local street to be constructed to the standards of the Engineering Manual. These roadways have adequate capacity to accommodate the volume and type of traffic generated by the proposed use. 5. The proposed use can be accommodated by existing public services and facilities and will not overburden the City's service capacity. Comment: The subject site is within the East Sewer District and adequate public services are available to support the proposed use. Building Design. The developer has submitted elevations and floor plans for the proposed buildings. Section 20-17-4.D of the Zoning Ordinance requires a minimum of 65 percent brick or other masonry material for the exterior of all buildings. The exterior of the convenience store and car wash are 100 percent brick on all sides with metal roofing, which exceeds the requirements of the Zoning Ordinance. The developer must submit additional information regarding construction of the gator shed, which should use the same exterior materials as the principal building, and the fenced CNG system structures at the southeast corner of the subject site for review and approval. The B-3 District allows a maximum structure height of 30 feet. The height of the convenience store, car wash and gas canopies are 24 feet, 15 feet and 15.5 feet respectively and comply with the Zoning Ordinance. Landscaping. The developer has provided a landscape plan for the subject site that includes perimeter plantings along the public streets, at the base of the proposed freestanding sign and at the north and east sides of the convenience store and car wash with types and sizes of proposed plantings that comply with the requirements of the Zoning Ordinance. The landscape plan also includes plantings on east portion of the site as a buffer to the existing and planned residential uses to the east. A 12 foot tall solid metal panel fence is proposed along the length of the semi-tractor/trailer parking area to provide a more complete buffer. We recommend that the fence be extended an additional 15 feet (one panel) to the north and 30 feet (2 panels) to the south to minimize potential for sound travelling around the structure. Plantings are to be installed at the top of the retaining wall to provide additional buffering and visual screening of the proposed fence. City staff also recommends that landscaping along the northern most truck parking stall be revised to be a solid line of evergreen trees and that a staggered double row of evergreen trees be provided along the east side of the infiltration basin. The trees east of the CNG station are also recommended to be replaced with evergreen trees planted 25 feet on center. The shade trees along Quantrelle Avenue should also be extended along the full length of the street to the east lot line. Hours. Section 20-77-6.E.4 of the Zoning Ordinance limits the hours of operation to 6:OOAM to 12:00 Midnight unless extended by the City Council. The developer is proposing 24 hour operation of the use based on the availability of gasoline and diesel fuel and truck driver oriented facilities within the principal building including a lounge, showers and laundry. The Holiday convenience fuel store at CSAH 39 and CSAH 42 (also zoned B-3 District) is allowed 24 hour operations. That use is approximately 280 feet from the nearest property guided by the Comprehensive Plan and zoned for residential uses, but does not have facilities for diesel truck fuelling or designated semi- tractor/trailer parking. The nearest existing residential use to the subject site is approximately 570 feet to the east and approval has been given for development of nine detached townhomes approximately 280 to the northeast of the subject site. The primary compatibility issue created by the requested 24 hour operation will be noise. The burden is on the developer to demonstrate that the site plan design, landscaping plan and installation of the 12 foot solid fence will effective to mitigate the noise issue such that the 24 hour operation does not create a negative impact upon the adjacent residential land uses. C-Store/Motor Fuel Sales. Section 20-77-6.D and E of the Zoning Ordinance establishes performance standards applicable to site for motor fuel sales. The proposed site plan complies with these standards, and City staff recommends the following conditions: ■ Any public address system must not be audible at the property line and shall not be used not play music and/or advertisements in accordance with Section 20-77- 6.D.12 of the Zoning Ordinance. The site plan (Keynote) for the convenience store identifies outdoor sales and service areas, which include outdoor sales between the pump islands, outdoor ice and propane tank storage locations against the principal building and comply with Section 20-77-6.E.3 of the Zoning Ordinance. The outdoor sales area is limited to not more than 200 square feet and may not exceed five feet in height. Car Wash. Section 20-77-6.0 establishes performance standards applicable to the allowance of a car wash accessory to a convenience fuel use. Section 20-77-6.C.2 of the Zoning Ordinance requires stacking space for vehicles waiting to enter wash bay. Vehicles will enter the car wash from the north and there is stacking space for approximately eight vehicles behind the door using the drive aisle north of the building. Due to the proximity of existing and planned residential uses to the east, City staff recommends a condition of approval be that the doors to the wash bay must remain closed during the entire wash cycle and that the hours of operation be limited to 6:00AM to 10:OOPM. 9A Lot Requirements. The B-3 District establishes the following minimum lot requirements shown in the table below, which the site plan complies with. The Riverbend South plat is to be revised to include the wetland and wetland buffer within the subject site as part of Outlot B to the east that will change the lot area and setback measurements shown on the site plan. However, the subject site will still comply with the applicable lot requirements after this modification of the plat. Access. The subject site has four proposed access points from public streets. The proposed access from CSAH 37 is subject to review and approval of Wright County and preliminary comments from Wright County staff are supportive of a right-in/right-out access. The developer will be required to construct right turn lanes on CSAH 37 at their cost. There is a right -in from Quantrelle Avenue/72nd Street just north of the CSAH 37 intersection that is protected by the center island to prevent left turns out of the site at this location. The two intersections allowing full access to 72nd Street are designed as 35 feet wide, which is subject to approval of the City Engineer as necessary for semi - truck turning movements. Off -Street Parking. The table below illustrates the calculation of required off-street parking: Use Required Proposed Min. Lot Area 1 ac. 8.26ac. Min. Lot Width 200ft. 653ft. Min. Local Street 30ft. 165ft. Setbacks CSAH 37 30ft. 72ft. Car Wash East 20ft. 406ft. -- Parking ROW 1 Oft. loft. Interior 5ft. 170ft. Wetlands 40ft. 100ft. Access. The subject site has four proposed access points from public streets. The proposed access from CSAH 37 is subject to review and approval of Wright County and preliminary comments from Wright County staff are supportive of a right-in/right-out access. The developer will be required to construct right turn lanes on CSAH 37 at their cost. There is a right -in from Quantrelle Avenue/72nd Street just north of the CSAH 37 intersection that is protected by the center island to prevent left turns out of the site at this location. The two intersections allowing full access to 72nd Street are designed as 35 feet wide, which is subject to approval of the City Engineer as necessary for semi - truck turning movements. Off -Street Parking. The table below illustrates the calculation of required off-street parking: Use Required Gross Area Net Area Required Stalls C -Store Retail 1 stall/250sf. 7,224sf. 6,502sf. 26 Fuel 4 stalls -- -- 4 Car Wash None -- -- -- Total 30 The site plan provides 39 passenger vehicle parking spaces and 22 semi-tractor/trailer parking spaces, which exceeds the requirements of the Zoning Ordinance. The dimensions for all of the vehicle and semi-tractor/trailer parking stalls also comply with the requirements of the Zoning Ordinance and the parking area and driveways are to be surfaced with bituminous material and surrounded by perimeter concrete curb as required by the Zoning Ordinance. The location of the proposed semi-tractor/trailer parking area along the east side of the subject site raises concerns regarding compatibility with the existing and planned residential uses to the east especially in consideration of the proposed 24 hour operation of the facility. The developer has proposed installation of a solid 12 foot tall fence and landscape plantings to address this issue. Lighting Plan: The developer has submitted a photometric lighting plan for the subject site detailing all exterior lighting locations, types and illumination patterns. Section 20- 16-10.C.1 of the Zoning Ordinance limits light cast at the property line abutting a public street to 1.0 foot-candle and 0.4 foot-candles at interior property lines. No light is cast at the east property line abutting the existing and planned residential uses to the east. The exterior lighting complies with the intensity limits established by the Zoning Ordinance though use of fixtures with a 90 degree horizontal cut-off. Note that exterior lighting under the canopy cannot extend below the canopy deck. Section 20-16-10.C.4 of the Zoning Ordinance limits the height of exterior light fixtures to 25 feet, whereas 27 feet is proposed requiring that the lighting plan be revised to comply with the Zoning Ordinance. Signs. The subject site is within the Freeway Sign District established adjacent to TH 101. Sign allowances for the proposed use established by the Zoning Ordinance include a 235 square foot, 50 foot tall primary freestanding sign, 64 square foot, 15 foot tall secondary sign and wall/canopy signs up to 15 percent of the area of the exterior of two facades facing a public street: ■ The developer is proposing a single freestanding sign combining the allowed primary and secondary signs, which comply with the overall height limit of 50 feet and the secondary sign is mounted not to exceed 15 feet above grade. The areas of the primary sign (230 square feet) and secondary sign (64 square feet) comply with the respective area limits of 235 square feet and 64 square feet. The submitted sign plan and building elevations indicate that there are wall signs mounted on the west and north facades of the principal building, west and south facades of the gas canopy, west fagade of the diesel canopy, and on the north, and south facades of the car wash. The Zoning Ordinance does not establish a limit on the number of wall signs but the total area of all signs may not exceed 15 percent of the area of the fagade or 200 square feet for any individual sign. All of the signs comply with these limits. Note that the directional sign for the car wash on the west fagade of the principal building needs to be relocated to direct vehicles to access the car wash from the north side of the building. ■ The sign plan includes multiple directional signs for assisting with traffic movements to/from the site and segregating semi -truck and passenger vehicle traffic, which are appropriate to improve site functionality and traffic flow. An additional 33 square foot, 15 foot tall two sided sign is proposed at the semi- tractor/trailer scale. The area and height of the proposed sign is sufficient from the standpoint of directing traffic to the location. City staff recommends that the sign face on the east side be removed as not necessary for directional purposes and given that this sign would likely be visible from the residential uses to the northeast. 0 Trash. The submitted plans indicate an integrated trash storage area at the southwest corner of the building, which complies with Section 20-16-15 of the Zoning Ordinance. Utilities. The developer has submitted plans for extension of sanitary sewer and water utilities, which are subject to review and approval of the City Engineer. Payment of utility connection charges will be due at the time a building permit is issued for the proposed use based on the RECs determined in accordance with the MCES Appendix A and the City fee schedule. The utility plan also identifies existing overhead power lines along the south line of the subject site. The developer will contact W -H Electric to investigate relocation of the utility lines underground with the development of the subject site. Grading Plan. The developer has submitted plans for grading, drainage and eriosion control for the proposed development. There is an infiltration basin at the northeast corner of the subject site that will be included within the area of Outlot A and deeded to the City. The Riverbend South plat is to be revised to include the wetland and wetland buffer at the southeast corner of the site within Outlot B, which is also to be deeded to the City. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. Development Agreement. Section 20-4-7 of the Zoning Ordinance allows the City to require upon approval of a conditional use permit a development agreement with the applicant to provide a performance security for the proposed improvements. The development agreement will be drafted by the City Attorney and is subject to approval of the City Council. RECOMMENDATION The proposed Kwik Trip convenience gas, truck stop and car wash complies with the requirements of the Zoning Ordinance and is consistent with the policies of the Comprehensive Plan. Our office recommends approval of the application as outlinec below. POSSIBLE ACTIONS A. Motion to approve a conditional use permit for Kwik Trip, Inc, subject to the following conditions: 1. The proposed use shall be developed in accordance with the plans attached hereto and any conditions adopted by the City Council. 2. The developer shall submit additional information regarding construction of the gator shed, which shall use the same exterior materials as the 7 principal building, and the fenced CNG system structures for review and approval of the Zoning Administrator. 3. The proposed screening fence shall be extended 15 feet (one panel) north and 30 feet (two panels) to the south. 4. The submitted landscape plan shall be revised subject to approval of the Zoning Administrator to: a. Provide a solid line of evergreen trees 25 feet on center north of the northern most truck parking stall. b. Provide a staggered double row of evergreen trees 25 feet on center along the east side of the infiltration basin within Outlot A. C. Replace the trees east of the CNG station with evergreen trees planted 25 feet on center. d. Extend the shade trees along Quantrelle Avenue the full length of the street to the east lot line. 5. The convenience store, motor fuel and truck stop uses shall be allowed 24 hour of operations, subject to approval by the City Council. 6. Any public address system shall not be audible at the property line and shall not be used not play music and/or advertisements in accordance with Section 20-77-6.D.12 of the Zoning Ordinance. 7. All outdoor sales and service areas shall comply with Section 20-77-6.E.3 of the Zoning Ordinance and the outdoor sales areas as designated on the site plan are specifically limited to not more than 200 square feet and shall not exceed five feet in height. 8. The doors to the car wash bay shall remain closed during the entire wash and drying cycle and that the hours of operation shall be limited to 6:OOAM to 10:00PM. 9. The proposed right-in/right-out access to CSAH 37 shall be subject to Wright County review and approval. 10. Freestanding light fixtures shall be installed to a maximum height of 25 feet in accordance with Section 20-16-10.C.4 of the Zoning Ordinance and no light source may extend below the deck of the fuel island canopies. 11. The sign plan shall be revised to remove the east face of the directional sign for the semi-tractor/trailer scale. 12. All utility plans are subject to review and approval of the City Engineer. 13. All grading, drainage and erosion control plans are subject to review and approval of the City Engineer. 14. The developer shall execute a development agreement with the City in accordance with Section 20-4-7 of the Zoning Ordinance, subject to review by the City Attorney and approval of the City Council. B. Motion to deny the application based on a finding that the request is inconsistent with the Comprehensive Plan and requirements of the Zoning Ordinance. C. Motion to table. C. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Leah Berlin, Kwik Trip, Inc. 0 Riverbend South Exhibit A Date Created: 5/14/2015 2 .imits all � � 7oas STORES FRONT ELEVAT14 ML IAL I-�UUk-INU IAN U I ILI I T bV<l UK UVt<I-ftAU UUUK NLU MUUULAK SOLDIER CRSE BRICK ` F<tU titCIUK NUVVLULK IAIV Ut5IUr\ �iULUILK 14x l z F,UUFllVG CRSS CRSE GLASSBLOCK OLA.RSON ❑ A R C H IT Z C Y N///r �R/o JWwiwr -sy>* M ❑ ❑ ❑ A200 ❑ FRONT ELEVATION ,1,e a '� SIDE ELEVATION %/rl �R/P %/rl Flat Canopy FRONT FLEVA ION SME E] VAFF' �/P/P ArwzAr ST -;Ow Side Diesel Canopy o A200 EQUIPMENT FLOOR PLAN 3116- — 1,—Cr EQUIP. SCHED31 38 w�rm aim ffi- Alwiff 7AMP E= AffWzK -S� 04 A120 .. ti f 7,o yam- 1 71 r _ - --- '%' / - �xno sTaLz=T +uE ac coxslxucico •�' �' � \ti ! r ..:.j- „, �• y'" er DTMExs. caamrlATe WITH oxnErtf / 1 i I II y'- cox aR oRr�wwr uac..noxs, � / �' f � d rr 7 y wOTHS anlD EiEVAnoxs, Nm Tum uTUTr � 7Js! 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P.O, BOX 2107 1 B20 OAK STREET LACROSSE, WI 54602-2107 PH, (S05) 781-8985 FAX ((508) 751-8960 7.01 McCain c. .mwIFNTAz. vucN IN Zia Apollo W� iuk OP U Lakx +a eMne ]53-/P 190p Fu i63 d �T949 7ivs�il�� 4p� K W Isn„ p�N 'ero nc«T My L � -- mnvca N. IesepN T A d 6 P.E 9 U p Z p U)��/y<m L,^ CL LU W V/ O o IUr¢ c)ww w C =- cO LU Z Z 0 z_ z V LL[CO F O Q co LU Z p w Ix a ¢ 3o I]A.TE T�xs LON /y -'�v OSlt illi CM m�� 0511 x115 SN pis 9PiS. 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IIXLESG PTHEiE SHa11X ON TN5 ORANXQ aaNTRACTOR BALL PAaMCE CW,ROL. ApNTS, CONSTAV4'1,MI FLIkT AXo ANSIOY J� H m le OX GRAaE. 9UEMAI�A MU DR— PFA FaLOM,MG REWIRELwIY Lp M JOXT MA ?FANG: MALO-B- 0.C. ALL UTHERS-, U' O.C, -W WT CpITRR JdMTS uINeYUM f CONC,E'IE TI9ICQIE55 F]iPAN51aN JLIXT YA]L 9ahpNL: MNJ45-240.C. •Au oTwLXs-w G.c aA��PCwkl3� ERE A CHANGE IFI PAMFMENT TNICN ,E MI EYPAN5d1 JONT. UOYhll ALL F]e•M'9aN JCINIT.; 24' OC MAIL [[rEtr,ETE. gALEJx siAl1 eE M-Mv. '97790 DA rA zanwa c2-coMME44hL PMCEL AnEF: 359,699 SF k1L4!_slPFll�lliEk_ sTAnLn srLRe 7.3M6 s zc r. RMASN: mR � 'sHa s vs PAVEYETiT: ,4n 914 � 91S TOTAL: 590.525 9F .R51< lMaNw5 aRFACE MEA: 155.07] F 1]1G IRFUHpprtS STAT,oN mane-. 24.G FT cMMASH: tl.o Fr m m FUEL CANLPIEi 195 FT A s� larnun¢aD .4M'$A= j � . r � r r ri eHSLn,Nc I ...... 10M pA>vm(rc scnauxr srM+oArm STALLS . a7 NMaeE STN1.9........... 2 NF1 CN,aPY STALLS . . omazsEL./cNrmeu�a cpr—.....= ' A rorusrws.............aro Arw''Am- 7mw,ijp k&ii2li- Arw''Mr KWIK TRIP. Inc. P O. BOX 2107 1626 OAK STREET LACROSSE. WI 54502-2107 PH. (600)761-6988 FAX (6019) 761-6960 M Carbon bfl o�bT� 99-� oP� Name: J NT R d M1 PF. Vl BENCHMARKS 'T_ ,�_ ,. ELEVA,Ic s ANe eASLn [H STMr� wt�ERRT a _ _ — 1 APPROL GS FT. g nF ALUMEHUN CSN LOLATE6 Iw ]Qlll aT. h'E AS SHCMX — — - L➢ � �- - --..-- -.. 5a1� � �4 °" Zox`_` HFFEa4. f1EVAnOM1Y B5S5a (NGL9 tfYA) j--- -�_—__ - J I A I - { _-_ - __ I I A - ? --- CALL.. 9EFCW YOU aIO e r. O (r)Qfj W m U) V W M O a_ _L _ — J Knowwnal'sbelow. Call before you dig. L 0 O 4 Arw''Am- 7mw,ijp k&ii2li- Arw''Mr KWIK TRIP. Inc. P O. BOX 2107 1626 OAK STREET LACROSSE. WI 54502-2107 PH. (600)761-6988 FAX (6019) 761-6960 M Carbon bfl o�bT� 99-� oP� Name: J NT R d M1 PF. Vl F- C V O (r)Qfj W m U) V W M O a_ _L LU L 0 O 4 LU z�Q O�2-7 OD V) Q YO R Y}.ATE DESCRIPTION fGl1,J15 er Clh mmmer. y� L1 pytvT rvmawm 9.F be ow,vm eY .rrn SCALE GRFlaHi[ aRoa. ko. sc-sacro SATE 201599-2D SHEET SP2 =m�f '' '1 v u I . 1 A/I �t Y IM L, TarDl-3Ta�r-xE ro eE Dav�muvTm .� 1 ! - er ,]nms. COR✓OMArE rTH ,]w+n+! � 1 � .s" `� f ! I I ' jj � .. GDNTRACIpt FDR DRIVEWAFm ,xDTHLs. -DAmo saR EiEVATip,s Are uTwm r r 1 �' LDGAnon[s AND 1 I 4 I Ib - I r . �' ~- � 1!E]E ME NO KKDWTI E]iSTNC '.•. � 1� � I' f ,' �1 � a�r�� -� \ T„A„ TxosE sHONN oR Txrs Ptrx. I c _r r' rf �j lie.. 1 I ' I i � I r "k —�- - — - - - _ <7— 70TH ST NEI�CSAH 37>%. i PF?]CVE N! SlLLYAGE POSTWG H69XYAY 96Y. SFE SHEET SP2J FDR HEM LOu'T,DH. \ R"OVAL PLAN R072S PLdN 1.1E1^-FIUTi EXISTING - _ WR® Om w7R1NE5 MDD Tp TO NDnE1' n1E v1W,Fn MD FNDINfER MEdATELY OF ANY g9CAEPANCIES DR YMfAnpIS FRGY ®NMNWS PAVE,Bp,T Y A6150 (NCM 1929) -T i Y 9yD w REPAIfiE9 aT ayELCLn, AL 'DP6i"To TM s � NO 7. L PA Of'4RRT`f LRIE — UMIU AS HECE5 Y. nE cOHTRACT[A3 9,ALl �t Y IM L, TarDl-3Ta�r-xE ro eE Dav�muvTm .� 1 ! - er ,]nms. COR✓OMArE rTH ,]w+n+! � 1 � .s" `� f ! I I ' jj � .. GDNTRACIpt FDR DRIVEWAFm ,xDTHLs. -DAmo saR EiEVATip,s Are uTwm r r 1 �' LDGAnon[s AND 1 I 4 I Ib - I r . �' ~- � 1!E]E ME NO KKDWTI E]iSTNC '.•. � 1� � I' f ,' �1 � a�r�� -� \ T„A„ TxosE sHONN oR Txrs Ptrx. I c _r r' rf �j lie.. 1 I ' I i � I r "k —�- - — - - - _ <7— 70TH ST NEI�CSAH 37>%. i PF?]CVE N! SlLLYAGE POSTWG H69XYAY 96Y. SFE SHEET SP2J FDR HEM LOu'T,DH. \ R"OVAL PLAN R072S PLdN 1.1E1^-FIUTi EXISTING - _ WR® Om w7R1NE5 MDD Tp TO NDnE1' n1E v1W,Fn MD FNDINfER MEdATELY OF ANY g9CAEPANCIES DR YMfAnpIS FRGY ®NMNWS PAVE,Bp,T ------ __-_-/ A6150 (NCM 1929) -T i PROTECT A31 E]tlSnNG D1lJTE5, A AiENN AND y ]Cn]Rs NaT nduT® iKW NEMOVAr_ DAYACE CLL,Sm 9yD w REPAIfiE9 aT ayELCLn, AL 'DP6i"To TM s � NO 7. L PA Of'4RRT`f LRIE — UMIU AS HECE5 Y. nE cOHTRACT[A3 9,ALl - f DNATE n EW ACIINTES ,RTN — NTUTT CCNPAMM =d` ♦. niE CON1RAc'IOi rs RE�CNS®LE FOR A].L THE F QVALS «- ��— * � CC ATPONS AND FEES ARE T,NE AESPCNSBVW OF THE \ WATER MN UN��NO GAS r! 1 VND GRWNO EEC C 1 I HNOERORq]ND TElFPHONE Ti h} 1 I DVQNNEM Vnuw ,M PO4� O�d co W C6 Q zO H—T HYORAHT i) '� '� GATE VALVE ununr POLE M m uWT PoU =N LT �� EIECnaC MAKNOM n ELECTWC TPAN�m i 1 R"OVAL PLAN R072S 1. gAli MSnNG NnLRY LDOAnpls SHCMIV ARE APPROIOMAIE. RE4�OHSIRil1M OF THE: LT]HIRACTDR N VWFIME N, DEPTN TYPES 6 �OSTDtG �. Om w7R1NE5 MDD Tp TO NDnE1' n1E v1W,Fn MD FNDINfER MEdATELY OF ANY g9CAEPANCIES DR YMfAnpIS FRGY ,1HE PVNS. A6150 (NCM 1929) 2 m SHALL BE n E RESPDNMMUW OF THE CONTRACTIPN TO i PROTECT A31 E]tlSnNG D1lJTE5, A AiENN AND y ]Cn]Rs NaT nduT® iKW NEMOVAr_ DAYACE CLL,Sm 9yD w REPAIfiE9 aT ayELCLn, AL 'DP6i"To TM s � NO r i OONIRAOTON M R OW/RQOi:ATE EYSTING PWVATE i UMIU AS HECE5 Y. nE cOHTRACT[A3 9,ALl - f DNATE n EW ACIINTES ,RTN — NTUTT CCNPAMM =d` ♦. niE CON1RAc'IOi rs RE�CNS®LE FOR A].L THE F QVALS • y ' omAi ON nE mANs ARO SHALL cowo ,"-- is Au 'z%VANNG STAIE Aro IGCAI RE—S. ALL PDLMTS, * � CC ATPONS AND FEES ARE T,NE AESPCNSBVW OF THE 1 r! U \ ` SHEET INDEX \� SP1 -E70S'nNG CONDITIONS do REMOVALS PLAN SP2 - STE LAYOUT PLAN SP2.1 - SITE KEYNOTE PLAN SP3 - GRADING & EROSION CONTROL PLAN _ SP4 - UTILITY PLAN -'-- _ SP4.1 - UTILITY PLAN (STORM SEWER) 5P5 - STORMWATER POLLUTION PREVENTIDN PLAN SP6 - DETAILS SPT - DETAILS SPH- DETAILS Ll - LANDSCAPE PLAN ay`)T $ L2 - LANDSCAPE PLAN ET - PHOTOMETRIC SITE PLAN i BENCHMARKS r. n AnONS A E RAS ON 5— NIERT _ —I APPRO]L Ga FT sc of sx YARKER L,]GA1ED N TOI,t ST: NE AS SHOWN (O A6150 (NCM 1929) C) O v - ,-� J Q ^ 0- W M of Know wnafs below. OU J _ _a =w Z QQ) Call before you dig. U z0 VAR" �R/P APIA&wiwr SrAm KVVIKTRIP, Inc P.O. BOX 2107 1626 OAK STREET LA CROSSE, VN s46D2-2107 PH. (608)7814986 FAX (BOB) 7V-0959 OCadsm n ,e ApaloND�'SVNe 11 .RURVEnr, x h Tfi3iH319. P F 3 i66 J 919 [11 co (O C) O v ,-� J Q ^ 0- W M of ~ Q OU J ULLjLLI J i5 =w Z QQ) LLJ z�CD U z0 j Al -BUR BENCHMARKS casmNo = = PROPOSED i. ELE—n-S ME GASED M MR NVIERT APPRpL 83 FT. g PF L�� IN ]0THET. 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WPE Pb I - .0 v m x. a•.rw..,++ m AAAA.. o,m ., ub w� VA4r 7mv.1j= AF' W//r sf� KVVIKTRLP, Inc;. P.O. Box 2107 1626 OAK STREET LAL CROSSE, W! 54502-2107 PH_ FAX (808) 781_00 min ��.�s�es ]soot u�iates wx ssPl< P : > wa: T nes-YVss la.�r e++ar a,.e va. ome..vaanYn.". �,e�w waP.E. z__ LUC11 = U) U-1 V) uj of W U Q Z CS uj =w LLJ 0 - Q Z Z II P6 co > m: o 0 wn 0F V s V _ C) URT£ UEBCRIPTON e� L*Y 05111115 Per ClM mmments_ ,� OUt�J19 wap roc CR m CT JTR scall GWaPH1c Pfi6J. NO. A52� CITE 201 a -6p -'.A EET S P4.1 BENCHMARKS c. P T1RN 3AIT. Rosen ON RN.vr sE OF ALUM_INUM'_ lag( MARKER LOCATED IN TQM ST. HE AS SHOWN HEREON ELEVATION 88358 (NGVp :825) INSTAL_ INLET PROTECTION— PRIOR TO CONSTRUCTION (TVP) ❑ 39 ESP 12D �E "`�'� I I AAINTAIN ROCK O'T�CT C i , w \ — 70TH ST NE%(CSAH 37) INSTALL INLET PROTECTION INSTALL ENERGY N D AFTER CONSTRUCTION DISSIPATION ON FES (TYP) AFTER CONSTRUCTION GENERAL INFORMATION MNNESOTA'S CONBIRUCTON 5TCRMWATEH PERM TIS AN ExmNSw CF THE NATwNAL. POLunOH OIscHARCE ELIUNaT.N SYSTEM SUOOMNATER PROGRAM, "CH IS PART OF WE FEnERAL CLEAN WATER ACT. PECULAlEO PRATES MUST OEVFl.OP A STORNWAIEt PO.LUTON i,BEVENTON (3M.PP) THE R ES FvaMATCN DIE _SING AND PROPOSED SITE O-C.—S. CONTROL YE cmz,c FC2E STCRMWATEA POLLET9N PREMENTOCN BEFORE COMING AND AFTER CONSTRUCT-, INSP£CnCN, NMN ANO NFOWIAMON NEUTEP TO TINE RERM ENT 5T❑NNW N MMMAOIEEMT 5T5'IEM. THE BALPA MALL RE KEPT QN SITE AT wt TINES U.N.DACT VE CONTRA —. PROJECT NFORMATON RNAYS: NVLMEVCE SERV 152 1wW tARWA91 AND STILE doEL ,CT LOCATION: OTSEGO, 1RICIT COUNTY. MNNESOTA PNO:EOT Ow _ KM., THIP.'.HO. RESPONSIBLE. PARTIES TIE OWNER MUST IDENTIY A PEISCN NNDWLmcEAazE ARU I:xY :MNCED IN THE APPLCAnON OF EROSION PREWNTIOM AND SEDIMENT CONTROL BI MHO WLL OWRSM THE IMPLEMENTATION OF THE S—PE, AMD THE INSTw1ATION, INSPEGUON ANO MANT£HANCE OF THE EROSION PREVEIITON ANO INERT U`GNTROL BMP'S. STE NANAGQt BRAD FRY TRwBING DOLGAREMATON: INSPECTION REpRESENTATVE: BRAD ERY TRAINING DCC WENTATM E)QSn 13 SITE CONDITIONS THE SHE .5 LOCATED IN THE NORTHEAST OUA.RANT OF THE TERSECTDK OF FSM 37 IMG TEN. STREET K IN OTSEGO, MINNESOTA- CSAR ST BOI MOM OCE SME TO THE SOUTH, 72ND STREET NE BO HDS THE SITE TU THE I FEST AND NORTH, — WETLAPI./LOWLAND AREA BOUNDS THE SITE .0.Y WE EAST. WE TOTAL STB AREA 15 5.25. THERE AR£ NO IMPERNOUS BURFACE.S ON!". 1E HAS A SQPO(SIAPHY, YATH E'LEVAII@NS MAIC O FROM 9aB IN THE GOUi1L DOWN TO 656 IN THE EAST AT THE ExTSTIMG WER_ANOJI.OM_AN. COMPLEN. BIRAMWATFR FROM TENSI TE RENERALLY DRAINS ONRLAN0 TQ THE NORTH AND EASE TO TKE FASTNG Mti NAND Nth R� THE SITE Is T SIF A LAIN -AM OF .EVEL ..T AND R IS 4NDENSTCICn THAT RAT NTROL HAS ETN FOR TIES A A STOaIWATR POND IODATED ON THE NORM SLOE OF 72TA STREET NE rzoz �� fl L . L. ¢ THE FOLLOMING STURMWATER POLLUTION PIR—ON MI SI BE IMPLEMENTED PRIOR TG CGNSTRUCTIQN. REFER TO GRACING AND MOSION /A\ ' INSPECTION5 & RECORD KEEPING STCRNWATER PCL1nHCN PMBM MCI NSPECTGNS SHALL OCCUR ONLE EVT:RT sEv H I- SILT =1E TIE III OF CBRAONG GN ANY FILL IA"A ADOMOHAL MLT FENCE MAY HE REQUIRED IN CUT S- A!€.Ai SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY ISI { �N dl: MATERIALS m 011 1r MAY BE DEMMMWEO THAT w�mONA STORM'sATER PO.LOnwN PREVEN IN Y TM. OR CERTAIN MEASLIRES ARE NOT STORAGE AREA PRACTCAL TO INSTALL N THESE CASES AN AMENDMENT TO THE UNA PP SHUL HE I coT4.. l i — 70TH ST NE%(CSAH 37) INSTALL INLET PROTECTION INSTALL ENERGY N D AFTER CONSTRUCTION DISSIPATION ON FES (TYP) AFTER CONSTRUCTION GENERAL INFORMATION MNNESOTA'S CONBIRUCTON 5TCRMWATEH PERM TIS AN ExmNSw CF THE NATwNAL. POLunOH OIscHARCE ELIUNaT.N SYSTEM SUOOMNATER PROGRAM, "CH IS PART OF WE FEnERAL CLEAN WATER ACT. PECULAlEO PRATES MUST OEVFl.OP A STORNWAIEt PO.LUTON i,BEVENTON (3M.PP) THE R ES FvaMATCN DIE _SING AND PROPOSED SITE O-C.—S. CONTROL YE cmz,c FC2E STCRMWATEA POLLET9N PREMENTOCN BEFORE COMING AND AFTER CONSTRUCT-, INSP£CnCN, NMN ANO NFOWIAMON NEUTEP TO TINE RERM ENT 5T❑NNW N MMMAOIEEMT 5T5'IEM. THE BALPA MALL RE KEPT QN SITE AT wt TINES U.N.DACT VE CONTRA —. PROJECT NFORMATON RNAYS: NVLMEVCE SERV 152 1wW tARWA91 AND STILE doEL ,CT LOCATION: OTSEGO, 1RICIT COUNTY. MNNESOTA PNO:EOT Ow _ KM., THIP.'.HO. RESPONSIBLE. PARTIES TIE OWNER MUST IDENTIY A PEISCN NNDWLmcEAazE ARU I:xY :MNCED IN THE APPLCAnON OF EROSION PREWNTIOM AND SEDIMENT CONTROL BI MHO WLL OWRSM THE IMPLEMENTATION OF THE S—PE, AMD THE INSTw1ATION, INSPEGUON ANO MANT£HANCE OF THE EROSION PREVEIITON ANO INERT U`GNTROL BMP'S. STE NANAGQt BRAD FRY TRwBING DOLGAREMATON: INSPECTION REpRESENTATVE: BRAD ERY TRAINING DCC WENTATM E)QSn 13 SITE CONDITIONS THE SHE .5 LOCATED IN THE NORTHEAST OUA.RANT OF THE TERSECTDK OF FSM 37 IMG TEN. STREET K IN OTSEGO, MINNESOTA- CSAR ST BOI MOM OCE SME TO THE SOUTH, 72ND STREET NE BO HDS THE SITE TU THE I FEST AND NORTH, — WETLAPI./LOWLAND AREA BOUNDS THE SITE .0.Y WE EAST. WE TOTAL STB AREA 15 5.25. THERE AR£ NO IMPERNOUS BURFACE.S ON!". 1E HAS A SQPO(SIAPHY, YATH E'LEVAII@NS MAIC O FROM 9aB IN THE GOUi1L DOWN TO 656 IN THE EAST AT THE ExTSTIMG WER_ANOJI.OM_AN. COMPLEN. BIRAMWATFR FROM TENSI TE RENERALLY DRAINS ONRLAN0 TQ THE NORTH AND EASE TO TKE FASTNG Mti NAND Nth R� THE SITE Is T SIF A LAIN -AM OF .EVEL ..T AND R IS 4NDENSTCICn THAT RAT NTROL HAS ETN FOR TIES A A STOaIWATR POND IODATED ON THE NORM SLOE OF 72TA STREET NE rzoz �� fl L . L. ¢ THE FOLLOMING STURMWATER POLLUTION PIR—ON MI SI BE IMPLEMENTED PRIOR TG CGNSTRUCTIQN. REFER TO GRACING AND MOSION I -- ' INSPECTION5 & RECORD KEEPING STCRNWATER PCL1nHCN PMBM MCI NSPECTGNS SHALL OCCUR ONLE EVT:RT sEv H I- SILT =1E TIE III OF CBRAONG GN ANY FILL (7) DAYS.— ACINE CONSTRUCTION AND N0IW1N 24 HORS AFTER A RANFMI L1 ENT GREATER THAN ME INCHES IN 24 HOURS. INSPECTIONS MAY BE IYAgOT ADOMOHAL MLT FENCE MAY HE REQUIRED IN CUT S- A!€.Ai SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY D¢' CONCRETE WASHOUT Two= PLACE WITHIN 2a HOURS AFTER RUMCFE z OR P.— 10 o CORN Cn O; WHI01L"VEn CONES _.T. DO% t ME COURSE OF dl: MATERIALS m 011 1r MAY BE DEMMMWEO THAT w�mONA STORM'sATER PO.LOnwN PREVEN IN Y TM. OR CERTAIN MEASLIRES ARE NOT STORAGE AREA PRACTCAL TO INSTALL N THESE CASES AN AMENDMENT TO THE UNA PP SHUL HE AREA OF POTENTIAL MADEE, AND SUI-00IING REASONS SHALL BE DOEUMENTED IN THE sm— TRACKED SEDIMENT t. NAME OF INSPECTOR AND DATE AND TIME OF INS£CTIDH (SWEEP AS NEEDED) — 70TH ST NE%(CSAH 37) INSTALL INLET PROTECTION INSTALL ENERGY N D AFTER CONSTRUCTION DISSIPATION ON FES (TYP) AFTER CONSTRUCTION GENERAL INFORMATION MNNESOTA'S CONBIRUCTON 5TCRMWATEH PERM TIS AN ExmNSw CF THE NATwNAL. POLunOH OIscHARCE ELIUNaT.N SYSTEM SUOOMNATER PROGRAM, "CH IS PART OF WE FEnERAL CLEAN WATER ACT. PECULAlEO PRATES MUST OEVFl.OP A STORNWAIEt PO.LUTON i,BEVENTON (3M.PP) THE R ES FvaMATCN DIE _SING AND PROPOSED SITE O-C.—S. CONTROL YE cmz,c FC2E STCRMWATEA POLLET9N PREMENTOCN BEFORE COMING AND AFTER CONSTRUCT-, INSP£CnCN, NMN ANO NFOWIAMON NEUTEP TO TINE RERM ENT 5T❑NNW N MMMAOIEEMT 5T5'IEM. THE BALPA MALL RE KEPT QN SITE AT wt TINES U.N.DACT VE CONTRA —. PROJECT NFORMATON RNAYS: NVLMEVCE SERV 152 1wW tARWA91 AND STILE doEL ,CT LOCATION: OTSEGO, 1RICIT COUNTY. MNNESOTA PNO:EOT Ow _ KM., THIP.'.HO. RESPONSIBLE. PARTIES TIE OWNER MUST IDENTIY A PEISCN NNDWLmcEAazE ARU I:xY :MNCED IN THE APPLCAnON OF EROSION PREWNTIOM AND SEDIMENT CONTROL BI MHO WLL OWRSM THE IMPLEMENTATION OF THE S—PE, AMD THE INSTw1ATION, INSPEGUON ANO MANT£HANCE OF THE EROSION PREVEIITON ANO INERT U`GNTROL BMP'S. STE NANAGQt BRAD FRY TRwBING DOLGAREMATON: INSPECTION REpRESENTATVE: BRAD ERY TRAINING DCC WENTATM E)QSn 13 SITE CONDITIONS THE SHE .5 LOCATED IN THE NORTHEAST OUA.RANT OF THE TERSECTDK OF FSM 37 IMG TEN. STREET K IN OTSEGO, MINNESOTA- CSAR ST BOI MOM OCE SME TO THE SOUTH, 72ND STREET NE BO HDS THE SITE TU THE I FEST AND NORTH, — WETLAPI./LOWLAND AREA BOUNDS THE SITE .0.Y WE EAST. WE TOTAL STB AREA 15 5.25. THERE AR£ NO IMPERNOUS BURFACE.S ON!". 1E HAS A SQPO(SIAPHY, YATH E'LEVAII@NS MAIC O FROM 9aB IN THE GOUi1L DOWN TO 656 IN THE EAST AT THE ExTSTIMG WER_ANOJI.OM_AN. COMPLEN. BIRAMWATFR FROM TENSI TE RENERALLY DRAINS ONRLAN0 TQ THE NORTH AND EASE TO TKE FASTNG Mti NAND Nth R� THE SITE Is T SIF A LAIN -AM OF .EVEL ..T AND R IS 4NDENSTCICn THAT RAT NTROL HAS ETN FOR TIES A A STOaIWATR POND IODATED ON THE NORM SLOE OF 72TA STREET NE rzoz �� fl L . L. ¢ THE FOLLOMING STURMWATER POLLUTION PIR—ON MI SI BE IMPLEMENTED PRIOR TG CGNSTRUCTIQN. REFER TO GRACING AND MOSION SITE NOT IINUERGONE FINAL STABILE—MI. CONTROL PLANS FOR uxAnorvs INSPECTION5 & RECORD KEEPING STCRNWATER PCL1nHCN PMBM MCI NSPECTGNS SHALL OCCUR ONLE EVT:RT sEv H I- SILT =1E TIE III OF CBRAONG GN ANY FILL (7) DAYS.— ACINE CONSTRUCTION AND N0IW1N 24 HORS AFTER A RANFMI L1 ENT GREATER THAN ME INCHES IN 24 HOURS. INSPECTIONS MAY BE IYAgOT ADOMOHAL MLT FENCE MAY HE REQUIRED IN CUT S- A!€.Ai SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY D¢' INFLTRATON/ILIRATON PRACTR Two= PLACE WITHIN 2a HOURS AFTER RUMCFE z OR P.— 10 o CORN Cn O; WHI01L"VEn CONES _.T. DO% t ME COURSE OF z cONSINurnDN ENTRANCE POCK CINSIRUCTION ANLE3 SHALL B£ NSTAUID AT THD flElB m 011 1r MAY BE DEMMMWEO THAT w�mONA STORM'sATER PO.LOnwN PREVEN IN Y TM. OR CERTAIN MEASLIRES ARE NOT ETTTR-CE:S TD TIE SITE PRACTCAL TO INSTALL N THESE CASES AN AMENDMENT TO THE UNA PP SHUL HE S CATCH BASINS MADEE, AND SUI-00IING REASONS SHALL BE DOEUMENTED IN THE sm— ALL CdTOH BLSINS SHALL BE PROTECTED WrM INLET PHOT IND- . SUITS BY THE L❑GL GQVETNECT UN T. THEA SHALL E BLT AAE t. NAME OF INSPECTOR AND DATE AND TIME OF INS£CTIDH M PRI AAE NOT WITTED TQ. W9AW FOLTELTON DENCES. IXFiUSAFE PROTECTDN NOT DEVICES. FILTER FABRIC. BIO ROLLS AND sTHAw IPAIES. 2 RECORD RAINFALL AMOUNT SINCE MOST RECENT NPSECTON. DURING CONSTRUCTION — 70TH ST NE%(CSAH 37) INSTALL INLET PROTECTION INSTALL ENERGY N D AFTER CONSTRUCTION DISSIPATION ON FES (TYP) AFTER CONSTRUCTION GENERAL INFORMATION MNNESOTA'S CONBIRUCTON 5TCRMWATEH PERM TIS AN ExmNSw CF THE NATwNAL. POLunOH OIscHARCE ELIUNaT.N SYSTEM SUOOMNATER PROGRAM, "CH IS PART OF WE FEnERAL CLEAN WATER ACT. PECULAlEO PRATES MUST OEVFl.OP A STORNWAIEt PO.LUTON i,BEVENTON (3M.PP) THE R ES FvaMATCN DIE _SING AND PROPOSED SITE O-C.—S. CONTROL YE cmz,c FC2E STCRMWATEA POLLET9N PREMENTOCN BEFORE COMING AND AFTER CONSTRUCT-, INSP£CnCN, NMN ANO NFOWIAMON NEUTEP TO TINE RERM ENT 5T❑NNW N MMMAOIEEMT 5T5'IEM. THE BALPA MALL RE KEPT QN SITE AT wt TINES U.N.DACT VE CONTRA —. PROJECT NFORMATON RNAYS: NVLMEVCE SERV 152 1wW tARWA91 AND STILE doEL ,CT LOCATION: OTSEGO, 1RICIT COUNTY. MNNESOTA PNO:EOT Ow _ KM., THIP.'.HO. RESPONSIBLE. PARTIES TIE OWNER MUST IDENTIY A PEISCN NNDWLmcEAazE ARU I:xY :MNCED IN THE APPLCAnON OF EROSION PREWNTIOM AND SEDIMENT CONTROL BI MHO WLL OWRSM THE IMPLEMENTATION OF THE S—PE, AMD THE INSTw1ATION, INSPEGUON ANO MANT£HANCE OF THE EROSION PREVEIITON ANO INERT U`GNTROL BMP'S. STE NANAGQt BRAD FRY TRwBING DOLGAREMATON: INSPECTION REpRESENTATVE: BRAD ERY TRAINING DCC WENTATM E)QSn 13 SITE CONDITIONS THE SHE .5 LOCATED IN THE NORTHEAST OUA.RANT OF THE TERSECTDK OF FSM 37 IMG TEN. STREET K IN OTSEGO, MINNESOTA- CSAR ST BOI MOM OCE SME TO THE SOUTH, 72ND STREET NE BO HDS THE SITE TU THE I FEST AND NORTH, — WETLAPI./LOWLAND AREA BOUNDS THE SITE .0.Y WE EAST. WE TOTAL STB AREA 15 5.25. THERE AR£ NO IMPERNOUS BURFACE.S ON!". 1E HAS A SQPO(SIAPHY, YATH E'LEVAII@NS MAIC O FROM 9aB IN THE GOUi1L DOWN TO 656 IN THE EAST AT THE ExTSTIMG WER_ANOJI.OM_AN. COMPLEN. BIRAMWATFR FROM TENSI TE RENERALLY DRAINS ONRLAN0 TQ THE NORTH AND EASE TO TKE FASTNG Mti NAND Nth R� THE SITE Is T SIF A LAIN -AM OF .EVEL ..T AND R IS 4NDENSTCICn THAT RAT NTROL HAS ETN FOR TIES A A STOaIWATR POND IODATED ON THE NORM SLOE OF 72TA STREET NE rzoz �� fl L . L. ¢ THE FOLLOMING STURMWATER POLLUTION PIR—ON MI SI BE IMPLEMENTED PRIOR TG CGNSTRUCTIQN. REFER TO GRACING AND MOSION SITE NOT IINUERGONE FINAL STABILE—MI. CONTROL PLANS FOR uxAnorvs INSPECTION5 & RECORD KEEPING STCRNWATER PCL1nHCN PMBM MCI NSPECTGNS SHALL OCCUR ONLE EVT:RT sEv H PROTECT INFILTRATION BASIN FROM SEDIMENTATION DURING aN I 4� CONSTRUCTION. USE LIGHT TRACKING EQUIPMENT TO PCAHATE TO FINAL GRADE 5 INST ENERGY DISSIP TION ON FES AFTER ONSTTUCTION I ( CONSTRUCTION (TYP) STABILIZE DITCH WITH EROSION CONTROL BLANKET IMMEDIATELY AFTER CONSTRUCTION CO E ONS PRLIPTR09E0 517. T KMHK A CONYENIEM(£ STONE WITH SN(BE BAY CNWWAMH, TWO NELING CANOPIES AND A;3C[I#TED PARKPIG AND INN\£ AREASG DUR[NG GOYGTRUCTIOR. AP.PR .A— 6.3 ACRES MLL � LSTDRBED. .SIFTER CONSIcCTAPPRONMATLLY 4I0 ACRE ff NPENN W5 SLFRFACFB MLL EAST CM SITE STDRMWATET2 FRC1M THE ST WLL BE SIMM SIEVED AN.. ROILED TG AR MRT6LATON BASIN TT PRONE£ WATER ON TOO. RE SIDADA_ ALL STTRIIWATER FROM THE SITE WLL TELT T]NARGE TO THE EIOSTMC STS=_TER PCN. C m Ta PFtlVIDE RATE COAORQL FOR TEE SITE THE STORMWATEA POND LLTMATELY DISCTMOES TO THE MISSISSIPPI HINER, MUCH IS LOCATED APPROxIMAT¢v 2.090 FSEs IVONIHEA.sT of YHE SITE AY IFS NEST BR.MMDY. S01_LIRENFnCRM�A-n S NEN[ AVAILABLE AOCORDFNG TO THE NARIRAL REBOUR�S IbNSNRVATON SERVICE WEBBILS M SL CffS eESOILS COONSIiSSF_.PRiNNd1 Of SANDY L I ME HYDTILOJC SOIL HN.uP 'A . wHw still. BORUHGS ME INTO ITIS WEILANO CONSIDERATIONS THIURE IS AN EpSTNG WEED IN THE EASTERN PORTION OF THE SITE SLT FENCE� D UNDISTURBED SUPPER AREA MALI- RE DEZ➢ TD PROTECT THE E E_. WERANO. ND VIEILANC NYPAL ME 9 ,a'R�CSED N PLR. STORMWATER REECEI TNG WATERS A�STHTWA= PROM CHET SITE WL]_ DI ANG£ ®THE fJ�RSnNG STORMWATM POND LOCATED ON WE NOF H SIDE OF SPECIAL/IMYAIRED WATER CONSCIERATONS ME MISSISUPPI RHER 15 LOCATED APPROMMATELY 2000 FEET NORTHEAST OF THE SITE AT ITS DICSEST PRCNIUR AND Is CLASSIFIED A5 A SCENIC OR RECREATLOI RJI R. ADOTIONM. BAPS SOUR® ARE STABILZATON OF EWDS4D SOILS INITIATED IMMEDIATELY. BUT IN NO CAS£ IATFR THAN 7 DAIS AF ITR CONSTRUCTION ACTIVITY HAS TEAPCRAWLY .R FERMANEnNT- DEASM. A WATER QIIALRY 1IORLIE OF .NE HCH EGINOFF FTION NE IMPES FwC.:S ND5T BE 1-11ED CNATE AND A 100 MOT ELFIFER ZONE M ONE SPECIAL WATER (NOT AR9JCAHE). w RNWmR STORMWAIER MANAGEMENT PLAN 5 UNCm5TDOD -T RATE CQNTROL FOR WE 317E HPB BEEN fNROV DED BY ME EMSTHNC SIORMWATER POMD LOC' TED ON TSI NORTH SIDE OF 72ND AV UE NE. A WATER QWATTY VONME FOIL L TO UNIRT fit SURFACES WST RE RETAINED OAST. THE PROPOSED PROJECT MLL CHEAT APPRCMIAAIELY 4AD ACRES OF IMPERNOIS SURFACE. WE RECLINED WATER CUALTP VOLUME IS EOIAH B0.OR AA ®FEET. THE PROPOSED INFILTRATION DAUM NAS A WATER OIADTY IDWME OF 2.420 ACRE REEF. E BASH SE Two FEET .EEL. AND AN INFTLTR MDM RATE OF DS INCHES PER HOUR ES ASSUMED. TRIM WLL ALLOW THE BASIN TH LWAMDOMN MTHIN 4A .-HS sTvSF� .00ATTON SAT= I' N \�o n - _—SITE. < M EaT ( DURING CONSTRUCTION (CONTINUED) HEMICALS SHALL BE D MAT IN A. SAFE DATA IN SETS CONTBLIZ. WTi THE ORIONAL UBEIJN6 AND MFTRRIAL SAFETY BATA SHEETS AVwLABLE 2 51MLL5 AND C(WTAMI—CH E FUEL OIL OR A HA ARCCUS CHEMICaI 19 SPILLED DA DETECTED DURING CONSTRUCTION ACTMIES ALL APPROPRIATE AGEH„ ¢ SHALL BE IYFEUATELY NRO F I�SA]NG, BUT NOT —TED TO, WE CFFIC£R AT 3, cONtRETE TVASHOUT AREA ALL LWT. AHB SOLID WASTE G9IENATED--MHOUT CPIPAMONs MUST BE CONTAINED IN A LEAN PROOF CONTAINMENT FAULTY OR NPERMEABE LEER. AH IMPERMEABLE IUMPAGTEO ABY LAYER IS SUFFEF..NT. CONCRETE WN AJ i.LT I:TWEEnc� wG�BHELIT FATE �iquTY TO UN�IEBUIPIENT OPERATORS TO THE APPROPRAIE LOCAngV. PMNOSEIaTTHcEsrsi E�HU�CT BEEN CO,IPLLTELY cCNDED R-SCIED_wE BITE MUST uHDEF.cQ FINAL STAHW2AnlM ANAL CAHILiZFnGN 6 �N IRiAs� NE _. BU ILDNG ACTT I HALE BEEN CDMPLFIFD. TO ACHIEVE L2AT(xN, THE GOLLOMHNG MEABlIRE5 STALL BE COMPi_EIFD 1. ALL DISTURBED AREAS WYTHOUT PERMANENT WPM DUE SURFACES SHALL BE STABIL® BY A UNIFORM PERFNNAL VE6EfnnVE COVER. AREAS N WIRING S EROSION CONIR BLAHHET SHALL H= E ON AND HIL—ED z SECII.ENT FROM OTNVEYANC4 AND TEMPORARY SECIMENTATION BASNs THAT AINE TO BE USD AS PERMANENT WATER QUALITY MAN A@EMDNT 9ASNS SHALL BE OTEANEC OUT. SEDIMENTA CK SAB E UNI HE SUPIEVI NTLY CLE.Wm OUT TO _MN THE 0- TO CURDH ARTY —1-1 JUST RE ETARI— TO PRE\ENT IT FROM SENO WASHED SACK INTO THE BASIN OR ANDES DISCHARGING — CA TO SURFACE WA'1ERS 3. WHEN 5TAHLTS _TAM.. HAS BEEN FSTAS.— OVER TO PET_ OF THE PCRMOUS SURFACE AREA, ALL SYNTHETIC TEMPORARY EROSION AND SETMENT CONTROL MEASIJ EES SHALL BE REMOVED, THIS IHCLUOES BUT IS NOT UNITED T0. SILT FENCE. TREE FENEE AND CATCH BPBIN INLET PR LINEN OEVILES NOTOF TERMINATION I D(E) MUST SUBMT A NOTICE DF _-C—) 10 THE MPGA MhBN SID DAYS AFTER FINAL BTABLZATON 15 COMPLETE, OR ANOTHER PRIOR TO START OF CIONSTRRICTTON OwNEATM/ARA TTOR (PERMTEE) HAS ASS MED CONTROL OVER ALL AREAS OF WE THE FOLLOMING STURMWATER POLLUTION PIR—ON MI SI BE IMPLEMENTED PRIOR TG CGNSTRUCTIQN. REFER TO GRACING AND MOSION SITE NOT IINUERGONE FINAL STABILE—MI. CONTROL PLANS FOR uxAnorvs INSPECTION5 & RECORD KEEPING STCRNWATER PCL1nHCN PMBM MCI NSPECTGNS SHALL OCCUR ONLE EVT:RT sEv H I- SILT =1E TIE III OF CBRAONG GN ANY FILL (7) DAYS.— ACINE CONSTRUCTION AND N0IW1N 24 HORS AFTER A RANFMI L1 ENT GREATER THAN ME INCHES IN 24 HOURS. INSPECTIONS MAY BE IYAgOT ADOMOHAL MLT FENCE MAY HE REQUIRED IN CUT S- A!€.Ai SILT FENCE SHALL ALSO BE INSTALLED AROUND ANY DURING FROZEN GROUND CONDIMGIE. WHERE w[NH xA5 BEEN 9lS5PENDED E TO IRInSPECTON9 AND MAkIENANCE MUST FROZEN OROiNO CONmn❑NS, THE REQUIRED, INFLTRATON/ILIRATON PRACTR Two= PLACE WITHIN 2a HOURS AFTER RUMCFE z OR P.— 10 o CORN Cn O; WHI01L"VEn CONES _.T. DO% t ME COURSE OF z cONSINurnDN ENTRANCE POCK CINSIRUCTION ANLE3 SHALL B£ NSTAUID AT THD flElB m 011 1r MAY BE DEMMMWEO THAT w�mONA STORM'sATER PO.LOnwN PREVEN IN Y TM. OR CERTAIN MEASLIRES ARE NOT ETTTR-CE:S TD TIE SITE PRACTCAL TO INSTALL N THESE CASES AN AMENDMENT TO THE UNA PP SHUL HE S CATCH BASINS MADEE, AND SUI-00IING REASONS SHALL BE DOEUMENTED IN THE sm— ALL CdTOH BLSINS SHALL BE PROTECTED WrM INLET PHOT IND- . SUITS BY THE L❑GL GQVETNECT UN T. THEA SHALL E BLT AAE t. NAME OF INSPECTOR AND DATE AND TIME OF INS£CTIDH M PRI AAE NOT WITTED TQ. W9AW FOLTELTON DENCES. IXFiUSAFE PROTECTDN NOT DEVICES. FILTER FABRIC. BIO ROLLS AND sTHAw IPAIES. 2 RECORD RAINFALL AMOUNT SINCE MOST RECENT NPSECTON. DURING CONSTRUCTION r GNAVEl S FO RRECIME ENTRANCES FISH SEOIMENTAnOH. INSTND:T a AO.AACENi STREETS FOR sEpMENT TRAacNra. ME FOLOMNG StNRMWATFR PC.I.UTOM PREVENTION AD MI Es SHALL BE PLENENTD .MEMO DEFER Td GRADING AND EROSION 4. 9NSPECT STIE FOR E]:LESSYE EROSION AND SEDIMENT ACCNIAILanON LOCATOScnON. QDNTRd_ PLANS FOR LDCATONS A CIM AND g➢IMFNT CONTR❑L SILT FENCE AND GTNEN 1MOM 1. PHASED SHADING TO THE EREPNT SHALL BE TMASFTD TO 41NIA92E THE DEVICINSPECT "RY ALFU OENCES FOR ERO90N, SmIYFJMTAn ON AND — MMINING B. NEIR T PURRED ENO sFATION S FOR ETDOON MIS SEDIMENTATION. 131—LA IU" AMOUNT Of OISILRS£D MEAS OURNG sTE CONSTNUCT(N. G ASPECT PONDS HIM". H BASINS TEMPORARY SEDIMENTATION eA9Hs C ALL OIHEA IMP'S FCR ERGmCFI SRNMENTAnOM. Z MRC LO SEDIMENT ANY WCI TRACHED FROM 1T1E 91E ON1D THE SMEET SHALL BE 0. SYSTEMS SURFACE WATER S, IEFEIMENG DRAINAGE SITED AER CONVEYANCE CR SYSTEMS FOR EMOENCE U smIMEN1 BBNG OEP051T]I BY EROSION. RETIOND IMYE❑IATELT DPW d]EIECTDN. UCDON IMME ENTRANCE SIAM.. BE INSPECTW AND REP/.NED IF INUNDATED WITH 5. INSITE AND ACJADI.MT PROPERTIES FOR CONSTRUDMUN DEBRIS, TRASH SE9IMENT. ANO _ <. ]. B1 6_ INSPECT STA8ILdkT1 AREAS FOR EAEUUN- SOYOCMP 17 SNS BE PLACED IN AM AREA THAT 1\LL MINIMIZE WE N® IF A STOCKPILE MLL REMAIN IN PLACE FOR ANRECOEA , RECOMMENDED FEPw RS, MAINTENANCE AND/OR —F—m— —RumE%IETLEO PERIOD OF T.F. —.—.N MEASURES SHALL HE IMPLEMTNTEJI, ACWDNG BUT NOT UMI ED TO. SEEDING ARE SIF TT'_ TD ENSURE EROSION AND SEDEEDITATQN CONTROL MEA4NR6 ARE SUM_ TPDRARY ST❑GXPILLB MUS HA- SOLI FENCE OR Ul+£R HI SIECIMEHT CDNlR615 OT BE PLALY7) IN S.RF4(f 'WRITES B. (RECORD RECOMMENDED MIENDMENT9 TO THE —B. RNcLu DINGSTORMWAIER CONVEYANCES MO! AS CURB AND CUTTER B. RECORD RCI MAINTENANCE AND/OR REPLAOEMCNTS THAT WERE COMPLETUD SYSTEMS. CanOIL OTCAfi SNNi TRE _AET INSPECTI- 4. TOPSOIL UPON R9MPLETCN. A M MNUM OF 4 IMCES OF __1 SNAIL NOTE; F4RNmA ®� AT HAVE uxDERCOIE FTNnL siwRu7N.nDN, IN�EcnCNs CARDING SE PLACED OVER ALL DISTUrAFD AREAS, ETCCLUNND PROPOSED sRR.RTTs IN¢ PBR MONTH Alm PMIONG euREns MAINTENANCE 5. RSSTORAnRN E OWNER/CONTRACTOR IS RESPONSIBLE FOR WE OP-ATCN. INSP£CTIPN ANO I— HOT ACTIVELY WORKED SHALL BE RESTORED MW SEED NAND INO.CJH, ER6SwN etxNTRO. B.AnH E AHD/OR 500 IMMEDAMY MAINTENANCE OF ALL SROFUlW, TFR POLLUTTCN PRE EIM MEASURES FOR TIE OLRATOH Of TRE PRI WE CLLOMNc WmEONEs sH MJ.L BE USED TO BUT IN NO CAME LATER THAN Y RATS ❑ETIAAINE NECESSARY NEP.uNs, Mw HTEI AND/OR REPL,AOpMBNT OF ME EROSION AND SECIMDMTATON CONTROL MEASURES 6 IN LRDFA 7D MANTAIN SHEET FLOW AHD MININ12E RILLS AN./CN CURES, 1. ROCK CONSTRUCTION ENTRANCES SHALL BE 1 AIRED OR REPLACED IF THE ROCK OFTHAN TJ ERE SHALL tE NQ uNINROICENN SLOPE LENGTH CHEAPER CH FEET FON. STOLES MTN A GRADE OF 3't GR STET BECOMES INUNED DATWM SEDIMENT AND/OR EYRMEI SEDIMENT IS BEWNG TRAIPCED FROM WE SITE. SEDNENT TRAC❑.T ON Ah -CENT STWTS SHALL BE REJOVID. MEASURES SHALL BE TAICEHR IMMMrATELv IIPON IiSm ERT. 7. MANAGE DITCHES THE NORUAL WETTED PNaN£TER OF ANv TEnntT+ORARY OR PERMANENT .RMKAM NTEN THAT ORMNS WATER FROM WE SITE, Its DIVERTS WATER Z SILT FENCE SNAIL BE REBAREO OR REPLACE]] %TEEN SEDIMENT REACFEB 1/S THE NEI— GF THE ST FENCE, THE SILT PENCE IS MMAGED AND/OR THE BLT ARCUMD THE SIF. MUST BE STARI MTHIN 26D HNEAL FEET FROM PENCE BECOMES NINFDNC11fYlAL NEAUDSEE SAI BE TAImN W. 24 11IOUR5 ROPERYY M-- CA FROM ME PCN, OF D_,A,lY m ANY STABpI _ MUST BE(PMAFIETED M1WN 24 HOURS DF wSCOVERy_ SU OF CkYNECTNB M A SURFACE WATEL CATCH en N INLET --ON DEUCES SHALL BE CLEANED WHEN Si9EMPNT B. PIE0{ITIETS F WE .—CE BED.—�NOYF LIENCRONALT N—.m SHALL ME TAAEN Mn#N ]2 PFE BLTLETS MUST BE PRONUED WTH TEMPORARY OR PERMANENT ENERGY OISSTPA"OIOY MTNN 24 HDQRS OF CONNECTEN TO A ELPFAEE HOURS OF DISCOVERY. MATE_ ♦ BLARED END SECTONS SHALL BE CLEARED IF DEBRIS Is RESIRICING FLGR OR IF SEDIMENT HAS A,CCIMULAWO AT THE OIL=. IF A FTARM END SECTION 9. CATH BASINS L CATCH BASINS SHALL BE PRDTCTFD MW INLET PROTECTION DEMCEs BECOMESNONFUNCTIONAL W DAMAGED, R SIAM BE REPwR® ON REPIAL4D. MEASURES SHALL BE TAKEN WITHIN 72 HRRJTS ltF OSCOVENY.. APPROVED BY THE LOCAL 00WH IND UNIT. THESE SHALL wCLUOE, HNT ARE NOT L6Mlm TT, WMCO PR-- DEVICE$ MMASAFE PROTECTION S. IF S£QIMENT IS 0854RticY OFFATF CR NEAR SLIRFAIf WATQi$ "RIE COURC£ of DEN[£A FLTEA FABPBF 810 F— AND STRAW BARi3 —m— SHALL BE LIETEGTEI AND -"-A, u£AQIRES ,}Hui BE IMPLEMENE❑. THE FERMITEELL (S) SHACOORDINATE SE❑IMMT BETFUE rnCM T Lti5' D LIST9CTON RBST SHALL BE C--TD TTL EXTENT POBam c IF SURFACE TMNET RATS gSLPROPRTAIE AGENPR. MEA91RE5 SYwi R£ rnFIl EXOE9SVELY OVSTY. APPROP ATE MEA4UREE ENALL lF MEN OVBRT. BE TAXON TO REDUCE DUST BL 'G —O"T' FRCYN Wn aTE DUST ['ONTCRawL NE.ASUFA:S IN—.F BUT ARE NOT F.— TD, WATkINC AND L PONDS, INFILTRATION BA:B6 MEM FNTATCR BASINS AND ALL OTHER BUB% SIHw1 HE t2EANFD IF DEwn6R13 PRESENT AND/OR E%DE39UE CHLOSDE APPLCAn DIN. 3EGNENTAROH HA5 OCL41GtE0. TEUPORMY AND PETM.ANENT 5£DMENIATQN ORMNED AND THE B.0 .." nf]MDYFn _EN 3EDI S ,. DEWAIEANG 11.0 LIEF ME A xtJ.El] THE BnS11N M 1/2 THE STORAGE nT"'H N SEDM ENT LL E£ OMF.A.9IPES DEWATRNG ACTMT£6 =M BE fi;ORDDGRED WTH AND APPRCVED BY WE LOCAL GOYcRNFNG tAVR. IF THFAE MLL BE ANY DEWATEWMG OR NlOML•D TO AEXi1NWUTE IN NFLTRATCH BASKS. TiiALL BE TNON CUMIN T2 HOURS OF OrsmvER.v. BASIN DRAINING THAT MAY HAVE TURBID OR SEDIMENT UDEN CTSLHARIE, THE' WATTT LAST IIF OLSCIM[£O m A TEYPOURY OR PERMANENT QU.AN71TIES SEDMLENTAn ON BASIN ON THE PRRECT SITE MHENEVER POSIDH_E_ APPROPRIATE RAPS SHALL BE USED UTSDR EROSION AND SECIMEIAT CONTROL EPRE-INnLLaRMNDHTABLE PRONES InMATET W ---W--- FDR STDIDMMAIFA POLAAITIN AR. ETMENSY as5nan.N. THROUGHOUT THE PR(AlCT. 12CCNSTRUCMATERALS AND DEBTS ITEM UNIT WArvn1m CONSIRUL'iION MATERIALS SHALL BE STORED IN AN OR ANO NIM12E CCNFLCTS W1H 9n1ER C0N^TS1GlIQM wTR.TNCE EA 1 SE li_ 1,BDO REIT AC1M11ES CONSR(UG110N OEBW6 MALL Be CONTmev IN DI FROM PN. RfAlOVED n1E SHE nS NEMESSARY. PROTEC1tON EA ?D ECOPHR❑L BLANKET SY. 1 .400 NRFTON RF ESTABLISHMENT I AG I 1.9 KMK TRIP, Inc. P.O. Box 2107 1626 OAK STREET Lao CROSS E, VVI 54602-2107 PH. (608) 751-8988 FAX (6(6x08) 781-8960 `_— McCain AL-E,.�,.�ra Hc.�MNrEYINw 48 AFolto Or. Su]te IOC. u h ]63-4 TROD Fa )63 P -T Ta19 N AR Oatee O4RaY15�L�deT m CN co O17- i3 111 tyQ If Q 0 C0 < LUJ d I]f a- w M rA -0 Wz Urwuw =w LLI CO 7z 0- s LI..I w (J3 - so 0 � � Q UJ U) rL f\ C) Q =0 R OAT£ BESDRIPnDN tom. —11,15 —CAI nEr121IIs rENv®R raMaI�IHG Hall ac BRAWN BY JM SCALE CRAP HLc PRj. N4. UEEJ O DATE Zpts-Om B"� 5P5 ..� -- w as � usI t -------------- ais yy I y a i I 18 Fj IA OTA PINNACLE BIRCH r3En3A PLA-TPHTLLa x 'AGOOA oGGw� GOh8i 15 ALT-Ia4AFO:JA F£15ET—.— 5 �. PLAM 6' O.G. - _ \ t � J ' � ! R { GORFWS ScRIGE4 Kc16EYl" GAL SPACE £vtTLT M F 7UUF d DONT. GrACE EvcTA l J 1 ! 2i' 81RCF LEA � 5P1R4EA BETJLJFOLA 40R' GAL Y �: yY .. ' '.. -.� .. � Tib•, , ' Y r I Ib IA— JEINP£R C iJT_ PLANTA O.G. GAL- -1- A sT6-LA_FiRO 0. CI.'I OAII 'I'IAI.ET9' L � KARL -TER REEF GRA55 POF FI -ANT Ti6 X AGIITIFLORA "KARL FOERSTEIR� POT STAGGERED _ OAYLILY PPT PLANT T4' cc. f HEM=AW9'STFSLA D'ORO" POS 57AGGERID CAL QEIAKULM1 ASPEN ]AL BFH STRAIGHT I_EADS:R / 1 .II �ri l'OPUUS TREMULPDE9 ANJ FJLL GROWN MIX: MNOOT 33-262 J aJ-362 Drys en raa.a.-__ - -- o ! ! y ._.-. _ __-__ `�� - r If 1 ,� Common Herne 5-I•rtflr Nxme �RxPllbre.cl Rnta r4grAy '. [�,� � 13mld snR ra _gMLL ]sts I! local DI grDaa A mety (rt 1.56 t.94 3�84X - T�.50 hgblrm r A QroP?4on gwn+U�r 1.50 - imal V I 9eefYmenMa 1 I y y�pd a dr ,,.� 13B 1:63. swa cas 3 Il- I I V �tvllcngnss Panleum igarem 0.0 0." OLMA zos a subwml ,a -so M14 -- a2D3x- T ari.. 3 Alw .a Ve2eneh sYan 0.10 0.[l : 0.Ax f g�30 Trwpurc., V n.as - - a � e.sex _asD I.I[�Ilgllall �l I I I I. I. I - i inn ls' ll' n ` if) I I } Ru -Li 11111111 PLANT LEGEND � O`IEleI TREE 2.s" cAL CMUAM 4TAL TREE I I STATION STORE,' I.6 GAL q�,, ' ' _- ( F _/' • Cq WFEROtl5 TREE I I I F FF. - 807.3 I I ! ,RSlif- eG6.3e 9Hj?t1B ,' GR OUNDGOYER I - T2 74 3b' HT. ' - __ _ I • I 1__7 _. _ fI I! i M L.AND5CAPE NOTES I �F • _ •` t A 7 GENERAL `�GATION SHALL BE PROVIDE FOR AIL SOO AND LANCE 6 L_ 5 O r r ! �y t 900 AND IRRIGATE ALL DI5TURBED AREA5 UNLE55 OTHERW NOTED. 3t I _ - ♦ f f I 1 { SPE AREA �®I RCK OMULCH - T-112" DRESSER TRAP ROCK WHERE NOTED. f ----- ----- F__-- __-_______ - _ `• ° I ( • HEAVY COMMERCIAL GRADE POLY EDGER SPIAL BE L5ED AROUND THE PER[METER OF LANDSCAPE BEDS NOTED ON PLAN - k r 1 f IMPER TO DETAIL SHEET LZ FOR GENERAL NOTES, FLANTtNG 5PEGIFIGATIOt4b, PLANTING NOTES, IRRIGATION NOTES, AND PLANTING D£fNL9. REFER TO GRADING FLAN FOR GRADER AND EROSION CONTROL '� - - � '"°'�" 1 1 �' /1 • REMOVE ANY BURLAP, TWINE, ROP£9 ANWOR UARSNG FROM THE TOP AND -- _•., -5 -tel hr At- ./ 1 1 o sa aD aD 91DE9 OF ROOT@ALL FDR ALL BALI AND DURLAPPED PLANTS. REM OYE CONTAINERS AND GUT CIRCLfNG ROOTS IF PLANTS ARE CONTAINER M FEET } LL — — — — — — — — — — — — — — — — — b �-- "'r -� - _ l TE E 2.5 CALIPER INCA-IE9 OF TREE AND & OZ PER 611 OFT€2 ` _ 9 2 R FERTIZER APPLIED AT THE TIME PF PL4NTINCa 4T 4 R4 -- I 70TH ST NE (CSAH 37) ------ s 1 _---- ? r -------i-_-.�—_�--;��.�__ --- -- - - ---.tee._-_____z_-.-_ 1 I / _.-_--- ___- -_-.. ----------__.--_-s--_ L ----__-__�-_..W--=—� -__s Know what's below_ Call before you dig_ . w � Iff4w.. A i KVVIK TRIP, Inc. P.a_ BOX 2107 1626 CAK STREET LA CROSSE, IN1 54602-2107 PH. (608) 781-8988 FAX (608) 781-8964 Wflison MMECain . au�c�ssnts,.ic - hm I ) N � F x' Y5S4 995914 Dala, Od2W]s Lkence s:14s4] N C) V Q cn j Q 10- CO ui ~ ti CJ LU 1 l y w d LU (< Z Z dLI � C!) LU &5 — U ��:, = 60 -0 Q Z �--0 � Q J - oz Ci Q S o R DATE DESCRIPTION �_ 65fi 1115 PER CITY CCMMEM L!6 OFdi�1'i5 PER CITY COMMENT ❑fiFYN3HY SDS Br'•rc GRAPHIC PRR0.L KO. 5552-00 DATE _ -• "� L 1 GENERAL NOTES: I_ LANDSCAPE CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS ON THE PROPERTY WITH THE GENERAL CONTRACTOR AND BY GOPHER STATE ONE CALL PRIOR TO 5TAK[NCs PLANT LOCATIONS. 2- COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING IN57ALLATIGN WITH OTHER CONTRACTORS WORKING ON THE 917F- 3. ITE3. WHERE EMS -TING TREES AMI SIGNIFICANT SHRUB MAS51NG5 ARE FOUND ON THE SITE WHETHER SHOWN ON THE DRAWINGS OR NOT, THEY SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED ANDIOR ARE WITHIN THE GRADING LIMITS. ANY QUESTION REGARDING WHETHER PLANT MATERIAL SHOULD OR SHOULD NOT REMAIN SHOULD BE BROUGHT TO THE ATTENTION CF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL 4_ ALL Eh^STING TREES TO REMAIN SHALL BE 0-'ERTIL.17ED AND PRUNED TO REMOVE DEAD WOOD AND DAMAGED OR RUBBING BRANCHE5, 5. 8B TREES ANP 5HRU.a5 ARE BALLED AND BURLAPPED. 6. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR. PRIOR TO SUBMISSION OF BID AND(OR QUOTATION. T ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST ADDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERTMEN. B. THE CONTRACTOR IS RE5PO51BLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIAL -15 UNTIL TIME Or OWNER ACCEPTANCE. ANY ACTS OF vANDALSM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL ESE THE RESPONSiBI-ITV OF THE CONTRACTOR. 9. CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION. 18. WARRANTY FOR THE LANDSCAPE MATERIALS $HALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. 11. GO,NTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WITH ALL REPLACEMENTS TO BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 1 EE7 ! ,. e. .• Ery PLANTING SPECIFICATIONS: I. PLANTING BED PREPARATION' ALL MA55 PLANTING BEDS SHALL BE TILLED TO A MINIMUM DEPTH OF 1191". AMENDMENTS SHALL BE APPLIED AFTER CULTIVATION. 2- BACKFILL ?rOtL USE SOIL EXCAVATED FROM PLAN7ING HOLES it- PROVIDE AMENDMENTS. REMOVE ALL DEBRIS AND ROCKS LARGER THAN 3" IN DIA. 3, FERTILIZATION ALL PLANT MATERIALS SHALL BE FERTILIZED UPON I STALLATION WITH DRIED BONE MEAL OR OTHER SPECIFIED FERTILIZER MXED IN WITH PLANTING SOIL PER THE MANUFACTURERS INSTRUCTIONS. 4. MULCT -I MATERIAL AS SPECIFIED ON LANDSCAPE PLANS- MA55 MULCH ALL PLANTING BEDS TO 3" DEPTH OVER FIBER MAT WEED BARRIER. ALL PERRENIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO FIBER WEED MAT BARRIER. ALL DECIDUOU4 AND EVERGREEN TREES TO RECEIVE 6" DEEP SHREDDED 14AROWOOO MULCH WITH NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. S. TREE STAKING: IT SHALL SE THE CONTRACTOR 5 RESPONSIBILITY TO STAKE ANI GUY THE TREES ACCORDING TO THE DETAILS. IT IS THE CONTRACTOR'S RESPONSIBILITY 70 TAKE EVERY STEP NECESSARY TO MAINTAIN THE TREES AND SHRUBS ON AN UPRIGHT AND PLUMB CONDITION AT ALL TIMES UN71L THE END OF THE PLANT GUARANTEE PERIOD, E51"ECIALLY WHERE VANDALISM, SOIL OR WIND CONDITIONS ARE A PROBLEft 6. TREE WRAPPING: WRAPPING MATERIAL SHALL BE QUALITY, HEAVY WATERPROOF CREPE PAPER MAN1FACTURED FOR THI5 PURPOSE. WRAP ALL DECIDUOUS TREES IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING BY r, -I. 1. RODENT PROTECTION PROVIDE ON ALL TREES, EXCEPT SPRUCE UNLE55 OTHERWI5E NOTED. 8. PLANTING PLAN: ALL PROPOSED PLANTS 5HALL BE LOCATED CAREFULLY AS SHOWN ON THE PLANS. THE PLAN TAKES PRECEDENCE OVER THE NOTES. RESPECT STATED DIMENSIONS. DO NOT SCALE DRAWINGS. 3 EDGING: EDGING SHALL BE 4 P.v.0 COMMERCIAL GRADE EDGING WITH THREE (3) METAL ANCHOR STAKES PER 20 FOOT SECTION, UNLF55 OTHERWISE NOTED ON THE PLAN. ALL M455 PLANTING BEDS 5HALL HAVE EDGING PLACED BETWEEN MULCH AND ANY ADJACENT TURF AREAS. NOTE: TWO Q) ALTERNATE METHODS OF 'leM STAKING ARE ILLU57R47E0. IT 19 THE CONtRACTOR'5 OP71ON TO STAKE TREES, HOWEVER THE CONTRACTOR 18 - RESPONSIBLE FOR MAINTAINING TREES N A PWMB PCIVVI N THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. `rte -- I#+" POLTPROPYL£NE OR POLrETHYI_ENE (40 MIL, 1.5" WIDE STRAP, TYP) -- DOUBLE STRAND 14 GA. WIRE - 3 AT 126' INTERVALS TREE WRAP TO FIRaT BRANCH FLAGGING, ONE PER WIRE STEEL TAKE ROOTBALL TO SIT ON SUElGRAI7E MULCH, 6" SHREDDED HARDWOOD - PLANTING SOIL., SEE 5P'EC SUE.GRADE 2" X 2" X 24' WOOD ANCHOR STAKE, SET AT ANGLE SODISEED OR GROUNDCOVER 12" TOP5OL DEGIDLIOU3 TREE 1.2 LEVEL SITE NOTE-' TWO (2) ALTERNATE METHODS OF TREE 5TAKTNG ARE ILLUSTRATED IT IS THE CONTRACTOR'S OPTON T STAKE TREES, 1-IOWEvER THE CONTRACTOR 13 RE5PON5151-E FOR MAINTAINNG TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING C,0NIFEROUS TREE PLANTING NOTES: I_ NO PLANTING TO BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA- S. ALL PLANT MATERIAL LOCATIONS MUST BE REVIEWED AND APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ANY AND ALL DIGGING. 3. IF THE LANDSCAPE CONTRACTOR PERCEIVE5 AND DERCIENG3E5 IN THE PLANT SELECTIONS, SOL CONDITION5, OR ANY OTHER SITE C0INDITION WHICH MIGHT NEGATIVELY AFFECT PLANT MATERIAL ESTAMUSHMENT, SURVIVAL OR GUARANTEE, THEY SHALL BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 4. ADJUSTMENTS IN THE LOGATION OF PROPOSED PLANT MATERIAL MAY BE NEEDED IN THE FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE I—AND$CAPE ARCHITECT MUST BE NOTIRED. 5. ALL PLANTS TO BE INSTALLED PER PL.ANTINC, DETAILS. 6. ONE SHRUB PER TYPE AND SITE IN EACH PLANTING BED AND EVERY TREE SHOULD BE CLEARLY IDENTIFED (COMMON OR LATIN NOMENCLATURE) WITH A PL.A5TIC 74G WHICH SHALL NOF 15E REMOVED PRIOR TO OWNER ACCEPTANCE. 1. WHERE SODISEEP ABUTS PAVED SURFACES, FNISHED GRADE OF SEEDISOD SHALL BE HELD I BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. B. SOD SHALL 13E LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS_ ON SLOPES STEEPER THAN 3 :1 OR IN DRAINAGE SWALES, THE 50D SHALL BE STAKED TO THE GROUT D- S. REPAIR ALL DAMAGE TO PROPERTY FROM PLANT{NG OPERATORS AT NO COST TO THE OWNER.. IRRIGATION NOTES: L LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SHOP DRAWINGS 7LLU5TRATING IRRIGATION PLANS AND 6PEC4RCATIGNS AS PART OF THE SCOPE OF WORK WHEN BIDDING THESE 5HALL HE APPROVED BY THE LAND5CAPE ARCHITECT PRIOR TO ORDER, 2. VERIFY EXSTINGIPROPOSEP SYSTEM LOCATTON 3- UNLE55 OTHERWISE NOTED, ALL 90DI9EED AND PLANTING AREAS INDICATED ON THE PLAN 54ALL BE 100%. IRRIGATED. THE IRRIGATION SHALL INCLUDE THE PUBLIC RIGHT OF WAY BETWEEN THE PROPERTY LINE AND BACK OF CURD WHERE NEW LANDSCAPE IMPROVEMENTS ARE PROPOSED. 4. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND A15UrTING BUILDING FOUNDATION. 5- THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERINGILAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS Ib" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1.S" WIDE STRAP, TVP) DOABLE STRAND 14 GA WIRE- S AT 130' INTERVALS FLAGGING, ONE PER WIRE ROOTBALL TO SIT ON SUBGRADE MULCH, S" SHREDDED HARDWOOD PLANTING SOIL, SEE SPEC SUBGRADE SODISEED OR GROUNDCOVER 2" X 2" X 24' WOOD ANCHOR STAKE, SET AT ANGLE TOPSOIL NOTE HAND LOOSEN ROOTS OF CONTAINERI�--D MATERIAL (TTP). SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. LEVEL SITE !: . SHRUBS TO SIT ON SUBGRADE MULCH 4" 5HREDDED HARDWOOD LANDSCAPE FABRIC, SEE 5PE0. 4" P -V -C EDGING PLANTING SOIL, SEE SPEC. REFER TO PLAN FOR GROUNDCOVER SUOnRADF SHRUBS TO 51T ON 5UHGRADE LEVEL SITE ffw1Afr lsr>fm KWK TRIP, Inc. P -O. BOX 2107 1626 OAK STREET LA CROSSE, VVI 54602-2107 PH. (608) 7B1 -8S59 FAX (608) 781-81)6D (� Carlson M Ccd"n wwanaEerr,� , aawlvalc - awSc.R1c as Aaam>k, sw<e Toa, u Ofiaae: ]63-ASCI-TGdO Fes: Ts3..aa9_f559 a:+=a o+izens �m N U:) CD u) or_ Q J 0 U < JQ I- U) w LL[0Ca U) T' a C) LLJ Lu S w LLJ C) z n Q > 6 CD ;gin Uu Q Q U Q I so x w,TE ocscrsmrlow o9111Is PwcTTYcoMUENT f� twiyls FERCITECOMM£NT 0uww er soe SCP LE —HIG NO I -7E SIS-0�f-.L S EF6 L2 r r � — �v --- _ ------ a t� I +Jn 4 13 Z _.---_-__ - —_�.�_ usua•.5.vu. a K -..0 L-� v 7 -- -z/ �- « :.. _ « � . _ jC - - a �,� y- « F ' ZZ l Zz sY F - _ _y. ti R F .�. r�. — _.. as T > ut � Ey _ ZZ Z ,.- 4. TIt. t - mA Y$ Y � GQ S . _..t µ Mcr :I- y ryys L __ _ -----_ J I�------- - a._: - M1SPE.ar•s _,. v. . _ - ,.,.a..�,.ub.--. x.1 v.x n. 6v.v�, v. v.uu _ . -., v.:. .. _ ... _ ,. .. 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NOTE - FOR FwA c. 8 IN CW AWA, 12FZ[Ff LGCATIOH WITH "K TRIP. 1. 1 AN 79' C EARAHCE FROM CM ssoRs PdaOTOMETRIG SITE PLAN 1- 9GALE: r' • Ndw-mw 1 ENGINEERPNG _ INCORPORATED NAS � PAGE eee6wgRN .Arw,f.K 7MWZ4" AFW',fAm- IS7-*Pp KWIKTRIP, Inc. P,O, BOX 2107 1626 OAK STREET LA CROSSE, WI 64602-2107 PH. {eoa, 781-89138 FAX E6w) 763-e900 V)Carlson _M_ cCain an& Ap... Dr, s, x o• — 4 Mry 5sulti Heresy enlN axtxya also, see�� u ��ar<e W nes�iee�a= rq� ueeer me mws et o �lbla � '^ Q it t� Lt1 p U M1+J VJ < LI..I < U Lu w Zo w Wim© t¢"z z p X C) W U) z�0 o D �� < =o % PATE DESCPIPTIQN. sc+.l_E GRPP1i IG gaol. No. sssz-0o PHTE 2Di5ttd-�6 s"E E1 RR 1 II$IEgII � II g l � I I I LIl IE . II II It_I ILII' I[' II II III pt :�;L�10 FIE OWNS! i6 1 a \ � a \ � a PROPOSED SIGNS: #01 24" LED KWIK TRIP LETTERS #02 18"LED KWIK TRIP LETTERS #03 24" LED KWIK TRIP LETTERS #04 24" LED KWIK TRIP LETTERS #05 NOT USED 406 CARWASH ENTER SIGN #07 CARWASH EXIT SIGN #08 CARWASH INFORMATIONAL SIGN #09 24" LED DIESEL ENTER SIGN #10 NOT USED #11 DEF PRICE SIGN #12 CNG SIGN #13 CARWASH DIRECTIONAL SIGN #14 DRIVEWAY DIRECTIONAL SIGN #15 DRIVEWAY DIRECTIONAL SIGN #16 DRIVEWAY DIRECTIONAL SIGN #17 DRIVEWAY DIRECTIONAL SIGN #18 DRIVEWAY DIRECTIONAL SIGN #19 DRIVEWAY DIRECTIONAL SIGN #20 DRIVEWAY DIRECTIONAL SIGN #21 DRIVEWAY DIRECTIONAL SIGN #22 FREESTANDING HIGH RISE SIGN #23 CAT SCALE SIGN A'wiwr 77vzom KWIKTRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, VVI 54602-2107 PH. [6081781-8988 FAX(60B)781-8960 CV CD 22 I DS3 D 53 I I I I I L____________________________ __ _ o SITE PLAN LLI -r \\c': ".. •' 1" = 60'_0° PROPOSED SIGNS: #01 24" LED KWIK TRIP LETTERS #02 18"LED KWIK TRIP LETTERS #03 24" LED KWIK TRIP LETTERS #04 24" LED KWIK TRIP LETTERS #05 NOT USED 406 CARWASH ENTER SIGN #07 CARWASH EXIT SIGN #08 CARWASH INFORMATIONAL SIGN #09 24" LED DIESEL ENTER SIGN #10 NOT USED #11 DEF PRICE SIGN #12 CNG SIGN #13 CARWASH DIRECTIONAL SIGN #14 DRIVEWAY DIRECTIONAL SIGN #15 DRIVEWAY DIRECTIONAL SIGN #16 DRIVEWAY DIRECTIONAL SIGN #17 DRIVEWAY DIRECTIONAL SIGN #18 DRIVEWAY DIRECTIONAL SIGN #19 DRIVEWAY DIRECTIONAL SIGN #20 DRIVEWAY DIRECTIONAL SIGN #21 DRIVEWAY DIRECTIONAL SIGN #22 FREESTANDING HIGH RISE SIGN #23 CAT SCALE SIGN A'wiwr 77vzom KWIKTRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, VVI 54602-2107 PH. [6081781-8988 FAX(60B)781-8960 CV CD it- LLI -r 0 Q F Cl) j± LLJ V U M = _ v� Jm LIJ = C LLI P- 0 tz LL F) DAIE UESCq'. 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(808)781-8968 FAX (0008) 7811960 T)Carison McC Sin [ algnnlYn 6`3iag-ex�mmt =aw a� N„T �s y�ry acd9cotle rt ..Yt iXe bxo oF�ux svm ae n~fnr cma��— — ��T� awe. EXISTING PROPOSED HANDICAP STALLS ........... OUSE _...�..----•^- 9RWINms PxwmFr COHOFZE'IE P0.VEMEHT )� iv ac PR�ERTY calf -'- EASZTIENT iINE-------- — I jUN9fAQiWM WATFFt NNN —I ---- � Ga3 �c UHCFRIXiOUHO ELECTT9G •�� I UHOER6iwNU TEL `3NE ■ it I u�Nxe,uv anon —.�—. - IFTr� — \4 MANHQ E O .� H1DRNIT b '` } Ca4TE YALYE unLrtY vaE1: a ULULu 0 LfOHr PCIE Yi^ L� aor - �z ELECMC MANHOLE c �` +O ElE4-IWG mIW$UEA�I Qi FF IX SRS PI iN N07'� o 0 1. 9w5 ANEW FACE OF WNB UNLE55 OIHEAM 0 91NEN p ED. �:: co 2 CwWR9 ANO WTTIR S1t41 9E 9812 UNLESS � mrlmmmxE:.1=. Naim. 1 "L 91ALL 9E T1E NESPw9BILTY mE —A— FEW VE■FY 111E LOCAT STiS MO fLEYATSNT U]P E1Gsn•IO F 1 JINJ TES PiIJM TO THE START OF STE WORK. 1liE TRACTOR 91 AL1 NOTFr THE mi JNEIIi I'AIM®IAIFLY OF - pSCNEPAROES OR VAEOAnwS Fli011 TIE PLAR. 4. 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ELE ATOM: Na35O (NC z9) CALL BEFORE YOU OIO i �yl�l/ KnowIT war's below. '�`^i' Cal before you d1g. WW//r -7R/P AFWZA#C -SArAw KVLRKTRIP, [Trc_ P.O. BOX 2107 1825 OAK STREET LA CROS&E, WI W022107 PH. (808)781-8968 FAX (0008) 7811960 T)Carison McC Sin [ algnnlYn 6`3iag-ex�mmt =aw a� N„T �s y�ry acd9cotle rt ..Yt iXe bxo oF�ux svm ae n~fnr cma��— PIRKPA/G SUJ041RL' d6 HANDICAP STALLS ........... 2 CLIC GNOPY yry.s� M TRUCK ... TRUCK PIICONG •....---... •• 03 2 TOTALSTALLS-- 40 �...-. � Imo• —�— LEiT UINE..--. �_ s.L�..—._ _ -- -------- ------- -------- - - ---- t I m 'BF) BENCHMARKS 1. ELLi'AT1C AFE 5M SINN 6VTh]2T APPROK - FT. SE OF ALUYfNUN OISX LOCATED IN nTH ST. NE P5 SHOEN HER�OIJ. ELE ATOM: Na35O (NC z9) CALL BEFORE YOU OIO i �yl�l/ KnowIT war's below. '�`^i' Cal before you d1g. WW//r -7R/P AFWZA#C -SArAw KVLRKTRIP, [Trc_ P.O. BOX 2107 1825 OAK STREET LA CROS&E, WI W022107 PH. (808)781-8968 FAX (0008) 7811960 T)Carison McC Sin [ algnnlYn 6`3iag-ex�mmt =aw a� N„T �s y�ry acd9cotle rt ..Yt iXe bxo oF�ux svm ae n~fnr cma��— N `^ CD vA yry.s� M F C) V O cgQLU Q no U) ~ Q ULULu 0 W ZW � Z �z I ck w(0CrJ IL � o 0 LLI p LLI �:: co 0 m U Q =0 OA7E DESCRIPTION ©n Pe ih � x R walF loc, 5 E GRgP'HIG PP -UJ. 110 5692•CC Heer S 2 fA\ ==5 ° mrJ= 1 NC-SB'0M BY ' / 4=MTRA6TOR FOR �WiRIr1FiMa LO i., mo mnoFs. y, avQ� G f F —(r NC PROPOSED ---- MM 9N MP135 P- pi`s•}, r � � d GOMgtEIE PAVF]AEM 0 UNE _- .. ��1 c_� �♦ �T MNE - u-..... - f _�"-•` _ _ gu .F SNdTAiir J •e`o a-0 "' f - �,�_ r`-- urao � FRlaouro c..s err✓ -. un s.5` rvo orRczr°unn ¢Ec1wc - ! _ rtT p� a Tt e`� ` I uERLROtINB lF]FPIi�YE ., s �• _�... V M1 r" :. :.-_- ; • +' +., i� I `t uwwcw unury .... f�a� � y?' �-'\ a rNFa.tR.n �BasN �, r1 - f .:�� , I �,� - - — `— • - � �(: 95.0 to°i:rLLa Ne5.E9 s -F r 1 '.rs\• �, 1' NiDPNIT b FlEJ(MAT PLLNCE + / kL BBAa �`m Y✓ti �, / • i- .� 1+ , 1 l! 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ArW-AfAfr 7�P/P . - Ts, Arw-,fAff —S,r>*p I wm=� KWIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSS£. UN 54602-2107 PH. (608)781-8988 FAX (6088) 751-8960 �CANIson J McCcdn rm - 3.N T 0 Fax- G3N84 9� ree n a rvm� ysmro or mrM.<o,� �o.� W fl_ Oll0�� U O < V! m Q 0 W Co r- Mom I�Q UwW M Lu u z O LU M S-2 025 �' _ W F oLu o O � d (D L) �y ❑ U<o a9 b lTE aP�scRIATSx, � -tinPa, Ci[y wmmanF< per.. 45l141t5 Rwrrc w,hc. DRAWN BY JrR SCALE GRAPFdC FROJ. NO. G+✓52-00 DATE X11500 -2B ffE� SP3 5" WHITE VINYL ADDRESS LETTERS ON GLASS DOOR AS SHOWN ABOVE STORE ELEVATION (VERIFY ACTUAL NUMBERS) SCALE', 118^ = T-0" STORE ELEVATION SCALE: 118"= 1'-0" 12'-3g" O hl 20.06 S.F. 24" HIGH LED LETTERS LOGO DETAIL - SIGN #01 SCALE: 1i2" = 1'-0" 11.40 S.F- 18" HIGH LED LETTERS LOGO DETAIL - SIGN #02 SCALE: 112" = 1'-0" AFWZAP- grMFAM KWIKTRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSS E, VVI 546L2 2107 PH. (608) 781-6988 FAX (608) 761-8960 (L!J V Q N �rzn V T Lu ul -17 l..L I..L Co ' U) Vo r0 / rr- Lu() ' * V !<, V V C' 1 z z} d LLJ LL! � Z: zm LLIW 3 r > �o z z�� o o 5'o o s U ATE —G—!P-lo1J OT 2016-L-4 2I REVI3iaNm z� 2n1s-0s:,e ary-s�oN n� 2DIE- SOi REViS ON 43 2AE412 P,EVIS.ON N-0 Dr %%N ev D -R. S(GALt MJ'_ -IPL- arxo.r. N o�ci DATE 2015-09-22 SHEET C s i EXIT: 12" TALL X 36" LONG DESERT SAND (TAN) LETTERS ENTER ELEVATION SCALE: 3132" = 7'-0" ENTER. 12" TALL X 48" LONG DESERT SAND (TAN) LETTERS EXIT ELEVATION SCALE: 3132" = 1'-0" SIDE ELEVATION SCALE: 3/32" = 1'-0" SIDE ELEVATION SCALE: 3132" = 1'-0" Arw'zAr KWIKTRIP, Inc. P.O. BOX 21 07 1628 OAK STREET LA CROSSE. WI 546C22107 PH PH. (606)791,8988 FAX (608) 781-8960 N r W Q Z W Q CJD U ULWIJ � = � 2 U) m o LU m U U = o GATE �ESGRIPTIdN mQ 201Sm-27 REVIGI0.481 2 iRC-VISI—&2 0 2015-05-0i REVISIU.V A3 21115-05A? RE V IS IOi I fK DRAWN HY 3. 3ERG 3G LE h'LI LTIPLE -- VO- X001 LATE 2"lt-cr-u SHEET !maM 120'-0" W HIGH VINYL STRIPE CANOPY ELEVATION SCALE: 3132" - V-0" 0CA2 40'-0" HIGH VINYL STRIPE 8" HIGH VINYL STRIPE o CANOPY ELEVATION SCALE, 3132" = 1'-0" 2L —_&—a WVM -7=IfMlJW 20.06 S.F. 24" HIGH LED LETTERS LOGO DETAIL - SIGNS #03 & #04 SCALE 112"=1'-0" 03 CAI W1K�R/P � o I, 12'_3g"' 1L Arw'zjr 7mw,fjov linwzAfr �f� KVVIK TRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE, Wf 54607-2107 PH. (60B)7B7-89BB FAX (808) 781-8950 N CD 4k �' U) O W QCn UJ U C7 o Z > 13- LU T- Z-, O a Z F O U ~ CUL S GATE 6ESCRIPTION 30t. w4-27 RE V�510:1 �t 2015-05-06 RE Vi S!ON 'd2 �015i15-Q7 REVI6'ON i!3 � E" 2015-05-12 P.EVIS ON il� CR✓�Wly BV 6.6 -RG sO c Id ULTIaLE Fa O.I un. aoo- MATE 2DI5 M 2i SHEET C A l 120'-0" 1 8" HIGH VINYL STRIPE CANOPY ELEVATION SCALE: 3132" = 7'-0" n0'-0" CANOPY ELEVATION SCALE: 3132" - 1'-0" Z �wiwr 7mwzjp Arwwr �f*A? KWIK TRIP, Inc. P. O- BOX 21 07 1626 OAK STREET LA CROSSE, WI 54602-2107 PH. (008)781-8988 FAX (608)731-89^00 c� r Wco O< LU Q Co = z wd M C7 U v z � _ ¢ u� w Q m 8 z Z n- w r 3 O Z Z LLI G7 U E)�_ = o C DATE D—RIP7I61 2015-04-27 RE'i ISIO:l'F1 201—b REV —N 7015-0.S�T REV"SION A3 2015-05-52 REMS'ON irG. E.R. EY B. BER. SCALL MULTI -E SATE �n1tl D9 e1 all --E7 C A 2 _ 8" HIGH VINYL STRIPE - ENTER� I CANOPY ELEVATION SCALE: 3/32" = 1'-D" 24'-D" 8" HIGH VINYL STRIPE i JJ v 1 CANOPY ELEVATION SCALE: 313Z'= 1'-0" 8'-1 " 11 6 AL 12.29 S.F. 24" HIGH LED LETTERS LOGO DETAIL - SIGN #09 SCALE: 112" = 1'-D" 5,-p„ In�lll �� C 3 1UJ54 FLLU;oD Q1EIF co DEF DETAIL - SIGN #11 SCALE: 112" = 1'-D" mm C1V m INTERNALLY LIT SIGN CABINET FOR CNG CNG DETAIL - SIGN #12 SCALE: 1/2" - T -D" Arw,zjr 7mwmp ,RW,Ao,ror S;F-*Op KVVIK TRIP, Inc. P.O. BOX 21 D7 1626 OAK STREET LACROSSE, WI 54602-2107 PH_ (808)781-8988 FAX (508) 7LI I:ZE D N � t= ® Q ui Q co UJ Z C, U V _ Z y.- �c a_ LU r Q> = o �' LiJ 0 U7 00� =fl tl C14TE ❑ESCRI�IOTI . 2�1E-N 27 R- ISIONM' 2C 15 z--- s i�--N- A 2o!5 a5 ' , YiSJNY3 2015-05-12 RFYI-N�-0 oRAV114 6Y 3 i3EKG SCALE WLTI--LE VIF[U_ ri CdOi PATE 2-4-22 SHEET C A '7. HIGH VINYL STRIPE CANOPY ELEVATION SCALE: 3132" = V-0" 24'-0" CANOPY ELEVATION SCALE: 3132" = 1'-0" : i VAF' 7APW,fAoo Jwiwr KWIKTRIP, Inc. P.O. BOX 2107 1626 OAK STREET LA CROSSE., -1 54602-2107 PH. {608) 781-8988 FAK(608)781-8960 N Ci] = V) LU o� Uv Z 4 fl >-Z m U IZ W r a� to U O 0 = 0 LATE PS C4IPTICN 201504-2]REVla'I[]N �1 ® 2015-05-05 REV'21CN 2 2015-05-o'REyrstmm 43 (� 201E -0S-12 REVOICN# bFZAWNN/ E. BERG SIA -E N-LTIPLE 0.4 "0151,=22 911EET C 1\ .rT Your Chong TOUCH FREE OR SOFT TOUCH!!� NOWLIT INFORMATIONAL SIGN RED VINYL ON WHITE ALUMINUM 1'-0"H X 10'-0"W = 10,0 SQ FT INFORMATIONAL SIGN #08 SCALE_ 112" = 1'-0" FRONT SIDE (WEST) DIESELI AUTO & CNG GAS *m *m NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM 1'-6"H X T -0"W X 4'-6"T= 4.50 SQ FT DIRECTIONAL SIGN #14 SCALE: 314" = 1'-0" DIRECTIONAL SIGN #13 SCALE: 314"= 1'-0" DIRECTIONAL SIGN #15 SCALE: 3i4"= 1'-0" ACCESS AUTO & CNG TO CARWASH <OfU) Im NON -LIT DIRECTIONAL SIGN WHITE VINYL ON RED ALUMINUM 1 °-0"H X 4'-O"W = 4.0 SQ FT FRONT SIDE (SOUTH) DIESEL AUTO & CNG GAS NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM 1'-6"H X 3'-0"W X 4'-6"T= 4.50 SQ FT Arw'zAr 7MWAOW KWIK TRIP, Ina P_O. BOX 2107 1626 OAK STREET LACROSSE, WI 5460.2-2107 PH. (608) 781-8388 FAX (606) 781-6960 Lu <OfU) Q U< Z 0F- Z m U LLI 5 E0 uj Z 0 w 8 F- =o Y DATE DESCRIPTIO 2015-092! REVIS. CI�.I'1 ?G15-OSCS RrVISIO 42 2015 -OS -0T REVISION 43 215-D5=12 REVISION 44 DR_W44ov LEFR6 -L MVL IPLE PRO., PFO, coc- D47E TO'�4-2a SHFF- DS1 DOUBLE SIDED DIRECTIONAL SIGN WEST SIDE EAST SIDE ENTER NOT AN ONLYEXIT NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM 1'-6"H X 3'-0"W X 4'-6"T= 4.50 SO FT DIRECTIONAL SIGN 416 SCALE. 314"= 1'-0" DOUBLE SIDED DIRECTIONAL SIGN SOUTH SIDE NORTH SIDE DIRECTIONAL SIGN #18 SCALE: 314" = 1'-0" THANK YOU! NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM l' -6"H X T -0"W X 4'-6"T= 4.50 SO FT DOUBLE SIDED DIRECTIONAL SIGN WEST SIDE EAST SIDE ENTER O N LY DIRECTIONAL SIGN #17 SCALE: 3J4" = 9'-0" NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM 1'-6"H X 3'-O"W X 4'-6"T= 4.50 SO FT DOUBLE SIDED DIRECTIONAL SIGN SOUTH SIDE NORTH SIDE EXIT ONLY DIRECTIONAL SIGN #19 SCALE, 314" = 1'-0" EXIT NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM T -6"H X 3'-O"W X 4'-6"T= 4.50 SO FT P4wiwr grmw,fAcp KVVIKTRIP, ine. P.O. box 210/ 152E OAK STREET LA CROSSE, WI 54602-2107 PH. (608;781-8988 FAX (60U', 781-8960 N ui T ry/'r�^/� (V LU = v/ Lu Q M -� Q U U 0 O zm I— V LLI r Z w Q C) _ 0 C7ATE L]ES �'RIPT.ON 2G15 -D92 -REVISION �: 2C�5-0E-0o REV1910=`I i2 20"G -0S-0] REVISION 6'3 2U!5�'Jn 1' rtEV.SION V+ BRAWN RY e. HErC 5'AL= MULTIPLE PRw NO. ]D01 01 ': E -1-412 SHEET DS2 DOUBLE SIDED DIRECTIONAL SIGN EAST SIDE DIESEL AUTO & CNG I GAS Cfl DIRECTIONAL SIGN 420 SCALE: 314" = 1'-0" WEST SIDE NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM T -611H X 3'-C"W X 4'-6"T= 4.50 SO FT #22 KWIK TRIP FREESTANDING HIGH RISE SIGN SEE ATTACHMENT FROM LACROSSE SIGN CO DOUBLE SIDED DIRECTIONAL SIGN WEST SIDE NORTH SIDE CAR AUTO WASH GAS EXIT DIRECTIONAL SIGN #22 SCALE: 314" = 1'-0" NON -LIT DIRECTIONAL SIGN RED & BLACK VINYL ON LIGHT BEIGE ALUMINUM V -6"H X 3'-0"W X 4'-6"T= 4.50 SO FT #23 CAT SCALE SIGN SEE ATTACHMENT FROM CAT WzAr 3rs�v KWIK TRIP. Inc. P.o aOX2107 1626 OAK $TRE ET LA CROSSE, W] 54602-2107 PH. (608; 781-8988 FAX (6W, 761-8560 CV Cfl W M 0. U) U) J U U Q Z Z wm U > o !LI Z LLI 0 0 =o DATE D�SGR�gT,ON �AA_ ?C'S-YI [Z �EVISIt;N tl 2115tlsf15 RFVIS Ipu ;n 20150` -UT REVISICN ,rvw 241 v�5-12 REVISION d4 6RANJN E'Y R RFC SCA'_- MILT PL-_ 1'ROJ VO. 002' DA -E 2615-:1-0-2[ 5HEET DS3 HIGH RISE #162 OTSEGO, MN FRONT VIEW SIDE VIEW . 20' . • 100 sq, ft. I.D. Panel area • 48" Pricers -KwIK7R/P 51.33 sq. R each 102.66 Total Pricer Area • 32 sq. ft. Scale Illuminated Sign zc 9' 4" • 8'0"x 8'0" Cabinet 16" Pricers 64 sq. ft. TOTAL SQ FT: 298.66 Approved by: Date: Landlord: AW/KTR/P Drawing by: Danielle Waas Job Name: Kwik Trip LACROSSE SIGN CO. Sign Type: High Rise Job Address: Ake TM t j�Tl Date Created: 4/22/2015 Otsego, MN 55330 ��1 f , Last Modified: 5/5/2015 Salesperson: Cindy Bluske 1450 Oak Forest Drive • Onalaska, WI 54650 • 608-781-1450 Scale: 1/8" = 1' Job Number: 84746 2242 Mustang Way " Madison, WI 53718 " 608-222-5353 2502 Melby Street • Eau Claire, WI 54703 " 715-835-6189 • • ' 0 Black 0 E Black This artwork is copyrighted and may not be otherwise used without permission. ©■ © ■ Itis the property of La Crosse Sign Co., inc., and must be returned to them. _ ©� 0" Date: Revision Number: Job File Location: S.\Kwik Trip\O\Otsego, MN #162 Design\162 Art 84746 High Rise Option 3 O 0 Black ON ON N CERTIFIED PAT SCALES ENTER 0 CERTIFIED It WSCALES DO NOT ENTER N 0 0 Back View Of Sign 8" X 8" X 1/4" Square Steel Tube With A 1 1/4" X 24" X24" Base Plate Along With A 1/2" X 8" X 8" Top Match Plate And 1/2" X 4 1/2" X 6" Gussets 3'-0 %z" r� �xsrxuenoxs OO1,NOT SLIOE AXLES ON SCALE N SQUARE FOOTAGE OF FACE AREA: 3.8 5Q. FT 0 33 5Q, FT. TOTAL 5QUAfRE FOOTAGE: 36.8 5Q. FT NAME: CAT SCALE -4'-1 W x S' -Ox - OTSEGO, MN SCALE 3�8" = 1' � DESIGNEx: CRN THIS ISA CONCEPTUALDRAWIN. SKETCH *: 0515-19104-01 CAT49_5x% NEvi--- FINAL PRODUCT ISPROPERTY THIS ARTWORK IS PROPERTY OF EAGLE CO. \ EAGLES/GNCO. APPROVAL: X DATE:X AND MAY NOT GEREPRODUCE�