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2006.08.14 PC Meeting PacketCRYSTAL PLANNING COMMISSION AGENDA SUMMARY August 14, 2006 7:00 p.m. Crystal City Hall - Council Chambers 4141 Douglas Dr N A. CALL TO ORDER B. APPROVAL OF MINUTES • July 10, 2006 regular meeting* C. PUBLIC HEARINGS 1. Consider Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan Review) for a 4 story, 75 -dwelling -unit senior cooperative on a portion of the property at 3420 Nevada Avenue North.* 2. Consider Application 2006-15 for a Variance at 4510 Brunswick Avenue North.* D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION 1. City Council actions on recent Planning Commission items* 2. Staff preview of likely agenda items for September 11, 2006 meeting G. OPEN FORUM H. ADJOURNMENT *Items for which supporting material will be included in the meeting packet CRYSTAL PLANNING COMMISSION July 10, 2006 A. CALL TO ORDER The regular meeting of the Crystal Planning Commission convened at 7:00 pm with the following members present: Sears, Whitenack, VonRueden, Buck, Hester, Brennan and Strand. Also present for the city were the following staff. Matthews and Sutter. B. APPROVAL OF MINUTES Moved by Commissioner Whitenack and seconded by Commissioner Buck to approve the minutes of the June 12, 2006 regular meeting. Motion carried. C. PUBLIC HEARINGS 1. Consider Application 2006-13 for Site & Building Plan Review, Variances, and Vacations of a Drainage & Utility Easement to allow construction of 21 garage stalls serving an existing 33 unit apartment complex at 5324-5332-5340 Hanson Court. Mr. Sutter summarized the staff report, and stated that multiple actions are requested for this item. Discussion commenced among the commission members and Mr. Sutter to clarify the different aspects of this application. Public Hearing opened. Mr. Joseph Noonan of TMC Management Corporation spoke to the commission about the various reasons and ideas that are still being considered. Mr. Noonan stated that to date the owner of Minnesota Grinding is unwilling to sell the part of his 5316 Hanson Court property that could be utilized. Mr. Noonan also stated that the garages and parking spaces could be configured so there is no net loss. Mr. Sutter agreed. Public Hearing closed. Mr. Sutter stated that he would briefly go over each item as the meeting progresses. Mr. Sutter stated that in Item (1) the staff recommended maximum structure coverage percentage should be changed from 66% to 70%. Commissioner Whitenack asked for clarification of what is included in structure coverage. Mr. Sutter explained that it includes not only buildings but also pavement, basically anything other than landscaping. Moved by Commissioner Buck and seconded by Commissioner Whitenack to recommend to the City Council to approve the requested variance from 514.41 Subd. 7, to increase the maximum structure coverage from 60% to 70 % Findings of fact are as outlined in the staff report. Motion carried 2(a). Moved by Commissioner VonRueden and seconded by Commissioner Brennan to recommend to the City Council to deny the requested variance from 514.41 Subd 8, to reduce the front building setback from 30 feet to seven feet. Findings of fact are as outlined in the staff report. Motion carried Mr. Sutter stated that in Item 2(b) the staff recommended variance should include the side street setback in addition to the front setback. 2(b). Moved by Commissioner Whitenack and seconded by Commissioner Strand to recommend to the City Council to approve the discussion of an alternate variance from 515.17 Subd. 4, to reduce the front and side street parking lot setbacks from 30 feet to 5 feet. Findings of fact are as outlined in the staff report. Motion carried 3(a). Moved by Commissioner VonRueden and seconded by Commissioner Buck to recommend to the City Council to deny the requested variance from 515.41 Subd. 8, to reduce the side and rear setbacks from 15 feet and 3 feet, respectively, to 2 feet. Findings of fact are as outlined in the staff report. Motion carried 3(b). Moved by Commissioner Whitenack and seconded by Commissioner Strand to recommend to the City Council to approve an alternate variance from 515.41 Subd. 8 to reduce the side setback from 15 feet to 5 feet. Findings of fact are as outlined in the staff report. Motion carried Discussion commenced among the commission members and Mr. Sutter to clarify the next item of this application. 4. Moved by Commissioner Brennan and seconded by Commissioner VonRueden to recommend to the City Council to approve the site and building plans for new detached garages at 5324-5332-5340 Hanson Court. Conditions of approval are items A through M as outlined in the staff report. Motion carried Commissioners expressed concern about not specifically stating that the variances depended on the presence of the existing buildings. Mr. Sutter suggested adding another motion at the end to address this concern. 5. Moved by Commissioner Strand and seconded by Commissioner Whitenack to recommend to City Council to approve vacation of the existing drainage and utility easement on the northwesterly 5 feet of the Property. Conditions of approval are items A through K as outlined in the staff report. Motion carried 6. Moved by Commissioner VonRueden and seconded by Commissioner Brennan that the variances shall not be effective until all three parcels are combined into a single parcel for zoning and tax purposes; and that the variances shall cease upon any of the three apartment buildings ceasing to exist. Motion carried D. OLD BUSINESS E. NEW BUSINESS F. GENERAL INFORMATION Mr. Sutter handed out general information items 1 & 2 to the commissioners. Mr. Sutter mentioned that a senior apartment building proposed for 35th and Nevada may be on the August agenda for the Planning Commission. G. OPEN FORUM H. ADJOURNMENT Moved by Commissioner Whitenack and seconded by Commissioner Strand to adjourn. Motion carried. The meeting adjourned at 8:27 p.m. Vice Chair Sears Secretary Strand M E M O R A N D U M DATE: August 10, 2006 TO: Planning Commission (August 14th meeting) FROM: John Sutter, City Planne SUBJECT: Public Hearing: Consider Application 2006-14 for Planned Development (Preliminary Plat, Rezoning, and Site & Building Plan Review) for a 4 story, 75 -dwelling -unit senior cooperative on a portion of the property at 3420 Nevada Avenue North. A. BACKGROUND The subject property is an 8.216 acre site owned by Olivet Baptist Church. It is addressed as 3420 Nevada Avenue North (P.I.D. 20-118-21-21-0008) and legally described as Lot 2, Block 1, Mount Crystal Addition. United Properties and Olivet Baptist Church have submitted a Planned Development application for a senior cooperative ("Applewood Pointe") to be located on 3.747 acres generally located at the southeast corner of 35th and Nevada Avenues, west-northwest of the existing Olivet Baptist Church building. The specific elements of the application are as follows: ■ Preliminary Plat of Applewood Pointe Crystal, which would divide the subject property into two parcels: Lot 1 (3.747 acres) for the Applewood Pointe senior cooperative, and Lot 2 (4.469 acres) for the existing Olivet Baptist Church. ■ Rezoning of Lot 1 from R-1 (Low Density Residential) to R-3 PD (High Density Residential Planned Development). Site & Building Plan Review to construct a 4 story building with 75 dwelling units on Lot 1, together with various site improvements including parking and landscaping The property is presently zoned R-1 Low Density Residential. A Comprehensive Plan Amendment was approved by the City Council on June 20, 2006 to change the future land use designation of Lot 1 from Low Density Residential to High Density Residential. The proposed R-3 zoning would be consistent with the new Comprehensive Plan designation; the proposed Planned Development zoning would provide flexibility regarding particular provisions of R-3 zoning including a 3 story building height limit. Notice of the public hearing was published in the Star Tribune on August 5, 2006 and the Sun Post on August 10, 2006. Notice was mailed to all Crystal property owners within 700 feet of the subject property, and was also mailed to the City of New Hope for them to notify property owners in their city. PLANNED DEVELOPMENT - APPLEWOOD POINTE (3440 NEVADA) PAGE 1 OF 5 The following Exhibits are attached: A. Parcel address map showing the subject property and notification radius. B. Aerial photo showing the subject property. C. Narrative submitted by applicant. D. Comments received from West Metro Fire Rescue District. E. Color rendering of overall site plan. F. Survey and Preliminary Plat prepared by Sunde Land Surveying. G. Civil engineering plans prepared by MFRA. H. Landscape plan prepared by Brauer. I. Building plans prepared by JSSH Architects. B. STAFF COMMENTS 1. Preliminary Plat. The Applewood Pointe Crystal preliminary plat would be in full compliance with the requirements of city code, provided the proposed site improvements are installed as shown on the other submitted plans, and provided that Lot 2 is subsequently combined for zoning and property tax purposes with the adjacent ball field parcel also owned by Olivet Baptist Church. The ball field parcel is addressed as 3415 Louisiana Avenue North (P.I.D. 20- 118-21-24-0017) and legally described as Lot 3, Block 1, Mount Crystal Addition. The church parcel combination is necessary for its boundary with the development site to be considered a side yard (min. 15' setback) instead of a rear yard (min. 30' setback). Such a combination can be accomplished administratively by city and Hennepin County staff. It would yield the following two parcels: Applewood Pointe Senior Cooperative (the development site): Proposed address: 3440 Nevada Avenue North. Proposed legal description: Lot 1, Block 1, Applewood Pointe Crystal. ■ Olivet Baptist Church: Proposed address: 3420 Nevada Avenue North (same as current church parcel). Proposed legal description: Lot 2, Block 1, Applewood Pointe Crystal and Lot 3, Block 1, Mount Crystal Addition. City code requires that a fee in lieu of park dedication be paid at the time the Final Plat is approved. The fee is $1,000 per dwelling unit, or $75,000. Fees paid in lieu of park dedication are placed in the capital fund for improvements to the city's park system. 2. Rezoning of Lot 1 (3440 Nevada) to a High Density Residential Planned Development. As previously discussed, the area corresponding with Lot 1 was recently guided for high density residential development of up to 22 dwelling units per acre. The proposed density is 20 dwelling units per acre. The building height would be 4 stories and approximately 60 feet. In the R-3 district, the maximum building height is 3 stories or 40 feet. The added Planned Development designation would allow the height limit to be exceeded. However, PLANNED DEVELOPMENT - APPLEWOOD POINTE (3440 NEVADA) PAGE 2 OF 5 it also requires, without exception, that the building setback to be increased to match the building height. The submitted proposal shows a minimum setback of 30 feet. United Properties has been unable to make the project work on this site in a way that complies with the building height setback requirement. Normally, we would not reconsider the code based on the fact that a single project is unable to comply. However, in this case staff believes that this project may have revealed a flaw in the code that needs fixing. For this reason, staff intends to brings a Zoning Ordinance text amendment to a public hearing at the September 11 Planning Commission meeting. We would prepare suggested changes to this particular provision of the Planned Development section of the zoning code based on consistency with the overall intent of that section as well as how other cities' codes would apply in similar circumstances. The building height setback requirement was present in the pre -2004 code as well as the current code. Staff believes that the requirement may make sense in many cases, but not necessarily all cases. For example, when an abutting property is zoned and used for high density residential, it may be less important to require that the building setback match the building height. Also, if a building height setback requirement was applied throughout the city, nearly all houses in Crystal would be non -conforming, even ramblers. Furthermore, flexibility is one of the main reasons to have Planned Development provisions in the code; the building height setback requirement appears to conflict with that purpose, at least as currently written with no provision for exceptions. Because it is possible that the code may be modified by the City Council sometime after the September 11th Planning Commission meeting, staff is proceeding with the review of the other elements of the proposed Applewood Pointe project. Final approval of the submitted plans would not occur unless the code change is adopted by the City Council. 3. Site and Building Plan Review. a. Maximum coverage and floor area. The maximum hard surface coverage is 60%; the proposed hard surface coverage is 50%. The maximum floor area ratio is 1.0; the proposed floor area ratio is 0.8. b. Parking and driving areas. The plans show 75 garage spaces in the basement of the building plus 39 surface parking spaces in the area east of the building. City code requires only 1 space per dwelling unit for senior housing, of which at least 50% must be within a building. The project would provide 1.5 spaces per dwelling unit, of which 66% would be within the building. All surface parking spaces are at least 9 feet wide and 18 feet deep. The proposed two-way drive aisles would be 24 feet wide (which is our minimum); one-way aisles would be 15 feet wide (our minimum is 12 feet). It should be noted that the proposed changes on the church property may reduce the parking below the minimum required by city code. If so, this PLANNED DEVELOPMENT - APPLEWOOD POINTE (3440 NEVADA) PAGE 3 OF 5 project would need to include construction of additional parking areas on Lot 2. Staff is still waiting for an inventory of uses from the church so we can determine the parking requirements under city code. C. Vehicular access. The main access point, for all visitors plus residents entering the basement garage, would be on Nevada Avenue which is a 40 foot wide state aid street. 2005 counts showed 1,054 trips per day on this segment of Nevada Avenue. This traffic volume is far below the design capacity of the street. The secondary access point, for residents leaving the basement garage, would be on 35th Avenue which is a standard 30 foot wide local street. No counts have been done on 35th, but the traffic volumes would be well within the limits for a local street. Concerns about existing cars and headlight glare have been expressed by the owner of the Barcelona apartments directly across 35th Avenue from the site. Staff believes that the nature of the proposal (senior housing) will minimize the amount of traffic exiting onto 35th Avenue, especially after dark when headlight glare would be an issue. The use of 35' Avenue, as an exit only, and only for residents leaving the basement garage, is appropriate for the site and surrounding uses, and is not something warranting modification. d. Pedestrian access. Presently the site is not served by any public sidewalks. The sidewalk policy plan adopted in 2004 shown the need for a future sidewalk along Nevada Avenue from 32nd to 36th. The City Engineer is recommending that the developer be required to install a sidewalk along Nevada Avenue on the west side of Lot 1 (approx. 660 feet). However, this requirement only makes sense if the city completes the remaining 1,980 feet of that sidewalk segment. The City Engineer would propose using state aid funds for the city's segment. The sidewalk would be 5 feet wide, located directly behind the curb, and would be maintained and plowed by the city per standard practice. e. Utilities. Water and sanitary sewer would be provided from existing mains located under or adjacent to Nevada Avenue. Storm sewer connections would be made on Nevada Avenue and at the intersection of 35th and Nevada. On-site storm water ponding would be required; a separate application is being made to the Bassett Creek Watershed. Private utilities (Centerpoint, Xcel, Qwest and Comcast) would be provided underground. f. Landscaping. The landscape plan includes 18 shade trees, 17 evergreen trees, 15 ornamental trees, and various bushes and shrubs. Staff finds the landscape plan generally acceptable but would require three additional shade trees as noted on the plan. Also, sodded areas must have an irrigation system. The plan shows a viewing bench just north of the storm water pond, and garden plots located at the east end of Lot 1 between the church and 35th Avenue. These amenities fulfill the requirements of city code for on-site outdoor recreation space. PLANNED DEVELOPMENT - APPLEWOOD POINTE (3440 NEVADA) PAGE 4OF5 g. Proposed building. The building would have four floors on top of the basement garage. The 75 dwelling units would range in size from 835 to 1,634 sq. ft. gross floor area. There would be 1 - 1 BR unit; 4 - 1 BR+den units; 41 - 2BR units; and 29 - 2BR+den units. There would also be various common areas including a great room for events, screen porch, sun room and game room. Exterior materials would be a mixture of cultured stone and vinyl siding in a variety of patterns. The gabled and hipped pitched roof does add to the building height, but staff believes it does so in a manner that helps soften the building's appearance. It also encloses the tops of the elevator shafts and other possible rooftop equipment. Other than the comments provided separately by West Metro Fire Rescue District, staff has no concerns or suggestions regarding the building. h. Ownership structure. The project would be a cooperative ownership arrangement, whereby residents own a pro -rated share of the entire facility. This ownership structure is becoming increasingly common in the Twin Cities region, especially in projects tailored to the desires of active, independent -living seniors. C. RECOMMENDATION Because the current building height setback requirement would preclude construction of the project as proposed, the Planning Commission is not being asked to make a recommendation to the City Council at this time. This does provide an opportunity for the Planning Commission to review the project, take public comment and provide direction to the developer and city staff. For this reason, staff recommends that the Planning Commission open the public hearing, take any public comment offered, close the public hearing, ask questions of city staff and the developer, and then continue this item to the next Planning Commission meeting on September 11, 2006. At that meeting, there would be a public hearing on the possible amendment to the building height setback requirement; then the Planning Commission would be asked to make a formal recommendation to the City Council regarding this particular project. 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(Lot dime IPROPEftTY SEARC I For quicker respc information on su 'Recenter on clicl Show: )Aerial Photos I 41, 2004* Aerials I RV City Names W Street Names R Address Numt *Mpls. aerials south of F from 2003 Lot lines different f Last update: 2/24/2006 at 3:30 PM -- READ IMPORTANT DISCLAIMER INFORMATION BELOW C..I.i.c.-K.--fo-r-deta-i-le-d-.i..n.f-o.r.m.-at-io-n on this parcel. Property ID Approximate Property Approximate Property Perimeter Area 20-118-21 21-0008 2,436 ft. 359,139 sq.ft. = 8.24 acres EXHIBIT B Jnub I i eDarcefimaLye/hCDr0DcrtvmaD. aSDX?PID=2011 82121000 8 08/10/2006 July 21, 2006 Mr. John Sutter City Planner City of Crystal 4141 Douglas Drive North Crystal, MN 55422-1696 Dear John: Enclosed please find our submittal package for the proposed Preliminary Plat Building Permit and Planning Development Agreement for a new 75 unit senior cooperative at 3440 Nevada Avenue North in Crystal, MN. Included in this package is a copy of the application check, preliminary plat, architectural site plan, floorplates, building elevations, along with the grading, utility, and landscape drawings for the proposed property. John, you will see we have modified the site plan from previous conversations; we have moved the property boundary on the North side of the school to allow the church to retain 15 additional stalls. Oliver Baptist Church will be supplying you with a list of their existing parking to be deleted due to our development along with the seating capacity of the sanctuary and a list of all the uses currently used on the church property. After the determination has been made in regards to the amount of parking stalls, we will work with Oliver Baptist Church and the City of Crystal providing the necessary parking stalls in convenient locations to accommodate those uses. John, I will also be providing you with 30 books showing the existing locations and renderings or pictures of the five other Applewood Pointe projects to forward to the Planning Commission and the City Council. If you have any questions regarding this submittal or need additional information, please feel free to call me. Best regards, C Tony Kue Project Manager Development Enclosure TJK/jlk m W 3500 American Blvd. W., Minneapolis, MN 55431 952.831.1000 fax 952.893.8206 www.uproperties.com 96 Narrative United Properties is requesting preliminary plat, building permit, and PUD Agreement approval for an approximate 75 -unit senior housing cooperative at 3440 Nevada Avenue North in Crystal. This approximate 75 -unit senior housing facility being referred to as Applewood Pointe Cooperative of Crystal will be the sixth Applewood Pointe Community development United Properties has completed in the Twin Cities metropolitan area. United Properties has conducted various market studies and focus groups for the Crystal area, and found the senior housing facility of Applewood Pointe Cooperative of Crystal to be favorable. Cooperatives meet the needs of senior who are (1) looking for an easier place to live, (2) are not yet ready to pay for extensive services, (3) want to retain benefits of ownership, and (4) want to live in a home that will adapt to their aging needs. The design concepts; adaptable with aging needs, interior circulation and extensive community facilities, all housed in a building owned completely by its residents, have provided a highly desirable response to those needs. The typical resident's age range averages from 56 to 92 with a profile of an independent and mobile senior that will relocate within 5 miles of the site. This person is typically moving out of single family home within this 5 mile area. Some of the typical amenities include community room, community kitchen, craft and exercise room, workshop, guest room, heated parking, and library. The proposed Applewood Pointe Cooperative of Crystal will sit at the southeast corner of Nevada Avenue North and 35h Street north adjacent to the Olivet Baptist Church. This will be a 4 -story building that will include all of the amenities listed above. There is one underground parking stall for each unit, with 39 additional parking stalls for guests and visitors. The exterior of the building will be a mix of stone, glass and various siding materials. The grounds of this 3.7 acre site will be extensively landscaped per the attached landscape plan. WEST METRO FIRE -RESCUE DISTRICT Serving the Cities of -Crystal *New Hope 42 51 Xylon Ave N. New Hope, MN 55428 Voice 763.537.2323 Fax 763.537.5333 August 1, 2006 JSSH Architects, Inc. 14525 Highway 7, Suite 375 Minnetonka, MN 55345 Re: Architectural Plan Review for Applewood Pointe, Crystal To Whom It May Concern: A preliminary architectural plan was reviewed on 08-1-2006, for a building at 3420 Nevada Ave North and has been completed by West Metro Fire Rescue Prevention Staff. The following items shall be addressed per the 2003 Minnesota State Fire Code, NFPA standards, and West Metro Fire Rescue District Policies: 1. Provide a utility plan showing where the hydrants are located, where the water will be coming into the building. 2. Per District Policy, the hydrant provided shall be within 100 feet of the fire department connection. Please provide location of fire department connection. West Metro Fire - Rescue -Districts will be requiring the fire department connection to be located by the front entrance. 3. The building shall be fully sprinklered for a R-1 occupancy. MSFC Section 9032.7. 4. Standpipes are required for buildings that are 30 feet or over 3 stories in height per MSFC Section 905.3.1. When hose connections and hose racks and reels are required by Fire Code, the Fire Prevention Staff shall require deletion of these with the substitution of Class I standpipes located at exits as equivalent protection. The Fire Prevention Staff shall approve where the hose connections will be located. 5. Per West Metro Fire -Rescue Policy in apartment buildings where the horizontal travel distance is over 100 feet, the District shall required standpipes every 100 feet to ensure that the fire fighters can reach each unit. 6. Provide square footage of the building in order to figure out what fire flow will be required and how many hydrants will be required per code. 7. The water main going into the building shall be split into two separate water mains for domestic/fire. www.westmetrofire.com Z X W Preliminary Plan review for Applewood Apartment August 1, 2006 Page Two 8. The fire lanes shall be reviewed once the hydrant locations shown. To start out with the circle area shall have fire lane signage on both sides of the circle. The access driveway to the garage entrance to 35th will need to verify width of the drive. If under 20 ft will need to be fixed. There is a possibility that fire lane signage will be required at this driveway. 9. A fire department lock box shall be provided. Order info and mounting location will be provided by Fire Inspector. The lock box shall be located by the fire department connection. 10. The address shall be visible from the address side of the building or if not the address shall be located out near the address street side. 11. The travel distance for egress should be re-evaluated for each floor. MSFC Section 10042.4 requires R occupancy to be no more that 250 feet when the building is sprinklered. This appears to be really close. May need to add a middle egress. 12. Fire alarm system is required for a R-1 occupancy. MSFC Section 907.2.8. 13. It appears that there is a possible dead end on each end of the hallways on each floor. This shall be re-evaluated and adjusted if need be. Dead ends shall not be more than 20 feet. MSFC Section 1004.3.2.3. 14. All mechanical, electrical and sprinkler riser room doors shall be labeled. If you have any questions or concerns, please call Prevention Staff at (763) 354-7784. Sincerely, % Shelby Wolf Fire Inspector APPLEWOOD POINTE PROJECT AREA MWM Ul Z�Pno U@WD(A [P@IH" (W POINTS OF INTEREST - Pond overlook with swinging bench CDU N I T E D Community garden space P R 0 P E RT I E S ARY '3TH )006 Ornamental & natural plantings placed around the site North 108RAUER & ASSOCIATES, LTD. 0 20' 400 1,11 7ND USE PLANNING AND DESIGN SCALE: 1" = 20' EXHIBIT E r GRASS A, It fill ail I I 1 11 Jill 11 1 11 1 1 , II f - gi 1 111 9 - - 2 v JAND 1111 AIA p 11111 lilt -NA. A. A V11 Ant, 11111111 SII •.AS t S A N G R A I s s 42, AS -tt ET rff, III III S.". 479 A. G. 0 \ol M T . . t T It HAI =1:0 G R A S W It I Z. CT 2 PLACE,Mt 7 �m Illi IIS4 MURCH A'. '6589'11['10',' 3120 N VADA AVEN E N. AIS. 0 1. v -Al T Ix,A D.O., .t.1 7 w w.GAS 21W - m-_ GN D--. -I. I G. D-• -.I.. G R A! S .:.II'.' U.7 ----------- lS .2 =1 A 1A' 111 1I -d. d A, opo,i0l ..I. ;Z PO D -I., .... T Mr.d D I-,- '.. 1117 1p R I�) Ssr S G -W.. TGA A, T, 'P. A p.ITU. 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G. 0 \ol M T . . t T It HAI =1:0 G R A S W It I Z. CT 2 PLACE,Mt 7 �m Illi IIS4 MURCH A'. '6589'11['10',' 3120 N VADA AVEN E N. AIS. 0 1. v -Al T Ix,A D.O., .t.1 7 w w.GAS 21W - m-_ GN D--. -I. I G. D-• -.I.. G R A! S .:.II'.' U.7 ----------- lS .2 =1 A 1A' 111 1I -d. d A, opo,i0l ..I. ;Z PO D -I., .... T Mr.d D I-,- '.. 1117 1p R I�) Ssr S G -W.. TGA A, T, 'P. A p.ITU. A JAI ll "AD-011 I- N-S D -1 D -t., Ilk GRASS Qf. 4�1 V A. T i PRDPOSEEMCESS AND 10• PARKING EASEMENT .0 LARE21.09I SO. 11. % 7 2 911 A- "•'' ., It, I 1_�J,,jj I `it0 W. L N89'59'50"W 56a 421 ........ US AVE M A 'RETE 11. -E ,.v -4 IG F, c LRIA Alt.II I ARIES IM I,- MRIETSRto N 4; 1 \ -1.1 d .1 4.1. P-1d.d --t STATE ONE -1 .1• P -1t. -It. 1A.0. f �UIRIAA '1,, 1. - P4. ITd 111.1I1,"*1:,1�.T1.11.* I C -p-, -1-t 1, c T• A. WA 1A. A, I. _n At AGA A. It P., AA CRASS 4 .. "... . 'k R __S" _ _ _ _� • A LL.: 2 _. ItU.I' -AAA. T- . 1S- S .. 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THIS ODADTY LE`AL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CRASCE 38-02 TITLED -STANDARD GUIDEUNES FOR THE COLLECTION AND DEPICTION OF EASTING SUBSURFACE UTUTY DATA' THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EMSTNG UTIDTES BEFORE COMMENCING WORN, BY CONTACTNG THE N07IRCATIM CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RES'ONSUE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY MS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY ANO ALL UVUTES (UNDERGRCMD AND OVERHEAD). .V+ur��•\Ux+rA»\e.q\pwxpaxc\rx+ri\+suss-o+EwSrxG Caxoinoxse.q Brru uyw ov si-D,r-�- / -------'-7 LEGEND EXISTING CONTOUR EXISTING STORM SEWER EXISTINGSANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTNG CURB LINE EXISTING TREE LINE EXISTING LOT LINE EXISTING RIGHT OF WAY PROPERTY LINE -sr Mn rno----- Osav ce --a. 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A v \ _ I III I 1111 // % I Ad II C R E T\ . ,ai TuMiaoo IIF:53 \\ � — II A-.— --- —'— =1.,u— -_mss 9 I : r up J r : �*" 'x �✓ �� ; ; _. 3 , ...& — i " a •$ 3 a ' ate .. ,� -. � a y T i_ ! — °w -€all Ale ex SUBSURFACE UTILITY INFORMATION SI10WN ON THESE PLANS IS A UTIUTY OUAUTY LEVEL 0. THIS OUAIITY LEWL WAS DETERMINED R"-�CILURE ORDING TO TIVE GLIIOELN6 OF CYASCE 38-02 TITLED-GTANpARD GUIDELINES FOR THE LCl1EL'1- AND DEPICTION OF EXISTING SURFACE UTILITY DATA- THE CONTRACTOR AND/OR SUBCONTRACTORS . LL DETERMINE ME EXACT LOCATION OF ALL E%ISTING TIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR /Oi SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER TO EXACTLY LOCATE AND PRESERIS ANY AND ALL UNUTIES (UNDERGROUND AND OVERHEAD). E oar:\uxnso»Wy\uvxMAxc\rnu\,so»-omE"Wna.ey LEGEND EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB LINE EXISTING TREE LINE EXISTINGLOT UNE DENOTES ITEMS TO BE REMOVED 1210—�--- USAN MM w�srs --�C19 — w'av w -- W_ X-0 GAS — aVE— —UG -1— w 0 40 80 SCALE IN FEET a WH 42 7=z:_ s19.2 i ---- --JP.i------�- \pZ5y5ZO B ML I Z dl Z J = a I F I x � � Q F I � I H rt MINES iii!®� v�■©�i■il d � d ---------- -----------'— -- --- .� — ___ —" __. ...__.�..._...—� .. _..—..ter—._—._.—..." A -- ea•, I ev• Pnw I � o ME SUBWRFACE UTILITY INFORMATION SHOW ON MEVEL ESE PLANS IS A UTILITY QUALITY LD. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO ME GUIDELINES OF CIIASCE 38-02, TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA" ME CONTRACTOR MD/OR SUBCONTRACTORS SHALL DETERMINE ME DUCT LOCATION OF ALL EXISTING UTUTES BEFORE COMMENCING WORK. BY CONTACTING ME NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). ME CONTRACTOR AMU/OR SUBCONTRACTOR AGREE TO BE FULLY RES'ONSBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL UNITIES (UNDERGROUND ANO DVEMEAO). SITE GRADING NOTES A PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DEMOTE GUTTER GRADE B. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY WAUTY LEVE. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDEUNES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTUTY DATA TIE CONTRACTOR AND/OR SUBCONTRACTORS MALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). TLE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TD BE FULLY RESPMSIBLE FOR ANY AND ALL DAMAGES MICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CMFUCT WTH THE PROPOSED IMPROVEMENTS SROM ON THE PLANS C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TD AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WLL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 0. SAFETY NOTICE TO CONTRACTORS M ACCORDANCE NTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WLL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF TRE WORK. THIS REQUIREMENT WILL- APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION RENEW OF THE CMIRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR TIE CONSTRUCTION SITE E THE CONTRACTOR SHALL COMPLETE TIE SITE GRADING CONSTRUCTION IN ACCORDANCE NTH THE REQUIREMENTS OF ME OMER'S SOLS ENGINEER ALL SOL TESTING SHALL BE COMPLETED BY THE OWNER'S SOLS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOL TESTS AND INSPECTIONS NTH THE SOLS ENGINEER. A GEOTECHNICAL ENGINEERING SOLS REPORT HAS BEEN COMPLETED BY: CONPMY.BRAUN INTERTEC CORPORATION ADDRESS.11001 HAMPSHIRE AVENUE SOUTH MINNEAPOUS. MN 55438 PHONE 952 -W5 - DATED: 2 -15 - THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOLS REPORT. F. PRIOR TO PLACEMENT OF TIRE AGGREGATE BAST: A TEST ROLL WLL BE REOUIRED ON THE STREET AND PARKING MEA SUBGRADE ME CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A (ROSS WEIGHT OF 25 TONS TRE TEST ROWING SHALL BE AT THE DIRECTION OF TRE SOLS ENGNEER AND SHALL BE COMPLETED IN MEAS AS DIRECTED BY THE SOLS ENGINEER. 111E SOLS ENGINEER SHALL DETERMINE WHICH SECTIONS OF ME STREET OR PAWING AREA ARE UNSTABLE CORRECTION OF THE SU8GRADE SOLS SHALL BE COMPLETED IN ACCORDANCE NTH ME REQUIREMENTS OF THE SOLS ENGINEER. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS DIRECTONPL SIGNS. RAGMEN AND UGHIS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SMALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANOMDS H. ME TREES AND OTHER NATURAL VEGETATION WITHIN ME PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO ME CONTRACTOR'S OPERATIONS. HE WLL BE REWIRED TO PROTECT THE TREES WHICH ME TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL DOERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES SHOULD MY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF TRE CONTRACTOR'S EQUIPMENT. HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO ME BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN ME BREAKING OF MY UMBS. THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LISTING DAMAGE TO ME TREE NO TREES SMALL BE REMOVED WTHWT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICESSHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WLL BE MADE I. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER UC VATTED OR REGRADED AND STOCKPILE ON MEAS D ATTR ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBMKME14T AREAS, OUTSIDE OF BUILDING PADS. ROADWAYS AND PAWING MEAS TRE CONTRACTOR SHALL SUBWT CMR MERE ERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 RICHES RE'SPREAD TOPSOIL IN AREAS MERE BE TURF IS TO ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. J. FINISHED GRADING SHALL BE COMPLETED, TIE CONTRACTOR SHALL UNIFORMLY (RADE AREAS "THIN LIMITS OF GRADING, INCLUDING ADJACENT TRA1,19TION AREAS. PROVIDE A SMWTH FINISHED SURFACE WIMIN SPECIFIED TOLERANCES. WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ME MOM. OR BETWEEN SUCH POINTS AND EXISTING GRADES, AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS. TRAJFTC AND ER09ON. REPAIR ALL MEAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. K. TOLERANCES I. THE BUILDING 9UBGRADE FIN19RED SURFACE ELEVATION MALL NOT VARY BY MORE MAN 0.30 FOOT ABOVE ON 030 FOOT BELOW, ME PRESCRIBED ELEVATION AT MY PONT WERE MEASUREMENT IS MADE 2 THE STREET OR PAWING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE MAN 050 FOOT MOVE OR 0.10 FOOT BELOW, UNE PRESCRIBED ELEVATION OF MY PONT MERE MEASUREMENT IS MADE 3. AREAS MICR ME TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW ME REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF ME SPECIFIED THICKNESS L AFTER ME SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOL MATERIAL EXISTS ME CONTRACTOR SHALL TRANSPORT ALL EXCESS SOL MATERIAL OFF ME SITE TO AN AREA SELECTED BY ME CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE M. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, ME CONMACTOR MALL SEED AND MULCH MOB AREAS AS DIRECTED BY ME OWNER. THE SIDING SHALL COMPLY NM MN/DOT SPECIFICATION NO. 387B NM ME USE OF MN/DOT MIXTURE NO. 506 OR 250 OR AND APPLIED AT A RATE OF /W POUNDS PER ACRE ME SIDED AREA SHALL BE MULCHED. THE MULCH STALL COMPLY NM MN/DOT SPEOFICATION 3882. TYPE I. THE MULCH SHALL BE APPLIED AND ANCHORED M ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, P. MULCH SHALL BE APPLIED AT ME RATE OF 2 TONS PER ACRE THE MULCH SHALL BE ANCHORED NM A DISC. CLWBUSTER OR OMER APPROVED EQUIPMENT. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND ARWH CED IN AREAS ERE ME SLOPE EXCEEDS 11. N. ME CONTRACTOR SHALL DETERMINE ME LOCATION OF MY HAUL ROADS THAT MAY BE REWIRED TO COMPLETE ME SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "911 MAP". THE CONTRACTOR SHALL COMPLY NM ME REQUIREMENTS OF ME GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS MICU ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 0. FELL PLACED WEWN ME BUILDING PM AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES MD DATA SLEET 79G. R IF ME CONTRACTOR ENCOUNTERS MY DRAIN TLE WITHIN ME SITE HE OR SHE SHALL NOTIFY ME ENGINEER NM ME LOCATION, SZE. INVERT AND IF THE TILE UNE IS ACTIVE NO ACTIVE MAN TILE SHALL BE BACKFILLED WITHOUT RENEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. LEGEND EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED RIP RAP EMERGENCY OVERFLOW _ __ -- "•270—---- o -SAN A/FI PI'�o ---D C)3 l sM s n - -- H"GYP W W_ 14 CAS —CLUE— —UGC- - — — - •s7 AFT' 'CIF 'VVV 7 0 40 BO SCALE IN FEET --JP.i------�- \pZ5y5ZO B I Z dl Z J = a I F I x � � Q F I � I rt I � o ME SUBWRFACE UTILITY INFORMATION SHOW ON MEVEL ESE PLANS IS A UTILITY QUALITY LD. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO ME GUIDELINES OF CIIASCE 38-02, TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTIUTY DATA" ME CONTRACTOR MD/OR SUBCONTRACTORS SHALL DETERMINE ME DUCT LOCATION OF ALL EXISTING UTUTES BEFORE COMMENCING WORK. BY CONTACTING ME NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA). ME CONTRACTOR AMU/OR SUBCONTRACTOR AGREE TO BE FULLY RES'ONSBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL UNITIES (UNDERGROUND ANO DVEMEAO). SITE GRADING NOTES A PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DEMOTE GUTTER GRADE B. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY WAUTY LEVE. THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDEUNES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTUTY DATA TIE CONTRACTOR AND/OR SUBCONTRACTORS MALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). TLE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TD BE FULLY RESPMSIBLE FOR ANY AND ALL DAMAGES MICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE MY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE TIE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CMFUCT WTH THE PROPOSED IMPROVEMENTS SROM ON THE PLANS C. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TD AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WLL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 0. SAFETY NOTICE TO CONTRACTORS M ACCORDANCE NTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WLL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF TRE WORK. THIS REQUIREMENT WILL- APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION RENEW OF THE CMIRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE RENEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR TIE CONSTRUCTION SITE E THE CONTRACTOR SHALL COMPLETE TIE SITE GRADING CONSTRUCTION IN ACCORDANCE NTH THE REQUIREMENTS OF ME OMER'S SOLS ENGINEER ALL SOL TESTING SHALL BE COMPLETED BY THE OWNER'S SOLS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOL TESTS AND INSPECTIONS NTH THE SOLS ENGINEER. A GEOTECHNICAL ENGINEERING SOLS REPORT HAS BEEN COMPLETED BY: CONPMY.BRAUN INTERTEC CORPORATION ADDRESS.11001 HAMPSHIRE AVENUE SOUTH MINNEAPOUS. MN 55438 PHONE 952 -W5 - DATED: 2 -15 - THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOLS REPORT. F. PRIOR TO PLACEMENT OF TIRE AGGREGATE BAST: A TEST ROLL WLL BE REOUIRED ON THE STREET AND PARKING MEA SUBGRADE ME CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A (ROSS WEIGHT OF 25 TONS TRE TEST ROWING SHALL BE AT THE DIRECTION OF TRE SOLS ENGNEER AND SHALL BE COMPLETED IN MEAS AS DIRECTED BY THE SOLS ENGINEER. 111E SOLS ENGINEER SHALL DETERMINE WHICH SECTIONS OF ME STREET OR PAWING AREA ARE UNSTABLE CORRECTION OF THE SU8GRADE SOLS SHALL BE COMPLETED IN ACCORDANCE NTH ME REQUIREMENTS OF THE SOLS ENGINEER. G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS DIRECTONPL SIGNS. RAGMEN AND UGHIS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SMALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANOMDS H. ME TREES AND OTHER NATURAL VEGETATION WITHIN ME PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO ME CONTRACTOR'S OPERATIONS. HE WLL BE REWIRED TO PROTECT THE TREES WHICH ME TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL DOERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES SHOULD MY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF TRE CONTRACTOR'S EQUIPMENT. HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO ME BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN ME BREAKING OF MY UMBS. THE BROKEN UMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LISTING DAMAGE TO ME TREE NO TREES SMALL BE REMOVED WTHWT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICESSHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WLL BE MADE I. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER UC VATTED OR REGRADED AND STOCKPILE ON MEAS D ATTR ON THE SITE THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBMKME14T AREAS, OUTSIDE OF BUILDING PADS. ROADWAYS AND PAWING MEAS TRE CONTRACTOR SHALL SUBWT CMR MERE ERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4 RICHES RE'SPREAD TOPSOIL IN AREAS MERE BE TURF IS TO ESTABLISHED TO A MINIMUM DEPTH OF 4 INCHES. J. FINISHED GRADING SHALL BE COMPLETED, TIE CONTRACTOR SHALL UNIFORMLY (RADE AREAS "THIN LIMITS OF GRADING, INCLUDING ADJACENT TRA1,19TION AREAS. PROVIDE A SMWTH FINISHED SURFACE WIMIN SPECIFIED TOLERANCES. WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ME MOM. OR BETWEEN SUCH POINTS AND EXISTING GRADES, AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS. TRAJFTC AND ER09ON. REPAIR ALL MEAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. K. TOLERANCES I. THE BUILDING 9UBGRADE FIN19RED SURFACE ELEVATION MALL NOT VARY BY MORE MAN 0.30 FOOT ABOVE ON 030 FOOT BELOW, ME PRESCRIBED ELEVATION AT MY PONT WERE MEASUREMENT IS MADE 2 THE STREET OR PAWING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE MAN 050 FOOT MOVE OR 0.10 FOOT BELOW, UNE PRESCRIBED ELEVATION OF MY PONT MERE MEASUREMENT IS MADE 3. AREAS MICR ME TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW ME REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. 4. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF ME SPECIFIED THICKNESS L AFTER ME SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOL MATERIAL EXISTS ME CONTRACTOR SHALL TRANSPORT ALL EXCESS SOL MATERIAL OFF ME SITE TO AN AREA SELECTED BY ME CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE M. WHEN THE SITE GRADING CONSTRUCTION IS COMPLETED, ME CONMACTOR MALL SEED AND MULCH MOB AREAS AS DIRECTED BY ME OWNER. THE SIDING SHALL COMPLY NM MN/DOT SPECIFICATION NO. 387B NM ME USE OF MN/DOT MIXTURE NO. 506 OR 250 OR AND APPLIED AT A RATE OF /W POUNDS PER ACRE ME SIDED AREA SHALL BE MULCHED. THE MULCH STALL COMPLY NM MN/DOT SPEOFICATION 3882. TYPE I. THE MULCH SHALL BE APPLIED AND ANCHORED M ACCORDANCE WITH MN/DOT SPECIFICATION NO. 2575.3, P. MULCH SHALL BE APPLIED AT ME RATE OF 2 TONS PER ACRE THE MULCH SHALL BE ANCHORED NM A DISC. CLWBUSTER OR OMER APPROVED EQUIPMENT. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND ARWH CED IN AREAS ERE ME SLOPE EXCEEDS 11. N. ME CONTRACTOR SHALL DETERMINE ME LOCATION OF MY HAUL ROADS THAT MAY BE REWIRED TO COMPLETE ME SITE GRADING CONSTRUCTION AND SHALL INDICATE HAUL ROADS ON EROSION AND SEDIMENT CONTROL "911 MAP". THE CONTRACTOR SHALL COMPLY NM ME REQUIREMENTS OF ME GOVERNING AUTHORITY OF EACH ROADWAY. THE CONTRACTOR SHALL POST WHATEVER SECURITY, AND COMPLY WITH ALL CONDITIONS MICU ARE REQUIRED BY EACH GOVERNING AUTHORITY OF EACH ROADWAY. 0. FELL PLACED WEWN ME BUILDING PM AREAS SHALL BE IN CONFORMANCE WITH HUD/FHA PROCEDURES MD DATA SLEET 79G. R IF ME CONTRACTOR ENCOUNTERS MY DRAIN TLE WITHIN ME SITE HE OR SHE SHALL NOTIFY ME ENGINEER NM ME LOCATION, SZE. INVERT AND IF THE TILE UNE IS ACTIVE NO ACTIVE MAN TILE SHALL BE BACKFILLED WITHOUT RENEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. LEGEND EXISTING CONTOUR EXISTING STORM SEWER EXISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED CONTOUR PROPOSED STORM SEWER PROPOSED RIP RAP EMERGENCY OVERFLOW _ __ -- "•270—---- o -SAN A/FI PI'�o ---D C)3 l sM s n - -- H"GYP W W_ 14 CAS —CLUE— —UGC- - — — - •s7 AFT' 'CIF 'VVV 7 0 40 BO SCALE IN FEET ��-:�-Dsl- _ SEN U 1 /'W7g 4Y( /EAS • / e u 1�0%9 f7'f 633. MEAS / 1nv7,-4 �� 1\ o I 4,JJ - ------ lig ---------------------------------------I--��' __---- _ - - - -- i - _-.vz------ -9.».. - -/ 50217/'0' RTI M AI AS W 547.90 (547.81 PL1.7Y c'—---��----`---- IQ \\1 5. ------------ -- --� ISI 1�11I I�1 oil DTII III t PTE - 921.00 �' AI\11 !III 111 II it / LFE = 7 ® 1 III I lel till I'8 I'll I I H till II " I141111 II I I II II its, I 1 jI� IIII 3 I will I III1111 II 111 I 1111 IllII /}I� 920 Il l j l III 1 11 1 I ��-� III IIII 111 111 39 _ He,� �� 11 IIII III I l <v[ -'-- <_� 1 It 1111 Ill I r 9j9 HC q III III II IIII II =g 920 a � II 111111 I1 111 111 1 11 I - 111 111 I ll 1 - > X11 1111 II I a 1 _ 111 III 1 I 1/ 1 I11I1111I �10 VF. O Oi I I .r. - � AP T 3 d " -�zr Terms- o Z D III kM \ r O % 1 - IIII 1111 / I n __ 8 1111 III I$I I Y " I A 1111 IIS 1 \ I 111 III I I / \ I € F I bell III ll / I I o I till III 11 \\ � I I III IIII II LJ \ c _ t -IIII I I I I Sd71 W IH- 4L� p •5,...�_ I �'r/1 .�%^-i/ IIS 1Qr� I ""- !Tou f -}i7'v4 ice. / ." / / ./i i / �/ ,/.b �I SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE CONTRACTOR OR (NERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MA JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MA JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING/SEED/FINAL STABILIZATION STORM FACILITIES s REFER TO SHEET C.4.01 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13_AC BUILDING AREA 0.75 AC3 SEEDED AREA 1.62 AC3 TOTAL DISTURBED 3.50 ACt DEVELOPER/OWNER: UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOUS, MN 55431 952-893-8206 SITE OPERATOR/CONTRACTOR/GENERAL CONTRACTOR SUPERINTENDENT: O 40 80 SCALE IN FEET SEQUENCE OF CONSTRUCTION PHASE I: I. INSTALL STABIUZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMP,GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND AU- GROUND LLGROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 6. CLEAR AND GRUB THE SITE. 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. BEGIN GRADING THE SITE. PHASE II: 1 TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTUTIES, UNDERDRAINS. STORM SEWERS. CURBS AND GUTTERS, 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABIUZED). IF REQUIRED BY THE CONTRACT ABBREVIATIONS BLDG BUILDING SM BENCH MARK CB CATCH BASIN CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LLE LOWER FLOOR ELEVATION MAX MAXIMUM MH MANHOLE MIN MINIMUM RCP REINFORCED CONCRETE PIPE LEGEND EXISTING CONTOUR PROPERTY UMIT _ 12/0- — - - - - EXISTING STORM SEWER sr wN , --, - c9 PROPOSED CONTOUR -77;7---4210— PROPOSED STORM SEWER ce c -4.m SILT FENCE LIMITS OF DISTURBANCE SOIL BORINGS -4�`ST- 9 -QL PA -10 EMERGENCY OVERFLOW (EOF) 'VVV DIRECTION OF OVERLAND FLOW ------ Il- D -4m INLET PROTECTION DEVICE ® IP2 -aD EROSION CONTROL BLANKET eTEMPORARY 4.0 STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TSP BUILDING BM BENCH MARK CB y \T \i CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LLE / 9IS=AA/ N019'471E 633. MEAS / — MAXIMUM `%' — __—� MINIMUM flT...Nor. REINFORCED CONCRETE PIPE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TSP a r - --- ----- -'�'_ / = 921.00 t Nod -- \ gg"Im - \\ PEA V 2 A$_ 979 HC 920 � Q17( \ r \\ \ \ \ ` 1 _ im e,_4 f'1 a . - BUILDING BM BENCH MARK CB CATCH BASIN CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LLE LOWER FLOOR ELEVATION — MAXIMUM `%' — __—� MINIMUM flT...Nor. REINFORCED CONCRETE PIPE TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TSP r - --- ----- -'�'_ 9.5R3T AI./S (R542V1l6U1 W 547.90 S (547.81 PZA c�»;�„w.nco'nl�aw�a n�c�m�uvsov-mnsa..q ill 1111 1 /� IiII1IIII / I�I 1111 It Ia 111 II ISII II I VIII II III 1111 III III Jill 111 IIII 1111 111 .III 1111 I1 /jl�� III 111 111 f I III III II I II III III � I 11 Ill 1 1 II 11 1 III �l 11 111 11 Ijl � 11 � I �\ j j 1111 11 I 1 `11 1111 11 711111 1 , ILII I •i7_ .,IT or �oN �a ei SOIL EROSION/SEDIMENTATION CONTROL OPERATION TIME SCHEDULE NOTE CONTRACTOR OR GENERAL CONTRACTOR TO COMPLETE TABLE WITH THEIR SPECIFIC PROJECT SCHEDULE CONSTRUCTION SEQUENCE JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APRIMAY JUN TEMPORARY CONTROL MEASURES STRIP & STOCKPILE TOPSOIL ROUGH GRADE / SEDIMENT CONTROL TEMPORARY CONSTRUCTION ROADS FOUNDATION / BUILDING CONSTRUCTION SITE CONSTRUCTION PERMANENT CONTROL STRUCTURES FINISH GRADING LANDSCAPING/SEED/RNAL STABILIZATION STORM FACIUTIES • REFER TO SHEET C.4.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13 ACi BUILDING AREA 0.75 ACi SEEDED AREA 1.62 ACt TOTAL DISTURBED 3.50 ACt DEVELOPER/OWNER: UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOUS, MN 55431 952-893-8206 SITE OPERATOR/CONTRACTOR/GENERAL CONTRACTOR SUPERINTENDENT: 0 40 80 SCALE IN FEET SMUENCE OF CONSTRUCTION PHASE I- 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PA KI R NG AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS 5, 5. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMP,. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORK WATER PRE -CONSTRUCTION MEETING MTI ENGINEER AND ALL GROUND DISTURBING M.LTORS BEFORE PROCEEDING W11N CONSTRUCTION, 6. CLEAR AND GRUB TIEETE. SM. SI 7. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 8. BEGIN GRADING THE SITE PHASE 11, 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 5. PREPARE SITE FOR PAVING. 6. PAVE SITE 7. INSTALL INLET PROTECTION DEVICES. 8. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE 15 STABILIZED), IF REQUIRED BY THE CONTRACT ABBREVIATIONS BLDG BUILDING BM BENCH MARK CB CATCH BASIN CONC CONCRETE ELEV ELEVATION EX EXISTING FFE FINISHED FLOOR ELEVATION INV INVERT LLE LOWER FLOOR ELEVATION MAX MAXIMUM MH MANHOLE MIN MINIMUM RCP REINFORCED CONCRETE PIPE LEGEND EXISTING CONTOUR PROPERTY LIMIT - EXISTING STORM SEWER PROPOSED CONTOUR 2f0 PROPOSED STORM SEWER �s7 MR ice c-a.m SILT FENCE LIMITS OF DISTURBANCE = — — SOIL BORINGS PA- 1 0 �T-9^n EMERGENCY OVERFLOW (EOF) n "VVV DIRECTION OF OVERLAND FLOW c -a DI INLET PROTECTION DEVICE ® IP2 EROSION CONTROL BLANKET TEMPORARY STONE CONSTRUCTION ENTRANCE TEMPORARY SEDIMENT BASIN SB TEMPORARY STORAGE AND PARKING AREA TSP EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" SITE LOCATION MAP NOT TO SCALE 444 ➢ 4 t USGS M/ NOT TO SCALE 2- . 2' WOW FILTER FABRIC ROM 4.0 O.C. (MIRAFI-ENVIRO FENCE OR APPROVED EQUAL) MIN. 30 - MAX. 36- ABOVE GRADE FILTER ARLA 2.75 fT' DIRECTION OF OVERFLOW AREA 0.4 F7M DRAINAGE MAXIMUM OVERFLOW RATE IO 7" HEAW 2.00 Cf5 ACKFlLL 6- x 6- MAXIMUM OVERFLOW RATE (@ 13' HEAD) 2.90 CFS TRENCN BA5KFT WEIGHT (EMPTY) I LB j\\ BASKET WEIGHT (FULL -APPROXI 50 LBS V -UNDISTURBED SOIL E..................... DOD DOR Roo non E-10 wR �oQ 05/06 Roo eoa NO SCALE °pO SILT FENCE DETAIL (2) INDIMWAL BASKETS FOR EASE OF MAINTENANCE ---APPROX FULL WEIGHT 50 U G OO 0 O o 4.°.,�i CONSTRUCT 2' HIGH BERM NTH MAXIMUM SIDE SLOPE OF 4:1 NOTE THE ROCK ENTRANCES SHALL BE INSTALLED PRIOR TO THE START OF ANY STE WORK THE ROCK ENTRANCES SHALL BE INSPECTED FOLDNNG EACH RNNFALL MAINTENANCE OF THE ROCK ENTRANCES SHALL INCLUDE A TOP DRESSING OF NEW GRA OR REMOVAL AND REPLACAIENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLECIED MUD. ROCK ENTRANCE DRIVE DEVELOPER/OWNER: UNITED PROPERTIES 3500 AMERICAN BLVD. W MINNEAPOUS, MN 55431 95-831-8206 SITE OPERATOR/GENERAL CONTRACTOR: SUPERINTENDENT-- SEQUENCE UPERINTENDENT: ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.13 ACt BUILDING AREA 0.75 ACt SEEDED AREA 1.62 ACt TOTAL DISTURBED 3.50 ACt KCGRDD7t... atDCWDiiiY .Q000nLII :RQIIQnDII 'QQQRROII oPRRPR4 L100 MICRON FILTER BAG IN EACH BASKET GENERAL NOTES: 1.) DESIGNED FOR NEENAH R-3250-006 (MnDOT 802 or 805) 2.) BASKET DESIGN PROVIDES LARGER FILTER AREA AND EASY CLEANING, REDUCING OVERFLOW INSTANCES AND SEDIMENT LOAD ON THE SEWER SYSTEM 3.) FLOW RATES COMPARE TO OR EXCEED FLOW RATES OF COMMONLY USED GRATES 4.) PRODUCT DESIGN DOES NOT INTERFERE WITH LOAD BEARING CAPACITY OF FRAMES 5.) DURABLE ECOFRIENDLY HDPE IS UV RESISTANT AND PROVIDES A STRONG UGHTWEIGHT PRODUCT THAT CAN BE EASILY RE -USED FOR THE NEXT PROJECT E-18 06/06 NO SCALE INFRASAFE 2'X2' DEBRIS COLLECTION DEVICE 1.PREPARINSTALLINGAN L BEFORE INSTALLING BLANKETS, INCLUDING Y NECESSARY APPLICATION OF uME FERTILIZER. AND SEED. 2 BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6- DEED X 6' ODE TRENCH NRH APPROXIMATELY 12- OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTON OF THE TRENCH. ANCHOR THE BLANKET NTH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF ME TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED M COMPACTED SOL AND FOLD REMAINING 12- PORTION OF BLANKET BACK OVIIt SEE) AND COMPACTED SGL SECURE BLANKET OVER COMPACTED SOL WIN A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12- WWI ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A) DOW OR (B.) HORIZONTALLY ACROSS THE SLOPE BLANKETS WILL UNROLL NTH APPROPRIATE SIDE AGAINST THE SGL SURFACE ALL BLANKETS MUST BE SECU ELY FASTENED TO SOL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. C THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4--6. OVERLAP DEPENDING ON BLANKET TYPE TO ENSURE PROPER SEAM ALIGNMENT, PUCE THE EDGE OF THE OVERLAPPINGBLANKET (BLANKET BEING INSTALLED ON TOP) EVEN NTH THE SEW STITCH ON THE PREVIOUSLY INSTALLED BLANKET. S CONSECUTIVE BLANKETS SPLICED DOW THE SLOPE MUST BE PLACID ENO OVER END (SHINGLE STYLE) NTH AN APPROXIMATE 3 -OVERLAP. STOLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12 -APART ACROSS ENTIRE BLANKET WDTH. C PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. NOTES L IN LOOSE SOL CONDITIONS THE USE OF STOLE OR STAKE LENGTHS GREATER THAN 6- MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS 2- FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION E-02 05/06 EROSION CONTROL BLANKET NO SCALE SEQUENCE OF CONSTRUCTION PHASE L 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2 PREPARE TEMPORARY PARKING AND STORAGE AREA 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. INSTALL INLET PROTECTION AROUND ALL EXISTING STORM SEWER STRUCTURES WITHIN ADJACENT STREET IF NEED BE. 5. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS_ 6. HALT ALL ACTIVITIES AND CONTACT THE CIVIL ENGINEERING CONSULTANT TO PERFORM INSPECTION OF BMPS. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE -CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. B. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. 9. BEGIN GRADING THE SITE PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND COTTERS. 3. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 4. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES AND WTHIN ADJACENT STREET STORM SEWER IF NEED BE. 5. REMOVE TEMPORARY SEDIMENTATION POND AND DEVICES AND CONSTRUCTION REGRADE MC TEMPORAAGGREGATE SEDIMENTATION PONDBASE FOR N AREAIS READY TO INSTALL. 6. PREPARE SITE FOR PAVING. 7. PAVE SITE. 6. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 9. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL OEM= (ONLY IF SITE IS STABILIZED). 10. SITE IS 70S STABILIZED, ALL EROSION CONTROL MEASURES HAVE BEEN REMOVED. CONTRACTOR SHALL INFORM XXXX TO VERIFY IMPROVEMENTS AND FILE NOTICE OF TERMINATION WN MPCA SOIL EIROVIDINI/SEDIMENTAMON CONTROL - OPERATION TIME SCHEDULE ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■ GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WN ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFUCT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION GHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXIS77NG UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTIUTY COMPANIES AND. WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL D. TMS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 ENTITLED -STANDARD GUIDELNES FOR THE COLLECTION AND DEPICTION EXISTING SUBSURFACE UTILITY DATA.- THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL RIE APPROPRIATE UTILITYOU COMPANIES AT LEAST 48 HRS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTIUTIES. IT SHALL BE THE RESPONSTRUTY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT NTH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS, THE LOCATIONS OF SMALL UTIUTIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 8DD-252-1166 OR 651-454-0002 THE DESIGN SHOW IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN 3. ALTA OR TOPOGRAPHIC SURVEY PREPARED BY SUNDE DATED 7-11-O6. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PUNS WITHOUT EXCEPTION, THEY SHALL HAVE MADE AT THEIR EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR RENEW. SEE ATTACHED SURVEY SHEETS. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS 4. PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PRO.ECT. THE STORMWAIER POLLUTION PREVENTION PLAN (57 ) 15 COMPRISED OF THIS DRAWING (EROSION IF SEDIMENTATION CONTROL PLAN -ESC PUN), THE STANDARD DETAILS, 5. THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SITENORK SPECIFICATIONS SECTION 02370 (SWPPP), PLUS THE PERMIT ANO ALL SUBSEQUENT REPORTS AND RELATED MCUMENTS 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STDRMWATER PERMIT FOR CONSTRUCTION ACTIMTY ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED MTH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SNPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WN THEIR CONTENTS. THE SWPPP AND ALL 01M IMATm DOQI160,1I5 MUST BE REPT AT TIE 671E DURING CO STRUC'8011. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY TIE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES. THE NOTICE OF TERMINATION (NOT) HAS BEEN FLED MTH THE MPCA BY ETHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE. OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE. AS APPLICABLE- CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS PERMITS FOR PINY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES - 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF INE CLEARING UNITS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED (E.G. WITH NGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITES. OFFICE TRAILERS. AND TOILET FACWRES. 11. ALL WASH WATER (CONCRETE TRUCKS. VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE UNITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON STE 12. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON STE OR READLY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS 13. DUST ON THE STE SHALL BE CONTROLLED. THE USE OF MOTOR OLS AND OTHER PETROLEUM BASED OR TOXIC UQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 14. SOLID WASTE COLLECTED SEDIMENT. ASPHALT & CONCRETE MIWNGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOUTICN DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WN MPCA DISPOSAL REQUIREMENTS. 15 HAZARDOUS MATERIALS: OIL, GASOLINE PAINT &ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT. TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VMDAUSM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPUANCE WIN MPCA REGULATIONS. 16. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN. AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO ANY SITEWERK. 17. DISTURBED PORTIONS OF THE STE WERE CONSTRUCTION ACTNTY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WTH MN/DOT SPEC. 2575 0 100LBS/ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE WIN THE FOLLOWNG GUIDELINES: 18. TYPE OF SLOPE JTME(MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE STE WHERE CONSTRUCTION ACTMTY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE NTH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PUN FOR VEGETATIVE COVER. 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN. CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY 21. ON-SITE & OFF-SITE SOL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEGMENTATION THROUGH IMPLEMENTATION OF BMP'S, STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE STE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REOUIREMENTS. 22 TEMPORARY SOL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS. INCLUDING STGRMWATER CONVEYANCE'S SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSON CM70L MEASURES (SILT FENCES, CHECK DAMS. INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABIUZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFIWNG OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL DR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, ANO IN THE STORM WATER PO TON PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REWIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABIUZATON O THE SITE. THE DESGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEWED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING 1. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED BY APPROPRIATE BMP'S UNTIL ALL SOURCES MTH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 2 ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED, AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. SILT FENCES STALL BE REPAIRED, REPLACED OR SUPPLEMENTED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT 3. REACHES ONE-THIRD THE HEC -HT OF THE SILT FENCE THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FEED CONDITIONS N10W ACCESS. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION STE MUST BE MINIMIZED BY BMP'S SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMP'S ARE NOT ADEQUATE TO PREVENT SEGMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEDIMENT MUST BE 4. REMOVED FROM ALL OFF-SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY OR SOONER. THE TEMPORARY PARKING AND STORAGE AREA SMALL BE KEPT IN MOD CONDITION (SUITABLE FOR POKING AND STORAGE). THIS MAY REWIRE PERIODIC TO' DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5, OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS DR TRAPS WHEN THE DESIGN CAPACITY REACHES ONE-HALF THE STORAGE VOLUME DRAINAGE IF REMOVAL MUST BE COMPLETED WTHIN 72 6. HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. CONNECT TO AND RE LAE fl , sr - AND REMOVE 0 REPLACE wA.vK p'o F]RCR - AND tlipB k _ _ CONNECT 1p IXSDNG �/ lAw V 9oe.66 FEET "" "s GUTTER AS REQUIRED WATERMAN (NETT ) - - - /I G ,-A-D-A- -� _ { 9"4 .Ai4C3I CONNECT TO EXISTING~` - -CATCH BASIN - 921.00 R SULITT INFORMATION SHOWN ON THESE PLANS IS A UTWTY QUALITY LEVEL D. THIS QUALITY LPAEL WAS DETERMINED ACCORDING TO GUIDELINES OF CIIASCE 38-02 TIRED 'STANDARD WIDELNES FOR THE COLLECTION AND DEPICTION OF EXISTING SIBSIRFACE URUTY DATA' THE TRACTOR AND/OR SIBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF AL EXISTING UTIUTIES BEFORE COMMENCING WORK, BY CONTACTING NOTIECATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANDALLDAMAGES IMNICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY IOCATE AND PRESERVE ANYAND AIL URUTIES DERGRQUND AND OVERHEAD). �\ o��a\um,sa»\e.BWwrrttn,B\Hxr�\�snn-au,eiry Hsx e.B LEGEND EXISTING STORM SEWER E%ISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE & HYDRANT STORM SEWER TO BE REMOVED PROPOSED RIP RAP SSA NH O9sAN M 2 INV= �`-Til I�� 1 " STRUCTURE TYPE to I GAS -ONE- T1 R-3057 912.40 STwH « ---� CB 27 LF, of 12" RCP, 0 0.57, CBMH 2 CBMH 2 B CB 6 22 39 ce 30 LF, of 12' RCP, 0 0.57., CBMH 3 CBMH 3 c -M R-3067 BM I HC 88 LF, of 12" RCP 0 0.57 CBMH 4 CBMH 4 48" DIA. L ; ♦ 16 ` CBMH 5 48' DIA. R-4342 903.90 -' 19 LF of 12" RCP, 0 4.79., EXISTING STMH 5 HC 24" x 36" R-3067 913.90 909.90 31 LF of 12' RCP, 0 0.57, CBMH 2 CB 7 C' R-3067 915.90 908.58 22 LF of 21' RCP, O 0.57, CBMH 4 STMH 8 4 CBMH 17 BMH 18 R -1642-B I 909.75 106 LF of 12' RCP, 0 0.57, STMH 9 STMH 9 48" DIA. R-1642-8 922.80 909.22 52 LF of 12' RCP, 0 0.57, STMH 10 STMH 10 limA R -1642-B ID 908.96 101 LF of 15" RCP, O 5.07. STMH 11 FES B 24" x 6' �• ` x H�10 25 LF of 12" RCP, 0 5.07, STMH 10 STIAH 11 48" DIA. R -1642-B 915.00 901-89221 LF of 15" RCP, O 20.7, STMH 12 CBMH 12 48" DIA R-4342 905.00 893.96 34 LF of 15' RCP, O 1.07, EXISTING CB 7 z MH 114 R-3067 905.30 902.10 13 LF of 12" RCP, 0 0.447, CBMH 14 CBMH 14 48" DIA. CB 13 905.30 902.04 35 LF of 12' RCP, 00.447, STMH 11 CB 15 24' x 36" R-3067 918.30 915.30 22 LF of 12' RCP, 00.77, CBMH 16 CBMH 16 48" DIA. R-3067 918.40 915.15 160 LF of 12' RCP, 0 0.77. CBMH 17 CBMH 17 48" DIA. r � z 47 LF of 12' RCP, 0 0.77, CBMH 18 CBMH 18 48" DIA. R-3067 917.70 913.70 F STMH 19 48" DIA. R -1642-B 920.70 ' 94 LF of 12' RCP, 0 1.07, CBMH 18 FES A 24" x 6' 913.61 V AA V AA ; .A` vv - Y 48" DIA. R-3067 914.90 I 85 LF of 21' RCP, 0 0.57, CB 7 TRENCH DRAIN 12" x 15' R -4990 -CX 911.00 I -i i P LL� � 4 Ww. -V �V / \ R SULITT INFORMATION SHOWN ON THESE PLANS IS A UTWTY QUALITY LEVEL D. THIS QUALITY LPAEL WAS DETERMINED ACCORDING TO GUIDELINES OF CIIASCE 38-02 TIRED 'STANDARD WIDELNES FOR THE COLLECTION AND DEPICTION OF EXISTING SIBSIRFACE URUTY DATA' THE TRACTOR AND/OR SIBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF AL EXISTING UTIUTIES BEFORE COMMENCING WORK, BY CONTACTING NOTIECATION CENTER (GOPHER STATE ONE FOR MINNESOTA). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREE TO BE FULLY RESPONSIBLE FOR ANDALLDAMAGES IMNICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY IOCATE AND PRESERVE ANYAND AIL URUTIES DERGRQUND AND OVERHEAD). �\ o��a\um,sa»\e.BWwrrttn,B\Hxr�\�snn-au,eiry Hsx e.B LEGEND EXISTING STORM SEWER E%ISTING SANITARY SEWER EXISTING WATERMAIN EXISTING GATE VALVE & HYDRANT EXISTING GAS MAIN EXISTING ELECTRIC EXISTING CURB UNE EXISTING TREE UNE EXISTING LOT UNE PROPERTY UNE PROPOSED STORM SEWER PROPOSED SANITARY SEWER PROPOSED WATERMAIN PROPOSED GATE VALVE & HYDRANT STORM SEWER TO BE REMOVED PROPOSED RIP RAP SSA NH O9sAN HJAa Ts ---DCB s s STORM SEWER STRUCTURE SCHEDULE B"LYP W __W - STRUCTURE TYPE to TOP ELEVATION GAS -ONE- -UGE- R-3057 912.40 STwH « ---� CB 27 LF, of 12" RCP, 0 0.57, CBMH 2 CBMH 2 48" DIA. R-3067 sr Mr ce 30 LF, of 12' RCP, 0 0.57., CBMH 3 CBMH 3 • NEENAH FOUNDARY COMPANY OR EQUIVALENT SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE 111113 ION CA,SMG- TOP ELEVATION INVERT ELEVATION MH 1 48' DIA. R-1642-8 921.00 906.78 MH 2 48' DIA. R-1642-8 921.50 905.53 tITI I 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICLE SEPARATION OF 2 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT REGULATIONS AND CITY OF CRYSTAL AND HENNEPIN COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL WATER MAINS SHALL BE DUCTILE IFON PIPE CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATERMAIN SHALL HAVE A MINIMUM DEAPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CRYSTAL PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT -SEALED JOINTS CONFORMING TO ASTM D2665 'PVC PLASTIC DRAIN, WASTE AND VENT PIPE FITTINGS,- UNLESS NOTED OTHERWISE. 8. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE, ASTMC76 CLASS 5, UNLESS NOTED OTHERWISE. 9. ALL FLARED END SECTIONS ARE TO HAVE TRASH GAURDS, GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS. 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTIUTY PIPE STUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF THE PIPE- if. IPE11. FOR WATER MAIN 12 INCHES OR LARGER USE BUTTERFLY VALVES. FOR WATER MAIN LESS THAN 8 INCHES USE GATE VALVES. REFER TO DETAILS C.5.01. 0 40 80 SCALE IN FEET STORM SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE TYPE CASTING- TOP ELEVATION DIVERT ELEVATION PIPE LENGTH, DLIJIETER, SLOPE & NEXT UP STREAM STRUCTURE CBMH 1 48" DIA. R-3057 912.40 908.90 27 LF, of 12" RCP, 0 0.57, CBMH 2 CBMH 2 48" DIA. R-3067 912-80 908.77 30 LF, of 12' RCP, 0 0.57., CBMH 3 CBMH 3 48" DIA. R-3067 914.50 908.62 88 LF, of 12" RCP 0 0.57 CBMH 4 CBMH 4 48" DIA. R-3087 913.90 908.18 295 LF of 12' RCP, 0 0.57, CBMH 5 CBMH 5 48' DIA. R-4342 903.90 900.30 19 LF of 12" RCP, 0 4.79., EXISTING STMH 5 CB 6 24" x 36" R-3067 913.90 909.90 31 LF of 12' RCP, 0 0.57, CBMH 2 CB 7 24" x 36" R-3067 915.90 908.58 22 LF of 21' RCP, O 0.57, CBMH 4 STMH 8 48" DIA. R -1642-B 922.50 909.75 106 LF of 12' RCP, 0 0.57, STMH 9 STMH 9 48" DIA. R-1642-8 922.80 909.22 52 LF of 12' RCP, 0 0.57, STMH 10 STMH 10 48" DIA. R -1642-B 922.20 908.96 101 LF of 15" RCP, O 5.07. STMH 11 FES B 24" x 6' 913.50 25 LF of 12" RCP, 0 5.07, STMH 10 STIAH 11 48" DIA. R -1642-B 915.00 901-89221 LF of 15" RCP, O 20.7, STMH 12 CBMH 12 48" DIA R-4342 905.00 893.96 34 LF of 15' RCP, O 1.07, EXISTING CB 7 CB 13 24" x 36" R-3067 905.30 902.10 13 LF of 12" RCP, 0 0.447, CBMH 14 CBMH 14 48" DIA. R-3067 905.30 902.04 35 LF of 12' RCP, 00.447, STMH 11 CB 15 24' x 36" R-3067 918.30 915.30 22 LF of 12' RCP, 00.77, CBMH 16 CBMH 16 48" DIA. R-3067 918.40 915.15 160 LF of 12' RCP, 0 0.77. CBMH 17 CBMH 17 48" DIA. R-3067 917.70 914.02 47 LF of 12' RCP, 0 0.77, CBMH 18 CBMH 18 48" DIA. R-3067 917.70 913.70 13 LF of 15' RCP, 0 0.77, FES A STMH 19 48" DIA. R -1642-B 920.70 916.70 94 LF of 12' RCP, 0 1.07, CBMH 18 FES A 24" x 6' 913.61 STMH 20 48" DIA. R-3067 914.90 909.00 85 LF of 21' RCP, 0 0.57, CB 7 TRENCH DRAIN 12" x 15' R -4990 -CX 911.00 • NEENAH FOUNDARY COMPANY OR EQUIVALENT SANITARY SEWER STRUCTURE SCHEDULE STRUCTURE NO. STRUCTURE 111113 ION CA,SMG- TOP ELEVATION INVERT ELEVATION MH 1 48' DIA. R-1642-8 921.00 906.78 MH 2 48' DIA. R-1642-8 921.50 905.53 tITI I 1. COORDINATE SERVICE CONNECTION LOCATIONS AT THE BUILDING WITH THE MECHANICAL CONTRACTOR PRIOR TO CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR UNCOORDINATED WORK. 2. PROTECT ALL EXISTING STRUCTURES AND UTILITIES WHICH ARE NOT SCHEDULED TO BE REMOVED. 3. ALL SEWER AND WATER CROSSINGS SHALL HAVE A MINIMUM VERTICLE SEPARATION OF 2 FEET AND HORIZONTAL SEPARATION OF 10 FEET. FOLLOW ALL HEALTH DEPARTMENT REGULATIONS AND CITY OF CRYSTAL AND HENNEPIN COUNTY STANDARDS AND SPECIFICATIONS. 4. ALL WATER MAINS SHALL BE DUCTILE IFON PIPE CLASS 52, UNLESS NOTED OTHERWISE. 5. ALL WATERMAIN SHALL HAVE A MINIMUM DEAPTH OF COVER OF 7.5 FEET OVER TOP OF WATER MAIN 6. PROVIDE THRUST BLOCKING ON ALL WATER MAIN PER CITY OF CRYSTAL PROVIDE MECHANICAL JOINT RESTRAINTS ON ALL BENDS, VALVES, TEES, PLUGS AND HYDRANT LEADS. 7. SANITARY SEWER PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT -SEALED JOINTS CONFORMING TO ASTM D2665 'PVC PLASTIC DRAIN, WASTE AND VENT PIPE FITTINGS,- UNLESS NOTED OTHERWISE. 8. STORM SEWER PIPING SHALL BE REINFORCED CONCRETE PIPE, ASTMC76 CLASS 5, UNLESS NOTED OTHERWISE. 9. ALL FLARED END SECTIONS ARE TO HAVE TRASH GAURDS, GEOTEXTILE FABRIC AND RIPRAP PER MNDOT STANDARDS. 10. RIGID POLYSTYRENE INSULATION BOARD SHALL BE INSTALLED ON ALL UTIUTY PIPE STUBS SERVICING THE BUILDING, IF THE PIPE HAS LESS THAN 5 -FEET OF COVER OVER THE TOP OF THE PIPE- if. IPE11. FOR WATER MAIN 12 INCHES OR LARGER USE BUTTERFLY VALVES. FOR WATER MAIN LESS THAN 8 INCHES USE GATE VALVES. REFER TO DETAILS C.5.01. 0 40 80 SCALE IN FEET EXPANSION JOINT VARIABLE NurJ CONCRETE SLAB 6' MIN. THICKNESS FOR FXPAN4 RESIDENTIAL SECTON, 8' MIN. THICKNESS JOINT FOR COMMERCIAL SECTION. BOTH ACTION A -A SECTIONS TO BE REINFORCE MRH 6X6 10/10 STEEL MESH AND HAYS 6' OF COMPACTED GRANULAR SUBBASE (SEE SPECIFICATIONS) RESIDENTIAL COMMIRCIAL ToaED CONTRACTION 'A' 6" E" JOINT BOTH 9D6 � 5' A A V NOTE SPACE CONTROL JOINTS SUCH THAT N0 PANEL GREATER THAN 100 SQUARE FEET. CONCRETE DRIVEWAY APRON DETAIL NO SCALE N L000000000 r 000000000 I 1 snr nYPJ mPJ fxaT FA¢ v A� i1FR�AW�RWN �Aa u � TI �� iQ 4 E mNm�o� wt Q I� Nal PwvMrD .uNr nxm wTEWAA4 AAsxm N CIA 0.W W:W a RMP OS IWWMIM GA® MIOHf. v.NHE Sigw 4 M 6 6W xlpfftlNM O3 s' N e' IS TE RFOND PJYr fF lR K4CIAWF q.K FL/TT. SMXF (W DVSiPi NMII LOLL �PF.dT w RrTT sq u¢ n YTl JHmET 0 NM �6 �xm SwLL IX1 O M �FlUY �M . x (r IF m� Mf rn 1 a Rc are Uwe. MSI>MYP moo' M1 =T;� N G 4 11E FHIIK�IRP�IGI�fD n Ern (NAE aAi. wrE a p1YE 1Fn ME uEA 9W1 ff4AAoua ca>A MICU. A O (D KW Wk'A1LOx s PNP SQwIKN 4 1i1F a uwf mir taBlf mIG0. O SM1/+vm If NS*� M sn�i�/J� W�1N � MAWSArna¢ Izm.uo.,wl6lom� r'��. � s°E..r aAm No rN� v �iRi�iNEi°�iEaw�aIs06a�wa� ca lAl:.m NTImA,m wloMlcaJ mNMIlc O .ter P�mn� �rnanucmx r n �urnn Fu Ibmmb a .m R/R WIA Oi WE31 PpSSat. PROW6 A P.M W-H'P4®MM =1 -11. r r�ma'"'^iww>.u�Auw Wlutau.b m tIc "® PEDESTRIAN CURB RAMP NO SCARE 4' PC CONCRETE, 6' MN MOn1 4' P.0 COI1 205 SECTION "A -A" GENERAL NOIFS FM ONCRIE CONSIRUrnON THE CONCRETE SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF MN/DOT -STANDARD SPECIFICATIONS FOR CONSTRUCTION'. SIDEWALK CONTROL JOINTS SMALL BE LOCATE AT 5 FEET ON CENTER. SIDEWALK EXPANSION JOINTS SHALL BE LOCATED AT A MAXIMUM OF 100 FEET ON CENTER. AND WHERE SIDEWALK ABUTS CURB, STRUCTURES. AND OTHER FIXED OBJECTS SEAL ALL EXPANSION JOINTS. BROOM FINISH SHALL BE PERPENDICULAR TO THE UNE OF TRAFFIC. CONCRETE SMEWMX DETAM NO SCALE REV. 1-06 -THE THICKNESS SHALL BE INCREASED TO A MINIMUM DEPTH OF _ INCHES AT DRIVEWAY CROSSINGS. 20" BITUMINOUS WEAR COURSE, MN/DOT /2331 TYPE 41A• /20' BITUMINOUS BASE COURSE, MN/b0T 2331 TYPE 31- 9.0' CUSS 5-1005 CRUSHED QUARRY ROCK, MN/DOT 3138• 120' SELECT GRANULAR MATERIAL, MN/DOT v v o v v v v o v 3149.28• (6 REOUIRE BY SOLS ENGINEER) v\ GEOFABRIC. MNDOT TYPE V. MIRAFI 50OX (IF REQUIRE BY SOILS ENGINEER) HEAVY DUTY PAVEMENT APPROVED SUBGRADE 1.5' BITUMINOUS WEAR COURSE MN/DOT 2331 TYPE 41A• 1.5' BINMINQUS BASE COURSE MN/DOT �. /2331 TYPE 31• 6.0' CLASS 5-1005 CRUSHED QUARRY ROCK. MN/DOT 3138• _ - - 120' SELECT GRANULAR MATERIAL MN/DOT v v o .,nvv v 3149.28• (IF REQUIRE BY SOILS ENGINEER) III Ili�ll \GEOFABRIC, MNDOT TYPE V. MIRM 500X (IF REQUIRED BY SOLS ENGINEER) STANDARD DUTY PAVEMENT APPROVED SUBGRADE B4ffS 1. THE PAVEMENT SECTIONS SMALL BE CONSTRUCTED IN ACCORDANCE WTH MNDOT 'STANDARD SPECIFICATION FOR CONSTRUCTION". AND ALSO THE REQUIREMENTS OF THE OWNER'S SOL ENGINEER. RETER TO MN/DOT SPEORCAnONS 2 ALL THICKNESSM AS SPECIFIED, ARE TO BE CONSIDERED MINIMUM DEPTHS, AFTER COMPACTION. 3. MN/DOT SPEC. 2357 BITUMINOUS TACK COAT SHALL BE PUCE BErmmN SUCCESSIVE BITUMINOUS LIFTS AND AGAINST ABUTTING CONCRETE CURB EDGES. 4. 2731, TYPE 42, BITUMINOUS WEAR COURSE MATERIAL WILL NOT BE ALLOWED. STRT-04 05/06 PAVEMENT SECTIONS NO SCALE SEALANT JOINT W/ BACKER ROD 00° 1'-0' --� 1 6'-0' 4' CONCRETE W/ BROOM— 86-U CONC. FINISN (TY,) CURB Y GUTTER 4' SAND BASE C-13 CONCRETE SIDEWALK 06/06 SECTION BEHIND CURB & GUTTER NO SCALE 1/2'R SR �� 1/2' R 1 SLOPE 3/4' FT. �YI2"� `�A MNMNUM OF 4' OF GLASS 5 .. SAL. BE PLACED BELOW THE CURB. V-2 04 REINFORCING RES AT CATCH BASINS 20 FEET N LENGN, CENTERS) ON THE STRUCTURE 6/O6 0 B612 CONCRETE O6/ NO SCALE CURB AND GUTTER SLOPE TRENCH SLOPE TRENCH r SIDES PER OSHA SIDES PFR OSHA SELECT REWIREMENIS REOUI EMENTS FILL SELECTLY YIN FILL GRANULAR D D D ENCASEMENT MAUNGIING 4 �. BEDDING 6 -'^ (RAIULVR BEDOMC REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE: INCLUDES CORRUGATED METAL PIPE CORRUGATED POLYETHYLENE PIPE AHD/OR POLYVINYL 1. BEDDING AND HAUNCHWG MATERIAL CHLORIDE PIPE SHALL BE ASTM D2321-G.I, 1, RI, OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOLS. AND SHALL BE SHAPED TO SHALL T BE LASS I OR N (REF. THE BOTTOM OF THE PIPE COMPACT ASTM D2321 OR MN/DOT 3149.2F) BEDDING MATERIAL ro 95% STANDARD GRANULAR MATERIAL AND SHALL BE PROCTOR' COMPACTED TO 95Z STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR. MATERIAL FREE OF LARGE ROCKS (3't) 2 SELECT FILL PLACEMENT AND AND SHALL BE PLACED W 8' MAK COMPACTON. SAME AS FOR RCP. LOOSE UFTS AND COMPACTED TO 95% STANDARD PROCTOR NOTE FOR HDPE INSTATED BELOW EASING OR FUTURE GROUND WATER !ELEVATIONS. PIPE BEDDING AND ENCASEMENT SHALL BE CLASS I. CRUSHED ROCK PER ASTM D2321. SS -10 05/06 SANITARY SEWER BEDDING NO SCALE Y �.nex��wncoiiYa.vYwm+ers.wvl.HL�son-osocruLs e.q MANHOLE CASTNG AND COVER NEENAH R-1642-8. ESS BROS. 309. OR APPROVED EOUAL MTI MACHINED BEARING SURFACES AND TWO (2) CONCEALED PICK HOLES WATEROUS WB 100 ADJUST CASTING TO 1/2' BELOW FINISHED BITUMINOUS M OE. 2" ADAUSTNG RINGS AS REWIRED 6�,y/4 (MIN. 2 MAX. 4) _ FULL BED OF MORTAR BETWEEN RNGS, I 2T -- II CASTING AND ON OUTSIDE OF RINGS. tl07ES GRA EL OR 1. MERE WATER MAY STAND TOP W MANHOLE 7-1/8 SHALL BE 2 FEET ABOVE GROUND. AND/OR 2 FEET TOP ,EQM ABOVE THE 100 YEAR STORM WATER ELEVATION. MIL POLYETHYLENE 2 ON MANHOLES 8' DEEP AND GREATER. A ONE FOOT VALVE BO% -1 /2' FINISHED GRADE r1 pgpp LIQ FOUR INCH (1'-4") PRECAST SECTION SHALL BE 48" AD�0.15T TOP TO 1/2' BELOW BIT. GRADE PLACED IMMEDIATELY BELOW THE COLE SECTION. 2• 7-3/8' MUELLER H-10361 3. ALL JOINTS BETWEEN SECTIONS SHALL HAVE "0' OR 1' BELOW 7- 4---! 8-1/8 RING RUBBER GASKETS. $ GRA IED BOULEVARD GRADE, AND SHALL BE SET SO AS TO 4. MINIMUM SAB T ICKNESS. C FOR 14' DEPTH. g_3/4 INCREASE THICKNESS I" FOR EACH 4' OF DEPTH GREATER THAN 14' AND REINFORCE WITH 6"%6" UPWARD EXT/ISONS 10/10 ME91. STEPS 16. O.C. ON ADJUSTMENT. GASI<EIED FLEXIBLE WATERTIGHT CONNECTION (EYP) DOWNSTREAMSP SDE zo' ro SPRING �,_ A TER VALVE BOX H UNE (MAX.) N0. 58. 59 k 60 I �y RAW SECTION A -A SLOPE 2'/FODT SECTION B -B S -OT STANDARD SANITARY 05/06 SEWER MANHOLE NO SCALE PROPERTY LINE — NOTES: 1. ARE HYDRANTS SHALL BE PAINTED _(PER CITY REQUIREMENTS) AT THE FACTORY. 2. TOP OF ARE HYDRANT DESIGN ELEVATION SHALL BE 2.5' ABOVE FINISHED BOULEVARD GRADE 3'-O• 1 2'-0' 1 NATIONAL STANDARD OPERATING NUT 4-1/2• PUMPER CONNECTION (NATIONAL STANDARD THREAD) CAPS TO BE CHAINED (PENTAGON NUT ON CAPS) — 2-1/2' NOSE CONNECTION (NATIONAL STANDARD THREAD) -FINISHED BOULEVARD GRADE w3r�- GATE VALVES UP THROUGH 12 INCHES IN SZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE -DISC. PARALLEL SEAT TWE VALVES WATEROUS WB 100 CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS NUE FR CERITIPoW A-473 6�,y/4 WITt STANIEA STEEL E. 1 CUBIC YARD 6' ANO 8' VALVES NO. 6 ROUND GRA EL OR 10' AND 12' VALVES NO. I60 OVAL 7-1/8 CRUED ROCK SH WITH 2 LAYERS 4 TOP ,EQM 6" GATE VALVE - MIL POLYETHYLENE RESILIENT WEDGE TWE OR APPROVED EQUAL W-01 TYPICAL FIRE HYDRANT AND 05/06 GATE VALVE INSTALLATION NO SCALE CONCRE E BLOW W-05 GATE VALVE AND 05/06 BOX INSTALLATION NO SCALE GATE VALVES UP THROUGH 12 INCHES IN SZE SHALL BE IRON BODY, BRONZE MOUNTED, DOUBLE -DISC. PARALLEL SEAT TWE VALVES 8-7/8' CONFORMING TO THE REQUIREMENTS OF THE AWWA SPECIFICATIONS C-500 FOR WORKING PRESSURE OF 175 PSI. 'O-RING' CONSTRUCTION SHALL BE USED THROUGHOUT. ALL VALVES SHALL CLOSE BY TURNING IN 6�,y/4 A CLOCKWISE DIRECTION, VALVE BOXES SHALL BE THREE PIECES. STAB W T ADJJSTABLS SCREW TWE BOXES. (63'-85' EXTENSIONS) WITH A 5--1/4' SHAFT FOLLOWS: BASE SIZES SHALL BE AS FOLLOWS: SHALL 6' ANO 8' VALVES NO. 6 ROUND 10' AND 12' VALVES NO. I60 OVAL 7-1/8 THE WORD 'WATER' SHALL BE IMPRINTED W EACH UD. VALVE BOXES TO TOP ,EQM BE SIMILAR TO MUELLER 103!8, CLOW F-2,150 OR E-3002 OR EQUAL 5-3/4' VALVE BO% -1 /2' FINISHED GRADE r1 pgpp LIQ J. WATER TYLER 6860-6865 AD�0.15T TOP TO 1/2' BELOW BIT. GRADE 6' 2• 7-3/8' MUELLER H-10361 OR 1' BELOW 7- 4---! 8-1/8 � BIBBY 8-1-C 5160 4. $ GRA IED BOULEVARD GRADE, AND SHALL BE SET SO AS TO g_3/4 PROVIDE 12' OF - UPWARD EXT/ISONS ]-1/ ADJUSTMENT. TYLER TER VALVE BOX \ N0. 58. 59 k 60 OVDt OPERATING NUT. n MUELLER N0. 58 Y 59 TE V'LLW RESRIENT WEDGE �.� RIBBY NO. 5], 58. 59 R 60 TWE OR APPROVED EQUAL 8-1/8' EGAWG MIDDIF SECT[ GATE VALVE BOXES ARE 3 PIECE 5-1/4' SHAFT 9-7/16' 77�y/4/4 e-1 14-3/1' 17-I/L' B' CONCRETE BLOCK NO. 6 RYX Mn Ba<F W-05 GATE VALVE AND 05/06 BOX INSTALLATION NO SCALE C SS—01 05/06 NO SCALE MANHOLE FRAME AND COVER. NEENAH R-1642-0 NTH MACHINED BEARING SURFACES WITH 2 CONCEALED TICK HOLES OR APPROVED EQUAL. ADJUST CASTING TO 1/2' BELOW FINISHED BITUMINOUS (SHADE 2' ADJUSTING RINGS AS REOUIRED (MIN. 2 MAX 4) FULL BED OF MORTAR BETWEEN RINGS, iY- CASTING AND GN OUTSIDE OF RINGS - NOTES 1. MANHOLES 8' DEEP OR GREATER, THE PRECAST SECTION IMMEDIATELY BELOW THE CONE SECTION, SHALL BE E-4' (16') N HEIGHT. 2 PROVIDE STEPS IN ALL MANHOLES EVER 4.5 FEET IN DEPTH. V RING GASKETS BETWEEN EACH JOINT N MANHOLE SECTIONS • SEE STORM SEWER STRUCTURE S 4EDULE FOR MANHOLE DIAMETER. USE T-SECIIOIN MANHOLE WHERE SREPS 16' 0.0 ON POSSIBLE (MNDOT DESIGN J) WITH DOWNSTREAM SIDE OFFSET CONE CONNECTION OR .. PRECAST SLAB. FLOW BASE PRECAST CONCRETE SLOPE 2'/FODT STORM SEWER MANHOLE L" 2.1-lime-eVu. +cV.uveov-aon.ns o -y SS -02 05/06 NO SCALE X 6' DOWNSPOUT MAXIMUM 8' SCHEDULE 40 iME SCREEN FOR RODENTS BEND (SOH. 40rvH:/ ATER-TIGHT MIRECTON \ `T/1 O Y SEWER PIPE 11S MINIMUM SLOPE SEE NOTE #2 NOTES 1. FOR ALL DEPTHS OF COVERLESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FUMBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATER -TIGHT CUMECTON SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC RPE TO MY OTHER PIPE TYPE 3. THE DOWNSPOUT COLLECTDR GRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITENORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WdiK 10. AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHAH BE RESPONSIBLE FOR THE CONNECTION AT THE PONT OF THE RODENT SCREEN. SS -13 05/06 NO SCALE DOWNSPOUT COLLECTOR NOTE SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE 24'X 36' SAB OPENING M VIDE 27' DIAMETER OPENING IF ROUND CASON G TO BE PROVIDED. SEE ST RM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE DIMENSION FROM BACK GF CURB M CENTER O PIPE FOR A 24' GRATE OPENING 4' DIA Y.H.-9' IN FROM BACK OF CURB 6' DIA Y.H.-S BEHIND BACK OF CURB 8. DIA Y.N.-15' BEHIND BACK OF CURB FULL BED O MORTAR BETWEEN, AND A 6' COLLAR ON THE OUTSIDE OF THE RINGS. MINIMUM OF 2. MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. PRECAST REINFORCED CONCRETE SLAB THICKNESS: 6' FOR 42' TO 48' DIA. NY FOR 54' M 102' DIA. 12' FOR 108' TO 120' DIA ALL JOINTS IN MANHOLE M HAVE '0' RING RUBBER GASKETS PRECAST CONCRETE MANHOLE SECTIONS. MANHOLE STEPS NETNAH R1981J OR EQUAL. 16' O.C- ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE GROUT BOTTOM. MINIMUM SAB THICKNESS 6' FOR 14' DEPTH. INCREASE THICKNESS T' FOR EACH 4' OF DEPTH GREATER THAN 14 AND REINFORCE WITH 6'X6', 10/10 MESH. CATCH BASIN MANHOLE CATCH BASIN CASTING ASSEMBLY (SEE STORM SEWER SCHEDULE FOR CASTING TYPE) SS -05 05/06 NO SCALE 24' X 36' CATCH BASIN OR ROW N MATERIALS TO BE SECOND JOINT, BOTH XTCH BASIN. ;ATCH BASIN 0.1' ER GRADE UNE MOUNTABLE CURB OE OF CURB APPROX. 10' TO LNG, PRECAST INFORCED NCRETE RETEX TYPE 7-1 INLET) F. DIAMETER ASIN MANHOLE PTH EXCEEDS 4.D hl. OI A HA SELECT LARGER PIPES. IN PUCE OF TRASH WARDS, all REQUI ENTB FILLSELECTIY MNFILL WSIII�E" B W NO. 5201 B) MAY BE USED. o D EJNca9EMENr HAUNCMNGlBEDDING GEOFABRIC REWIRED UNDER RIPRAP (MIRM 500 OR EOUAL). I I I I REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE: INCLUDES CORRUGATED METAL RPE NOTE TIE UST 3 JOINTS ON INLET AND CORRUGATED POLYETHYLENE PIPE AND/OR POLYVINYL 1. BEDDING AND MUNCHING MATERIAL CHLORIDE PPE SHALL BE ASTM DU21-CIA, 1, 11, OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOBS. STALL BE 91M MATERIAL SHALL BE LASS I OR II (REF. THE BOTTOOMM OF THE PIPE COMPACT BEDDING MATERIAL TO 95% STANDARD ASHY D2321 OR MN OT 3149.217 oo sg GRANULAR MATERIAL SHALL BE COMPACTED TO 95% STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR MATERIAL FREE W LARGE ROCKS (3'+) AND SHALL BE PLACED IN B' MAX 2 SELECT FILL PLACEMENT AND COMPACTION. SAME AS FOR RCP. LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. NOTE FOR HOPE INSTALLED BELOW EXISTING STONES, EXCEPT THOSE USED FOR CHINKING. OR FUTURE GROUND WATER NOT WEIGHT LESS THAN 50 LDS EACH. ELEVATIONS, PIPE BEDDING AND E14CAMAENT SHALL BE CUSS I, CRUSHED ROCK PER ASTM D2321. SS—S-6 36' to 46" 10-13 FLARED END SECTIONS. 05/06 TRENCH AND BEDDING DETAILS NO SCALE ST --Q IB E BEGS BSd.IS Q 12' TO21' y' f TO 42' 1' 6' NOTE ONE CU. YD. IS 48' M 72' I—W 1' 12' APPROXIMATELY I O TONS. 1 4 N X. 6'11AX T J J 5 <� YPRCN 11. 199T STAT( W uNA SP[CKICAiION SiNpPgp --"--��--AA- O(PMiuEHt OF iRIMPnPMPdliPillw gFfEREII[E PLA}( RIPRAP AT RCP OUTLETS 3133C SS—01 05/06 NO SCALE MANHOLE FRAME AND COVER. NEENAH R-1642-0 NTH MACHINED BEARING SURFACES WITH 2 CONCEALED TICK HOLES OR APPROVED EQUAL. ADJUST CASTING TO 1/2' BELOW FINISHED BITUMINOUS (SHADE 2' ADJUSTING RINGS AS REOUIRED (MIN. 2 MAX 4) FULL BED OF MORTAR BETWEEN RINGS, iY- CASTING AND GN OUTSIDE OF RINGS - NOTES 1. MANHOLES 8' DEEP OR GREATER, THE PRECAST SECTION IMMEDIATELY BELOW THE CONE SECTION, SHALL BE E-4' (16') N HEIGHT. 2 PROVIDE STEPS IN ALL MANHOLES EVER 4.5 FEET IN DEPTH. V RING GASKETS BETWEEN EACH JOINT N MANHOLE SECTIONS • SEE STORM SEWER STRUCTURE S 4EDULE FOR MANHOLE DIAMETER. USE T-SECIIOIN MANHOLE WHERE SREPS 16' 0.0 ON POSSIBLE (MNDOT DESIGN J) WITH DOWNSTREAM SIDE OFFSET CONE CONNECTION OR .. PRECAST SLAB. FLOW BASE PRECAST CONCRETE SLOPE 2'/FODT STORM SEWER MANHOLE L" 2.1-lime-eVu. +cV.uveov-aon.ns o -y SS -02 05/06 NO SCALE X 6' DOWNSPOUT MAXIMUM 8' SCHEDULE 40 iME SCREEN FOR RODENTS BEND (SOH. 40rvH:/ ATER-TIGHT MIRECTON \ `T/1 O Y SEWER PIPE 11S MINIMUM SLOPE SEE NOTE #2 NOTES 1. FOR ALL DEPTHS OF COVERLESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FUMBLE PIPE MAY BE USED. REFER TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES. 2. A WATER -TIGHT CUMECTON SHALL BE MAINTAINED WITH ANY TRANSITION FROM SCHEDULE 40 PVC RPE TO MY OTHER PIPE TYPE 3. THE DOWNSPOUT COLLECTDR GRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SITENORK CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WdiK 10. AND INCLUDING, THE RODENT SCREEN. BUILDING CONTRACTOR SHAH BE RESPONSIBLE FOR THE CONNECTION AT THE PONT OF THE RODENT SCREEN. SS -13 05/06 NO SCALE DOWNSPOUT COLLECTOR NOTE SEE STORM SEWER STRUCTURE SCHEDULE FOR CASTING TYPE 24'X 36' SAB OPENING M VIDE 27' DIAMETER OPENING IF ROUND CASON G TO BE PROVIDED. SEE ST RM SEWER STRUCTURE SCHEDULE FOR DIMENSIONS FROM BACK OF CURB TO CENTER OF STRUCTURE DIMENSION FROM BACK GF CURB M CENTER O PIPE FOR A 24' GRATE OPENING 4' DIA Y.H.-9' IN FROM BACK OF CURB 6' DIA Y.H.-S BEHIND BACK OF CURB 8. DIA Y.N.-15' BEHIND BACK OF CURB FULL BED O MORTAR BETWEEN, AND A 6' COLLAR ON THE OUTSIDE OF THE RINGS. MINIMUM OF 2. MAXIMUM OF 4 CONCRETE ADJUSTING RINGS. PRECAST REINFORCED CONCRETE SLAB THICKNESS: 6' FOR 42' TO 48' DIA. NY FOR 54' M 102' DIA. 12' FOR 108' TO 120' DIA ALL JOINTS IN MANHOLE M HAVE '0' RING RUBBER GASKETS PRECAST CONCRETE MANHOLE SECTIONS. MANHOLE STEPS NETNAH R1981J OR EQUAL. 16' O.C- ALUMINUM STEPS APPROVED. DOGHOUSES SHALL BE GROUTED ON BOTH THE OUTSIDE AND THE INSIDE GROUT BOTTOM. MINIMUM SAB THICKNESS 6' FOR 14' DEPTH. INCREASE THICKNESS T' FOR EACH 4' OF DEPTH GREATER THAN 14 AND REINFORCE WITH 6'X6', 10/10 MESH. CATCH BASIN MANHOLE CATCH BASIN CASTING ASSEMBLY (SEE STORM SEWER SCHEDULE FOR CASTING TYPE) SS -05 05/06 NO SCALE 24' X 36' CATCH BASIN OR ROW N MATERIALS TO BE SECOND JOINT, BOTH XTCH BASIN. ;ATCH BASIN 0.1' ER GRADE UNE MOUNTABLE CURB OE OF CURB APPROX. 10' TO LNG, PRECAST INFORCED NCRETE RETEX TYPE 7-1 INLET) F. DIAMETER ASIN MANHOLE PTH EXCEEDS 4.D hl. OI A HA SELECT LARGER PIPES. IN PUCE OF TRASH WARDS, all REQUI ENTB FILLSELECTIY MNFILL WSIII�E" aIO MULAR ° NO. 5201 B) MAY BE USED. o D EJNca9EMENr HAUNCMNGlBEDDING GEOFABRIC REWIRED UNDER RIPRAP (MIRM 500 OR EOUAL). I I I I REINFORCED CONCRETE PIPE OR DIP FLEXIBLE PIPE: INCLUDES CORRUGATED METAL RPE NOTE TIE UST 3 JOINTS ON INLET AND CORRUGATED POLYETHYLENE PIPE AND/OR POLYVINYL 1. BEDDING AND MUNCHING MATERIAL CHLORIDE PPE SHALL BE ASTM DU21-CIA, 1, 11, OR IV 1. GRANULAR BEDDING AND ENCASEMENT A SOBS. STALL BE 91M MATERIAL SHALL BE LASS I OR II (REF. THE BOTTOOMM OF THE PIPE COMPACT BEDDING MATERIAL TO 95% STANDARD ASHY D2321 OR MN OT 3149.217 PROCTOR. GRANULAR MATERIAL SHALL BE COMPACTED TO 95% STANDARD 2 SELECT FILL SHALL BE SELECT PROCTOR MATERIAL FREE W LARGE ROCKS (3'+) AND SHALL BE PLACED IN B' MAX 2 SELECT FILL PLACEMENT AND COMPACTION. SAME AS FOR RCP. LOOSE LIFTS AND COMPACTED TO 95% STANDARD PROCTOR. NOTE FOR HOPE INSTALLED BELOW EXISTING STONES, EXCEPT THOSE USED FOR CHINKING. OR FUTURE GROUND WATER NOT WEIGHT LESS THAN 50 LDS EACH. ELEVATIONS, PIPE BEDDING AND E14CAMAENT SHALL BE CUSS I, CRUSHED ROCK PER ASTM D2321. SS—S-6 36' to 46" 10-13 FLARED END SECTIONS. 05/06 TRENCH AND BEDDING DETAILS NO SCALE TRASH GUARDS HILL BE REWIRED ON 12' OR A LARGER PIPES. IN PUCE OF TRASH WARDS, ENERGY DISSIPAIORS (MN/DOT STANDARD PULE \' NO. 5201 B) MAY BE USED. GEOFABRIC REWIRED UNDER RIPRAP (MIRM 500 OR EOUAL). NOTE TIE UST 3 JOINTS ON INLET AND OUTLET. IF NO APRON IS USED, TE UST 3 SECTIONS OF PIPE USE 2 TE BOUT FASTENERS PER JOINT INSTALLED AT SO' FRW TDP OR BOTTOM OF PIPE USE 5/e' TES FOR PIPE SIZES 12' TO 27-. USE 3/4' T6 FOR RPE SIZES 30' TO 66'. USE 1' TIES FOR HPE SIZES OVER 72'. NUTS AND WASHERS ARE NOT REWIRED ON RPE SIZES LESS THAN 21'. HAND -RACED MPRAR, 1 FOOT DEEP INDIVIDUAL STONES, EXCEPT THOSE USED FOR CHINKING. SHALL NOT WEIGHT LESS THAN 50 LDS EACH. RIPRAP REWIRED SIZE OF RPE CU. YD. 54' § Ota 20-24 PUCE RIPRAP MOUND SIDES AND OVER TOP OF 36' to 46" 10-13 FLARED END SECTIONS. 27' 1. 33' 6-8 24' k Less 4-fi ST --Q IB E BEGS BSd.IS Q 12' TO21' TO 42' 1' 6' NOTE ONE CU. YD. IS 48' M 72' I—W 1' 12' APPROXIMATELY I O TONS. 1 4 N X. 6'11AX T IT T PROVIDE 3 CLIPS TO FASTEN TRASH WARD TO FES HOT OP GALVANIZE AFTER FABRICATION. SS -06 05/06 NO SCALE FLARED END SECTION BALLED.AND BURLAPPED STOCK: CONTAINER STOCK: ROOTS OF ALL BALLED AND BURLAPPED STOCK SHALL FML THE SOIL DIG THE PLANTING HOLE TWO TO THREE TIMES WIDER THAN THE SIZE OF BALL, BE FREE OF KINKS. CIRCLING.AND GIRDLING. AND THE THE CONTAINER, OR TO THE EDGE OF THE PLANTING BED AS INDICATED UPPERMOST ROOTS SHALL NOT BE MORE THAN FOUR INCHES BELOW ON THE PLANS, AND AT THE SAME DEPTH AT WHICH THEY GREW IN THE THE TOP OF THE SOM BALL. TRANSPORT ROOTS SHALL BE NURSERY. FOR ADDITIONAL PLANTING BED PREPARATION, SEE PLANTING SYMMETRICAL AROUND THE TRUNK/ STEM OF THE PLANTS. SOIL BALLS NOTES. MUST BE CENTERED OR NO MORE THAN IW° OFF CENTEK ROCK MULCH: TIEPIN OF APE D SHALL BE OVER ALL DISTURBED AREAS WITHIN REMOVE CONTAINER (BY CUTTING IF NECESSARY)- —� DIG THE PLANTING PIT TWO TO THREE TIMES WIDER THAN THE SIZE OF e� THE ROOMALL AND AT THE SAME DEPTH AT WHICH THEY GREWIN THE IF ROOTS ARE GROWING IN A SPIRAL AROUND THE SOIL MASS, USE A NURSERY. SCARIFY THE SLOES AND BOTTOM OF THE PLANTING PIT. SHARP KNIFE TO SCORE THE OUTSIDE OF SOIL MASS VERTICALLY, NST -^ PLACE PL ANTINPLANTINGPITANDSETPIANTSVERTICAL. WHEN DEEP ENOUGH TO CUT THE NET OF THE ROOTS. AND MAKE A CRKSSCROSS CUT ACROSS THE BOTTOM OF THE SOIL MASS. MOVING PLANTS. LIFT FROM BENEATH THE ROOT BALL. DO NOT LIFT BY THE TRUNK AND DO NOT BREAK OR LOOSEN THE ROOTBALL. SET PLANT ON SOLID UNDISTURBED SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL SO THE TOP OF THE SOIL IS,AT FINISHED GRADE OR SET PLANTS ON SOLID. UNDISTURBED SOIL, OR THOROUGHLY COMPACTED BACKFILL SOIL SO THE TOP OF THE ROOTBALL IS SLIGHTLY �.. eaansT3 r SLIGHTLY ABOVE, NOT TO EXCEED Tu'O INCHES, ABOVE FINISHED GRADE TO EXPOSE ROUTFLAIRS ON ALL B&B TREES TO PREVENT'STEM GIRDLIN(7, wV rvo;sruaeEo uai BACKFILL PLANTING BED WITH ORIGINAL SOIL. BREAK UP CLODS OF SOI. IF SOILS ARE POOR HE: HEAVY CLAYS. SAND, OR COMPACTED), BACKFILL CAN BE A MIXTURE OF In SOIL AMENDMENT WITH L3 PULL BURLAP ORIGINAL SOIL. DO NOT USE PEAT AS PART OF BACKFILL W CLAY SOILS. JCUTANDREMOVEALLTWINEAROUNDTKTRUNK AWAY FROM TRUNK SO THAT NO BURLAP REMAINS IN THE TOP THREE INCHES OF THE SOIL SURFACE. REMAINING BURLAP SHALL BE SLR AT x'�T 1�SI�3n REMOVE ALL ROCKS AND DEBRIS FROM BACKFILL SIX INCH INTERVALS.AROUND THE CIRCUMFERENCE OF THE ROOTBALL. i E THOROUGHLY WATER TO SETTLE THE PLANTS AND FILL VOIDS WITHIN TN'O HOURS OF PLANTING. INSTALL MULCH WITHIN 48 HOUR50F BACKFLLLPLANl1IJGPITWITHORIGWALSOILHALFWAYTOTHETOP OF C)1-. llkr K i)Ikr I rFlkr€kr . FNM WATERING. THE ROOTBALL. BREAKUP CLODS OF SOIL. H SOBS ARE POOR (LE. '£_ ' rR r€tYrE1 HEAVY CLAYS,SAND, OR COMPACTEDL BACKFILL CAN BE AMIXTUREOF BALLED AND BURLAPPED STOCK SPRING TO MID -SUMMER PLANTING: -, ORIGINAL SOIL O NO USE PEAT IA SOIL AMENDMENTMIXED WITH N D FERTILIZE AT THE TIME OF PLANING WITH A SLOW-RELEASE, BALANCE , ASP.ART OFBACKFILNCLAY5 U. REMOVEALLROCKSANDDEBNS FERTILIZER USEACCORDWGTOMANUFACIUREWSINSTRUCTIONS. MLX FROM BACKFILL AND THEN WATER PLANT AND BACKFILLEDAREA TO FERTILIZER W WITH BACKFILL OR BROADCAST IN A DIAMETER AROUND SETTLE PLANTS AND FILL VOIDS. THE PLANT. REMOVE ALL WIRE BASKETS FROM THE TOP I,^_ OF THE ROOTBALL.AND LATE SUMMER TO FALL PLANTINGS: Zt CONTINUEBAC UMGREMAININGPLANTINGPITWITHORIGINAL USEAFERTILIZERWITHOUTNITROGENFORDECIDUOUSTREES. DONOT SOIL. APPLY ANY FERTILIZER TO EVERGREEN TREES AND SHRUBS PLANTED IN LATE SUMMER OR EARLY FALL WATER THOROUGHLY A SECOND TIME TO SETTLE PLANTS AND FW. VOIDS WITHIN TWO HOURS OF PLANTING. PLACE SPECIFIED MULCH SHREDDED WOOD MULCH: WITHIN U HOURS OF THE SECOND WATERING, PROVIDE SUPPORT T NECESSARY. SHREDDED WOOD MULCH SHALL BE INSTALLED ATA 6' COMPACTED HIRar DEPTH PLA CE TO THE EDGE OF THE PLANTING BID. PLANTS NOT IN A PLANTING BED SHALL HAVE A 4- DIA. MULCHED AREA. MULCH ALL PLANTS AND PLANTING BEDS _ il_^j SHALL BE PULLED AWAY FROM DIRECT CONTACT WITH THE TREE [ Y - rrr TRUNK OR PLANT STEM. MULCHED AREA SHALL FORM A WELL L_t !i uuolenwern so¢ L AROUND PLANTS OR PLANTING BES. CONTAINER STOCK ROCK MULCH: TIEPIN OF APE D SHALL BE OVER ALL DISTURBED AREAS WITHIN LANEIFORM ARES LANDSCAPE FABRIC IN AREAS INDICATED ON 7'FI PLANS. INDICATED ANS e� PLANTING DETAIL - ALL PLANTS GENERAL NOTES: SITE SURVEY AND BOUNDARY INFORMATION PROVIDED BY OWNER CONTRACTOR SHALL FIELD VERIFY ALL INFORMATION ON THE SITE AS CHANGES TO THE ORIGINAL SURVEY CHANGE PERIODICALLY WITH ONGOING CONSTRUCTION WORK AT THE SITE NOTE: ANY DISCREPANCIES FOUND THAT AFFECT THE WORK SHALL BE REPORTED TO THE M NER / LA -E FOR CLARIFICATION PRIOR TO ANY ADDITIONAL WORK BEING COMPLETED. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING.AND CONSTRUCTION START. CONTRACTORISRESPONSIBLEFORALLLOCATFS. All LOCATESSHALLBEREVIEWEBYTHEOWNER -E PRIOR TO CONSTRUCTION START. CONTRACTOR SHALL BE RFSPONST13LE FOR PROTECTING ALL EXISTING STRUCTURES, UTILITIES, TREES. SITE AMENITIES, ETC. THATARE TO REMAIN FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY DAMAGE TO EXISTING ITEMS TO REMAIN (AT CONTRACTORS EXPENSE) AND IS CONSIDERED INCIDENTAL TO THE CONTRACT. DIMENSIONS TAKE PRECEDENCE OVER SCALE DIMENSIONS ARE TO BACK OF CURB WHERE APPLICABLE, UNLESS STATED OTHERWISE. FIELD VERIFY (FV) ITEMS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PLANTING NOTES: 1. ALL PLANTING BEDS SHALL BE PREPARED IN THE FOLLOW NG MANNER: -REMOVE EXISTING VEGETATION, ESPECIALLY GROUNDEVER -ROTOTBL TO A DEPTH OF 12 INCHES AND INCORPORATE FERTILIZER TRENCH THE EDGE OF THE PLANTING BEDS - W STALL EDGING WHERE APPLICABLE -REMOVE ALL ROCKS AND DEBRIS -INSTALL PLANTS AS PER PLANTING DETAIL AND SPECIFICATIONS -INSTALL SPECIFIED MULCH TO SPECIFIED DEPTH - WOOD MULCH SHALL BE PULLEDA WAY FROM STEMS/IRUNKS OF AIL PUNTS. - WATER AS PER DETAIL AND SPECIFICATIONS 1 CONTRACTOR SHALL NOT PLANT TREES OR SHRUBS IN PLANTING PITS WHERE HIGH WATER OR OTHER UNFORESEEN CIRCUMSTANCES ARE ENCOUNTERED. CONTRACTOR SHALL NOTIFY OWNE'R/LANDSG4PE ARCHITECT B.TMEDIATELY IN SUCH INSTANCES. 3. ALL PL AM MATERIALS SHALL BE TRUE TO THEIR SCIENTIFIC NAME AND Sill AS INDICATED IN THE PLANT SCHEDULE. 4. OWNER RESERVES THE RIGHT TO REVISE QUANTITIES TO SUIT BUDGET LIMITATIONS. CONTRACTORS UNIT BID PRICES SHALL PREVAIL FOR ANY CHANGES IN QUANTITIES. 5. CONTRACTOR SHALL FIELD STAKE PLANTING ACCORDING TO PLAN, OWNER I LANDSCAPE ARCHITECT SHALL APPROVE ALL PLANT LOCATIONS PRIOR TO INSTALLATION. OWNER RESERVES THE RIGHT TO REVISE PLANTING LAYOUT AT TIME OF INSTALLATION. 6. BID FORM QUANTITIES TAKE PRECEDENCE OVER PLAN QUANITTFS, LANDSCAPE ARCHITECT SHALL MAKE ADJUSTMENTS TO LAYOUT W SUCH INSTANCES. U M I H 0 BUILDING FOUNDATION SHALL BE PLANTED WITH ORNAMENTAL SHRUBS W SELECT LOCATIONS AND j Y SHALL BE MULCHED WITH 4- DEPTH OF DECORATIVE BOCK MULCH (TYP) V , 14116d,= Sunmrcr Cmb @7 -12" -cal B&B i ) HBur oak + i '91'S+atH+om � fay-gaLl�nW me ' Il Bur oak \`V I C' 2 J* ey fi 17)Sli wjYc . I SII M � 7 ra 1 B4oB 'i i , >OOM4 l I'i ; a• i -- I ; I! r SODDING REQUIREMENTS: f j! SOD SHALL BE PLACED IN ALL DISTURBED AREAS WITHIN CONSTRUCTION LIMITS THAT ARE NOT HARD SURFACED, PLANTING BEDS, OR INDICATED U OTHERWISE, IN ACCORDANCE TO THE PLAN AND SPECIFICATIONS. All. AREAS OUTSIDEOFCONSTRUCTION LIMITS THAT ARE DISTURBED CONTRACTORS CONSTRUCTION E CION SHALL BE SODDED BY THE CONTRACTOR A7 - �� 1•.R •F/ CONTRACTORS EXPENSE. / i �i�_ .{///,,,,__ _�.•% Q '..: + Ik, Y." ,•. ~ )\".,may ' f'f '' REFER TO SPECIFICATIONS FOR ADDITIONAL RE UIREMEN"IS. OVE L!LE SCALE: I" = 30'-0" PLAN B I T U M 1 N 0 U E�quw SEIM r' 5TH lr" F 'I_I��,i�/J E 1 1 U 6j i\ D,CnE`. B I T U u; N PLANTING NOTE: ALL PLANTS AND PLANTING BEDS - NOT PART OF BUILDING FOUNDATION PLANTINGS SHALL BE MULCHED WITH 6" DEPTH OF SHREDDED HARDWOOD MULCH M -P) RESTORATION NOTE: ALL DISTURBED AREAS WITHIN CONSTRUCTION LU M SHALL BE SODDED (TYP) j i(h. BITUMiNTR)S BiromejoU5 ----------3D--- r-----3R----W.,.--- YD BETU Scale I"= 30' C u W A P P L E W O O D F O R T E C R Y T A L ME Is L ABBREVIATIONS - XT. EXTERIOR TN. PARTITION A.PACCESS PANEL EP ACACOUSTIC MSH. FLASH No P.A.R. AC.. ACOUSTIC BOARD F. FLOOR PLAS. PATCN AS REQUIRED PLASTER AL. T. ACOUSTIC TIME F.D. FLOOR DRAIN PL 7. PLATE ADD. ADDENDUM FIN. FINISH ?OL ALUM. ADDITION FFE FINISH FLOOR O.T. POLISHED QUARRY TILE La ALUM. ALUMINUM ELEVATION R. RADIUS OR RISER ALT. ALTERNATE F.E. FIRE EXTINGUISHER R.C. A.R. ANCHOR BOLT FR. FR TURF REF. RAIN CHUTE REFRIGERATOR [ ANGLE FR. FRAME RED. APT. APARTMENT F.A. FRESH AIR REO. A.T. ASPHALT TILE FUR. FURRING RET. REGISTER REQUIRED RETAINING T w _ A T I O AT G.I. GALVANIZED IRON R.D. ROOF DRAIN I�`IIIIIJII 1\\VIII UNIT SENIOR la`YriJ� COOPERATIVE .SMT. BASEMENT GA. GAUGE RM. .. BATHROOM GEN. GENERAL R.S. ROOM ROUGH SAWN JIIIIIL JIiI'lIL' ON. BEAM GL GLAZED; CUSS 0 ROUND BRG- BEARING GYP. GYPSUM RUB. B.R- HDW. HARDWARE S.F. B.M. BENCHMARK HDCP. HANDICAP SECT. RUBBER SANOFLOAT FINISH SEC710N CRYSTAL, I I� T T T IE S {�jlTi ,(,� /i�$L \SII \ill m SEOROON BET. BETWEEN HER. HARDWOOD SHT- SHEET JIpIL 1 IIIIH I JAIL v� BIT. BITUMINOUS HER. HEADER SIN. SIMILAR 1 BLK. BLOCK HTR. HEATER S. BID. BLOCKING KT. .0 HEIGHT S.B. B0. BOARD M.C. HOLLOW CORE S.C. B.W. BOTN WAYS H.M. HOLLOW METAL SPEC. SINK SOIL BORING SPUD CORE SPECIFICATIONS T �T,T� �� , IILJ O BI- J�' III T \ T I pl IIL� III p IIIO/I \71 FOR PROPERTIES �,T--� III Uy IIL1" O IpII1-JV IpI�LA� ��® III IIIIII IIIIILJ, S d . ^' C Po B.W. BOTTOM HORIZ. HORIZONTAL S. BLK. SPLASH BLOCK JIIIIL� ,)ILLI-\b 1 JIIIIL �IIIIL,J. JIINLOW JIIIL� JIIIIL\00 JIL JIL-J JIIIIL\b JIIIIL JIL JLLJ ^C'N - B.C. BOTTOM OF CURB H.B. HOSE BIB S0. BRKTS. BRACKETS H.W. HOT WATER S B V SQUARE STAIN AND VARNISH BR. BRICK INCL INCLUDED ST. ST. STAINLESS STEEL U> [� BUILDING CODE APPLICABLE CODES: IBC 2000 EDITION, 2003 CAB. CABINET )NST. INSTRUMENT STD. STANDARD CPT. CARPET I.D. INSIDE DIAMETER STL. STEEL W m W-1 C.W. CASEWORK INSUL INSULATION STA. STRUCTURAL STATE OF MINNESOTA AMMENDMENTS C.1. CAST IRON INT. INTERIOR SUSP. C.B. CATCH BASIN INTER. INTERMEDIATE SW. SUSPENDED SWITCH U m C y' ,G' 0 1 6 AREA 1 AREA3 CAULK (SPELL OUT) INV. INVERT SW. BD. C ER. CERAMIC JAN. JANITOR TUB SWITCH BOARD BATHTUB A. ASSEMBLYAREA AREA 2; (GARAGE LEVEL) A. OCCUPANCY CLASSIFICATION F. MIXED OCCUPANCY a,-- = N K �" F CCG. CEMENT JT. JOINT TEL TELEPHONE CEM. CEMENT JST. JOIST T.V. TELEVISION GROUP A, DIVISION 3-ASSEMBLY DINING ROOM GROUP R, DIVISION 2-RESIDENTIAL ( I A. OCCUPANCY CLASSIFICATION B. TYPE OF CONSTRICTION ACTUAL /ALLOWABLE PR. FL G may'^� G.T. CERAMIC TILE L.P. LAMINATED PLASTIC TER. LAVATORY TEXT. TERRAZZO TEXTURE A3-BASE ALLOWED- 11, 500 SQ.FT. TYPE V -A ACTUAL /ALLOWCABLE PR FL.<1+'`^ C.O. CLEANOUT UV. CLO. CLOSET LT. LIGHT T.P.H. TOILET PAPER HOLDER GROUP 5 DIVISION 2 - GARAGE SPRINKLED UNDER NFPA 13 28320 / 33750 r 4410143125 =.93 ct AREA "^+.-y CoL COLUMN LW.C.B. LIGHTWEIGHT CONCRETE T.C. CoNC. CONCRETE BLOCK T.D.E. TOP OF CURB TOP OF DECK ACTUAL FLOOR AREA - 4,410 SQ. FT. B. TYPE OF CONSTRUCTION C. LOCATION ON PROPERTY }@Maw x a a -- v fI Co D. CONDUCTIVE UN. LINEN CLOSET T.O.P. CONST. CONSTRUCTION ENO. LIN T t G TOP OF PARAPET TONGUE AND GROOVE 7-HR RATED AREA WITH 45 MIN RATED OPENINGS ��es ' : • TYPE IA-3 HR FRONTAGE INCREASE CALCULATION: 6 - -= 0 0 =0 0 E C 0 CONT. CONTINUOUS L.R. LIVING ROOM T.B. TOWEL BAR SPRINKLED UNDER NFPA 13 R TOTAL BUILDING PERIMETER - P =1296 S.F.. I : _ m CO TR. CONTRACTOR M.O. MASONRY OPENING T. TREAD D. ALLOWABLE FLOOR AREA PER FLOOR OPEN FRONTAGE PERIMETER - F= 1296 S.F. y - = d a 2 CORR. CORRIDOR MAX. MAXIMUM TYP. TYPICAL C. FLOOR AREA MIN. WIDTH OF PUBLIC WAY- W=30 %Po A+<H " - : 0:2 [ J C.J. CONTROL JOINT MELH. MECHANICAL U. CABINET UP (FOR STAIRS) OR URINAL R2-BASE ALLOWED- 11,500 SQ.FT. H=10011296/1296-0.25).30130=%75 µ ` CSK. COUNTERSINK M.C. MEDICINE DET. DETAIL MET. METAL U.H- UNIT HEATER INCREASE FOR FRONTAGE - - 8, 625 SQ.FT. S2 -BASE ALLOWED -UNLIMITED '• SITE DIN. DIMENSION MIN. NINIUU4 V.S.E. VENEER SHELF AC AL FLOOR AREA -32, 308 SQ.FT. D. ALLOWABLE FLOOR AREA PER FLOOR y' '.1 _.. m 0 0 0 o DR DINING ROOM NISC. NET. YISCELUNEOUS ELEVATION INCREASE FOR SPRINKLERS - 11, 500 X 2= 23,000 SQ.FT. R2-BASE ALLOWED- 12,000 SQ.FT. A -. { ^' -' SE E OISP. DISPOSAL METALLDING V. VENT TOTAL ALLOWABLE PER FLOOR - D. BUILDING HEIGHT DR DOOR MLOG. uOLDING VENT. VENTMTION OR 11,5DO 8625+23000=43125 SO. FT AR A 3(BASEMENT) 1 STORYs�H INCREASE FOR FRONTAGE- -9,000 SQ.FT. p ` ; wx , _, _. .- T1 m m o• DN. DOWN (FOR STAIRS) YTD. MOUNTED DWG. DRAWINGS N.C. NO CHANGE VERT. VENTILATOR VERTICAL INCREASE FOR SPRINKLERS - 12,000 X 2= 24.000 SQ.FT. k ' .. R 0 DF DRINKING FTN. N,I.L. NOT IN CONTRACT VEST. EA. EACH N-T.S. NOT TO SCALE V.A.T. VESTIBULE VINYL ASBESTOS TILE TOTAL ALLOWABLE PER FLOOR -45,000 SO. FT. PER FLOOR - i " •' GU ma CUEC. ELECTRICAL NOM. NOMINAL V.W.G. VINYL WALL COVERING 45,000. (3) FLOOR=135,000 S.F.I(4) STORY=33, 750 PER FLOOR ,y;; F ' • > _Z'0 O c EL. ELEVATION N0. NUMBER WAINS. ELEV. ELEVATOR OBS. OBSCURE W.C. WIANSCOTE WATER CLOSET ACTUAL IST FLOOR AREA - 28, 320 (R- OCC.) SO. FT. -410 (A-OCL.) =32, 730 S.F. k • - p - ` --' "" - u 0 U) a ; % E. ENAMEL O.C. ON CENTER W00. ENGR. ENGINEER OPENING WINDOW ACTUAL 2ND FLOOR AREA 31, 628 SD. F7. !- .. ,: - = fr- y w OPNG. W. GL ENT. ENTRANCE O.D. OUTSIDE DIAMETER W.I. WIRE GLASS WROUGHT IRON ACTUAL 3RD FLOOR AREA - 32, 308 SQ. FT. ACTUAL 4TH FLOOR AREA - 32,308 SQ. FT.'' 3 '. - ' `= im p n u z w EQUIP. EQUIPMENT O.H. OVERHEAD W/0 WITHOUT'£ EXIST. EXISTING PT. PAINT W.R. WATER RESISTANT NOTE: ATTIC SPACE SHOULD BE SPRINKLED ENTIRELY ACTUAL TOTAL (FOE ALL FLOOR) - 128. 974 SD. FT., - EXP. EXPOSED OR PHIL. PANEL W.R.B. WEATHER RESISTIVE E. BUILDING HEIGHT 4STORV EXPANSION PR. PAIR BARRIER MATERIALS SYMBOLS BUILDING DATA SITE DATA PROJECT TEAM Q CONCRETE GYPSUM BOARD ELEVATION NET RESIDENTIAL AREA OWNER: STRUCTURAL ENGINEERS: BUILDING COVERAGE = 32, 730 SQ.FT. ® BRICK ®ACOUSTIC TILE SOIL BORING UNITED PROPERTIES 3500 West American BW, BLANCHARD ENGINEERING 6936 WASHBURN AVE S BLOOMINGTON, MN 55431 RICHFIELD, MN 55423 O CONCRETE BLOCK METAL SHEETNO. ® (E)-1) TAIL CIVIL ENGINEERS: GARAGE AREA = 32, 308 SQ. FT. PARKING ARCHITECT: METAL STUD FINISHED WOOD W MFRA McCombs Frenk Ross Associates, Inc. FIRST FLOOR = 32, 730 SQ. FT. PARTITION WINDOW TYPE ei JSSH ARCHITECTS 1480028yh Avenue N. Suite 140 28 ®WOOD STUD ®ROUGH WOOD -DooR No. ADDITIONAL PARKING STALLS FOR CHURCH 42 STALLS 14525 HIGHWAY 7 Ply-um, MN, 55447 PARTITION 106 SECOND FLOOR = 31, 628 SQ.FT. MINNETONKA, MN 55345 MECHANICAL ENGINEERS ON GRADE TOTAL (FOR CO-OP) 39 STALLS EARTH PLYWOOD = 32, 308 SQ.FT. i--Fec THIRD FLOOR LANDSCAPE ARCHITECT FIRE EXTINGUISHER -�- GRAVEL ® GLASS -J WITH CABINET FOURTH FLOOR = 32, 308 SQ.FT. Breuer 8 Assoualas. LTD ELECTRICAL ENGINEERS: /--FE B TT OR LOOSE FILL INSULATION FIRE EXTINGUISHER® ON BRACKET 1D41T E.cIslor, BNa-SuRe one Plymouth, MN. 5547 F- m w TOTAL BUILDING GROSS = 128, 974 SQ.FT. GARAGE 75 STALLS U TOTAL BUILDING GROSS (INCL. GARAGE) = 161,282 SQ.FT. TOTAL 114 STALLS ® RIGID INSULATION w Fw- z IL SHEET INDEX UNIT BREAKDOWNa aOf . 0 0 CS. COVER SHEET UNIT 1st 2nd 3rd 1 4TH TOTAL GROSS AREA NET ARE, (SQ. OTAARLEANE TOTALGGRROSS DIMENSIONS UJ o 1 CIVIL DRAWING ARCHITECTURE DRAWING (CONTINUE) ARCHITECTURE DRAWING (CONTINUE) w A BR DNi6o"sl t BATH 0 0 0 e3s 784 B4 M152B x30 Cl GRADING, DRAINAGE AND EROSION CONTROL PLAN 2.3 SECOND FLOOR PLAN - OVERALL PLAN 4.1 EXTERIOR ELEVATIONS aOf a o B 2BR LIBERTYI2BATH 0 1 1 13 1171 1107 3321 3613 28'X42' CIA GRADING, DRAINAGE AND EROSION CONTROL PLAN 2.31 ENLARGED SECOND FLOOR PLAN (AREA-A)4.2 EXTERIOR ELEVATIONS Q a LL B1 2BR Mcln, W2 BATH 0 1 1 1 3 1003 953 2851 3009 28' X42• C1 B GRADING, DRAINAGE AND EROSION CONTROL PLAN 2.32 ENLARGED SECOND FLOOR PLAN (AREA- B) 4.3 EXTERIOR ELEVATIONS C IBR /DEN Haralson/l BATH 1 1 4 1214 +152 4606 4856 2B'. ANGLE C2 UTILITY PLAN 24 THIRD FLOOR PLAN -OVERALL PLAN . 5.1 WALL SECTIONS E 2BR Empire/2BATH , 1 , 1 4 1273 1220 4880 5092 B'X U'(ANGLE C3 NOTES AND DETAILS C4 NOTES AND DETAILS 2.41 ENLARGED THIRD FLOOR PLAN (AREA- 5.2 WALL SECTIONS G 2BR CORTLAND/2BATH 4 4 4 4 16 2ss zz3 Bsse 20170 3z X1. C5 CROSS SECTION PLAN 2.42 ENLARGED THIRD FLOOR PLAN (AREA- B G1 2 BR/DEN GALA2BATH , , 1 1 4 ,654 1677 6308 3PX 38/ANGLE 5.3 WALL SECTIONS C6 EXISTING UTILITIES REMOVALS AND ABANDONMENT PLAN 2.5 FOURTH FLOOR PLAN - OVERALL PLAN C7 GRADING AND UTILITY PLAN 2.51 ENLARGED FOURTH FLOOR PLAN (AREA- A) 5.4 WALL SECTIONS 5.5 WALL SECTIONS G2 2BR DEN GALA PLUSl2 BATH 0 3 06 611 fi444 6824 32'X 39-JANGLE M24 1 2BR BRAESURN/2BATH , 2 2 2 7 1255 1196 8372 9785 28'x45' 2.52 ENLARGED FOURTH FLOOR PLAN (AREA- B) LANDSCAPE PLAN 2.6 ROOF PLAN 6.1 INTERIOR ELEVATIONS L 2BR/DEN ROME/ 2BATH 3 3 3 3 12 1395 1328 15936 16740 28'x50' L1 OVERALL SITE LANDSCAPE PLAN 2.61 ENLARGED ROOF PLAN (AREA-A) 6.2 INTERIOR ELEVATIONS L1 2BR/DEN SOUTHERN ROSE/ 2BATH 3 3 3 3 +2 1395 1328 15936 16740 28'x50• L2 COOP LANDSCAPE PLAN 2.62 ENLARGED ROOF PLAN (AREA- B) 6.3 INTERIOR ELEVATIONS M 2BRIDEN HONEY CRISP 2 2 2 2 8 1525 1 1457 11658 1 12200 28X48' L3 COOP LANDSCAPE ENLARGEMENT PLAN Q 28R WASHINGTON 0 0 1 1 2 1445 1381 2762 2090 28•x45' L4 COOP GARDEN BED LAYOUT AND DETAILS 2.7 REFLECTED CEILING PLAN 6.4 INTERIOR ELEVATIONS N 28R FUJI 0 0 I 2 057 004 4016 4228 2,'x38 ARCHITECTURE DRAWING 7.1 DETAILS w o 3.1 1/4" UNIT PLANS 7.2 DETAILS m o 1.0 SITE PLAN 3.2 1/4" UNIT PLANS 8.1 DOOR 8: FRAME TYPES, SCHEDULES, ¢N p 1.1 ENLARGED SITE PLAN FOR CORP BUILDING 3.3 1/4" UNIT PLANS w w < m 2.0 OVERALL FOOTING AND FOUNDATION PLAN STRUCTURAL DRAWING m 00<>- 2.01 ENLARGED FOOTING AND FOUNDATION PLAN (AREA- A) 3.4 1/4" UNIT PLANS - UD rD L) `g TOTAL i BEDROOM 1 2.02 ENLARGED FOOTING AND FOUNDATION PLANAREA- B ( ) 3.5 1/4" UNIT PLANS S-1 THRU S-3 STRUCTURAL FRAMING PLAN TOTAL IBEDROOMAND DEN 4 of no. 059 2.1 GARAGE PLAN -OVERALL PLAN 3.6 114" ENLARGED PLANS S-4 THRU S-8 STRUCTURAL DEATILS TOTAL 2 BEDROOM 41 2.11 ENLARGED GARAGE PLAN (AREA-A)3.7 1/4" ENLARGED PLANS TOTAL 2 BEDROOM AND DEN zs 2.12 ENLARGED GARAGE PLAN (AREA- B) 3.8 114" ENLARGED PLANS TOTAL UNITS s 19 20 20 Ts 2.2 FIRST FLOOR PLAN - OVERALL PLAN 3.9 1/4" ENLARGED PLANS TOTAL OF ONE GUEST ROOM , 448 ma ase aae 2.21 ENLARGED FIRST FLOOR PLAN (AREA-A) or a!, e% GROSS AND NET AREA 55955 10206!1 ^C 2.22 ENLARGED FIRST FLOOR PLAN (AREA-B)TOTAL W M ----------- ------------ ------------ versa. act[ _ —b — EN MARK d7 E�s�Bs E£E7 .err tlA au �� 8° "-- —A N U E N. 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J � Ir wQ O ai ob no. 05-49 or sneers 2.5 C 05-49 01 sheets 4.1 Ib - 05-49 or sneers 4.2 oe no. 05-49 m sneers 4.3 M E M O R A N D U M DATE: August 10, 2006 TO: Planning Commission (August 14th meeting) FROM: Jason Zimmermann, Code Enforcement and Zoning Administrator SUBJECT: Public Hearing: Application 2006-15 for a Variance to reduce the south setback at 4510 Brunswick Avenue North. A. BACKGROUND The property owner built a patio encroaching into the required south setback. The applicant received a building permit for a patio slab with an approved plan that shows the slab extending 10 feet off the south wall of the home to a point 3.69 feet off the south property line. The patio slab as built extends 13 feet from the south side of the house and extends into the required side setback. The portion of the patio that extends beyond what was approved as part of the building permit cannot remain unless a variance is granted to reduce the south setback from 5 feet to 1 foot. The property owner has applied for such a variance. Notice of the August 14, 2006 public hearing was mailed to all property owners within 350 feet of the subject property on August 3, 2006. Section 515.33 Subd. 8 c) 1) requires a 5 foot setback from the side lot line. The plan approved by the building official shows a 3.69 setback from the south lot line. The 5 foot setback requirement was overlooked and the submitted plan showing a 3.69 setback was approved by the building official. Therefore, if the variance is denied, staff recommends only that portion of the patio exceeding what was approved be removed so that it complies with the plan that was approved with the building permit issued on April 27, 2006. The following Exhibits are attached: A. 2004 aerial photo showing the location of the property. B. Written narrative from applicant. C. March 7, 2000 survey of property. D. Application for building permit dated April 26, 2006. E. Building permit dated April 27, 2006. F. Approved plan for building permit dated April 27, 2006. G. Letter from building official dated July 12, 2006. H. Other written comments received. VARIANCE - SOUTH SETBACK - 4510 BRUNSWICK PAGE 1 OF 2 B. STAFF COMMENTS In order for a variance to be granted, state law and city code require that all three of the following criteria be met: ■ The property in question cannot be put to a reasonable use if used as required by the code. ■ The plight of the landowner is due to circumstances unique to the property not created by the property owner. ■ The variance, if granted, will not alter the essential character of the locality. In addition, state law and city code specifically state that economic considerations alone do not constitute an undue hardship if a reasonable use for the property exists under the code. C. RECOMMENDATION Deny the requested variance from 515.33 Subd. 8 c) 1) to reduce the south setback from 5 feet to 1 foot. Suggested findings of fact are as follows: Denial of the requested variance would not constitute an undue hardship in this particular case because only one of the three required criteria is met. Specifically: The property in question can be put to a reasonable use if used as required by this Zoning Code. Denial of the variance does not affect the reasonable use of the property as a single family dwelling. If the property owner feels there is no alternative to placing the structure in the side yard and having it encroach into the required setback, it is because much of the rear yard is occupied by other structures such as a swimming pool and other patios. 2. The plight of the landowner is not due to circumstances unique to the property. Any hardship is self-created because the property owner built the patio in a manner inconsistent with the approved building permit. The property is not unusually small, oddly configured or subject to significant topographic limitations. 3. The variance, if granted, will not alter the essential character of the locality. Again, please note that if denied, the applicant would be required to remove only that portion of the patio that exceeds what was shown on the approved plan. Planning Commission action is requested. Findings of fact addressing whether or not the three variance criteria are met should be included in the motion. The Planning Commission may choose to use staff's recommended findings of fact by reference in the motion. VARIANCE - SOUTH SETBACK - 4510 BRUNSWICK PAGE 2 OF 2 Page 1 of 1 EXHIBIT A h4://vAml3.co.hennepin.mn.us/output/HL2—W-WW13566420242098jpg 08/04/2006 HCPropertyMap Hennepin County Property Map Page 1 of 2 Give us your feedback or suc Hennepin County Surveyor n N sl map F2 ,IN, Recentet on click 6'Yes No Last update: 2/24/2006 at 3:30 PM — READ IMPORTANT DISCLAIMER INFORMATION BELOW Click for detailed___ nformation on_this pa-rcel Property ID Approximate Property Approximate Property Perimeter Area 09-118-21-33-0141 419 ft. 9,937 sq.ft. = 0.23 acres Property Address Market Value Total Tax (2006) 4510 BRUNSWICK AVE N CRYSTAL, MN $313,000.00 $4,092.50 55422 The data contained on this page are derived from a compilation of records and maps and may contain discrepancies that can only be disc[ licensed land surveyor. The perimeter and area (square footage and acres) are approximates and may contain discrepancies. The informF purposes only. Hennepin County does not guarantee the accuracy of material herein contained and is not responsible for any misuse or n,_ derivatives. Please report any map discrepancies to the Hennepin County Survey Division via e-mail at SUrveyor,MapS@Co.hen nep n.mn.w The quality of the display may be influenced by your screen size and resolution setting and is best viewed at 1024x768 or higher screen n http://www 13.co.hennepin.mn.us/publicparcelimage/hcpropertymap.aspx?PID=0911821330141 08/10/2006 July 24, 2006 To whom it may concern: I, Joel VanRisseghem, believe I deserve this variance due to Subd. 2 variance stating; any person alleging that strict enforcement of specific provisions of this section would cause undue hardship because of circumstances unique to a particular property under consideration, may request a variance from planning commission and city council. In addition to section a)(ii) stating; the term "undue hardship" means that; the plight of the landowner is due to circumstances unique to the property not created by the property owner. Due to the fact that I am not a landscape architect, I asked the city inspector, Mr. Jack Molin, to come to my home, an inspect the forms before I poured the concrete. (I voiced my concern, because I did not want to remove any concrete.) He declined, stating he had already approved the permit, unless changes had been made. (Which there were none.) In conclusion: looking at the pictures I gave city council member Ann Noris, if I was to remove one foot, nine inches of concrete I would have to do the following: A. Take down and remove the Pergola. B. Drain and remove the hot tub and disconnect the electrical that was approved by the state. C. Take down and move the brick and glass wall. D. Remove the pool heater and water pipes and relocate them to the other side of the pool accessory. E. Remove the old slab that the pool heater was sitting on and extend the new stab by one foot, nine inches. EXHIBIT B Established In 1902 N0, 85 LOT SURVEYS COMPANY, INC. F.B NIOE 857849 LAND SURVEYORS SCALE: 1" = 20' REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA 0 Denotes Iron Monument 7601 73rd Avenue North 812-5eO-3093 0 Denotes Wood Hub Set Fax No. 660-3622 for excavollon only Minneapolis. Minnesota 66428 x000.0 Denotes Existing Elevation § u r u e g D r s M r r t i f i r a t p (E0)Denotes Proposed Elevation — Denotes Surface Drainage NOTE: Proposed grades are subject AVERY HOMES � /�� W� jet �57V to results of $oil teats. Proposed building Information must eplan ecked lapproved building and development or I grading plan before excavation f and conslructlon. Proposed Top of Block Garage Floor p69.1 'Proposed Proposed Lowest Floor s Type of Building I FUu- -BAs15MF"r O I_ 0 I I N� 451b �o PI�Lb�°elu � Terlae l p�zly-� 13 — gyp Lvwm=a'�c ! I V, All that part of Lot 7, Block 1, "Wagner's Garden Tracts" Hennepin County, Minnesota, except the North 65 feet of the East 153 feet and except the North 60 feet of that part of said Lot lying West of the East 153 feet thereof, according to the recorded plat thereof, and situate in Hennepin County, Minnesota. Tegether with all hereditaments and appurtenances belonging thereto, subject to the following exceptions: Highway easements over the east 20 feet as evidenced by Document Nos. 2133408 and 2133403. Lying west of the east 153.00 feet thereof. The only easements shown are from plots of record or Information provided by client. We hereby certify that this is a true and correct representation of o survey of the boundaries of the above described land and the location of all buildings and visible encroachments, if any, from or on said land. Surveyed by us this 7th day of March 2Q00 EXHIBIT C Signed 0� (��— Chories F. Anderson, Minn. Reg. No.21753 or Gregory R. Prosclt Minn Reg No. 24992 4141 Douglas Drive North Crystal, MN 55422 Phone: (763) 531-1000 Fax: (763) 531-1188 Website: www.ci.crystal.mn.us Application for Building Permit /A Permit No. 0 �1 Applicant: (check one) ,Owner ❑ Contractor Property Owner Name/Company Address Ys--l� City Contractor Company Contractor License No.: Contact Person (Print) _ Address City Phone No. L(7-120S`O0,6tE State Zip 3! 7 (� State Phone No. Expiration Date _ Phone No. Zip Designer / Company Phone No. Architect / Agent Contact Person (Print) Phone No. Address City State Zip J:\FORMS\Permit ApplicationOuilding1docLast printed 01/24/2006 9:49 AM EXHIBIT D City of Crystal 4141 Douglas Dr N Crystal, MN 55422 763-531-1000 Site Address: 4510 BRUNSWICK AVE N Lot: 007 Block: 001 Addition: WAGNERS GARDEN TRACTS PID: 09-118-21-33-0141 Use: Description: Sub Type: Add/Alt Residential Work Type: Alteration Description: New patio slab Census Code: Addition/Bsmt fin/Decks/Roof Remarks: For inspections, call 763-531-1000. Fee Summary: Valuation: $600.00 Occupancy: Construction Type: Zoning: Square Feet: Permit Type: Building Permit Number: CY031269 Date Issued: 04/27/2006 SURCHARGE - Based on Valuation 0.30 0100.4440 copies 3.55 0100.4902 Plan Review -50% 25.00 0100.4210 2003 MN State Building Code 50.00 0100.4210 $78.85 Contractor: Owner: - Applicant - St. Lic.: JOEL VAN RISSEGHEM 4510 BRUNSWICK AVE N CRYSTAL, MN 55422 612-803-0862 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. EXHIBIT E Applicant/Permitee: Signore Issued By: Signature 50 130 � 4'li ra a i � � ZI ' CP w I coo D I � j '4(� m� rt 114mrPROV E (Date) a E� W� 03 _ D This Plan Must Be Maintained and Accessible N Q, n on the Construction Site. EXHIBIT F C1 July 12, 2006 AL 4141 Douglas Drive North • Crystal, MN 55422-1696 Telephone: (763) 53'1-1000 • Fax: (763) 531-1188 Website: www.ci.crystal.mn.us JOEL R VANRISSEGHEM 4510 BRUNSWICK AVE N CRYSTAL MN 55422 Re: 4510 BRUNSWICK AVE N Dear JOEL R VANRISSEGHEM: On Tuesday, July 11, 2006, an inspection was performed of the new patio slab, building permit CY031269 BL, on your property at 4510 BRUNSWICK AVE N. The work as completed does not comply with the approved plan which shows the patio slab extending 10 feet from the south side of the house. The patio slab as built extends 13 feet from the south side of the house and encroaches into the required side yard. Enclosed is a copy of the approved plan. The slab must be corrected to conform to the approved plan. You have 30 days from the date of this letter to make the corrections and call for a final inspection or further administrative action may be taken. If you have questions contact Jack Molin by phone at 763-531-1141, or by Email at i molin(aD-ci. crystal. mn. us. Zoning and code information can be found on the city of Crystal's website at www.ci.crystal.mn.us. Sincerely, City of Crystal Building Safety Division Jack Molin Building Official Enc. CC: Patrick Peters John Sutter Jason Zimmermann BUILDING SAFETY — Serving to help keep Crystal a safe place to live and work EXHIBIT G Jason Zimmermann From: Richard Scott [scottbork@juno.com] Sent: Monday, August 07, 2006 10:14 AM To: Jason Zimmermann Subject: Variance 4510 BRUNSWICK It appears to me that the homeowner is well aware of the need of a construction permit and hoping to get by with a meager fine. This homeowner gets the same Crystal News letter as the rest of us and certainly can't plead ignorance. In previous years, the city has been very strict in these types of violations. In my case our driveway would have been about 20 inches to close to the lot line only on the length of the easement, and I wasn't able to get a permit. So I have an ugly looking driveway on one side. In another instance the homeowner in the next block had to have his concrete driveway removed with a air jack hammer. So I firmly disagree with the request for a variance. Since I will be out of town on the 14th of August I am requesting that you submit this statement at the hearing on my behalf. Richard Scott, 4542 Colorado ave North EXHIBIT H CITY COUNCIL ACTIONS ON PLANNING COMMISSION ITEMS Julv 18. 2006: Approved (unanimously) the following actions relating to variances, site & building plans, and easement vacation for the construction of detached garages at 5324-5332- 5340 Hanson Court: • Motion (#1) carried to approve a variance increasing the maximum structure coverage from 60% to 70%. • Motion (#2a) carried to deny a variance reducing the front building setback from 30 feet to 7 feet. • Motion (#2b) carried to approve a variance reducing the front and side street parking lot setback from 30 feet to 5 feet. • Motion (#3a) carried to deny a variance reducing the side and rear setbacks from 15 feet to 3 feet, respectively, to 2 feet. • Motion (#3b) carried to approve a variance reducing the side setback from 15 feet to 5 feet. • Motion (#4) carried to approve the Site and Building Plans subject to certain conditions contained in the staff report. • Motion (#5) carried to continue the discussion of vacating the existing drainage and utility easement on the northwesterly 5 feet of the subject property, until no later than October 3, 2006. 2. Approved (unanimously) the Final Plat of Thora Thorson Addition. The Council's actions on these items were consistent with the Planning Commission's recommendations.