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ITEM 3.1ITEM 3_7 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPG'_EDPlanningCo.com ►ITfP►LC7 »I911M TO: Otsego Planning Commission FROM: Daniel Licht, AICP DATE: 14 January 2015 ACTION DATE: 21 February 2016 RE: Otsego — P&F Machine; PUD Development Stage Plan/CUP TPC FILE: 101.02 BACKGROUND P&F Properties, Inc. has submitted plans for development of a 54,400 square foot manufacturing use on Lot 1, Block 1, Great River Centre 4th Addition. The lot is owned by the City of Otsego and the developer has entered into a purchase agreement to acquire the subject site. The proposed development requires consideration of an application for a PUD Development Stage Plan and conditional use permit for a manufacturing use within the Great River Centre PUD District approved on 13 March 2006. A public hearing to consider the application has been noticed for the Planning Commission meeting on Tuesday, 19 January 2016 at 7:OOPM. Exhibits: A. Site Location B. Building Elevations (2 sheets) C. Existing Conditions D. Site Plan E. Landscape Plan (2 sheets) F. Grading Plan (4 sheets) G. Utility Plan H. Details ANALYSIS Zoning. The subject site is zoned PUD, Planned Unit Development District with uses as allowed in accordance with the B -C, Business Campus District. The proposed manufacturing use is allowed in the B -C District as a conditional use subject to compliance with the general performance standards established in Section 16 of the Zoning Ordinance and a specific prohibition of any outdoor storage. Consideration of the PUD Development Stage Plan and CUP is subject to (but not limited to) the criteria outlined by Section 20-3-2.F and 20-4-2.F of the Zoning Ordinance: 1. The proposed action's consistency with the specific policies and provisions of the Otsego Comprehensive Plan. Comment: The Comprehensive Plan guides the subject site for commercial land uses as part of the Great River Centre of Otsego development. The PUD Development Stage Plan for Great River Center designates the subject site for business -warehousing uses. The 2012 Comprehensive Plan includes a goal to provide for a cohesive land use pattern that ensures compatibility and functional relationships among activities. Based on this goal and the policy to accomplish transitions between different land uses either at mid - block points, so that similar uses front on the some street, or at borders of areas separated by physical barriers, the planned business warehouse development of the subject site is consistent with the Comprehensive Plan. 2. The proposed use's compatibility with present and future land uses of the area. Comment: The subject site is adjacent to the following existing and planned land uses shown in the table below. Development of the subject site with business warehousing uses will be consistent with the character of existing uses and provide for a transition between existing and future retail/service areas to the north and south. Direction Land Use Plan Zoning Map Existing Use North Commercial PUD District Med. Office West Commercial B -W District A-1 District Mini -storage Undeveloped South Business -warehouse Commercial PUD District A-1 District Undeveloped East NA NA TH 101 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 development will comply with all applicable requirements of the Zoning Ordinance and Subdivision Ordinance, including the performance 2 standards of the PUD District and underlying 8-C District, except as may be specifically modified by approval of the PUD Development Stage Plan. 4. Traffic generation of the proposed use in relation to capabilities of streets serving the property. Comment: The subject site will be accessed by extension of Quaday Avenue south of 85th Street. Quaday Avenue is designated on the Transportation Plan as a commercial/industrial minor collector street, which will provide for disbursement of traffic within the planned commercial area with four accesses to CSAH 42. The capacity of this roadway was considered as part of the TH1011CSAH 39 AUAR. QuadayAvenue is adequate to serve the traffic generated by the proposed use of the subject site. 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 located within the East Sewer District where the City anticipates provision of urban services, including sanitary sewer and water utilities, with existing capacities to serve the proposed use. Building. The proposed 54,400 square foot building is to be constructed with precast panels. The primary face of the building is at the northwest corner with a prominent section having two stories of windows at the building entrance and windows extending along the north and west elevations of the building corresponding to the location of the office space within the building, creating an attractive appearance when viewed from the commercial area to the north. The loading area on the east elevation is covered by a metal roof and partial side panels for screening purposes. A color rendering provided by the developer indicates a primary dark brown color with lighter brown accents along the building and at the entrance feature. Section 20-17-4.D of the Zoning Ordinance was amended to match the exterior building material requirements for business -warehouse uses to those established by the PUD District Design Guidelines for Great River Centre. For uses subject to the requirements of the B -C District such as the subject site, any elevation of the principal building facing a public right-of- way, the exterior building finish shall be composed of at least sixty-five (65) percent brick, stone and/or class materials and/or integral color architecturally precast concrete panels with a form liner, tooled, natural stone veneer, brick face and/or cast stone type finish, and not more than thirty-five (35) percent EIFS or other precast panel material. Elevations not facing a public right-of-way may utilize any type of textured precast panel. The submitted plans do not include the specifications for the precast panels proposed for the principal building, which must be identified and must comply with Section 20-17-4.D.2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 3 The submitted plans indicate that the majority of the proposed building will be 30 feet measured from grade to the top of the wall. The section at the primary entrance at the northwest corner of the building is 33.5 feet in height. The Great River Centre PUD District established height allowances for the subject site at 28 feet intended to preserve visibility from TH 101 into the commercial portions of Great River Centre to the north. Section 20-17-3.B.9 for the Zoning Ordinance allows height increases of up to three feet for parapet walls above the applicable height limit established by the Zoning Ordinance, which allows for the 30 foot height limit of the majority of the building. The 33.5 foot height of the building entrance section is appropriate to add visual interest and significance to the primary entrance of the building and is limited horizontally so as not to interfere with the visibility of Great River Centre from TH 101. As such, we recommend allowing the additional building height as proposed as part of the PUD Development Stage Plan. The developer will need to provide additional detail regarding the location of roof top equipment, which must be screened or located so as not to be visible from Quaday Avenue in accordance with Section 20-16-7.E of the Zoning Ordinance. Landscaping. The developer submitted a landscape plan for the subject site indicating plantings at the north and west lot lines and at the foundation of the building on the north, west and south elevations. The submitted landscape plan indicates that in -ground irrigation is provided to all turf grass areas, planting beds and the boulevard as required by Section 5-7- 3.B.4.b of the City Code. We recommend the landscape plan be revised to: ■ Extend the boulevard landscaping to the south lot line. ■ Plant trees along the south property line consistent with the treatment along the north property line. Lot Requirements. The lots within the Great River Centre 4th Addition are subject to the following requirements: Min. Lot Area Min. Lot Width Max. Bldg. Cover Max. Lot Cover Setbacks Principal Building Parking Quaday Ave. Side TH 101 Quaday Side Ave. TH 101 Required None None 30% 70% 30ft. 10ft. 10ft. 15ft. 5ft. 10ft. Proposed 6.17ac. 110ft. 30% 71% 80ft. 95ft 165ft. 25ft. 20ft 20ft. The lot coverage and impervious surfaces on the subject site are at (or just above) the limits established by the preliminary plat approval. Flexibility to allow the proposed lot coverage and additional building coverage with the planned expansion can be allowed as part of the PUD Development Stage Plan for the subject site based on the additional greenspace provided for the development by the regional storm water pond within Outlot K, Great River Centre to the southeast. All other lot requirements applicable to the subject site are complied with. Access. The subject site is to be accessed from Quaday Avenue, which the City will construct as a public improvement project south of 85th Street. The subject site will have two driveways to M Quaday Avenue to allow for separation of passenger vehicle and semi-tractor/trailer traffic. The north driveway is setback 200 feet from the 85th Street and Quaday Avenue appropriate for location of a driveway onto a commercial collector street. The second driveway is 100 feet to the south, with a driveway parallel to the south side of the building to access the loading area on the east elevation. The site plan indicates that the south driveway may be relocated in the future to accommodate a future building expansion. In order to avoid having to remove curb and portions of Quaday Avenue, City staff recommends that the south access be constructed initially at the southern -most location and the drive aisles revised accordingly. Section 20-21- 4.H.7.b of the Zoning Ordinance allows commercial driveway widths to be 24 feet wide unless approved by the City Engineer for circulation purposes. The north driveway is 26 feet wide and the south driveway is 40 feet wide. City staff recommends that the north driveway be revised to be 24 feet wide, but that the south driveway width as proposed is necessary for adequate access to the parking and drive aisles. Off -Street Parking. The table below illustrates the calculation of required parking for the proposed building in accordance with Section 20-21-9 of the Zoning Ordinance: Use Requirement Gross Area Required Stalls Office 3 stalls + 1 stall/200sf. (net) 11,000sf. 53 Manufacturing 1 stall/7,500sf. (net) 43,400sf. 6 Total 59 The site plan provides for 87 off-street parking stalls, which complies with the number required by the Zoning Ordinance. Section 20-21-4.H of the Zoning Ordinance requires off-street parking stalls to be a minimum of 9 feet x 18 feet accessed by a minimum 24 foot wide drive aisles and the site plan complies with these dimensions. The parking stalls and driveways are required to be surfaced with asphalt and surrounded by perimeter concrete curb, as indicated on the submitted plans. The specifications for the asphalt surface and concrete curb are subject to review and approval of the City Engineer. Grading Plan. The subject site is within the 100 -year floodplain requiring that the building be elevated above the regulatory flood elevation. Parking areas and drive aisles are allowed to be three feet below the regulatory flood elevation. All storm water drainage from the subject site is to be directed to the regional storm water basis at the southeast corner of Outlot A, Great River Centre 4th Addition. The developer also must apply to FEMA for a Letter of Map Revision (LOMR) to formally remove the subject site from the 100 -year floodplain. The developer has submitted a preliminary grading plan and storm water calculations in coordination with the City Engineer for construction of Quaday Avenue for the subject site. Storm water management includes construction of a storm water basin and outlet to the regional storm water pond to the southeast of the subject site across Lots 2 and 3, Block 1 Great River Center 4th Addition (currently final platted as Outlot A). The developer will need to prepare a drainage and utility easement to be recorded over storm water facilities within Outlot A. All grading, drainage and erosion control issues and easements are subject to review and approval of the City Engineer. E Utility Plan. The proposed development is to be served by municipal sanitary sewer and water utilities being extended to Great River Centre 4th Addition as part of the Quaday Avenue project undertaken by the City. The developer has submitted a utility plan for the subject site in coordination with the City Engineer and plans for construction of Quaday Avenue. The utility plan should be revised to relocate the storm sewer to the south and outside of the area planned for expansion of the building, along with the drive aisles as noted above. All utility issues are subject to review and approval of the City Engineer. The purchase agreement for the subject site and approval of the Great River Centre 4th Addition final plat deferred payment of $34,141.70 for water availability charges and $48,912.68 for sewer availability charges to be paid by the developer. The developer is also responsible for payment of utility connection charges for the proposed principal building, which is calculated in accordance with Chapter 6, Section 1 of the City Code using the Metropolitan Council Environmental Services SAC schedule and paid at the time a building permit is issued in accordance with the 2016 fee schedule. Exterior Lighting. The submitted plans do not identify provision of exterior lighting, except for wall pack lighting mounted on the building, which is subject to Section 20-16-10 of the Zoning Ordinance. All lighting fixtures must have a 90 degree horizontal cut off and may not be mounted higher than 25 feet. A photometric lighting plan must be prepared that details the location of all exterior light fixtures, the height of the fixtures and the illumination pattern of all exterior fixtures. The photometric lighting plan is subject to review and approval of the Zoning Administrator. Signs. The submitted plans do not include information regarding proposed wall or freestanding signs for the subject site. Wall signs are to be allowed on all four exterior walls of the principal building and are subject to the provisions of Section 20-37-5.0 and 20-37-6.F of the Zoning Ordinance for commercial uses within the Freeway Corridor District adjacent to TH 101. A sign permit subject to review and approval of the Zoning Administrator is required prior to installation of any signs upon the subject site. Trash. Section 20-16-15.13 of the Zoning Ordinance requires that trash containers be maintained within the principal building or, if stored outdoors an enclosure constructed of materials consistent with that of the principal building be provided. The submitted plans do not identify a location either within the building or for an exterior enclosure. Construction of an exterior trash enclosure will be subject to review of the Zoning Administrator. Development Agreement. Section 20-36-7.0 of the Zoning Ordinance requires the developer to enter into an agreement with the City regarding approval of the PUD Development Stage Plan (and CUP), which will include payment of fees and provision of securities to ensure completion of the project. The development agreement will be drafted by the City Attorney and is subject to approval of the City Council. CJ RECOMMENDATION The proposed development is consistent with land uses guided by the Comprehensive Plan and allowed by the PUD District and complies with applicable performance standards. Our office recommends approval of the application as outlined below. POSSIBLE MOTIONS A. Motion to approve a PUD Development Stage Plan and Conditional Use Permit for P&F Machine on Lot 1, Block 1 Great River Centre of Otsego 4th Addition subject to the following stipulations: The exterior materials for the principal building must be identified and must comply with Section 20-17-4.D.2 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 2. Roof top mechanical equipment must be screened or located so as not to be visible from Quaday Avenue in accordance with Section 20-16-7.E of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. The landscape plan shall be revised as follows and is subject to review and approval of City staff: a. Extend the boulevard landscaping to the south lot line. b. Plant trees along the south property line consistent with the treatment along the north property line. 4. The north driveway to Quaday Avenue shall be revised to be 24 feet wide and the south driveway revised to access Quaday Avenue at the southern -most location as shown on the submitted plan to allow for possible future expansion of the principal building, subject to review and approval of the City Engineer. 5. The specifications for the asphalt parking stalls and driveways and perimeter concrete curb shall be subject to review and approval of the City Engineer. 6. All grading, drainage and erosion control issues and flood plain issues are subject to review and approval of the City Engineer. The developer shall prepare a drainage and utility easement to be recorded over proposed storm water management facilities within Outlot A, subject to review and approval of the City Engineer 7 7. All utility issues are subject to review and approval of the City Engineer. 8. The developer shall pay $34,141.70 for water availability charges and $48,912.68 for sewer availability charges due for Lot 1, Block 1 Great River Centre of Otsego 4th Addition, plus utility connection charges applicable to the proposed building in accordance with Chapter 6, Section 1 of the City Code. 9. A photometric lighting plan shall be prepared that details the location of all exterior light fixtures, the height of the fixtures, and the illumination pattern of all exterior fixtures, subject to review and approval of the Zoning Administrator. 10. Wall signs shall be allowed on all four exterior elevations; a sign permit subject compliance with Section 37 of the Zoning Ordinance and approval of the Zoning Administrator is required prior to installation of any signs upon the subject site. 11. Trash containers shall be stored within the principal building or, if stored outdoors, shall be kept within an enclosure in compliance with Section 20-16- 15.13 of the Zoning Ordinance, subject to review and approval of the Zoning Administrator. 12. The developer shall execute a development agreement with the City, 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 not consistent with the Comprehensive Plan and PUD District for Great River Centre. C. Motion to table. Lori Johnson, City Administrator Tami Loff, City Clerk Ron Wagner, City Engineer Andy MacArthur, City Attorney Dan Pawlak, P&F Properties, Inc. Annie Deckert, Decklan Group Chad Weeks, Arrow Companies Todd McClouth, Loucks WEST ELEVATION NORTH ELEVATION EAST ELEVATION SOUTH ELEVATION Rosa Architectural Group Inc. 1084 Ster" Street St PaIA "mewta 55119 tet 651-739-7988 tax 651-739-3185 NEW BUILDING FOR P&F MACHINING OTSEGO, MN I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION. OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TWO I AM A DULY LM4SEN PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA. aF. — NP. — I HEREBY CERTIFY THAT THIS PLAN. SPECIFICATION, OR REPORT WAS PREPARED BY NE OR UNDER MY DIRECT SUPOMSION AND THAT I AM A DULY UCENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA PROJECT NUMBER: 21533 DATE: DECEMBER 21 2015 DRAWN BY: KF CHECKED BY: RR REVISIONS: caom EXTEFM ELEVATIONS A2.2 ® COPYRIGHT 2015 ROSA ARCHITECTURAL GROUP U)E5T ELEVATION NORTH ELEVATION A" (/1611 = II -0N WALL PANEL n EAST ELEVATION 1/1611 = r-011 WALL PANEL SOUTH ELEVATION az 1/IES° = v -0N Rosa Architectural Group Inc. 1084 Sterling Street St. Paul, Minnesota 55119 tel: 651-739-7988 fax. 651-739-3165 NEW BUILDING FOR P&F MACHINING OTSEGO, MN I HEREBY CERTIFY THAT THIS U PN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPOMION AND THAT I AM A DULY LICENSED PROFESSIONAL UNDER THE LAWS OF THE STATE OF MINNESOTA PRIM N— G M PFG. N0. I HEREBY COMFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERMSION AND THAT I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA NdNT NAVE: RGNED: M s. REO. N0. PROJECT NUMBER: 21533 DATE: DECEMBER 21 2015 DRAWN BY: KF CHECKED BY: RR REVISIONS: EXTERIOR ELEVATIONS m COPYRIGHT 2015 ROSA ARCHITECTURAL GROUP STATE HIGHWAY N0. 101 .N030928"W A - - - —� - J - - o --- - 455 40 ^ ^ - _361 -so t7.or - - 26430 -int I I - - - L - 1I '�I �L F- - I ; I I i _- ---- (- - E.'ating �E ainage &Utility f f T I - ` ---Easement per let of GREAT RIVER-� I I i -F �' 'TI r A I CENTRE -OF OT` EGO THIRD ADDITION Ia< 11 8-239-00011 0\ II 1 15- I� I I I w N.o _ I / q 'J 0 c a Appelo Group LLC p1 Pv Zoned: PUD District T I J I I 101N ood r I wlo r II ,I r 1 it i ---- --_ od � I �_ I I I I I ' ° ---- ''-i�f7�/��\•'l _�<" 1\ /�-[\ I V I I \L_ I 5-�I (L fir_ \j ✓L_\7Tu ; 1 1 2 11 , _ nSl I aol I 1 ,n\ N00.47'!0O'r IN II II 148,148 34Sq.Ft ..40Acra--ifX7 43 z TI ag o ------- ----n ° i JER 1f8-26610 1010 1 1 I 268,778 Sq.Ft. I I 1Existing Drainage & Utluty ,,TCO Otsego Pr *ty Co LLC 1 l T 6.17 Acres I I I I Easementper plat of GREAT R-�� I I O Zoned: PUPistrlCt I 1\ _ /,I CENTRE OF OiSEGO THIRD ADDITION , S o. !02 o I 5-y , I _ Thr a I 3 -- $ iI _ , -_ « « - = I _I I I I • ` 105,373 Sq.Ft. 1 1 242 Acres al w\, - - = I ; pd LO` i�00 f ARROW ■■ LoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, 5 t 300 Maple Grove MN 55369 763 424 5505 www I—ka r-ro v\ m'$ 11 ____ -------------------------------J ---------- 2&i'µ -----------J L-------------- 32&22---------------� 273.72 I / ie tb� � 9W 110"Fill N= Qj �� "U'W 4 i / atae e. MN'% 853B P� esEl e rundar 'Y '.� .� �� d i�� L/1R�•N _ _ S00'31'58'W _ e•--- 5- ' C 20383 m QUADAY AVE. NE r�nlTl/\n I $I ' N8928'02'W I I V I _ \!!, 27.00 y� - t:. -- rC1J_ �\ & -------L---------------- ----- --- \ -- T s=�----.------ v- $I Lou, Prol�L No. r 75423 '��y Sp. 'ri •S%•!O '$e -.__-- _--- _ 1--------------------------------------.--------�.----J ProJec[Lead TWM _.UI I vW IX$ p I '' `' `- - _ ' ' 984.81 , Drawn By w p $00'31'58"W , , Checked By TWM •/ X �' Ia1 �� G(fl �lUr-,I swrrvr .wrrc� =c ® �•.. �� JrcY� ON _ m Ravi -Date 0113-15 Existing Drainage & Utility — — Easement per plat of GREAT RIVER . -5.5 r------- - =--- CENTRE OF OTSEGO THIRD ADDITION .,m..r - _-------- .. N i ` 1T1116t t e �� - A ' I Ct i„ . ,. ,EXISTING CONDITIONS, • � Y BENCHMARKS MNDOT DISK AT BE CORNER OF BRIDGE OVER HWY 10 ON HWY 169/101, Elevation = 888.08 feet (NGVD29). CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 ��IIIV TOLL FREE: 1-500-252-1166 WARNING' THE CONTRACTOR SHALL BE 'RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. C2-7 ............................................LAN SITE PLAN .,,,, GRADING PLAN C3............................... -?.........................SWPP .SWPP DETAILS C3-4 !;�qA ............ SWOT DETAILS C4-1 ........................ UTILITY PLAN C8-1 ............... ........DETAILS SHEET Li -1 LANDSCAPE PLAN ,,,_,,,,, 0 50 100 1-3-2........... ,, ,LANDSCAPE DETAILS. IIII�I 4111 IZJ� I :::..........................- iql�� SCALE IN FEET �' I 1 � S L_.-• I I 'G - LIGHT DUTY 1, PAVEMENT -1 I:I CURB RAMP STATE HIGHWAY 101 v --v — -- ------------- 25-0 ----- I I I I I II I I I I I I I I I I t II I POSSIBLE FUTURE I I I I I OOFT. BUILDING I I { EXPANSION PROFILEI I I I I I I I I I I I I II II I III I I I I I I I I II II I II li I II I HEAVY DUTY II PAVEMENT I 2 JJ I I I � JJ II I I I I I I I I I FFE=864.0 ' H-J,�j 8612 CURB &PROPOSED BUILDINGGUTTERcTYra54,400 SF. 6'CONCRETEWALK LlYP.) DEPRESSED CURBRAMP B612CURB&_j _ ------------- (TV — GUTTER Mr.) — — 26:0. SITE PLAN GENERAL NOTES 1. ARWDENSTIY TOTAL SRFARPA=x6.1J URE PROPOSED IMPERVIOUS SURFACE AREA=±4.35 AG =705 % PROPOSES PERVIOUSSURFACEAREA.F-OR 1.2 AC. BUILDING SURFACE AREA=S4,J00 SQ.FT.OR 1.35 AC. PARKING STALLS = e] HANUIGP STALLS = 3TOTAL HC STALLS 2 ALL PAVING, CONCRETE CURB, GUFTERAND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WIRITHE PUN DETAILS AND THE REQUIREMENTS OFTHECRY. 3. THE FLY UEPARTMENTOF ENGINEERING AND BUILDING INSPECTIONS DEPT. AND THE CONSTRUCTION ENGINEER SHALL BE NOTIFIED AT LE -48 HOURS PRIOR TO ANY WORK. WITHIN THE STREET RIGHT OF WAY (SIDEWALK, STREET OR D -MAYS) 4. MINNESOTA STATE STATUTE REQUIRES NOTIFICATION PER 'GOPHER STATE ONE CALL' PRIOR TO COMMENCING ANY GRADING, EXCAVATION OR UNDERGROUND WORK 5. ADJACF STREETS.ALLEYS AND PARKING ARFASMUST E—vEPTTOKEEPTHEMFREEOETRACRED-11-OSEDIME— CONTRTCTOBMUSTMONITOR CONDITIONS AND SWEEPAS NEEDED OR WITHIN 24 HOURS OF NOTICE BY THE CRY. SWEEPING SHALL BE BY A MECHANICAL PICK-LIPTYPESWEEPEP 6. STALL STRIPING TO BE 4' WHITE PAINT. REFER TO DETAILS FOR HANDICAPPED STALL STRIPING. ALLSTRIPINGTOREEPID". 7. ALL CURB TERMINI TO HAVE A3 FOOT TAPER UNLESS OTHERWISE NOTED. B. ALL CURB DIMENSIONS SHCONARETOTHE FACE OFCORB UNLE55 OTHERWISENGTED. 9, BITUMINOUS IMPR£GNWTED FIBER BOARD TO BE PLACEDAT FULL DEPTH OF CONCRETEAOJACENT TO DUSTING STRUCTURES AND BEHIND CURB ADJACENT TO DRNEYVAYS AND SIDEWALKS. I I l II II I I 1 I III I I II li I'I I I I I I I I I II II I I I I II I II II FUTURE DRIVE W/ I I I 100FT. BUILDING j EXPANSION PROFILE I I -----�-- --J -------------------------- -------- -------------------------------- _ ; I SITE PLAN LEGEND I O CONCRETE PAVEMENT/SIDEWALK HEAVY DUTY PAVEMENT LIGHT DUTY PAVEMENT FUTURE QUADAY AVE. (BY CITY) ------- OUTLOT K —— I I I I I I 3 I I I I I I I I - -A.•aR � I I I 2 I ---------------------- I BENCHMARKS MNDOT DISK AT SE CORNER OF BRIDGE OVER HWY 10 ON HWY 169/101,. Elevation = 888.08 feet (pNGVD29). IIIIIZ�VI'� 0 50 ioo I 11'.n IIID SCALE IN FEET CALL BEFORE YOU DIG] Gopher State One Call IIr� TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6511154-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. F- ARROW 1 �■ LO IBJ' C NQS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 H -lock La e, Suite 300 M ple Grov , MN 55369 763.424.5505 W Ww.loecksi-- PROFESSIONAL SIGNATURE. wl aw. M.I�„a-PE Ll�yj 20383 Loucks Project No. 15423 Pr jea Lead TWM Drawn By Checked By TWM Review Date 01-13-15 C7-1 „ EXISTING CONDITIONS C2 1 SITE PLAN C371 GRADING PLAN C3-2 SWFT C3:3 ...... ........ ........SWPP DETAILS. C3-4 ....SWPP DETAILS. C4 -1 _U- MlUa,PLAN. C8-1 DETAILS SHEET L1-1 . . ........ .. ..... . ...LANDSCAPE PLAN L1-2 .............................................. LANDSCAPE DETAILS PL SCH- RATE. GENERAL NOTES SEED a sou MNDOT p35-131-COMMERUAL T1rRE3EED CONTRACTOR5HALL V151T SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECTSITE AND DECIDUOUS TREES I OTY COMMON NAME BDTANICALNAME CONT CAL REMARKS SGM 8 SIENNA GLEN MAPLE Acerfreemanll'Sienna Glen' B&B12-Cal Review Date RR 14 RENAISSANCE REFLECTION BIRCH 113etula papyri—'Renalssance Reflection I B&13 1 2"Cal CLUMP SKH 19 1 SKYLINE HONEYLOCUST I Gleditsia tnacsnthos'Skycole' IB&B 2"Ca1 LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISETHE DESIGN AND/OR EVERGREEN TREES QTY COMMON NAME BOTANICAL NAME CONT CAL REMARKS BS 3 BLACK HILLS SPRUCE Picea gleup'Densata' B & 0 FULL FORM AP 3 AUSTRIAN PINE Pinus nigra B & e FULL FORM ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID 50 THATTRENCHES DO NOT CUT THROUGH ORNAMENTALTREES OTY COMMON NAME BOTANICAL NAME COM CAL REMARKS OR 2 REJOICE CRABAPPLE Malus x'Rejzam' JB&B 1:6,Cal LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECTTO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC SHRUBS I CITY COMMON NAME BOTANICAL NAME ICONT SIZEATPLANTING IREMARKS GS 119 GOLDFLAME SPIREA Spires x bumalda'Goldfiame 5101 24'HGT ML 28 MISS KIM LILAC Syringa patula'Miss Kim' 5 gal 24" HGT CONIFEROUS SHRUBS OTY COMMON NAME BOTANICAL NAME COM SIZE AT PLANTING REMARKS MAJ 11 MANEY JUNIPER Juniperus chi? i5'ManeyT g.] 18"SPRD MJJ 135 1 MINT JULEP JUNIPER Juniperus-chinensis'Monlel 15 5gal 18'SPRO GRASSES IQTY COMMON NAME BOTANICAL NAME CONT SIZE AT PLANTING REMARKS FG 30 FEATHER REED GRASS Calamagros8s z acutiflors'Kad Foerster 1 gal PERENNIALS JQTY COMMON NAME BOTANICALNAME COM SIZE AT PLANTING REMARKS BAD 24 BAJA DAYLILY Hemerocallis "'j"1 gal SD 35 STELLA D' ORO DAYLILY Hemer—I is x'swla de Oro 1 gal GRAPHIC cOMMONNAME km RATE. GENERAL NOTES SEED a sou MNDOT p35-131-COMMERUAL T1rRE3EED CONTRACTOR5HALL V151T SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECTSITE AND 01/13/16 Loucks Project No. 15423 ?n lln BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF MNDOT C35-221-NATIVESHpRT PRAIRIE CRA55 4011n PER ACRE DDL Review Date PER ACRE WORK __ ____LP._ND$CAPE DETMILS VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISETHE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT, ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS,CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGETO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10'- 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID 50 THATTRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECTTO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANYCHANGEIN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. IIIIIZI�I 0 50 100 1 I ILII SCALE 1N FEET CALL BEFORE YOU DIG! Gopher State One Call IR®+ TWIN CITY AREA: 651-454-0 002 R � TOLL FREE: I-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL 11NDERGROUND. WIRES; CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. i■ LOUCK S PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.louckstnacom CADD nUA'LIFICATION ................................................... ................................................... PROFESSIONAL SIGNATURE Blas D.loken-LA C1 1 EXISTING CONDITIONS C2,1 SITE PLAN C3-.1 GRADING PLAN ..... .................. .... S. SWPP DETA.P C3-4 .............. .... .......SWPP DETAILS. C4-1 UTILITY PLAN CS -1 DETAILS SHEET ............................................ .... L1-1 LANDSCAPE PLAN ................................................. 1;1.2 .......... Tl1Ri5EED MNDOT p35-131-COMMERUAL T1rRE3EED 01/13/16 Loucks Project No. 15423 ?n TWM NATNE:GRA55 MIX MNDOT C35-221-NATIVESHpRT PRAIRIE CRA55 4011n PER ACRE IIIIIZI�I 0 50 100 1 I ILII SCALE 1N FEET CALL BEFORE YOU DIG! Gopher State One Call IR®+ TWIN CITY AREA: 651-454-0 002 R � TOLL FREE: I-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-4540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL 11NDERGROUND. WIRES; CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. i■ LOUCK S PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.louckstnacom CADD nUA'LIFICATION ................................................... ................................................... PROFESSIONAL SIGNATURE Blas D.loken-LA C1 1 EXISTING CONDITIONS C2,1 SITE PLAN C3-.1 GRADING PLAN ..... .................. .... S. SWPP DETA.P C3-4 .............. .... .......SWPP DETAILS. C4-1 UTILITY PLAN CS -1 DETAILS SHEET ............................................ .... L1-1 LANDSCAPE PLAN ................................................. 1;1.2 .......... 45591 01/13/16 Loucks Project No. 15423 Projett Lead TWM Drawn By DDL Checked By DDL Review Date 01/13/16 __ ____LP._ND$CAPE DETMILS REFER TO PLAN THE CONTRACTOR IS RESPONSIBLE FOR SHRUBS TO BE PLACED SO THAT 18" MIN. WITH OTHER CONTRACTORS WORKING ON. SITE. TOP OF CONTAINER SITS FLUSH NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADINGAND ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED WITH PROPOSED GRADE. HARDWOOD MULCH WITH NO WEED BARRIER. WHERE SOD[SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL PLANTING SOIL - SEE NOTES OR SPEC. BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, NRB, ETC. AND FIBER MAT WEED BARRIER. MULCH - 3" DEPTH - SEE NOTES OR SPEC \LANDSCAPE \ NOTED TO RECEIVE SOD: SEED SHALL BE INSTALLED AND MULCHED AS PER FABRIC -SEE NOTES OR SPEC. EDGING MATERIAL -SEE NOTES OR SPEC MNDOTSPECS. OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND EDGE VARIES - REFER TO PLAN SPREAD. GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SODSHALLBELAID LODSEN ROOTS OF ALL CONTA PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP SCARIFY BOTTOM AND SIDES OF MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON �- HOLE PRIORTOPLANTING _I MUST NOT BE IN CONTACT WITH TRUNK BUILDING WALL ('fYP) r1" SHRUB PLANTING DETAIL Ll A2 SCALE: 3/4•=I' -V VARIES MULCH -3"MIN. DEPTH -SEE NOTES OR SPECS. EDGER -SEE NOTES OR SPECS, EDGE VARIES -SEE PLAN 12" DEPTH (MIN). LOAM PLANTING SOIL- SEE NOTES OR SPECS. LOOSEN ROOTS OF PLANT MATERIAL PRIOR TO PLANTING " PERENNIAL PLANTING Ll -2 1--l"3/4"=1a• THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION THROUGH THE WARRANTY PERIOD. STAKING IS SUGGESTED, BUT NOT REQUIRED. ANY STAKING MUST CONFORM WITH PRACTICES AS DEFINED IN A.N.A. GUIDEUNES FOR STANDARD PRACTICES PRUNE DAMAGED AND CROSSING BRANCHES AFTER PLANTING I5. COMPLETE CUT BACK WIRE BASKET WATER TREE THOROUGHLY DURING PLANTING OPERATIONS. PLACE BACKFILL IN B-12" LIFTS AND SATURATE SOIL WITH WATER DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP TREE WRAP TO FIRST BRANCH SAFETY FLAGGING- ONE PER WIRE ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. MULCH -4"DEEP. NO MULCH IN CONTACT WITH TRUNK- SEE NOTES OR SPECS. BACKFILL WITH IN SIN TOPSOIL WOOD STAKE (OPTIONAU EDGE VARIES - SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING SET PLANT ON UNDISTURBED NATIVE SOIL CONTRACTOR IS RESPONSIBLE FOR TESTING PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. DDECIDUOUS TREE PLANTING DETAIL LI -2 SCALE 1/2'=1'B' D, -d -c.r. LANDSCAPE INSTALLATION: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION BLACK POLY EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND WITH OTHER CONTRACTORS WORKING ON. SITE. ANNUALS WHERE BED MEETS SODFSEED UNLESS NOTED OTHERWISE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADINGAND ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. HARDWOOD MULCH WITH NO WEED BARRIER. WHERE SOD[SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, NRB, ETC. AND FIBER MAT WEED BARRIER. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS ALL TREES TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH NO NOTED TO RECEIVE SOD: SEED SHALL BE INSTALLED AND MULCHED AS PER MULCH IN DIRECT CONTACT WITH TREE TRUNK. MNDOTSPECS. OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SWPP SPREAD. GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SODSHALLBELAID MANUFACTURER'S RECOMMENDATIONS UNDER ALL MULCHED AREAS. PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP STEEPER THAN 3:108 IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON GROUND. DRAWING OR IN SPECIFICATION. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, ALL SHRUBS SHALL HAVE AT LEAST5 CANES AT THE SPECIFIED MINIMUM SHRUB HEIGHT OR WIDTH. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN T ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 5' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURALTO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONSTAKE PRECEDENCE OVER NOTES. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN, ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH A 27-3-3 SLOW RELEASE FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS. PLANTS MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 27-3-3 AT 6 OZ PER 2.5" CALIPER PER TREE AND 3 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 27_3_3 THE FOLLOWING SPRING IN THE TREE SAUCER ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE AMINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTSSAND. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. REMOVE ALL FLAGGING AND LABELS FROM PLANTS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1"GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. IF THE LANDSCAPE CONTRACTOR 15 CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL SETTLE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASF/PEST CONTROL CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE WARRANTY (ONE FULL GROWING SEA50N) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NOPARTIAL ACCEPTANCE WILL BE CONSIDERED. UNLESS NOTED OTHERW15E THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND.SEED/SOD PLACEMENT 15 FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 -SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER I. FALL CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 -OCTOBER 1 AND DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES 15 NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. IRRIGATION NOTES: VERIFY EXISTING/PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BEAPPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING TH05E AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN IRRIGATION SCHEDULE APPROPRIATETO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. IRRIGATION SYSTEM 15 NOTTO SPRINKLE ACROSS PAVEMENT. THE SYSTEM SHALL INCORPORATE RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTINC/SOD/SEED HAS BEEN ESTABLISHED. 4 1 CONIFEROUS TREE PLANTING DETAIL _2 SCALE: 1/2"=1'-0• 0ILoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE: ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksincwm PROFESSIONALSIGNATURE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL TREES IN A PLUMB POSITION Lo..1. project No. 15423 THROUGH THE WARRANTY PERIOD. STAKING IS TWM SUGGESTED, BUT NOT REQUIRED. ANY STAKING D MUST CONFORM WITH PRACTICES AS DEFINED IN DDL A.N.A. GUIDELINES FOR STANDARD PRACTICES. 01/13/16 PRUNE ANY DAMAGED BRANCHES AFTER EXISTING CONDITIONS PLANTING 15 COMPLETE. SIiE PIAN WATER TREE THOROUGHLY DURING PLANTING GRADING PIAN, OPERATIONS. PLACE BACKFILL IN 8-12" LIFTS AND SWPP SATURATE SOIL WITH WATER. DONOTCOMPACT Illlu• MORE THAN NECESSARY TO MAINTAIN PLUMB. I ltli 16"x2" POLYPROPYLENE OR POLYETHYLENE STRAP UTIUTY PLAN SAFETY FLAGGING -ONE PER WIRE .DETAILS SHEET MULCH -4"DEEP - SEE NOTES OR SPECS. MULCH LANDSCAPE PLAN MUST NOT BE IN CONTACT WITH TRUNK I BACKFILL WITH IN SITU TOPSOIL WOOD STAKE (OPTIONAL) EDGE VARIES -SEE PLAN SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING ROOT BALL SET ON UNDISTURBED SUBGRADE CONTRACTOR IS RESPONSIBLE FOR TESTING - PERCOLATION RATES PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY IF POOR DRAINAGE EXISTS. 4 1 CONIFEROUS TREE PLANTING DETAIL _2 SCALE: 1/2"=1'-0• 0ILoUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE: ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksincwm PROFESSIONALSIGNATURE 45591 /1311 01/13/1 6 Lo..1. project No. 15423 Project Lead TWM Drawn By D Ch -ked By DDL Review Date 01/13/16 ElawMalm cl-l. EXISTING CONDITIONS C2-1 SIiE PIAN C3.1 .... .................. GRADING PIAN, C32 SWPP C3 3 SWPP DETAILS C34 SWPP DETAILS C41 UTIUTY PLAN C8 1 .DETAILS SHEET L1-1 LANDSCAPE PLAN L1-2 LANDSCAPE DETAILS Ara Q SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABALIZATION INFORMATION. � b® EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE n SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT x -x PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE ..CArvALVE M v,uvE PLANS. -�- -v ;STORM SEWER 1 i `a -- ea+-- TOPOGRAPHY FROM PRELIMINARY PLAT DATA, PREPARED BY THE CITY DATED _ Laox�xcs {�_ 11-09-15 Drawn By Checked By CHINING Review Date 01-13-15 BENCHMARKS c1-1.............. ...................................... EX.ISTING COND1110N5 - MNDOT DISK AT SE CORNER OF Czt,.,._..._._._ ................ ITE PLAN •. - _ a v J_-.. _ "61.4 D.5% 60. 169/101, Elevation = 888.08 feet 4?-$ _ _ _ _ _ _ i t- - !I C3-9 ............__._._ _SWPP. DETAILS OTSEG UILITY.PLAN. Ce -1 DETAILS SHEET I LANDSCAPE PLAN I L7-2 LANDSCAPE DETAILS 61 � I INFILTRATION POND NwL-Dtv ! PROPOSED DRAINAGE! &uralnEASEMENT j ! EX. REGIONAL POND Vk6.I100 1, i YR HWL-eSS.'8v-'�' ces a FES -856.0 RTM-855A ' - OVEARTICULLATED BLOCK I AT NWL-856.5 ARROW - - - - •4 ! - I 63. 3.0 1/ 0• ,.FOREBAY- PRETREATMENT AREA P')- jl ! HWL-859.4 63.5 TURF REINFORCEMENT MAT FERMI) - 4 i I g9 1.1%x.. 62 3.5 2,3 3.5 I, 64.0 LSO ��9<s -7 n 63 6 3 61.7 61. % H - 6C 2.0° - PLANNING 63. Z ` . _ _ _ _ _ _ _ _- ENGINEERING CILAND I i iiVIL i ' OUTLOT K SURVEYING o i - LANDSCAPEENVIRONMENTAL - - I- B' 628----- - - - I I 1 7200 H 1°d Lz S t 3o0 _ I` T p FFE-864.0-_ , a I I M pl Gr°v MN 55369 763 424 5505 305 PROPOSED BUILDING � w.l°u°ks°"°m 62 2 H 1. % 62 B 64.0 54,40, SF. 63 .63 <I I 64 - -' - .._ _. i• I ! __ S 62 8 64.0 _ . 3.5 63.: TIF •� ' 63.562.8 - _-__ Ili - - - -. -. 4.0 -- 1.2% 6 .2 628 - 3 x635 x63.5 x_35 635 i' :- 62.2 ••3 • 3 3 i 4 M - - , 626;e 621 - - - - _ - - I /• C 6 -67° - 05T/ I� - 8� - - .. 62.5 62.6.- 61_ , L 011316 PreLmi Ian 2;.. , =Vii.,;{•+_ .6 O'V-1P _ - i 60.5 r �� `✓y 61.0x 61.Ox FUTURE Q UADAY AVE. (BY CITY) _ _ _ y = _.............. - - -- - T ----------- ---------- -- --- - ---------- - _ ALF - - _ M a . „a, my m,far�Ery� re:�a.n.v CML LEGEND 1--s.- Im'° Exsme GRADING & DRAINAGE NOTES 0 50 100! --- -�- - aw. maa,N�:ve Li 20383 Ara Q SEE STORMWATER POLLUTION PREVENTION PLAN FOR SOIL STABALIZATION INFORMATION. � b® EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE ESTABLISHED AROUND THE ENTIRE n SITE PERIMETER AND IN ACCORDANCE WITH NPDES PERMIT REQUIREMENTS, BEST MANAGEMENT x -x PRACTICES, CITY REQUIREMENTS AND THE DETAILS SHOWN ON THE CIVIL DETAILS SHEETS OF THESE ..CArvALVE M v,uvE PLANS. rosr 1-CAWR urxr Po!E 11 � P_PaE • THE FEMA 100 -YR. FLOOD ELEVATION=861.0 FOR THIS SITE -- ea+-- TOPOGRAPHY FROM PRELIMINARY PLAT DATA, PREPARED BY THE CITY DATED _ Laox�xcs {�_ 11-09-15 wntEn MAxxac MLf1Y MANHOLE xanDicAP vuuuNc � ---�.- rw+mMN sexccuxo nac - . _- uxCExcxouxC cn" --- �-- ovEHHEAo unun o°wxseour LCCAnav -j- n x -x CALL BEFORE YOU DIGI Gopher State One Call �+ TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. nxu I" l -re° ,Anon � ° .cenniuiEoe a�amnr BASIN OVERFLOW ° 30691b I�I � I III nZZ.,tl • - • I� I--, P,°je N°. 15423 SCALE IN FEET Project Lead TWM Drawn By Checked By TWM Review Date 01-13-15 BENCHMARKS c1-1.............. ...................................... EX.ISTING COND1110N5 - MNDOT DISK AT SE CORNER OF Czt,.,._..._._._ ................ ITE PLAN BRIDGE OVER HWY 10 ON HWY C3 1 ._._...._ ca 2 .,GRADING PLAN_ SWPP 169/101, Elevation = 888.08 feet 4?-$ SWPP DETAILS_ (NOVD29). C3-9 ............__._._ _SWPP. DETAILS UILITY.PLAN. Ce -1 DETAILS SHEET L1-1 LANDSCAPE PLAN L7-2 LANDSCAPE DETAILS +_----------- b5 -1 ------ rd�� — — Vii= 7917- � II I'I ! ! I II rl I I ! 1 I I I / I I I I f I I _ ;11111 I� ! I I III I – IIIII I _—__________ t I I III i I \ I I, II III II I i " t I I t I I I I +I I I —__-- ;� ate \ _L.-\\. r \ a \I I \\ ! I I I !I I PERMANENT STORMWATER MANAGEMENT � X INFILTRATION X I REGIONALPONDING RECEIVING WATERS f if I II u II 1 I I I I I I i r II ' _ I I -- – – – –– ---' _ II ------------------i I i i PROPOSED, BUILDING 54,400 SF. NAME OF WATER TYPE OF SPECIAL BODY WATER WATER BODY IMPAIRED TYPE OF WATER SPECIAL WATER MISSISSIPPI RIVER NO NO SILT FENCE (STANDARD) LF 2329 INLET PROTECTION EA 9 Checked By TWM ESTIMATED QUANTITIES Ell DESCRIPTION UNIT QUANTITY TEMPORARY ROCK CONSTRUCTION ENTRANCE EA 1 SILT FENCE (STANDARD) LF 2329 INLET PROTECTION EA 9 Checked By TWM Review Date 01-13-15 C8-1 .._ ................A......._...... DETAILS SHEET . . L7-7 ........................................ LANDSCAPE PLAN L7-2 L1 .................................................. SITE PLAN LEGEND — �sr� SILT FENCE 20383 INLET PROTECTION 15423 PROPOSED DRAINAGE PATTERN TWM EXISTING DRAINAGE PATTERN ARROW No LOl9 PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200. H-1-1, Lane, Su to 300 M pl Grove, MN 55369 763A24.5505 www.lnucks'nc com rr" –J TT T r / �- I 01-73-16 PreliminaryPlan —_--J L-----.--------- — — — — — — -- — J .... ... ... ..... ... .... FUTURE OUADAY AVE. (BY CITY) 0 50 100 %m%mommill SCALE IN FEET CALL BEFORE YOU DIGI Gopher State One Call I1 TWIN CITY AREA: X651-454-0002 V TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERAT€. WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 5514540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. i.......................................... _....... ! I.......... . \ PROFESSIONAL SIGNATURE C7-1 EXISTING CONDITIONS d W. MCLoutl,- PE 20383 Loucks Project No. 15423 Project Lead TWM Drawn By SWPP DETAILS Checked By TWM Review Date 01-13-15 C7-1 EXISTING CONDITIONS C2-7 SITE PLAN C3-1 GRADING PLAN C3-2 SWPP C3-3 SWPP DETAILS C3.4 .... ........... .... . SWPP DcJAILS C4-1 UTILITY PLAN C8-1 .._ ................A......._...... DETAILS SHEET . . L7-7 ........................................ LANDSCAPE PLAN L7-2 L1 .................................................. TA I L. LANDSCAPE DETAILS I . PROJECT DESCRIPTION THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING: A MANUFACTURING TYPE BUILDING TOTALING APPROXIMATELY 54,400 SQTT. WITH A LOADING DOCK. PROJECT WILL ALSO INCLUDE THE CONSTRUCTION OF A SURFACE PARKING LOT AND EXTENSION OF UTILITIES TO SERVE THE SITE 2. SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1. INSTALL STABILIZED ROCK CONSTRUCTION ENTRANCE PAD 2. INSTALLATION OF STAGE 1 SILT FENCE AROUND SITE 3. STRIP AND STOCK PILE REMAINING TOPSOIL. 4. FINAL GRADE SITE S. STABILIZE DENUDED AREAS AND STOCKPILES 6. INSTALL SILT FENCE AROUND BASINS 7. BEGIN CONSTRUCTION 8. INSTALL UTILITIES 9. INSTALL BUILDING FOUNDATIONS 10. INSTALLCURB AND GUTTER 11. INSTALL PAVEMENTS AND WALKS 12. FINAL GRADE LANDSCAPE AREAS & INSTALL LANDSCAPING AND SOD 13. REMOVE ACCUMULATED SEDIMENT FROM BASIN. 14. WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE 15 STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3. SITE DATA: AREA OF DISTURBANCE: ±6.17 A.C. PRE -CONSTRUCTION IMPERVIOUS AREA: ±0.0 A.C. POST -CONSTRUCTION IMPERVIOUS AREA: x435 A.C. 4. THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS; STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. S. ALL DISTURBED GROUND LEFT INACTIVE FORSEVEN (7) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. ATA RATE OF 1.5 TIMES STANDARD SEEDING FINAL STABILIZATION TO BE DONE PER LANDSCAPE PLAN, SEE SHEET 1-1-1. 6. ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABIUZED WITH EROSION CONTROL BLANKET 7. ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8. TEMPORARY SOIL STOCKPILES MUST HAVE EFFEC FIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9. SEDIMENT LADEN WATER MUST BE DISCHARGED TO ASEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10. SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11. THE WATERSHED DISTRICT OR THE TOWNSHIP MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS -BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. 12. THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS. II.B., PART II.C, PART ILITT PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 13. TERMINATION OF COVERAGE -PERMITTEES) WISHING TO TERMINATE COVERAGE MUST SUBMITA NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A. FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OFTHE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B. TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A. INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY TOWNSHIP REPRESENTATIVE IS REQUIRED. B. EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C. STABILIZED AREAS: ONCE EVERY30 DAYS D. FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E. INSPECTION AND MAINTENANCE RECORDS MAST BE RETAINED FOR 3YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSONIS) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNTOF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A. SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B. SEDIMENT BASINS DRAIN ED AND SEDIMENT REMOVED WHEN REACHES I/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C. SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (])SEVEN DAYS D. CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E. PROVIDE COPIES OF EROSION INSPECTION RESULTS TO TOWNSHIP ENGINEER FOR ALL EVENTS GREATER THANX' IN 24 HOURS 17. THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18. OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE DETERMINATION. 19. SWPPP MUST BE AMENDED WHEN: A. THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B. INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE 15. EXCEEDING WATER QUALITY STANDARDS. C. THE SMP'S IN THE SWEEP ARENOTCONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. D. AT ANY TIME AFTER PERMIT COVERAGE IS EFFECTIVE, THE MPCA MAY DETERMINE THATTHE PROJECT'S STORMWATER DISCHARGES MAY CAUSE, HAVE REASONABLE POTENTIAL TO CAUSE, OR CONTRIBUTE TO NON -ATTAINMENT OF ANY APPLICABLE WATER QUALITY STANDARD, OR THAT THE SWPPP DOES NOT INCORPORATE THE APPLICABLE REQUIREMENTS IN PART III.A.8., (IMPAIRED WATERS AND TMDLS). IF A WATER QUALITY STANDARD CHANGES DURING THE TERM OF THIS PERMIT, THE MPCA WILL AKEA DETERMINATION AS TO WHETHER A MODIFICATION OF THESWPPP IS NECESSARY TO ADDRESS THE NEW STANDARD. IF THE MPCA MAKES SUCH DETERMINATION(S) ORANY OF THE DETERMINATIONS IN PARTS 111.13.1:3., THE MPCA WILL NOTIFY THE PERMITTEES) IN WRITING. IN RESPONSE, THE PERMITTEE(S) MUST AMEND THE SWPPPTO ADDRESS THE IDENTIFIED CONCERNS AND SUBMIT INFORMATION REQUESTED BY THE MPCA, WHICH MAY INCLUDE AN INDIVIDUAL PERMIT APPLICATION. IF THE MPCA'S WRITTEN. NOTIFICATION REQUIRES A RESPONSE, FAILURE TO RESPOND WITHIN THE SPECIFIED TIMEFRAME CONSTITUTES A PERMIT VIOLATION. 20. CONCRETE WASHOUT AREA A. CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASHOUT CONTAINER WITH RAIN PROTECTION PER PLAN. B. CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 21. IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 22. PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 23. FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED. AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 24. TEMPORARY SEDIMENTATION BASINS A. THE TEMPORAT'SEDIMENTATION BASINS SHALL BE CONSTRUCTED AND MADE OPERATIONAL PRIOR TO DISTURBANCE OF 10 OR MORE ACRES DRAINING TO A COMMON LOCATION. B. TEMPORARY SEDIMENTATION BASINS ARE REQUIRED PRIOR TO RUNOFF LEAVING THE CONSTRUCTION SITE OR ENTERING SURFACE WATERS WHEN 10 OR MORE ACRES OF DISTURBED SOILS DRAIN TO A COMMON LOCATION. THE BASIN MUST PROVIDE 3,600 CUBIC FEET OF STORAGE BELOW THE OUTLET PER ACRE DRAINED. IF HYDRAULIC CALCULATIONS ARE AVAILABLE, THE TEMPORARY SEDIMENTATION BASIN MUST PROVIDE A STORAGE VOLUME EQUIVALENT TO THE 2 -YEAR, 24HOUR STORM, BUT IN NO CASE LESS THAN 1800 CUBIC FEET PER ACRE DRAINED. THE TEMPORARY SEDIMENTATION BASIN MUST BE CONSTRUCTED AND MADE OPERATIONAL CONCURRENT WITH THE START OF SOIL DISTURBANCE UP GRADIENT OF THE POND. THE TEMPORARY SEDIMENTATION BASIN SHALL BE DFSIGNEDTO PREVENT SHORT CIRCUITING. THE OUTFALL SHALL BE DESIGNED TO REMOVE FLOATABLE DEBRIS, ALLOW FOR COMPLETE DRAWDOWN OF THE POND FOR MAINTENANCE ACTIVITIES, AND HAVE ENERGY DISSIPATION. THE EMERGENCY SPILLWAY SHALL BE STABILIZED. C TEMPORARY SEDIMENTATION,BASINS SHALL BE SITUATED OUTSIDE OF SURFACE WATERS AND ANY REQUIRED BUFFER ZONE, AND MUST BE DESIGNED TO AVOID DRAINING WETLANDS, UNLESS THE IMPACT 15 IN COMPLIANCE WITH THE REQUIREMENTS OF THIS PERMIT. D. EXCESSIVE SEDIMENT -LADEN WATER THAT IS NOT PROPERLY FILTERED WILL NOT BE PERMITTED TO DISCHARGE FROM SIRE. 25. DEWATERING AND BASIN DRAINING A. TURBID OR SEDIMENT -LADEN WATERS RELATED TO DEWATERING OR BASIN DRAINING SHALL BE DISCHARGED TO ATEMPORARY OR PERMANENT SEDIMENTATION BASIN ON THE PROJECT SITE UNLESS INFEASIBLE. THE TEMPORARY OR PERMANENT BASIN MAY DISCHARGE TO SURFACE WATERS IF THE BASIN WATER HAS BEEN VISUALLY CHECKED TO ENSURE ADEQUATE TREATMENT HAS BEEN OBTAINED IN THE BASIN AND THAT THE NUISANCE CONDITIONS WILL NOT RESULT FROM THE DISCHARGE. DISCHARGE POINTS SHALL BE ADEQUATELY PROTECTED FROM EROSION AND PROPER VELOTOWNSHIP DISSIPATION PROVIDED. B. ALL WATER FROM DEWATERING OR BASIN -DRAINING ACTIVITIES MUST BE DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN THE RECEIVING CHANNELS OR ON DOWN SLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLAND. C IF FILTERS WITH BACKWASH WATERS ARE USED, THE BACKWASH WATER SHALL BE HAULED AWAY FOR DISPOSAL, RETURNED TO THE BEGINING OF THE TREATMENT PROCESS, OR INCORPORATED INTO SITE IN A MANNER THAT DOES NOT CAUSE EROSION. BACKWASH WATER MAY BE DISCHARGED TO SANITARY SEWER IF PERMISSION 15 GRANTED BY THE SANITARY SEWER AUTHORITY. 26. POLLUTION PREVENTION A. BUILDING PRODUCTS THAT HAVE THE POTENTIAL TO LEACH POLLUTANTS MUST BE UNDER COVER TO PREVENT DISCHARGE OR PROTECTED BY AN EFFECTIVE MEANS DESIGNED TO MINIMIZE CONTACT WITH STORMWATER. B. PESTICIDES,HERBICIDES,INSECTICIDES,FERTILIZERS, TREATMENT CHEMICALS, AND LANDSCAPE MATERIALS MUST BE UNDER COVER. C HAZARDOUS MATERIALS AND TOXIC WASTE MUST BE PROVIDED TO PREVENT VANDALISM. D. SOLID WASTER MUST BE STORED, COLLECTED AND DISPOSED OF IN COMPLIANCE WITH MINN. R. CH 7035. E PORTABLE TOILETS MUST BE POSITIONED SO THAT THEY ARE SECURE AND WILL NOT BE TIPPED OR KNOCKED OVER. SANITARY WASTE MUST BE DISPOSED OF PROPERLY IN ACCORDANCE WITH MINN. R. CH 7041. F. DISCHARGE OF SPILLED OR LEAKED CHEMICALS, INCLUDING FUEL, FROM ANY AREA WHERE CHEMICALS OR FUEL WILL BE LOADED OR UNLOADED SHALL BE PREVENTED USING DRIP PANS OR ABSORBENTS. SUPPLIES SHALL BE AVAILABLE AT ALL TIMES TO CLEAN UP DISCHARGED MATERIALS AND THAT AN APPROPRIATE DISPOSAL METHOD MUST BE AVAILABLE FOR RECOVERED SPILLED MATERIALS. 27. DESIGN CALCULATIONS TEMPORARY & PERMANENT STORMWATER TREATMENT ARE DE51GNED TO MEET MPCA GENERAL & SPECIAL WATER REQUIREMENTS. CALCULATIONS ARE PART OFTHE HYDROLOGY REPORT, WHICH IS TO BE CONSIDERED PART OF THE SWPP DOCUMENTS. SEE HYDROLOGY REPORT FOR ADDITIONAL INFORMATION. 28. GENERALSTORMWATER DISCHARGE REQUIREMENTS ALL REQUIREMENTS LISTED IN PART III OFTHE PERMIT FOR DESIGN OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM AND DISCHARGE HAVE BEEN INCLUDED IN THE PREPARATION OF THIS SWPP. THESE INCLUDE BUT ARE NOT LIMITED TO: A. THE EXPECTED AMOUNT, FREQUENCY, INTENSITY, AND. DURATION PRECIPITATION. B. THE NATURE OF STORMWATER RUNOFF AND RUN-ON ATTHE SITE, C PEAK FLOW RATES AND STORWATER VOLUMES TO MINIMIZE EROSION AT OUTLETS AND DOWNSTREAM CHANNEL AND STREAM BANK EROSION. D. THE RANGE OFSOIL PARTICLE SIZES EXPECTED TO BE PRESENT ON THE SITE. 29. CONS FRUCTION OF FILTRATION BASINS A. NO HEAVY TRAFFIC ON FILTRATION AREAS, CONSTRUCTION TO BE DONE WITH MINIMAL COMPACTION TO FILTRATION AREAS, IF COMPACTION IS ENCOUNTERED, BASIN SOILS FOR THE FIRST & MUST BE REMOVED & RELAID. B. INFILTRATION SYSTEMS MUST NOT BE EXCAVATED TO FINAL GRADE UNTIL THE CONTRIBUTING DRAINAGE AREA HAD BEEN CONSTRUCTED AND FULLY STABILIZED UNLESS RIGOROUS EROSIN PREVENTION AND SEDIMENT CONTROLS ARE PROVIDED( PART 111.D.I.C.). C. WHEN AN INFILTRATION SYSTEM IS EXCAVATED TO FINAL GRADE (OR WITHIN THREE (3) FEET OF FINAL GRADE), THE PERMITTEE(S) MUST EMPLOY RIGOROUS EROSION PREVENTION AND SEDIMENT CONTROLS (E.G., DIVERSION BERMS) TO KEEP SEDIMENT AND RUNOFF COMPLETELY AWAY FROM THE INFILTRATION AREA. THE AREA MUST BE STAKED OFF AND MARKED SO THAT HEAVY CONSTRUCTION VEHICLES OR EQUIPMENT WILL NOT COMPACT THE SOIL IN THE PROPOSED INFILTRATION AREA. D. TO PREVENT CLOGGING OF THE INFILTRATION OR FILTRATION SYSTEM, THE PERMITTEES) MUST USE A PRETREATMENT DEVICE SUCH AS A VEGETATED FILTER STRIP, SMALL SEDIMENTATION BASIN, OR WATER QUALITY INLET IF GRIT CHAMBER) TO SETTLE PARTICULATES BEFORE THESTORMWATER DISCHARGES INTO THEINFILTRATIONOF FILTRATION SYSTEM. 30. POST CONSTRUCTION THE WATER QUALITY VOLUME THAT MUST BE RETAINED ON SITE BY THE PROJECT'S PERMANENT STORMWATER MANAGEMENT SYSTEM DESCRIBED IN PART IIID. SHALL BE ONE (1) INCH OF RUNOFF FROM THE NEW IMPERVIOUS SURFACES CRATED BY THE PROJECT. SEE PART II I.D.I. FOR MORE INFORMATION ON INFILTRATION DESIGN, PROHIBITIONS AND APPROPRIATE SITE CONDITIONS. 31. RESPONSIBILITIES A. THE OWNER MUST IDENTIFY A CONTRACTOR WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: B. THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: 32. TRAININGREQEMENTS THE PERMITTES(S) SHALL ENSURE THE FOLLOWING INDIVIDUALS IDENTIFIED IN THIS PART HAVE BEEN TRIANED IN ACCORDANCE WITH THIS PERMIT'S TRAINING REQUIREMENTS. 1. WHO MUST BE TRAINED: A. INDIVIDUALS) PREPARING THE SWPP FORTHE PROJECT B. INo VIDUAUS) OVERSEEING IMPLEMENTATION OF, REVISING, AND AMENDING THE SWWP AND INDIVIDUALS(S) PERFORMING INSPECTIONS AS REQUIRED IN PART V.E. ONE OFTHESE INDIVDUAL(S1 MUST BE AVAILABLE FOR AN ONSITE INSPECTION WITHIN 72 HOURS UPON REQUEST BY THE MPCA. C. INDIVIDUALS) PERFORMING OR SUPERVISING THE INSTALLATION, MAINTENANCE AND REPAIR OF RI AT LEAST ONE INDIVIDUAL ON A PROJECT MUST BE TRAINED IN THE JOB DUTIES. 2. TRAINING CONTENT: THE CONTENT AND EXTENT OF TRAINING MUST BE COMMENSURATE WITH THE INDIVIDUAL'S JOB DUTIES AND RESPONSIBILITIES WITH REGARD TO ACTIVITIES COVERED UNDER THIS PERMIT FOR THE PROJECT. AT LEAST ONE INDIVIDUAL PRESENT ON THE PERMITTED PROJECT SITE (OR AVAVILABLE TO THE PROJECT SIRE IN 72 HOURS, MUST BE TRAINED IN THE JOB DUTIES DESCRIBED IN PART I11E.1.B. AND PARTIII.F.1.C. 3. THE PERMITTEE(S) SHALL ENSURE THAT THE INDIVIDUALS ARE TRAINED BY LOCAL, STATE, FEDERAL AGENCIES, PROFESSIONAL OR OTHER ENTITIES WITH EXPERTISE IN EROSION PREVENTION, SEDIMENT CONTROL, PERMANENT STORMWATER MANAGEMENT AND THE MINNESOTA NPDES/SDS CONSTRUCTION STORMWATER PERMIT. AN UPDATE REF ESHER-TREINING MUST BE ATTENDED EVERY THREE (3) YEARS STARTING THREE (3) YEARS FROM THE ISSUANCE DATE OF THIS PERMIT. Vu sssmcu,bk msor� //// Vel Anderson U �eeipnd LoluWdlon SNPPP (Mry91 PD1B) 33. LIST OF CONTACTS TILE NAME COMPANY PHONE NUMBER OWNER TWIN CITY AREA 651-454-0002 TOLL FREE: 1-800-252-1166 Project Lead TWM PROJECTMANAGER TODD MCLOUTH LOUCKS 763-496-6742 ENGINEER SWPPP VAL ANDERSON LOUCKS 763-496-6728 CONTRACTOR PENDING L1-2...„_„ ................................................ ........................... LANDSCAPE DET'.AILS, .- ............... SITE MANGER PENDING - MPG 24HR. HAZARDOUS SPILL HOTLINE: 651-649-5457 OF 80420798 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES, THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-054-0002 AT LEAST 48. HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER mm■ LO U O<s PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 w".lou,k,inccom 01'-l3-16 Prelim " Pla,_ ....................... ............. I .............. ................................................... .................................................. .................... ................... -.......... ................................................... ................................................. PROFESSIONAL SIGNATURE CALL BEFORE YOU DIG! �� ew Gopher State One Call �IL►/_i. SIV TWIN CITY AREA 651-454-0002 TOLL FREE: 1-800-252-1166 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES, THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/ OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-054-0002 AT LEAST 48. HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER mm■ LO U O<s PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 w".lou,k,inccom 01'-l3-16 Prelim " Pla,_ ....................... ............. I .............. ................................................... .................................................. .................... ................... -.......... ................................................... ................................................. PROFESSIONAL SIGNATURE C171 .......... .EXISTING CONDITIONS �� ew ve 20383 Loucks Project No. 15423 Project Lead TWM Drawn By SWPP DETAILS Checked By TWM Review Date 01-13-15 C171 .......... .EXISTING CONDITIONS C2-1 SITE PLAN C3-7 GRADING PLAN C3-2_ ..... ....... .... .. . ....SWPP. C3-3 SWPP DETAILS C34 SWPP DETAILS C4-1 ............................ UTILITY PLAN .. . ........ CB -1 C13-1 ........................................ DETAILS SHEET . L7-1 .................................................. LANDSCAPE PLAN L1-2...„_„ ................................................ ........................... LANDSCAPE DET'.AILS, .- ............... EHDRTRENOf USSDETAIL AND NOTES BOOWI OVERAPENOI 1 MINIMWM OS bOSTAPLEOVFRIAP AT VATS n DExsITr eruxneWs Sv[ONGnONS IDLINTE III MLIM.1I1 IT— AT _ ETS INNTTmRv a .." ILL—NAnINM 5011 S. B HML NOT OUT AN A'EHOR HCH EURFACFSHALINE PREF OF ROCKS, S. CLUMPS, CLE IMPRINTS, AND GNL63. BWJKETS SHALL HAVE GOODSOIL CONTACT. Ai60CUT6 EROSION CONTROL BLANKET L EROS -76 DEFLECTOR PLATE w 1CFNTOL OF Fl1ifRasSEMBLT oFFcu"E K -TOP CURB R DDRNN HIGH -flow 'r////(.i,' IN N o GurTFR PROTF 11 NRB Moon HIGH-FLOW FABRIC. 2'X3' SEDIMENT CONTROL BARRIER ILI- H�T MANHOLE COVESASSFMBLV 27' SEDIMENT CONTROL BARRIER WIMCO ROAD DRAIN OR APPROVED EQUAL UAL *�!"INLET PROTECTION - mER05.116 _ISTING STORM STRUCTURES NOTE: I —2. EBOTTOMFOGEOFFENCE INT06IN DPIDTRENCH MMFOIaTF.Ix. HALLBE •2 X2IN HAROWODo. ON STANDARD STEELT-TVPE •MIN.RLOENGM POSR, ORIVFN2FTIMOTHE ROUND. 3 INEALONG TCTO ) DPOSTWITHANN.OF5,1 iTO STEELPOST WITH AMIrv.Of 3.ZR'T16 INTOPBENCH60FFABWG SILT FENCE RER01' ASSOWTES PRE -ASSEMBLED OR MACHINE SUCED OM EDGE OF WIRE FENCE—F IN OEfPTRENCH. BRAII BE: Sfr MAX. bPACMG. STANDARD STEEL _NS P. - MIN LENGTH POSES, DUIWN 2 R IMOTHEGAOUND. 3 FENCETOWOOD POSTWDHAMIN.W5.IINCH ADIPILREEs. l. ATTAtl1EABRICTD WIREFENCING THWIRE—PTI6.AMIN. OF—TES PER POSE. EXEEND BOTTOM OF FABRIC IMO TRENCH. 5. BACKHLLTRENCH 6COAVACi. WIRE.— FABRIC PERE MNWT38B6 EAIEs[+ EOTE — ER MN OT3886 6" HEAVY DUTY vER05-2� ASSOCIATES SILT FENCE ENDS RECtIRFLY CLOSED TO vREVEM LOss OFWDRGRADEDATE FBL SEND ffH O Ps P11. ZVTE VR IO NES rf� O ROCK LOG/CONVOST LOC NOTES SH SPECS. 3)l.3 3).388663891. ANUFAC REDALTERN VTP STEDONMNOOPSAVPROYEDPRODUETO USTMAOi ESUm BsUTED. 10 G SOCILBEIWEFN EOFE£TLONGIND INCHDIM ER nIOINDBYTVOROWSOFSTITCHINGWITHAPU CM6N —NOOID-11) A HEAT BONDFO SEAM (OR APPROVED EQBVALDM FILL F_ WCHOPENAGG GRADEDREGATECONSIS INGOFSOUND PAv11CLLsof coARFEAGCREG.TEmNFOR.wrvcio SPEcnv TAeLED13J-I: G-3 GRADATION, INLET PROTECTION - LB 3014 No ASSOCIATES ROCK/COMPOST LOG mu JIII I�1/11.111/1/1111��11.1.....♦.♦♦..♦1.• I 1X111`111/11111/1111114 ��111111111111111/11� 0111000DOOOOi �ODOOOD004�i �1�1/111111/11111�1� ��11111/1111111111� .l z36x]Im PLYWOOD. O,UHpT OOU FACE WHTIE sTDRaLEu s E—TEu 4-' PDST zJ0LINEMEtP CONTRA T E I ° HL iINIreLEJcEu o—ORl. .IBRouNWw8,,11.11 d ubo�FIQTLE,LIED.e e10 cs a OEPM iOTU d a aR-1—THE.cn vnS-1 AKFANFeRTI. RIER—ON—RNNCE ASSOCUTES CONCRETEWASHOUT w83005.n. CALL BEFORE. YOU DIGI Gopher State One Call ` TWIN CITY AREA: 651-454-0002 V TOLL FREE 1-800-252-1166 WARNING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING. THBR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6514540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. W -D FIBER—BLANKET U WACENi MULPROPERTY UPPER BIANKET-� TOOOVEREAP BOTTOM \ ENO OF BUNKET `,TIN BURIED IN 6` ➢ECP VERTICAL IREN. WOOD FIBER BLANKET SHALL BE PLACED AND STAPLEO ACCORDING To Mn/DOT BPECIFlCATION 2515.3K3 WITH THE FOLLOWING E%CEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERIAPPED A MINIMUM OF V. PLASTIC OR Wool BR3DEGRAOABLE STAKES OR STAPIFS SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECDBTSKES AHD BIOBTAKES ARE ACCEPTABLE PRODUCTS FOR E TO FASTEN WOOD FIBER BIANRET. r WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SC aL rnR P STANDARD PLATE NO. L 502 ARROW '� i-5 IN LO U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane,. Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksfOccom PROFESSIONAL SIGNATURE \\ mdelnK-PE L�aw. _C�.. 20383 PoIM"A^ SIRAw OR WOOD OR RL" OK LOG RDu roaouolN PoLYPHOPYLPI[N[rtlNc FIBERS' POIM'R` SEDRNEM X -0 A SPACING ORVE THROUGH—ON0T PENETRATING HBERLOO. ------------- TRENCH IF LOOBE5OIL6---___ Checked By TWM PTINVA" .NIUSTBE HIGHER THAN POINT"B"TO ENSURETHAT W ATER F LD W S o VER THE DIRE AN O NDi ARDUND T BE ENDS. *CU#FHIIDROLL DITCH CHECK 7[;j5-7 EXISTING CONDITIONS NOTE: I —2. EBOTTOMFOGEOFFENCE INT06IN DPIDTRENCH MMFOIaTF.Ix. HALLBE •2 X2IN HAROWODo. ON STANDARD STEELT-TVPE •MIN.RLOENGM POSR, ORIVFN2FTIMOTHE ROUND. 3 INEALONG TCTO ) DPOSTWITHANN.OF5,1 iTO STEELPOST WITH AMIrv.Of 3.ZR'T16 INTOPBENCH60FFABWG SILT FENCE RER01' ASSOWTES PRE -ASSEMBLED OR MACHINE SUCED OM EDGE OF WIRE FENCE—F IN OEfPTRENCH. BRAII BE: Sfr MAX. bPACMG. STANDARD STEEL _NS P. - MIN LENGTH POSES, DUIWN 2 R IMOTHEGAOUND. 3 FENCETOWOOD POSTWDHAMIN.W5.IINCH ADIPILREEs. l. ATTAtl1EABRICTD WIREFENCING THWIRE—PTI6.AMIN. OF—TES PER POSE. EXEEND BOTTOM OF FABRIC IMO TRENCH. 5. BACKHLLTRENCH 6COAVACi. WIRE.— FABRIC PERE MNWT38B6 EAIEs[+ EOTE — ER MN OT3886 6" HEAVY DUTY vER05-2� ASSOCIATES SILT FENCE ENDS RECtIRFLY CLOSED TO vREVEM LOss OFWDRGRADEDATE FBL SEND ffH O Ps P11. ZVTE VR IO NES rf� O ROCK LOG/CONVOST LOC NOTES SH SPECS. 3)l.3 3).388663891. ANUFAC REDALTERN VTP STEDONMNOOPSAVPROYEDPRODUETO USTMAOi ESUm BsUTED. 10 G SOCILBEIWEFN EOFE£TLONGIND INCHDIM ER nIOINDBYTVOROWSOFSTITCHINGWITHAPU CM6N —NOOID-11) A HEAT BONDFO SEAM (OR APPROVED EQBVALDM FILL F_ WCHOPENAGG GRADEDREGATECONSIS INGOFSOUND PAv11CLLsof coARFEAGCREG.TEmNFOR.wrvcio SPEcnv TAeLED13J-I: G-3 GRADATION, INLET PROTECTION - LB 3014 No ASSOCIATES ROCK/COMPOST LOG mu JIII I�1/11.111/1/1111��11.1.....♦.♦♦..♦1.• I 1X111`111/11111/1111114 ��111111111111111/11� 0111000DOOOOi �ODOOOD004�i �1�1/111111/11111�1� ��11111/1111111111� .l z36x]Im PLYWOOD. O,UHpT OOU FACE WHTIE sTDRaLEu s E—TEu 4-' PDST zJ0LINEMEtP CONTRA T E I ° HL iINIreLEJcEu o—ORl. .IBRouNWw8,,11.11 d ubo�FIQTLE,LIED.e e10 cs a OEPM iOTU d a aR-1—THE.cn vnS-1 AKFANFeRTI. RIER—ON—RNNCE ASSOCUTES CONCRETEWASHOUT w83005.n. CALL BEFORE. YOU DIGI Gopher State One Call ` TWIN CITY AREA: 651-454-0002 V TOLL FREE 1-800-252-1166 WARNING - THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING. THBR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 6514540002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. W -D FIBER—BLANKET U WACENi MULPROPERTY UPPER BIANKET-� TOOOVEREAP BOTTOM \ ENO OF BUNKET `,TIN BURIED IN 6` ➢ECP VERTICAL IREN. WOOD FIBER BLANKET SHALL BE PLACED AND STAPLEO ACCORDING To Mn/DOT BPECIFlCATION 2515.3K3 WITH THE FOLLOWING E%CEPTIONS. ADJACENT STRIP EDGES SHALL BE OVERIAPPED A MINIMUM OF V. PLASTIC OR Wool BR3DEGRAOABLE STAKES OR STAPIFS SHALL BE USED IN PLACE OF METAL WIRE STAPLES. ECDBTSKES AHD BIOBTAKES ARE ACCEPTABLE PRODUCTS FOR E TO FASTEN WOOD FIBER BIANRET. r WOOD FIBER BLANKET INSTALLATION ON A CUT SLOPE NO SC aL rnR P STANDARD PLATE NO. L 502 ARROW '� i-5 IN LO U C KS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane,. Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksfOccom PROFESSIONAL SIGNATURE \\ mdelnK-PE L�aw. _C�.. 20383 LouckB Project No. 15423 Project Lead TWM DT By Checked By TWM Review Dare 01-13-15 EXISTING CONDITIONS C2-1 SITE PLAN C371 GRADING PLAN C3-2SWPP C3-3-- SWPP DETAILS C34� ��-��__ ,.._..,SWPP DETAILS .......... C4-1 UTILITY PLAN CB71 DETAILS SHEET L1.A_.................LANDSCAPE PLAN .............. .............................................. LANDSCAPE. DETAILS .. / I I I I CIVIL LECERB ®® O l , wn nvuvE„ ra a ww.a aoe , I t CB 1 RIM -60.0 \ EXISTING CONDITIONS I ° ---____-_--- 183'-21"RC ®0.30% PROPOSED DRAINAGE I _- NWL-DRY & UTILITY EASEMENT C62 100 -YR HWL-859.8 TWM FES -856:0 BTM -855.0 RIM -51.0 DETAILS SHEET L11, ARTICULATED BLOCK MAT. kj 2 INV -56.75 (TYP') 20'-21.1 RLP �GQ ® TURF REINFORCEMENT MAT fTRM) I C8 9 I . C67 lid I' El p RIM -60.0 INV -58.0 C7 ti INV -57.5 a I Ili a' I I III III I I I I I I 80'-6" PVC I � I 11 ✓' _ RIM -61.6 ' INV -59.0 I C8 3 ': a'- I RCP @0.7% I I I RIM -61.9 I RIM -60.0 I INV -57.42 INV -58.0 _ TRENCH DRAIN C84 RIM -81.9 I I INV -57.85 , PROPOSED BUILDING l i I 54,400 SF. I P II ii. CBS 6" PLUG. RIM -61.9 INV -56.0 INV -58-2 ----- ) 6" PLUG \ i C6 6 6" -DIP WATERMAIN RIM -61.5 - \ / INV -58.5 \ EXISTING CONDITIONS I - - - - INFILTRATION POND PROPOSED DRAINAGE I Project Lead NWL-DRY & UTILITY EASEMENT .... .. ...... SWPP. DETAILS 100 -YR HWL-859.8 TWM FES -856:0 BTM -855.0 OVERFLOW WEIR-- DETAILS SHEET L11, ARTICULATED BLOCK MAT. kj 2 FOREBAY- PRETREATMENT AREA (TYP') 20'-21.1 RLP v ®1.00% ® TURF REINFORCEMENT MAT fTRM) I I' II I . C67 lid I' ii RIM -61.2 INV -58.0 II a , Ili a' I I III III I I I I I I 80'-6" PVC SDR 26 -SEWER SERVICE AT I ✓' RIM -61.6 ' INV -59.0 --. CONNECT- ' _TO FUTURE _� FUTURE WATERMAIN (BY CINL _ _ _ _ _ _ _ 4�. STUB FUTURE SANITARY SEWER (BY CITY) ___ /moi♦---� }-----_ FUTURE QUADAY AVE. (BY CITY) UTILITY PLAN NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,. THE CITY AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CFAM), 2013 EDITION. 2. .SEE DETAIL SHEET AND THE CONTRACT SPECIFICATIONS FOR SPECIFIC UTILITY DETAILS. 3. ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4. THE CONTRACTOR SHALL NOTIFY GOPHER STATE ONE CALL AT 651-454-.0002 AT LEAST 48 HOURS PRIOR TO PERFORMING ANY EXCAVATION OR UNDERGROUND WORK. 5. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. 6. ALL STREET REPAIRS AND PATCHING SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CITY. ALL TRAFFIC CONTROL SHALL BE PROVIDED BY THE CONTRACTOR AND SHALL BE ESTABLISHED PER THE REQUIREMENTS OF THE MINNESOTA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MMUTCD) AND THE CITY. THIS SHALL INCLUDE ALL SIGNAGE, BARRICADES, FLASHERS AND FLAGGERS AS NEEDED. ALL PUBLIC STREETS SHALL BE OPEN TO TRAFFIC AT ALL TIMES. NO ROAD CLOSURES SHALL BE PERMITTED WITHOUT THE EXPRESSED AUTHORITY OF OF THE CITY. 7. ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL PER THE REQUIREMENTS OF THE CITY. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION. 8. ADJUST ALL EXISTING STRUCTURES, BOTH PUBLIC AND PRIVATE TO THE PROPOSED GRADES. WHERE DISTURBED AND COMPLY WITH ALL REQUIREMENTS OF THE UTILITY OWNERS. STRUCTURES BEING RESET TO PAVED AREAS MUST MEET OWNERS REQUIREMENTS FOR TRAFFIC LOADING. 9, MAINTAIN 8 FEET OF COVER OVER ALL WATERMAINS AND SERVICES. 10. PROPOSED PIPE MATERIALS: STORM SEWER RCP CLASS 5 WATER SERVICE DIP CLASS 53 SANITARY SERVICE PVC SDR 26 i I I X. REGIONAL POND I NWL-856.5 I HWL-859.4 I I I I I I I I. I I i I I I I I I I I I I I I I I I ----------------- I BENCHMARKS 1 0 50 100 MNDOT DISK AT SE CORNER OF BRIDGE OVER HWY 10 ON HWY 'I�IIIZI�I 169/101, Elevation = 888.08 feet VIII (NGVD29). SCALE IN FEET CALL BEFORE YOU DIG! Gopher State One Call �+ TWIN CITY AREA: 551-454-0002 V TOLL FREE 1-800-252 1165 WARNING: THE CONTRACTOR SHALL HE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. F_ vk ARR9w i■L+DUCKS PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksincmm CADD,O.UALIFICATION PROFESSIONAL SIGNATURE f T. 121:1 EXISTING CONDITIONS �� e w: ei�wn-re Z 20383 Loucks Project No. Imm 15423 Project Lead TWM Drawn By .... .. ...... SWPP. DETAILS Checked By TWM Review Date 01-13-15 121:1 EXISTING CONDITIONS C2_1 SITE PLAN C3 1 GRADING PLAN C3-2 SWPP G3-3 ..... ..... .... .. ...... SWPP. DETAILS C3-4 SWPP DETAILS C4-1 ,.. UTILITY .PLAN C81 DETAILS SHEET L11, LANDSCAPE PLAN kj 2 LANDSCAPE DETAILS, PINGHBD GIN O6 - coucBEreFu400TSPK _G01 4•INCE" ,.-A ELITE RASE cLs AIWOpiRK )Taft 100°. CRUSH6V1 ACE COMPACTION CONCRETE PAVEMENT SI5 1 ° ALcoL:IATE SECTION °4°t .+uwcENT caou.au oxE W 6Oy, .u�E _ 1 d`,WA of CDH5 ,�/ NOTE suR�10t�T TAeLEcuNe .PTIONU PA s _RN.IRROW SU ALIS ADJACENTTOCURNI PARALLEL RAMP WMFTPiE"B' ISOMETRIC VIEW Aff � PossiEtEcurze Ono a AN NT ."Le. 3� TP O" M V A PARALLEL RAMP C NUALL PAN VIEW sv BE ons %SLMOdPxE�P �l ! U E. A- (1" ELEVATLON ...0 CUBO cu AuNCEN D-NHate PAIULLEL RAMP Aa CLS OR I,GI—TE BASE SECNON A -A PEDESTRIAN PSITE-21 ° ASSOCUTE CURB RAMP 02 CA "TT" S IN.E0 Px DO -:To So"FET Las 'a D. s''N"R" ` `L.E.B. 7cw AT Bali GKtf x S�xl%R At "OB svmmlrw Mxc AxR meE e -HAII.. eexE A. HOE• s WATER PROOF MANHOLE FRAME AND CASTING H. SEADE STANDARD PLATE NO. G 307 NCRETE V. MWDOT SPK ss2T mulOOTmEc 3I lyflw CONCRETE SIDEWALK B�IE3 ASSOCUTE SECTION �NABLIHAN 1- PARKING PA E. ,CCIE6IBLEPANO-EEN. "'NO-E.N.-DE. ■ Ba�PKGROUNU�V.sEHUWR PER SIGN ADD E, L BEEN �o'EN .IN CONCRETE FILIEU B."BN m II IN NEvu ,0 II ,-, PEE' I I I I « EINLGLDft II 'A R'EEVEc 5 LDO 0 OU,At 3 I Ma L PSDB RAD Ell d l �I F +aD l ESHIND CONrnEEa DM a E.NN1P.N��oN ° 6nDWN DNPIANS. TYPICAL ADA PARKING LMSITE36° A560CUTE SIGN / BOLLARD COMBO OSOUR CONCRETE R AROVNO FEES-� RDCU EO TO ANCHOR 6L0 CONCRETE BLOCK ` f 0 f CMEEOTEXTIIE FABRIC® - SEC B B I A . .--r r- A t- A MASION E IS GIVEN ON 1 1 - - .PL, SI.Gtr311.. = 50 -� USE EQUIV. 0 FOR PIPE ARCH STD. P 3110 FOR EpU V B) I "1 CUTATFU CONCRETE BLOCK 1 - GEOT zN ARA- S�� ., BLOOK LAEO CONCRETE BLOCK SHALL E A NANBPIACED INTERLOCKING CONCRETE BLOC(( SYSTEM RE CABLE AN OR EE CONCRETE BLOCK MAT. '� FOR PIPES GREATER THAN OR EOUAE . dB' USE 2.0' 2 GEOTEXT LE FABRIC PER Mn OOi SPEC. / 55. DER slue COVER THE AREA .OF THE ANTI CABLE( CON BLOCK MAT AND USED, Ip ENDER M CULVERT APRON FET. IFA CABLE CONCRETE SYSTEM 5 USED, MULTIPLE MATS MUST BE TIED TOGETHER PER MANUAFALTURERS SPED AND ALL CABLES PROTRUDING BEYOND THE INISHED SHED = EDGES SH LL BE CBT LWSN TO THE BLOCK. ARTICULATED CONCRETE BLOCK AT RCP OUTLET STANDARLATE NO. 500 % s ° F" _ g3s k oSa9 p 3� pf - -oz�o _C mEN ASSOCUTE TYPICAL ADA PARKING tc.SITEJ4o .1-S".-S.—BED .MNNOTSPEC. _IS TACK COST. MnOOT SPFG3sn TYPICAL BITUMINOUS ASS[ILIATE HEAVY DUTY PAVEMENT SITE -30 SECTION ATTACH SIGN TO POST WITH PATE ORAB1I 1 (Ej. OI.TSS _NEBS Al NUTS BNTAi TOP AAPPROPRIBOTTOrn OP SICNHI 1. OEIIISIGNPER STALL sTANuUST LOCAL HANDICAP PARKING SIGN NOTTO u B -E- ,LLLINFSSWIDE _+ 5 CN GDOGNATEOOLAT naoI IN ITALLL WHEELCHAIR SYMBOL Noiro KUE TYPICALADAWHEELCHAIR SITE•35° AtSOLTATE SYMBOL&PARKING SIGN TYPICAL BITUMINOUS LIGHT Bwtlm a ASSOCIATE DUTY PAVEMENT SECTION 1 ORM /2 PIPE SECTONOF MANHOLE INVERT SHALL BE SLOPED TO PNOVIDE SMOOTH LARGEST DUMEER PIPE ` I T ( 1 iLOW FROM INLET TO ELI— LI— 1. I I _UT SO TO SLOPE SHIMS USED FOR TOWAAO LI- . SHALL BE RY POM PIPE AS SHOWN ARROWS METAL OR CONCRETE SECTION A -A MANHOLE COVER SHALL r FRAME k CASTING (SEE E TYPE II WON27"� 1 MH k Be SCHEWLE). ECCENTRIC OPENING, 1 /^��--- 'I 1 GVNCRETE ENCASED ABJUSTNG RINGS M0/GOT PLATE 4026A (1) ONE SINGLE CONCRETE - ' IS,V G ON. B- THICK WITH IGROW PER JOINT. MAX. O MA%INUH OIsiANCE FflOM RIM STEPS 16" D.C. 77TXT STEP IS u APPftOVEO STEPS PER ON OF MANHOLE TO DF TE SECTIONS PRECAST CONCRETE ECTIONS MIN. HN/Doi STANDARD "t" 6180) CU65 IN R i F R EMENT, JOINTS SHALL BE CONSTRUCTED WITH GO NFlB- TNG A VARIES A GASKETS. PFECAST OR C 5T IN PLAGE SEAL PIPES �_ •. M GflOU II I I P II I i Iii LOWER SECTION o I �-POUREO OR PRECAST CONCRETE MANHOLE BASE. u MANHOLE INVERT SHALL BE SLOPED TO PNOVIDE SMOOTH e4sE iLOW FROM INLET TO ELI— LI— B s-- I2 D BEEP G" SLA@ -TOP MANHOLE 12 TO 20 it BEEP (SORM SEWER) INE SCALE _ 10" - OVER 20 TI DEEP/-� PPmeE ` / )�A:�y°RO STANDARD PLATE N0. l/LJG 400 GROUT BOTTOM TO SLOPE /TOWARD PIPE AS SHOWN BY ARROWS. A \ A PIPE TOP VIEW CASTING NEENAH 3067 OR EOl11VALENT WITH DL OR OR GRATE (I) ONE 5111.!£ CONCPEiE ///---CONCRETE ENcgs�O ADJUSTING RII MAX B. T�ADJUSTING RINGS Mn DOT THT. THICK WITH MAX. I• / PER JOIM1T. PLATE A026A WALL To BE PRECAST 1• A/ SECTION OR CONCRETE I / EWER BLOCK .REAL WITH PRECAST OPENINGS I:. OROUT SREOU RED GROUT INVERT AS ' SHOWN ABOVE SECTION A -A NOTE5, 1. C?NCREE BASE SHALL BE 6• POURED IN PLACE OR 5 PRECAST SLAB. 2. REINFORCING SHALL BE SIRGIE ONE .- •MIRE FABRIC _ HAVING AN AREA OF NOT l TRAN 0.12 S0. IN. PER FOOT OF HEIGHT. 2' x 3' CATCH BASIN No sBADE eoa0.-- 0.1•C}YO STANDAR41PPLATE NO. LJ L FORM 1/2 PIPE SECDON OF , LARGEST OUMETER PIPE ` 1 \ _I I I (- SHIMS USED FOR I ` CROUT BOTTOM TO ELOPE LEVELING SHALL BE `TOWARD PIPE AS SHOWN METAL DR CONCRETE SECTION A -A BY ARROWS CONCRETE ENCASED CASTING NEENAN 5067 Ir JUSTHG RNGS Mn/DOT R EDVIV TEM WITH PLATE AD - 'I OLTOR DR CRATE SINGLE URB A.,. i IS RNG. CMA, a THCK TL WITH MAX. I- GROUT PER JOINT. MNEIu z m 'COVER STAB i Mn/DoT 4022A MAXIMUM 015 CE As PER RECAST SEGMENTS AS FIRST' STEP S♦'' I MI!/DOL STANDARD REODIRED IN I FOOT PPIAT£ dIBOJ MULTIPLES PRECAST LGWER SECTION A FSEAL PIPE A MINIMUM 36" HIGH C. . Ar, HBWNTN CROIR JI. 005L (EH LOWER/SECTION£ ' NOTES:I S''� (`MANHOLE INVERT SHALL 6E RENFORCINC. SLOPED TO PROVIE SNOo1N SINGLE UNE STEEL MBE FABRIC LOW FORM TO OUTLET. HAVING AN AREA OF NOT 1E5 THAN (SEE SECTION A A) 0.,2 5O. IN. PEA FDCT OF HEIGHT. STANDARD STORM MANHOLE - CATCH BASIN MINIMUM COVER FLOW LINE - TO TOP OF PIPE = 2 FEET NO SCALE 'l� �l$e FO STANDARD PLATE NO. G 406 RIPRAP REQUIRED: MrSTD. PLATE STR �// TIETnEN1.,6T��NINTSPNTNR�Pu�IaDiLL, STu P`S'MSEwx DE BOLT FABENERSPERIOINTINSTALLEO. M< uEG FROM iOPORBOTTOm OFPED, �RftRMP.uEiA1L ISES/B TIEPORPIPE512ESIPT - SF M.DEFORPIPE5ME53PTOSS•. LOSFS O_ Req.tNPON U UER�Sx'TP.WU TEENN CT' TRASNhL w WILL'B UNDER EQ G_` Ery cvp4PA /P Sc+N RO PLATE 52v BI MAT BE INUNIUUAL-.ESSH,LLNOT WENCH sDrEN- IK.B ER�Pr MIN TNosE usEu mtis _ /,• de TOn I -T/4' 1 I 12 l TOFA_ _' UARU70— T .-A .+ BEA-PAEPIGTION. INLET & OUTLET F.E.S. L STRM3� =1mWITH TRASH GUARD ®®I 0 �0®C� - 0m® [ODCLID]0®CE'cf!)D� ®�FmCDFiI�L�ID®mCFaLEYiI�m[SDSJO�[*� 'E� �[fs'Di�el��®C0�[bSSel®mIJ�IO� �0 oa®®m© mm Rom ®m . , TlT.s'St®mCbl E�i®®Ev^Jr 0®P 0 ".,- ®® I RRROW - L PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL 7200 Hemlock Lane, Suite 300 MapleGrove, MN 55369 763.424.5505 _W.loucksin,.wm IherebYartlH+batthu Ple,s eufic part wes r711.1111unap m mr era d,at i; u�en,.a re ��s((Laf- lam of the Sale al MlnpeXep� d w. maLow,-PE 20383 L.uCkE P jest Na. 15423 PrCj.CtL ad TWM D— By Ch k dBy TWM Review Date 01-13-15 C171 EXISTING CONDITIONS C271 SITE PLAN C4-1 GRADING PLAN_ 932 SWPP C3 3S WPP DETAILS C374 _ _SWPP DETAILS C41 UT)UTYPLAN CS 1 DETAILS SHEET L11 LANDSCAPE PLAN L12 - LANDSCAPE DETAILS.