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HomeMy WebLinkAboutMarch 2018 Packet City of Falcon Heights Planning Commission City Hall 2077 W. Larpenteur Avenue Tuesday, March 27, 2018 7:00 p.m. A G E N D A A. CALL TO ORDER: 7:00 p.m. B. ROLL CALL: Chair Larkin ____ Samatar ____ Murphy ____ Stemper ____ Williams ____ Kotelnicki ____ Sunderland ____ Council Liaison Miazga ____ Staff Liaison Moretto ____ C. APPROVAL OF MINUTES for February 27rd, 2018 D. HEARINGS 1. Variance Request – 1454 Roselawn 2. PUD Amendment – 1750 Larpenteur E. AGENDA E. INFORMATION AND ANNOUNCEMENTS F. ADJOURN If you have a disability and need accommodation in order to attend this meeting, please notify City Hall 48 hours in advance between the hours of 8:00 a.m. and 4:30 p.m. at 651-792-7600. We will be happy to help. City of Falcon Heights City Hall 2077 W. Larpenteur Avenue Minutes - Planning Commission Tuesday, February 27, 2018 7:00 p.m. A: CALL TO ORDER: The meeting was called to order by Commission Vice Chair Stemper at 7:00 pm. B: ROLL CALL: Present: Commissioners: Sunderland, Samatar, Stemper, Williams, Murphy, Kotelnicki Staff Liaison: Moretto Council Liaison: Miazga Absent: Larkin C: APPROVAL OF MINUTES. The minutes of January 23, 2018 meeting of the Planning Commission were approved. D: AGENDA: 1. Review of February 26th Comp Plan Meeting and Next Steps. a. Commissioner Stemper invited Staff Laiaison Moretto to discuss the Comp Plan open house that took place on Monday February 26, 2018 at the Falcon Heights City Hall and hosted by the consulting firm WSB. Over 40 people attended and offered usable feedback for WSB in the areas of interest. Moretto suggested the format of the open house is replicatable and if the commission wanted to host additional open house forums that should be considered by the commission sooner than later. Many of the metrics captured at the open house forum will be analyzed for both qualitative and quantitative data that will drive the analysis of the Comp Plan Update process. There will be a joint meeting of the planning commission and Falcon Heights City Counsel sometime around March 21st to discuss the Comp Plan and provide draft language for updates to the Comp Plan. b. Counsel member Miazga asked if there would be opportunities for those that expressed interest in contributing ideas to the Comp Plan updates. Feedback can be sent to staff liaison Moretto at: paul.moretto@falconheights.org c. Commisioner Kotelnicki asked how the data gathered would be used and compiled and offered his opinion that he thought the turnout was successful. d. Commissioner Sunderland noted that some community members who attended the open house forum and who had worked on the 2030 Comp Plan in the past may be interested in providing feedback and support in the 2040 Comp Plan how can they contribute. Community members should attend future open houses and/or contact Staff Liaison Moretto. E: INFORMATION AND ANNOUNCEMENTS: Workshop Session – Hendrickson Update followed the regular Tuesday February 27rd commission meeting. F: ADJOURNMENT: The meeting was adjourned at 7:27 p.m. REQUEST FOR PLANNING COMMISSION ACTION Families, Fields and Fair __________________________ The City That Soars! Description Request for a variance from the City of Falcon Heights Zoning Code. Request to i decrease front yard setback requirement to 20 feet for the demolition and reconstruction of an accessory, detached garage. Background 1454 Roselawn Avenue West, Falcon Heights, 55113, PIN 152923310046, is located on the northeast corner of the intersection of Roselawn Avenue and Pascal Street North. The legal description is Ex S 75 Ft The W 24 4/1o Ft Of Lot 2 And Ex S 75 Ft Lot 3; Blk 1 Lot 2 of Block 1 of the Barthel Villas Addition. The parcel is zoned R-1 Residential. The neighborhood predates most of the present City Code, and the existing primary and accessory structures, which has been in place since in one form or another since 1910, is considered a legally nonconforming use, “grandfathered” at the time the 1993 city code was adopted and later updated. The applicant wishes to demolish the existing garage and replace it on the same footprint as the current garage. The garage and principle structure is located 20 feet from the front yard setback; the required setback is 30 feet. Therefore, the applicant seeks a setback variance of 10 feet in order to build the ten foot addition. The applicant’s property is also over the impervious surface limit. The lot to the south, 1906 Pascal was built in 1955 and the lot to the east, 1444 Roselawn was built in 1955. The subject lot 1454 Roselawn was established before the Barthel Villa subdivision was established. Additionally, the impervious surface requirement was implemented well after the structures at 1454 Roselawn were erected. Notice of a public hearing on this matter was published in the Roseville Review on March 14, 2018. On March 14th, notice was mailed to the owners of all properties within 500 feet as required by statute. Meeting Date May 27, 2018 Agenda Item 1 Title Setback and Impervious Surface Variance – 1454 Roselawn Submitted By Paul Moretto, Community Development Coordinator Analysis In reference to Section 113-62 Variances, staff finds the following: a.That the variance would be in harmony with the general purposes and intent of Chapter 113. Staff finds that the variance requested is in harmony with the purpose and intent of the zoning chapter as stated in Section 113-1. b.That the variance would be consistent with the comprehensive plan. Staff finds that the variance requested is consistent with the comprehensive plan and that it will not impair or diminish property values or improvements in the area. c.That there are practical difficulties in complying with this chapter. Staff finds that there are practical difficulties in complying with the letter of Section 113-174 R-1 Residential Districts. 1454 Roselawn is unique because the subdivision occurred after the construction of the home and the history of the subdivision and the age of the house provides for a unique circumstance. This house was built in 1910, whereas the Barthel Villa subdivision was established in the late 1940’s early 1950’s. The lot was divided in a way that was appropriate for the development pattern at that time. The current code was not in place at that time. The current code does not provide adequate flexibility for the type of development that is standard on other lots in the city. It would be difficult to address the rebuilding of the garage without violating the city code by placing the structure somewhere else on the property. The historical impervious service to the rear of the property, that has been stated to be extremely difficult to remove, would be difficult or impossible to build on. Additionally, if the garage were to be place legally setback from the required front yard it would cause the garage to then be placed in the required rear yard. This places the garage closer the rear neighbor and would create a conflict were none exists now. If the garage were to be placed on other parts of the property, it would create an increase in impervious surface as the driveway would need to be extended. This would create a new variance issue as the property would be over the impervious surface requirement. The replacement of the garage at the historical location is the best alternative to all other possible actions. d.That the granting of the variance will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion of the public streets, or increase the danger of fire, or endanger the public safety. Staff finds that the variance will not impair an adequate supply of light and air to adjacent properties, will have no effect on traffic on the public street and will not increase the danger of fire or endanger the public safety. e.That the requested variance is the minimum action required to eliminate the practical difficulties. Replacing the garage on the original footprint is the minimum action required to eliminate the practical difficulty. All other options would create another need for a variance. f. The provisions regarding earth-sheltered construction and temporary use stated in Section113-62(e)(6) do not apply to this variance. Budget Impact None Attachment(s) •Application for setback and impervious surface variance for demolition and reconstruction of an accessory detached garage at 1454 Roselawn Avenue, including site maps showing existing configuration. •2011 Aerial photo (Ramsey County GIS) •Site Plan •Aerial •Statement from the home owner Actions Requested Hold a public hearing on the variances requested for 1454 Roselawn Avenue Make a recommendation to the City Council RUGGLES GARDEN S N E L L I N G AVE. S T . AVE. AVE. S T . GARDEN S T . L I N D Y GARDEN LARPENTEUR AVE. W. M E R R I L L L E X I N G T O N S T . S H E L D O N AVE. S I M P S O N A V E . N A R O N A A V E . AVE. W AVE. W. F E R N W O O D N . A L B E R T S T . N . W. LARPENTEUR S T . N . P A S C A L ROSELAWN A V E . ST. H U R O N D E L L W O O D A V E . S I M P S O N CALIFORNIA ROSELAWN S T . AVE. A S B U R Y AVE. A V E . AUTUMN ROMA P K W Y . N . S T . N . S T . RUGGLES S T . S N E L L I N G DRAPER H A M L I N E ST. A V E . N . S T . CRAWFORD AVE. S T . AVE. AVE. F E R N W O O D A V E . N . D E L L W O O D AVE. H A M L I N E AVE. W. S T . N . A L B E R T RUGGLES L E X I N G T O N W. CALIFORNIA IONE ST. D E L L W O O D S T . D U N L A P H O L T O N DIONNE ST. AVE. SUMMER S T . A V E . S T . RUGGLES AVE. A R O N A S T . S T . A S B U R Y S T . N . S T . N . S . T . 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L I N E E . 2 1 /2 A C . 0.20 AC 9 9 .7 3 33.01320.3 5 32,839 SQ.FT.COPY OF PLAT 1 /2 1 /2 1 /2 1 /2 1 /2 75 100 50 7 5 40 40 56.02 1 2 0 7 6 .5 134.74 6 0 1 1 .5 1 1 5 .4 1 1 2 9 6 .0 6 134.72 5 1 2 .0 1 2 9 6 55.85 50 1 3 5 .1 2 50 6 0 7 4 .4 4 137.3 6 0 6 2 7 6 .5 2 7 .6 134.76 1 2 .8 50 8 4 .5 (-10) 3 7 .1 5 6 0 72.91 3218 75 1 2 0 .7 7 1 4 5 .3 7 132.87 (-1 1 5 ) 96.5 2 5 1 4 6 .9 3 75 1 3 3 .9 5 2020 8 4 .5 8 4 .5 25 8 5 4040 20 7 4 .2 0 3 1 .6 7 1 3 3 .6 7 4 .2 0 156.83 2020 7 6 80 51 40 1 3 3 .8 7 7 3 .9 4 5 9 0 185 9 1 .8 1 1 3 3 .8 2 1 3 4 .0 0 1 5 7.6 8 40 119.78 9 6 20 136.95 134.60 1 3 3 .6 95.4560 5 4 6 0 135.42 3 7 .2 3 7 4 .4 4 7 4 .4 4 7 5 (+233) (+183) 5 4 7 6 .5 50 89.44 8 1 .9 63 33 134.56 6 0 134.54 6 0 2 9 5 .9 5 5050 100 6 0 6 0 .8 4 5 7 133.07 7 8 .6 6 7 6 .5 78.53 134.48 123.8 123.8 3640 8 5100 5 6 .9 5 132.95 3 7 .2 3 134.63 9 0 40 7 5 214.67 2 0 (-1113) (-1050) 9 5 5 8 .8 3 7 6 .5 1 1 1 .6 6 36.03 20 123.8 20 20 1 1 1 .6 6 100 69 1 3 3 .9 2 1 3 3 .8 2 1 3 5 .0 1 1 0 0 659.35 5 0 (+5) 3 7 .1 5 134.69 1 3 3 .6 6 0 7 6 .5 78 (-17.5) 6 0 9 1 .4 9 3 80 6 0 7 4 .3 1 180 6 0 10 8 5 7 4 .2 0 5 8 .5 1 6 0 6 0 6 0 78 7 6 .5 7 6 .5 6 0 5 0 123.53 5 0 2 5 5 0 132.98 (-6.98) 100 2 5 1 1 1 .9 8 64.34 7 9 2 7 5 .3 7 472.66 74 6 0 9.9 8 (+261) 73 73 73 9 0 123.20 85 75 7 6 .5 238.36 1309.00 6 0 2 3 3 .8 5 6 0 (+194) 123.03 100 5 0 1 5 3 0 .1 3 40 40 (+358) 5 2 .5 8 5 .6 8 7373 (+3 0 0 ) 7 4 .3 1 7 4 .3 1 73 66.43 7 6 .5 135.465 66666666.43 75 680 5 0 7 5 123 1 0 0 8 7 .7 3 123 46 4646 65.62 9 1 .8 5 8 2 .8 8 50 105.01 75.05 8 2 65.62 111.71 7 9 .3 1 7 4 .3 1 1 4 0 39.5 9 1 .7 7 (-97) 9 1 .8 1 1 1 4 .8 6 65.6265.62 5 2 123 7 6 .5 60 123 7 6 .4 3 5 0 8 2 72.01 8 0 1 6 5 .0 4 8 7 60 26 123 123 8 2 123 75 82106.76 6 4 .0 1 123 8 3 .8 1 8080 8 2 .9 2 5 0 75.05 1 3 5 .1 6 1 2 3 .9 0 808097.27 123.36 80 88.24 8 4 .5 123.01 (-6 3 0 ) 6 0 87 134.15 7 8 .6 6 123 111.71 (+187.5) 7 3 .9 4 5 14 5 0 134.15 110.01 80 72.91 3 0 .0 4 139 2 5 79.41 7 6 .5 8 0 5 0 86.98 7580 40 132.94 1 1 9 .5 80 85 80 80 75 1 2 8 .4 5 2 1 3 8 .4 7 1 7 0 1 2 8 .4 1 8 9 .5 1 1 5 .2 1 5 123 1 9 6 8 .5 8 1 2 5 .7 1 5 5 2 .5 1 2 5 .5 3 1 .4 8 145.5309 6 0 50 50 115 5 6 295.63 57.5 50 63 150 6 3 1 2 5 .7 1 5 6 3 5 4 123 8 2 1 0 0 1 2 5 .7 1 5 7572.95 108.01 4 3 .9 1 3 2 6 0 6 0 78.36 1 1 2 (-3) 54 (-3) 60 54 74.83 9 3 9 3 8 5 27.56 233 5 0 1 2 5 .5 1 4 7 .1 0 2 2 5 0 1 5 5 5 0 92 84 65.69 78 5 2 5 2 186.46 186.50 8 8 .8 0 78 65.69 186.43 80 1 0 0 82 1 3 5 8 6 .8 7 1 3 2 .0 9 159.52 73 0.21 AC 0.78 AC.0.53 AC. 1 /2 .36 AC..50 AC. 1.29 AC. 1 /2 0.20 AC .26 AC. .455 AC. 0.26 AC. 0.20 AC 0.20 AC 1 /2 E . L I N E W . 2 1 /2 A C . 8 0 .5 8 (0.05 AC.) 0.26 AC. 1 2 2 .0 4 260.22 0.36 AC. (+522) 0.38 AC. 2 0 3 .6 9 0.15 AC. 0.91 AC. 0.36 AC. 0.29 AC. (-9/16) N 1/2 0.27 AC. 3 4 4 .5 6 499.41 1 1 9 .0 4 239.54 55.66 1 /2 1 /2 7 9 .4 2 50 2 0 7 1 2 0 7 6 .5 60 7 2 .1 40 1 0 3 1 2 0 .8 2 50 50 6 0 4 0 .1 2 5 4 5 4 6 0 6 0 3 7 .2 2 5 .6 2 2 .4 50 4950 6 0 137.47 2 5 60 (-1 9 7 ) 7 4 .3 1 50 7 4 .3 1 (-1 2 0 .9 2 ) 7 6 2 9 5 .8 6 6 0 74.88 3 7 .1 5 1 4 7 .0 6147.2 8 6 0 132.99 5096 162.94 159.89 (-5) 20 45.89 50 1 5 0 1 3 .3 3 157.20 40 40 2 9 6 .1 2 1 8 4 .5 40 30 40 9 4 .1 6 60 2 1 .2 40 15 7 3 .9 4 5 3 2 7 .8 4 40 8 5 50 (-2 5 6 .3 5 ) 50 1 3 3 .6 60 163.5 9 1 .9 4 163.79 1 0 0 40 9 8 .2 5 1 3 3 .8 9 9 0 6 0 7 5 .2 5 20 466.14 136.06 136.10 5 4 40 2 9 6 5 9 .0 2 7 5 50 6 0 6 0 26.75 40 89.43 7 5 1 0 2 8 5 134.83 40 134.51 7 4 .4 4 7 5 40 6 0 1 4 8 .5 9 5 40 134.65 137.12 (-861) 8 3 .7 9 (-3 0 4 .2 7 ) 20 7 8 .6 6 33 6 0 9 6 89.43 6 0 134.30 5 0 2 5 1 6 2 .2 9 1 .7 9 66 136 5 8 134.51 4 0 .1 2 134.54 75 7 5 40 20 123 1 1 1 .6 7 5 0 7 5 8 4 .5 7 5 1 0 5 5 0 (-213) (+7) 150 73 75 7 6 .5 78.80 35 80 1 5 7 .9 7 1 5 6 1 3 3 .8 7 6 0 229.27 122.9 71.69 9 3 6 0 7 4 .3 1 134.69 8 5 136.185 46 6 0 6 0 3 7 .1 5 78 8 5 3 3 122.99 2 2 2 5 8 2 (-798) 6 0 2 5 163.69 2 5 8 2 8 5 132.96 5 6 .9 4 6 0 1 5 9 .0 4 66 73 132 133.3574.7 4 2 5 73 24.4 136.02 80.9 6 0 1 3 4 .0 3 75 36 200 73 (+4 ) 5 7 .9 8 82133.06 69 1 4 4 80 136.12 59.57 (+2 5 ) 133.14 133 70 123.11 6 0 78.345 8 2 78.53 7 6 .6 3 74 1 5 7 .7 0 (+440) 5 2 .5 6 3 5 0 .4 8 123.07 8 0 4040 40 5 2 .5 7 6 .8 2 2 11.5 5 2 .2 5 7 6 .5 7 8 .1 9 135.465 (+1 5 0 ) 5 0 75 60 5 0 73 5 0 7 5 4 7 .1 8 0 .6 5 75 7 5 1 3 8 60 3 2 7 .8 4 65.62 2 9 6 .2 9 46 46 123 123 8 3 .7 7 8 2 75 1 6 5 .0 9 46 65.62 90.52 75 75 8 3 .8 1 8 5 46 100 (-3 0 8 ) 65.62 65.62 133.175 8 4 .5 75 7 6 .5 1 3 5 .1 1 1 1 6 .8 1 9 9 .9 7 7 6 .5 7 6 .5 8 2 46 7 5 .7 8 7 6 .5 295.40 65.62 7 6 .5 8 2 5 0 .8 2 1 0 0 123 8 2 123 2 0 0 1 2 3 .9 4 203.07 80 8 0 123 1 7 0 123 84.23 159.36 1 2 3 .8 9 133.175 5 0 123 8 2 75 111.88 61.03 7 6 .5 8 4 .5 123 82 (+125) 87 7 8 .6 6 (-431.25) 8 0 134.15 72.91 8 1 .1 0 2 9 7 .5 5 8 6 .8 3 8 0 65.62 (-6 1 2 ) 75.05 1 2 3 .9 6 87.59 8 2 8 0 88 186.22 8 0 5 0 75 1 2 8 .4 7 1 2 6 . 8 9 84.24 90.39 80 82.48 3 5 85.45 80 80 72.9172.91 88.37 5451.78 6 3 74.83 5 2 .5 8 7 1 1 .5 50 73.32 6 0 7 0 5 2 54 2 0 8 2 .9 1 8 2 89 57.5 100 5 2 5 4 33 295.63 107.45 50 72.95 100 107.73 6 6 6 3 6 3 7 5 6 0 1 3 1 .9 9 7 5 1 1 9 1 2 1 .1 9 8 6 .7 8 8 .1 5 180 1 5 7 .1 5 1 4 4 74 1 3 5 5 0 0.90 AC. .35 AC. 1.49 AC. 0.17 AC 0.78 AC 0.23 AC .455 AC. 0.20 AC 0.20 AC 0.20 AC 0.20 AC 0.20 AC 1 /2 1 5 'R (N. LINE OF S. 5 AC.) 2.29 AC. 7.56 AC. 1 2 2 .0 4 2 2 3 .5 8 2 3 6 .0 7 (-3/4) (-21/32) 0.40 AC. 0.23 AC. 6 .5 6 221.32 3 1 .3 5 2 3 0 .9 9 21.20 4 0 .3 9 221.05 39.50 119,668 SQ. ST.209,493.76 SQ. FT.FOR DETAIL SEE1/2 22.61 9 8 .0 8 50 5052 8 7 .7 5 100 200 1 2 0 .8 2 20 134.78 1 0 0 134.76 134.80 134.78 1 2 0 .8 2 100 123.53 89.87 1 4 0 60 163.83 40 9 7 .0 7 6 0 6 0 9 6 1 2 0 34 16 9 4040 7 6 .5 1 5 8 7 5 .4 5 50 (-1 4 2 ) 5 0 1 4 7 .6 5 1 4 7 .5 5 72.91 (-1 1 5 ) 50 8 4 .5 5 0 5 0 (-2 9 2 ) (-298) 2 8 .8 90.28 5 4 133.35 45 3 2 8 .3 7 7 4 .2 0 40 78 60 78 78 9 3 20 36.0340 2 4 .4 9 .6 2 9 6 .1 8 8 5 20 8 4 .5 (-6 3 ) 6 9 .5 5 40 20 7 3 .9 4 5 13.38 193.08 2 0 7 20 137.04 75 1 8 0 .4 1 1 6 5 .3 5 4 0 .1 2 7 8 .6 6 134.60 139 7 6 .3 2 123.18 40 136.04 123.71 5 4 7 6 .5 50 5 4 5 4 6 0 6 0 163.74 40 9 0 6 2 .0 6 6 0 134.83 7 5 7 5 134.58 6 3 134.74 1 4 8 .5 9 5 9 6 1 0 5 1 4 7 .8 9 6 0 2 7 3 1 2 0 .7 3 5 (+3) 6 0 133.07 7 4 .4 4 6 0 7 4 .2 0 7 8 .6 6 9 8 .2 5 7 5 7 6 .5 1 0 2 .9 2 6 0 134.49 134.80 3 6 0 1 3 4 65 100 (+4 ) 4040 20 36.03 40 40 8 5 1 2 5 20 134.72 78.345 6 0 6 0 134.56 (-527.96) (-659.95) 148.5 6 5 5 0 134.67 2 5 (-4) 8 5 15 78 46 (+1) 6 0 10 78 (-735) 123.53 6 1 .4 7 1 3 3 .9 2 2 5 5 0 8 8 .0 6 45 8 2 8 5 82 1 3 3 .9 4 6 0 45.92 5 0 6 0 122.86 3 0 2 5 1 4 5 136.14 133.12 3 0 4 0 7 6 .5 133.02 40 73 133.16 1 9 6 .2 75 6 0 73 1 3 5 133.08 133.04 20.32 1 3 3 .9 8 123.16 75 72.9135.6 73.36 78.80 75 75 1 6 1 .7 8 2 4040 115 3 0 (+276) 167 6 3 .4 8 (-54) 7 6 .5 75 7 0 100 7 6 .5 75 163.89 170.95 73 13266 5 0 135.465 7 6 .5 5 0 66 8 2 727.5 9 0 5 0 7 5 33 6 0 6 0 100.76 8 7 .8 0 2 9 6 .2 4 (-2 5 3 .0 7 ) 65.62 2 9 6 .1 8 75.05 75 2 9 6 .2 9 46 80 60 89 75.05 (618.75) 8 2 .9 50 1 4 3 1 8 3 6 7 1 3 5 .0 1 65.62 8 2 123.36 1 0 0 1 3 5 .1 1 65.62 2 9 7 .2 6 123 123 122.82 7 6 .5 5 2 8 0 1 0 0 5 2 8 2 8 3 .8 8 123 1 2 3 .8 8 1 2 3 .9 3 5 0 7 6 .5 7 6 .5 7 5 .5 3 7 6 .5 84.05 159.28 72.95 5 0 123 75.66 1 2 3 .8 7 (-3 0 6 ) 80 1 3 5 .0 1 77 80 8 2 7 6 .5 136.86 7 6 .5132.87 123 120 89.4 82 9 0 7 5 7 5 110.01 111.88 6 0 89.4 8 4 .5 8 4 .5 1 7 0 8 0 8 5 167 136.78 186.07 409 84.76 80 7 6 .5 6 0 80 5 0 1 7 0 7880 6020 1 2 5 .5 72.9572.95 60 7 8 .2 1 1 2 5 123 7 9 .9 9 72.95 1 5 9 .0 6 57.5 72.95 1 3 1 .9 9 66 123 8 2 6 3 1 9 6 3 3 1 8 5 6 6 3 7 5 8 7 7 3 132.86 9 5 78.36 5 4 8 5 8 5 1 1 9 5 0 5 0 78 5 0 5 0 4 7 .1 93 5 0 1 6 0 78 7823.13 2 5 7 5 159.09 78.17 1 3 7 82 2 0 65.69 5 0 1 3 5 .2 5 8286.08 1 3 5 .2 5 1 4 3 .1 5 7878 280 65.69 65.69 157.10 65.69 1 0 0 8 7 5 1 .0 6 186.63 5 8 .9 7 6 5 65.69 1 1 5 186.29 6 0 8787 1 2 8 .5 2 5 0 5 1 5 0 1.15 AC S. 2 0 ° 3 9' E . 1 /2 .78 AC. 10 1 /2 1 /2 0.23 AC 1 /2 0.20 AC 0.20 AC (-5) 1.19 AC. (-195) 1 /2 1 1 9 .0 3 5.18 AC. 220.72 1 9 0 .9 6 (+112) 8.30 AC. 4.55 AC. 1 2 1 .5 6 .21 AC. 15'R 0.35 AC. 1.12 AC. 0.23 AC 0.22 AC. 1 /2 1 /2 1 /2 1/2 84.80 20.62 53.7050 147 137.21 (+3 4 0 ) 7 5 5050 2 9 5 .8 9 94 40 50 107 50 50 5 4 1 0 0 5 4 123.53 50 3 0 .8 5950 6 0 5 3 .9 1 2 5 .5 74.88 7 6 .5 132.98 8 5 1 3 3 .6 50 2 9 5 .8 9 8 2 .8 9 1 3 5 60 (+1 2 3 .7 6 ) 70.51 8 4 .5 1 4 7 .1 7 50 50 7 5 .7 1 1 2 5 .5 1 7 .3 4 12 1 9 .2 1 4040 (-2 5 ) 100 8 4 .5 8 5 8 4 .5 7 4 .1 9 36.03 7 8 1 0 0 40 8 5 .9 4 5 75 100 50 1 3 3 .8 5 1 0 0 173.5 1 0 5 .7 5 5 4 36 170.81 40 136.32 56.43 7 6 .5 134.30 1 3 3 .9 7 136.08 2 9 5 .8 6 80 5 4 (-146.79) (+167.5) 6 0 7 5 6 0 6 0 7 5 134.48 30.911 1 0 2 15 1.6 0 134.58 66 7 4 .8 7 7 5 75 134.49 1 4 8 .6 0 (-987) 1 8 3 134.67 (-767) 123.8 30 6 6 .9 8 6 5 9 .0 0 5 8 .8 2 5 4 6 0 7 5 (+10) 134.65 2 5 7 5 134.63 1 2 6 133.345 6 5 8 .4 8 6 5 (-7.99) 40 50 20 1 3 3 .8 8 40 1 1 1 .4 6 5 4040 1 1 1 .4 6 5 1 7 .4 5 1 0 0 6 0 6 9 5 .6 8 2 5 9 5 .4 5 44.72 7 6 .5 4 2 .4 4 75 1 8 7 1 0 1 1 3 3 .8 5 1 2 0 1 4 2 .4 4 80 (+2) (-924) 1 7 7 .2 6 7 6 .5 7 9 .3 1 7 9 .3 1 (-21) 80 9 5 5 4 1 3 3 .8 9 8 5 8 2 8 7 .7 8 167.23 6 0 6 0 (-5) 78 8 7 .9 1 8 2 .9 133.345 2 5 2 5 1 0 1 .4 6 5 1 3 3 .9 6 133.185 4 7 .6 72.91 132.95 6 0 1 5 0 54.71 80 185 66 113.8 3 7 .1 5 5 3 9 1 .3 5 14.03 1 3 4 .0 1133.10 6 0 6 0 7 4 .3 1 1 6 2 .0 8 6 0 1 3 5 7 6 .5 7 4 .4 4 1 4 5 7 6 .5 5 6 2 .4 6 1 4 8 .6 0 136.16 (+249.5) 5 0 123.53 8 2 5 0 5 4 6 2 .9 5 7 9 .1 4 6 2 .9 1 1 5 0 (+3 5 9 .5 ) 8 2 8 2 9 0 4036 5 2 .5 1 3 7 7 6 .5 8 2 5 2 .5 1 5 0 1 2 3 .9 1 1 123.03 5 6 .9 1 1 6 3 1 3 7 7 4 .4 4 1 2 0 8 5 .3 6 132 7 4 .2 0 6675.465 74 7 5 7 5 100 1 2 3 .0 4 5 0 8 2 1 0 9 292.74 7 4 .6 5 6 0 6 0 5 0 5 3 .4 7 5 1 0 0 1 0 0 1 0 0 2 9 6 .0 6 2 9 6 .1 2 100.5 65.62 137.39 123 9 0 75.05 75.05 75 100 1 2 3 .9 3 75.05 100.57 186.11 5 3 .4 75.05 8 5 295.40 65.62 1 2 8 .4 9 75.05 1 0 0 7 6 .5 7 6 .5 1 2 3 .9 2 8 3 .8 6 123 8 2 186.25 7 6 .5 65.62 8 7 .8 0 1 0 0 5 082 8 3 .8 5 123 65.62 1 3 5 .1 5 7575 1 2 3 .9 1 75159.20 75 8080 5 9 .6 2 5 2 8 7 .8 5 80 75 7 9 .3 1 128 8 4 .5 2 9 6 .2 4 123 82 123.36 8 5 .8 85.71 82.01 210.5 75.05 1 2 0 75.03 85.0 75 8 0 75.05 97.24 60 132.87 165 72.91 80 159.17 75.05 66.63 77 8 5 .9 8 87.32 75.05 8080 1 3 8 .5 2 81.43 75 3 7 1 8 123 72.95 54 123 6 0 3 1 .4 8 5 2 .5 4 5 .9 1 1 1 8 9 5 4 54 6 6 .9 8 5 4 60 8 3 .8 3 5 6 5 6 .8 5 57.5 5 6 60 6 3 72.95 6 3 34 8 2 1 0 0 6 3 7 5 7 5 6 3 54 54 9 3 1 1 9 9 1 .4 1 1 9 8 5 8 5 5 0 73 5 0 159.54 123 3 2 9 .8 1 2 8 .4 7 102.63 1 0 8 .9 1 185 2 5 5 3 .9 1 0 0 65.69 1 6 8 82 78 78.60 186.18 7 4 .2 6 186.57 80 186.36 7 4 .2 6 5 5 4 6 0 2 65.69 73 5 0 3 7 0 .4 5 0 7 4 .2 6 123.55 20 6 0 6 0 6 0 6 0 6 0 48.51 5 4 5 4 (-3) 6 0 6 0 6 0 6 0 6 0 40 6 1 .3 6 123.55 20 (-10) 20 6 0 6 0 123.36 5 8 .6 1 9 0 7 3 .9 4 5 6 0 8 1 6 0 6 0 1 3 3 .6 8 1 36.02 36.02 23 4040 1 3 5 .8 9 7 3 .9 4 5 54 6 0 134.47 40 1 1 1 .4 6 5 123.82 20 7 4 .3 1 132.98 135.98 7 4 .3 1 7 4 .3 1 5 8 .0 8 1 3 3 .6 8 5 20 1 1 4 .8 8 60 8 5 7 4 .4 5 7 4 .4 4 6 0 6 2 .5 123.42 6 2 .5 1 0 0 8 5 50 1 2 0 .8 1 50 1 2 0 .8 9 63 7 6 .5 6 2 7 6 .5 6 2 7 6 .5 6 2 7 6 .7 6 2 6 2 6 2 6 2 6 2 132.71 6 2 6 4 6 2 6 2 6 2 14 6 2 9 6 .8 9 6 .8 1 5 5 75 75 91.00 75 75 103.42 8082.15 8080 737366.55 73 103 415050 53.7352 474.90 40 32.6 54 54 153.57 2 0 0 4 0 818.0 4 0 4 0 4 0 3 0 3 .0 6 4 0 4 0 4 0 (+10) 4 0 4 0 53.10 4 0 (-30) 4 0 4 0 4 0 (+32.27) 6 8 404032.6 (+96) 1 2 5 .5 40 4545 1 2 5 .5 32.6 1 0 4 0 3 5 .6 4 0 123' 123' 0.34 AC. 82.0 100100 2020 (-2 8 0 ) (-1 3 3 ) 10028 30 8 7 .4 5 6 5 6 .7 3 2 1 3 7 7373 102 2 3 3 . 1 8 65.69 5 0 65.69 6 5 7 4 .2 8 186.32 159.44 7 5 5 8 .9 7 72 85 73 80 238.81 124.78 196.27 5 0 5 0 7 5 7 5 5 0 5 0 7 5 78.17 7 9 .5 8 6 0 6 0 6 0 6 0 112.07 45.70 6 0 1 3 4 .1 5 6 0 120.92 6 0 6 3 6 3 5 9 6 160 6 0 6 0 6 0 6 0 6 0 6 3 6 0 6 0 6 0 7 5 9 6 .7 0 6 0 7 5 40 40 6 3 6 3 20 40 7 4 .3 1 7 4 .0 3 7 4 .3 1 132.86 7 5 6 0 6 0 1 0 0 6 2 .5 60 60 7 4 .4 4 7 6 .5 7 4 .3 1 112.07 5050 1 2 0 505050 4 0 .1 2 1 2 0 .8 8 55 4 0 .1 2 1 2 0 .8 2 2 7 .2 1 6.5 (-1 4 6 .2 8 ) 132.97 6 2 6 2 6 2 6 2 132.48 6 4 132.94 6 2 6 2 6 2 6 2 33.13 9 6 .8 9 6 .8 80 80 82.44 40 75102.26 75 75 66.76606088 80 7575 75 75.05 75.05 75.05 75.05 75.05 145 70 75 75 7473 130 4036.02 40 40 40 40 13046.80 46.80 13046.83 46.80 46.8053.5750505050 50 100 40 40 40 40 100 100 100 100 54 5454 54 53.10 4 0 4 0 (-7 0 ) 4 0 20 35.87 5 0 4 0 53.10 3 8 .1 2 4 0 5 4 0 1 2 5 .5 32.640 120 4040 124.9045 40 4040 62.82 3 4 0 4 0 4 0 124.8 4 0 4 0 4 0 2 0 2 1 /3 4 0 4 0 123' 123' 25 136.05615.36 5 1 2 0 .7 5 9 9 9.84 6 .5 6 ' 18.04 1 0 0 7 .1 8 1 3 5 8 0 1 2 6 . 3 0 2 8 50 159.54 271.27 5 0 461.81 78 186.15 60 78 186.53 5 0 7 4 .2 6 65.69 5 0 1 6 5 .0 4 186.39 7 4 .2 6 1 3 7 5 4 .2 6 5 0 3 0 65.69 6 0 65.69 2 5 65.69 65.69 35.6 5 2 .4 7 1 4 8 .5 4 1 1 5 1 1 5 1 1 5 2 5 4082.01 159.54 82 80 5 0 5 0 1 0 0 5 0 7 2 .1 7 5 1 4 8 .5 4 2 9 5 .9 5 6 3 6 2 .5 5 6 0 6 0 90.92 17.5 5 4 6 0 6 0 6 0 3 7 .1 5 8 4 .5 6 0 1 2 3 7 .1 5 90.76 1 2 1 1 1 .8 9 6 3 7 4 .3 1 6 0 5 7 .5 4 123.36 6 0 6 6 .8 6 0 123.55 20 80.03 6 0 40 7 3 .9 4 5 135.28 1 3 3 .6 6 0 134.47 268.94 1 1 1 .4 6 5 40 40 1 3 3 .8 7 20 6 3 3 7 .2 2 6 3 20 6 3 7 4 .3 1 133.10 7 5 7 5 7 5 6 0 6 3 7 5 7 4 .3 1 20 7 4 .4 4 1 1 4 .8 9 60 7 6 .5 7684.5 7 8 .6 6 7 8 .6 6 9 0 9 0 60 50 1 2 0 .8 150 1 2 0 50 1 2 0 39.5 6 2 33.18 7 6 .5 6 4 .2 7 6 .564.2 0 6 2 6 2 6 2 6 2 6 2 9 6 .8 9 6 .8 40 40 36.02 7575 80.008 75.05 72.01 75 75 75.05 75.05 7575 75 69828080 73 737374 103 40 46.80 41100415050 50 50 50 50 50 32.6 40 40 40 54100 54 3 7 .7 6 4 0 (-2 9 3 ) 4 0 61 4 0 61 4 0 4 0 3 6 .1 1 4040 40 (+48) 120 40(+2 0 .0 7 ) 45 45 9 40 40 4040 62.8189.0 9 3 7 .8 4 9 130 4 0 818.0 4 0 3 0 3 .0 6 4 0 4 0 4 0 4 0 123' 7 6 .5 ' 100 32.6 1 8 0 103 103 1 2 5 .5 47.50 47.50 2 2 .9 6 1 8 9 .5 17.54 1 0 0 65.69 1 5 1 4 8 .5 3 78.60 5 0 1 1 5 80 5 0 1 4 8 .5 3 5 0 1 1 5 5 0 1 2 8 .4 7 5 0 7 5 5 0 244.46 5 0 6 0 6 3 1 4 0 6 0 123.55 6 0 123.55 6 0 123 40 17.5 6 0 6 0 9 1 .8 3 6 0 6 3 7 4 .4 4 40 1 0 1 .4 6 5 6 0 6 0 9 0 7 3 .9 4 5 6 0 20 6 1 .9 5 23 40 6 7 .9 9 136.19 6 0 55.1954 6 0 6 0 1 2 6 1 1 2 .4 0 5 1 3 3 .6 6 3 3 7 .2 2 6 3 133.10 20 2020 7 4 .4 4 7 5 6 3 8 5 7 4 .4 4 7 6 .1 7 4 .4 4 6060 1 2 3 .9 6 8 4 .5 9 0 120 8 4 .5 50 50 4 1 2 0 .8 8 53 64 4 0 .1 2 8 0 .6 7 6 2 7 6 .5 6 2 6 2 132.71 6 2 6 2 7 6 .5 6 2 7 6 9 6 .8 9 6 .8 9 6 .8 1 7 2 .1 4 40 40 40 75 75.05 80.008 80 75 75 75.05 75.05 75.05 7575 75828080 7373 103 40 46.80 46.80525050 50 50 50 50 40 40 40 40 100 54 5451.71 4 040 61 (-150)4 0 53.10 4 0 4 0 4 0 5 0 4 0 (-3 6 4 ) 4 3 .4 3 4 0 (+17.93) 4 0 4 0 4 0 40 40(+2 0 ) 4040 45 40 9 9 40 40 1 2 5 .5 40 40 2 0 2 1 /3 1 0 4 0 9 9 4 6 6 .2 1 3 7 .8 5 4 0 4 0 4 0 4 0 4 0 4 0 123' 1 2 5 .5 ' 1 6 .1 9 100 3.28 (-4 6 1 ) 103 1 1 0 10 32.616.44.59 12.33 (+2 3 3 ) 2 4 .6 DOC.# 1313838 1-9-53 49.5 33 33 DOC.# 1284212 12' WALK V A C A T E D 8 -1 0 -3 6 40 D O C . 1 5 5 2 9 7 5 1 2 -1 8 -6 1 #2 1 6 3 3 3 1 DOC. 1514231 VAC. DOC.# 1284209 5 0 49.5 DOC.#1584862 DOC.#1584864 12' WALK 1782260 ESMT 30 3 3 33 3 3 33 1 6 .4 6 30 33 6049.5 30 60 3366 6 0 33 60 4 0 33 33 46.23 30 6 0 49 2 0 33 6 0 10 6 6 1 .1 4 60 49.5 3 3 2 0 1 8 1 2 60 30 30 3 0 3 0 6 0 (-767)561.08 23 3 0 150.03 169330.95 3 3 43 3 3 165.8 3 3 3 0 163.92 4 9 .5 2 0 2 0 4 333 3 0 1315.59 3 0 641.26 4 9 .5 2 6 1 30 43 W I D E N E D 1 6 .5 ' D O C . 2 4 2 3 6 9 2 49.5 335 3 0 4 9 .5 49 H I -W A Y E S M T . VAC. 33 49.5 VACATED 6-30-52 V A C A T E D VACATED 10-5-87 DOC# 850797 V A C . 8 -1 0 -3 6 40 S T . V A C A T E D D O C . VAC.1-8-60 VACATED 6-30-52 3 3 O P E N E D 5 -2 6 -2 7 B O O K 3 1 P L A N S P A G E 3 8 6 0 3 3 6 0 1 8 33 495 3 0 4 9 .5 50 33 3 3 60 6 0 60 495 33 49.5 30 30 60 3 3 3 4 .2 6 60 4 0 0 .4 60 49.5 6 0 4 9 .5 1 8 2 0 1 8 8 4 0 4 .4 6 0 30 3 0 30 33 60 561.08 229.27 1 9 .7 7 3 0 3 8 9 .9 5 167 166.73 3 3160 33 3 0 43 43 3 3 3 0 3 3167 33 16 2 0 20 16 4 3 3 0 640.50 49.5 25 3 3 3 3 59.5 66' Unrecorded Road Order Dated: Feb. 12, 1870 DOC. 3298987 5 7 6 0 33 33 49.5 6 0 DOC. 439840 VACATED DOC. 1237836 8-17-50 V A C A T E D D O C . 1 8 0 4 2 9 5 7 -2 8 -7 1 DOC. 439849DOC. 1557616 VAC. V A C . VAC. Doc. 2126776 Res. 81-7 33 33 20.6 3 0 3 0 3 3 4 5 3 3 3 3 30 3060 60 6 0 6 0 159.5 6 0 3 0 3 0 60 3033 60 2 0 2 0 66 746 1 8 3 1 8 6 0 6 0 30 60 3030 3 0 3 0 3030 60 2 9 9 .9 7 49.5 4 333 3 360 30 30 3 3 166.16 43 43 159.5 3 3 6 0 33 5 30 33 30 60 49.54333 38 38 43 VAC. DOC. NO. 2163074 2 0 9.849.8 4 5 Hwy. Esmt. #1584865 V A C A T E D D O C . N O . 2 0 1 8 5 4 2 6 0 2 4 3 3 3 3 2 4 4 9 .9 2 H W Y . E S M T . D O C .#2 5 8 6 0 1 0 2 0 33 49.5 V A C A T E D 8 -1 0 -3 6 V A C A T E D 8 -1 0 -3 6 V A C . 8 -1 0 -3 6 V A C . 8 -1 0 -3 6 DOC. 38 38 5 F T W I D E N I N G D O C # 2 6 0 5 1 0 8 -1 1 5 33 3 3 O P E N A L L E Y T .S . 2 8 6 5 2 6 1 1 -1 -5 0 D O C . 1 5 2 4 1 6 2 U T I L I T Y E S M T . 159.5 5 2 5 .2 8 30 30 60 4 9 .5 60 60 60 33 5 0 7 9 2 33 33 66 6 0 9 0 7 .8 2 6 0 .1 1 4 3 60 60 43 43 4 9 2 .6 5 3 3 0 .4 7 3 3 49.5 527.34 6 0 6 0 1 8 43 4 9 .5 6 0 33 4 8 6 0 3 0 66 (-4 4 0 ) 6 1 9 .3 5 3 3 49.54 49.5 6 0 60 2 4 7 .9 6 0 3 0 3 3 4 3 33 43 24.67159.5 2 0 3 0 3 0 60 60 3 0 0 .1 0 150.03 3 0 3 0 192.94325.70672.16 526.75 V A C . #6 3 9 2 3 9 V A C . 9 -9 -6 5 #4 8 9 9 3 0 3.61 5 7 33 DOC 3292379 DOC 3292378 33 33 30 30 D O C .# 1 1 9 5 6 1 9 2 -9 -4 9 43 1 8 CRAWFORD AVE. A V E . IONE ST. 11 A 2 0 2 1 /3 A V E . 2 0 ' S w r . E s m t . 1 4 5 3 9 1 8 # 906625 5 ' D R A I N A G E E A S E M E N T #2 4 9 8 6 9 7 E S M T . 5' Streetscape Esmt. #1597685 4/7/2000 #1584811 3 0 ' S E W E R E S M T . D O C . 1 4 1 3 9 7 3 1 1 -9 -5 6 Esmt. #2042174 Xcel Electric Esmt. A4340257, T2176412 H w y . E s m t . #3 0 0 7 9 5 0 20' S.E. Storm Dr. Esmt. #2517531 TRAFFIC DOC. 1546754 10-2-61 #1585263 15' SEPTIC TANK ESMT. 1304599 Hwy. Esmt. #1584863 DOCS 3314171 & 3314170 HWY. ESMT. #3298986 1 5 ' S E W E R E S M T . D O C . 1 4 2 9 9 4 3 6 -2 5 -5 7 LIGHT R d . E s m t . D o c . 2 3 9 6 5 5 5 #662835 #1563439 Hwy. Esmt. #3322076 H w y . E s m t . #3 0 9 7 8 7 4 20' SEWER ESMT. Doc. 1466085 9-16-1958 HWY. ESMT. #1584861 453 BOOK 1279 OF DEEDS #1 4 5 0 0 1 8 R o a d E s m t . E S M T . #1584713 #1584810 U T I L I T Y A N D D R A I N A G E E A S E M E N T D O C . #1 5 5 2 9 7 5 30' Water Utility Esmt. #283151 H w y . E s m t . #3 0 0 7 9 5 0 S.P.W.W. PERMISSION 3 0 ' S E W E R E S M T . D O C . #4 1 4 6 6 7 1 1 -1 6 -5 6 D O C . 2 5 8 9 7 1 0 15' ESMT. UTIL. 1 0 ' S E W E R E S M T . 2 0 ' S w r . E s m t . 1 4 5 2 2 9 5 E S M T . #1588741 H w y . E s m t . #2 4 2 3 6 9 1 2 0 F T . S E W E R E S M T . 6 ' P A T H E S M T . #2 1 6 3 5 5 6 5 FOOT S.E. #1705394 HWY. ESMT. #3336899 2 4 ' S t o r m S e w e r E s m t . #7 0 4 8 9 6 E s m t . #2 0 1 3 6 9 5 H W Y . E S M T . #4 3 2 5 6 1 7 #1596537 P A T H E S M T . #2 1 6 4 8 3 3 E A S E M E N T W I D E N E D 7 ' #3 0 0 7 9 4 9 ESMT. DOC. 30' SEWER ESMT. DOCS. 1417805-7-8 12-27-56 Hwy. Esmt. #3463823 HWY ESMT. #1584712 1 5 ' W A T E R M A I N 20' SEWER ESMT. ESMT.#1597686 5' Sewer Esmt. #427834 ESMT. H w y . E s m t . #3 0 0 7 9 5 0 S.E. 15' 1 14 4 9 1 2 3 3 8 2 13 1 1 1 6 2218 3 4 7 2 5 4 2 19 4 17 12 5 14 25 16 1 12 2 13 3 28 4 4 1 6 21 15 6 1 26 19 2421 13 19 3 14 5 7 8 20 19 5 22 9 6 5 20 25 20 13 24 21 4 8 9 6 7 35 30 27 22 12 13 89 9 6 5 10 8 8 23 3 29 4 7 8 2 3 8 1 3 8 9 2 1 9 13 2 3 28 3 2 15 9 2 12 17 10 11 7 4 5 34 8 20 10 8 9 10 2 8 5 14 3 12 16 7 2 9 3 8 12 5 30 27 2 5 9 10 21 4 11 4 1417 32 17 11 5 30 9 26 26 18 25 14 18 25 20 18 18 11 8 9 16 6 614 3 11 12 1 ROSE VISTA APARTMENTS, INC. 1 7 2 13 7813 9 6 3 3 7 1 B 5 2 6 4 2 625 28 3 9 12 3 17 23 59 5 15 13 11 2 2 1 4 7 712 12 6 8 6 27 9 17 19 27 5 4 3 7 10 11 87 6 26 20 14 5 131415 12 13 4 28 3 29 30 31 25 1 29 31 15 17 8 12 1 15 17 181 G O T T F R I E D K E L L E R M A N O R L A R P E N T E U R V I L L A S F A L C O N H E I G H T S A D D . N O R T H O M E P L A T 2LEXINGT O N H E I G H T S J U H L 'S R O S E L A W N A D D . N O . 2 L E X I N G T O N H E I G H T S FA L C ON H E I G H T S NO. 2 M I C H E L S R O S E L A W N NO. 2 2 2 7 6 2 5 13 11 5 15 8 130 7 15 12 4 12 12 10 4 7 2 1 3 13 1 3 2 7 4 35 19 2 4 5 19 1824 10 5 14 11 34 26 18 58 3 5 14 15 17 23 10 11 12 9 4 8 22 5 6 21 7 5 10 20 22 9 29 6 28 8 16 11 116 7 1 7 20 1720 24 2 18 18 4 23 9 7 9 8 17 14 13 17 9 18 19 10 7 14 25 7 16 4 8 6 14 12 7 6 4 3 30 12 12 3 5 8 5 6 3 2 13 14 7 28 3 3 5 1 5 16 4 15 36 4 19 20 9 1 6 3 22 1 7 17 19 17 22 1 3 27 27 17 15 3 6 8 10 4 13 9 11 5 14 16 22 4 14 6 16 18 12 30 28 12 56 5 9 28 28 29 221 1 3 22 19 20 10 4 21 16 2 13 2416 15 6 19 9 27 1 11 27 13 2 15 13 1 10 11 7 4 13 SCHOOL DISTRICT NO. 623 COUNTY OF RAMSEY 1 10 9 153 6 1 3 4 526 27 20 22 29 11 21 10 26 27 20 25 2 1 1 1 2 2 6 1 10 32 11 5 7 9 1 32 35 1213 19 13 7 9 2 20 22 4 6 8 10 16 11 3 11 21 9 13 15 3 14 14 9 8 18 1 10 11 10 1 1 2 4 2 B A R T H E L V I L L A S G A R D E N H I L L S W O R T H D A L E A D D I T I O N M I D W A Y P L A I N S KELLER'S RE. OF BLK. 10 S C H A C H T A D D . I D A W I L L H O M E S I T E S K E L L E R ' S F A L C O N H E I G H T S J U H L 'S R O S E L A W N A D D . N O . 3 K L A T T 'S A D D . N O . 2 K R A N N A K TOW N S QU A R EFALCON H E I GHT S S E C O N D A D D. TOWN S QUA R E MICHELS ROSELAWN ROSELAWN ACRES ROSE TOWN GARDENS C A R O L S G A R D E N P L A T 2 ADD. 5 9 21 2 3 17 16 2 12 1 5 11 8 6 18 2 1 4 14 3 13 1 1 2 24 6 6 28 11 20 13 12 27 3 23 22 15 8 24 12 7 11 6 2 15 6 1 16 96 25 16 23 17 63 19 1 27 16 4 15 11 2 13 19 11 4 16 10 10 11 15 19 8 12 1 20 5 11 4 21 7 3 8 3 15 2 10 6 9 1 16 2 6 18 22 6 11 1 12 17 1 1 5 99 7 12 28 15 8 2 6 2 20 2 6 16 7 25 2 5 6 1 19 10 12 2 6 17 10 1 5 25 3 8 11 2 1 3 1 4 1 12 42 11 14 7 6 4 6 20 8 7 24 1 10 7 9 26 16 1 3 13 8 10 1 8 4 7 3 5 15 1 7 7 8 29 11 12 14 27 3 9 4 6 30 4 7 23 30 1 4 1319 17 11 9 8 33 8 3 13 15 31 12 12 29 21 15 30 17 14 23 20 10 16 22 2 8 1012 5 20 11 7 7 83 1 3 4 12 2 4 8 2 5 71 10 1 511 23 6 B 5 19 10 23 8 9 15 4 16 12 4 19 19 21 2 68 3 28 7 2 18 18 7 1 21 3 6 14 11 8 3 8 139 23 9 5 25 89 2 24 13 12 7 8 5 12 2 15 6 6 18 7 10 4 22 1110 4 4 2 13 3 2 4 12 14 2 5 14 16 2 2 5 16 3 1 2 K A Y - R E E N H O M E S I T E S G O T T F R I E D P L A T 2 P O T H E N H O M E S I T E S HANNAH'S C L I F T O N D A L E R O S E L A W N A C R E S F E R N W O O D KOALSKA S T R U W E S S E C O N D A D D I T I O N 24 8 6 4 9 7 15 12 1 5 2 11 9 NORTHOME 3RD ADDITION 15 20 3 L O T B 19 1 3 2 2 2 1 1 1 15 1 1 2 2 16 3 6 2 23 1 5 25 1421 29 25 17 23 79 24 4 6 13 1 5 15 16 13 18 20 25 5 24 18 5 3 14 11 2 23 17 17 12 28 23 7 2 18 6 13 4 2 7 4 22 2 10 31 26 3 15 1 14 16 10 11 29 3 6 28 26 20 13 4 4 14 10 5 21 14 78 5 24 3 8 7 17 18 14 13 19 12 7 15 11 3 9 6 11 4 7 16 3 10 13 18 10 10 1 13 4 2 6 29 29 21 12 23 15 2 6 8 4 7 3 9 2 2 18 2 10 5 6 5 4 2 2 8 1 3 26 10 2 11 810 26 16 11 10 1 3 11 9 27 7 11 23 18 13 7 5 4 2 12 7 5 10 17 2 30 6 4 26 10 15 36 21 12 16 24 4 24 5 13 11 2 3 9 10 18 16 9 12 5 2 14 6 1 8 4 10 11 9 12 6 1 1 9 2 8 4 A 12 1 872 12 724 22 14 13 23 22 11 1716 21 2624 14 25 10 2820 27 68 4 7 5 7 6 32 1 14 4 26 4 4 5 3 6 11 10 11 10 9 3 4 17 16 1 5 1 18 13 7 30 12 16 9 19 4 4 6 2 8 2 6 28 7 1 1 1 3 1 3 3 H U S B Y N O . 2 C E N T E R VILLAGE ADD. R O S E V I L L E J U H L 'S R O S E L A W N A D D . S N E L L I N G V I E W H O M E S I T E S K L A T T 'S A D D . D I E D R I C H S H O M E S I T E S R E G . L A N D S U R V E Y 3 6 2 DUNLAP TOWNHOMES C H E L S E A H E I G H T S MICHELS ROSELAWN NO. 2 S T RU WE 'S A DDI TI ON P O T H E N ' S A D D . E D . B O S S A R D A D D . P L A T 2 25 23 5 3 10 13 13 14 4 3 14 : Ramsey County Minnesota Parcel MapS HalfSection 15 T 29 NR 23 W BLAINESPRINGLAKEPARK MOUNDSVIEW ARDENHILLSNEWBRIGHTON SAINTANTHONY SHOREVIEW GEMLAKEVADNAISHEIGHTS WHITE BEARTOWNSHIP WHITEBEAR LAKE NORTH OAKS FALCONHEIGHTS LAUDERDALE ROSEVILLE NORTHSAINTPAULMAPLEWOOD LITTLE CANADA SAINT PAUL Section 15Ramsey County Section 22Ramsey County S e c t i o n 1 4 R a m s e y C o u n t y S e c t i o n 1 6 R a m s e y C o u n t y Legend Section Quarter Quarter Quarter State Right of Way County Right of Way Municipal Right of Way Subdivision Type Subdivision Plat Registered Land Survey Division Type Lot Metes & Bounds Tax Parcels Special Centerline Extension, Plat Extension, Sidelot Extension, Right of Way Historic Lot Line Historic Right of Way Easement Type Misc Easements Pedestrian Public Right of Way Utility, Electric Utility, Storm & Sanitary Sewer Utility, Water Utility, Unidentified Drainage & Utility Drainage S1529231/17/2018 0 100 200 300 40050Feet 1" = 200'1:2,400 The information on this map is a compilation of RamseyCounty Records. THE COUNTY DOES NOT WARRANTOR GUARANTEE THE ACCURACY OF THIS DATA. TheCounty disclaims any liability for any injuries, time delays,or expenses you may suffer if you rely in any manner onthe accuracy of this data.Produced by Information Services Enterprise GIS Division RCGISMetaData@Co.Ramsey.MN.US NOTE: This is not an offical Ramsey County tax lot map. This is based on the data available in the Geographic Information System, which may vary from tax data officially recorded in the Tax System. For an official tax map, pleasecontact the Office of Property Records and Revenue. 651-266-2000AskPropertyTaxandRecords@co.ramsey.mn.us REQUEST FOR PLANNING COMMISSION ACTION Families, Fields and Fair __________________________ The City That Soars! Description Amendment to the Planned Unit Development (PUD) at 1750 Larpenteur Ave W to allow for a revised plans on file. Background In the spring of 2013, the subject property and the adjacent property to the east were acquired by the Carl and Eloise Pohlad Family Foundation in partnership with CommonBond Communities for the purpose of developing an urban farm and a 47-unit multi-family residence. The proposal required several zoning approvals including a rezoning to PUD, comprehensive plan amendment, and preliminary subdivision, which were all granted by the City Council. On the subject property, the Foundation proposed to re-use existing structures on the site for the purpose of growing and distributing healthy food for local use. The 47- unit multi-family residence was to be located on the property to the east at 1750 Larpenteur Ave W and was to be developed as affordable housing. This PUD was amended in May of 2017 to address the first of two phases for changing the PUD. That first portion changed the density from 47-units to 68- units with a parking requirement of 68 stalls. Additionally, the land-use of the site changed from affordable housing to senior housing. The proposed second phase includes a review of updated plans and to review the proposed dates of adoption. Analysis Section 113-35 (e.) states that no amendment to this chapter shall be adopted which is in conflict with the City’s Comprehensive Plan. As part of the previous approval, the Comprehensive Plan was amended by modifying the definition of Mixed Use Residential to allow for mixed uses within the same site and not require that they be within the same building. The Comprehensive Plan was also amended to specifically include urban farming as a type of use that can be mixed with the residential uses on land guided as Mixed Use Residential. As such, the use of the property will remain as an urban farm and staff finds that the request is consistent with the Comprehensive Plan. The request is simply to allow for the new building to increase in density with updating parking and senior housing. Because the previous approval of the PUD was associated with Meeting Date March 27, 2018 Agenda Item 1 Title Urban Farm PUD Amendment at 1750 Larpenteur Ave W Submitted By Paul Moretto, Community Development Coordinator the previous plans submitted, an amendment is required to incorporate the new plans. Site plan, grading, drainage, utility plan, and landscaping plan will be reviewed.. Budget Impact None Attachment(s)  Application for an amendment to the PUD at 1750 Larpenteur Ave W, including narrative letter, conditional on new, future, design review.  Location Maps  PUD rezoning ordinance draft  Hearing notice published in the Roseville Review and mailed to owners of properties within 500 feet.  Draft Plans Actions Requested  Hold a public hearing on the requested amendment to the PUD at 1750 Larpenteur Ave W  Make a recommendation for APPROVAL of the CODE TEXT AMENDMENT (PUD) to the City Council March 15, 2018 Dear Property Owner: You are cordially invited to a public hearing before the Falcon Heights Planning Commission for the purpose of taking public comment on a requested amendment to a Planned Unit Development (PUD) for property located at 1750 Larpenteur Avenue, Falcon Heights, PID: 212923120017 Legal Description: URBAN FARM PROJECT ADDITION Lot 2 Blk 1. Tuesday, March 27, 2018 7:00 p.m. Falcon Heights City Hall In 2013 the subject property was part of a larger preliminary subdivision and rezoning to PUD for the purpose of creating an organic food growing operation (“urban farming”) in existing buildings on site. The PUD was approved by the City Council based on various plans submitted to the city including a site plan, architectural plans, grading, drainage and utility plans, and a landscaping plan, which assumed the existing buildings on site would be used. Unfortunately, the proposed developer was unable to continue the project. The new owner now wishes to amend the PUD to allow construction of new buildings, which involves modifications to the previously approved plans. This is the second of two amendment phases. The revised development plans and other planning documents will be available upon request. If you have questions or comments before the hearing, you may contact me at 651-792-7613 or by email at paul.moretto@falconheights.org. Sincerely, Paul Moretto Community Development Coordinator March 9, 2018 Paul Moretto City of Falcon Heights Paul, After our meeting on March 8 for The Hendrickson and follow-up with Falcon Heights staff the recommendation from the Fire Marshal and Chief Hinrichs is for: An expansion to the eastern access road and reduction of the median/turning radius to allow more space for entering the access off of Larpenteur. We are aware of the decreasing width of the north/south access, roughly 14 feet to 11 feet that bottlenecks with the SE corner and a fresh air intake vault. We are seeking a solution to making that area more accessible with access that is not over a curb from the parking area of the Good Acre. A third issue would be for an additional hydrant somewhere at the SW corner of the property to provide for a secure supply to the underground garage and rear half of the structure. This determination is also made with the water flow requirements of the structure with the plans of the fire sprinkler company. Michael Poeschl City of Falcon Heights Fire Marshal S:\BUILDING PERMITS & ISSUES\Zoning and Building Forms\PLANNING APPLICATION.doc 9/25/2013 City of Falcon Heights Planning Application Action Requested By: Name of Property Owner ________________________________________________________ Phone (h) _______________________________ (w) __________________________________ Address of Property Owner _______________________________________________________ Name of Applicant (if different) ____________________________________________________ Address ________________________________________ Phone ________________________ Property Involved: Address ______________________________________________________________________ Legal Description _______________________________________________________________ Property Identification Number (PIN) _________________________________________________ Present Use of Property (check one):  Single Family Dwelling  Duplex/Two Family Dwelling  Multi Family Complex  Business/Commercial  Government/Institu tional  Vacant Land Action Requested (NON-REFUNDABLE):  Variance ($500.00)  Conditional Use Permit ($500.00)  Rezoning, Zoning Amendment ($500.00)  Comprehensive Plan Amendment ($550.00)  Lot Split ($250.00)  Site Plan Review ($100.00)  Subdivision (Fee on request)  Other (Please Specify) __________________ The above Application Fees do not include any additional fees that might be required, including legal, engineering, consulting and additional City services. Applicants should meet with City Staff prior to submitting application to discuss applicable ordinances, required attachments, timelines and fees. Brief Summary of Request (applicant may submit letter to Planning Commission with details of request): I certify that all statements on this application are true and correct: Signature of Property Owner (required) Signature of Applicant (if applicable) ORDINANCE NO. 18-01 CITY OF FALCON HEIGHTS RAMSEY COUNTY, MINNESOTA AN ORDINANCE AMENDING SECTION 113-209 OF THE FALCON HEIGHTS CITY CODE THE CITY COUNCIL OF FALCON HEIGHTS ORDAINS: SECTION 1. Section 113-209 of the Falcon Heights City Code is amended as follows. 113-209 URBAN FARM PLANNED UNIT DEVELOPMENT DISTRICT (b) PURPOSE. The purpose of the urban farm PUD district is to provide for the mixed uses of an urban farm and an apartment building. (d) PERMITTED USES. The following uses are permitted subject to the Development Plan for the PUD, Section 113-209(f), and the standards and requirements of the R-5M zoning district, except as modified herein: (1) On lot 1, block 1 an urban farm. At least 21 paved parking spaces must be maintained next to the main building adjacent to Larpenteur Avenue, as well as at least 24 overflow parking stalls. The urban farm may have up to: 976 square feet of retail space; 2,201 square feet of office/training/kitchen space; 8,580 square feet of distribution/warehouse space; 849 square feet of greenhouse space; and 576 square feet of yard storage building space. (2) On lot 2, block 1, a 68 unit apartment building with at least 68 parking spaces. At least 54 of the required parking spaces must be below grade and integrated into the apartment building. The site many have up to: 60,537 square feet of residential living space; Four (4) stories with underground parking; and Private access easement between lot 1 and lot 2 to be recorded into the property record of both parcels. (f) DEVELOPMENT PLAN. The PUD must be maintained in accordance with the following development plan which is on file with the City and which is incorporated herein by reference. (1) Urban Farm Project Addition Plat; (2) Topographic Survey and Grading, Drainage and Utility Plan prepared by Jacobson Engineers & Surveyors dated July 28, 2014; (3) The following prepared by LHB for Lot 1, Block 1: Architectural Site Plan w/ Landscape Layout dated August 18, 2014, First Floor Plan dated August 18, 2014; Yard Storage Building – Color Option 1 dated July 28, 2014 or Yard Storage Building – Color Option 2 dated August 18, 2014; Exterior Elevations – Color Option 1 dated August 18, 2014 or Exterior Elevations – Color Option 2 dated July ***. (4) The following plans prepared by Kelly Brothers, Ltd and their contractors/partners for lot 2, block 1 with up to a five percent variance as approved by the administrator: Architectural Site Plan w/Landscape Layout Exterior Elevations Complete Floor Plan date SECTION 2. This Ordinance shall be effective upon adoption and publication according to law. ADOPTED this 14th day of June, 2017, by the City Council of the City of Falcon Heights, Minnesota. CITY OF FALCON HEIGHTS BY: ___________________________________ Peter Lindstrom, Mayor ATTEST: __________________________________________ Sack Thongvanh, City Administrator/City Clerk PROJECT DIRECTORY Kelly Brothers LTD 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Peter Austin 612-812-5915 paustinmn@gmail.com OWNER ARCHITECT Firm Ground Architects & Engineers 275 Market Street, Suite 368 Minneapolis, MN 55405 Jeff Schuler, AIA 612-819-1835 jschuler@firmgroundae.com Weis Buildiers 7645 Lyndale Ave. S. Suite 300 Richfield, MN 55423 Chris Ehalt 612-243-5000 chrisehalt@weisbuilders.com GENERAL CONTRACTOR STRUCTURAL ENGINEER BKBM Engineers 6120 Earle Brown Drive, Suite 700 Minneapolis, MN 55430 Brady Shelbourn, PE Direct:763-843-0456 Mobile: 612-834-6038 bshelbourn@bkbm.com Loucks 720 Hemlock Lane, Suite 300 Maple Grove, MN 55369 Trevor Gruys, PE 763-496-6706 TGruys@loucksinc.com CIVIL ENGINEER LANDSCAPE ARCHITECT Loucks 720 Hemlock Lane, Suite 300 Maple Grove, MN 55369 Nate Ekhoff 763-496-6722 Nekhoff@loucksinc.com 1.These documents are intended to communicate design standards for renovations to meet the needs of the client. With permitting use of these documents may be used as design documents for permit and/or construction purposes. 2.General contractor (GC) shall be responsible for all qualified personnel and subcontractors, and all construction work required for the demolition, construction, and refurbishment in accordance with this set of improvements. 3.Final cleaning will be required by the GC prior to substantial completion. GC shall include in this proposal the cost to complete the final cleaning. The final cleaning shall include, but not limited to, vacuuming carpets, wiping down millwork and door openings, cleaning window interiors, etc., as required for a complete final cleaning of the space. 4.GC shall obtain and pay for all costs associated with securing and expediting the building permit that is necessary for the completion of the work. Bonds, permits, licenses etc., required for conducting business, shall be provided by and paid for by the GC. 5.GC shall be responsible for advising the client, and it's consultants, of all laws, ordinances, rules, regulations, orders, state, and local building codes or requirements of authorities having jurisdiction over the project. If GC performs work under the contract knowing it to be contrary to the requirements of the authorities having jurisdiction over the work, and without advising the client nor their consultants of such requirements, GC shall assume full responsibility of such work and associated costs for appropriate modifications which may be required by authorities having jurisdiction over work. 6.GC shall clean up all waste materials, rubbish and debris resulting from its operations at such frequencies as required to maintain a clean and safe working job-site. GC shall coordinate the preferred route and/or procedures for the removal of construction debris with coordinate the preferred route and/or procedures for the removal of construction debris with the tenant and shall coordinate all necessary additional cleanup as part of construction operations such that the building common areas are maintained free from accumulations of waste material, rubbish and debris. 7.GC shall be responsible for the structural integrity of the building during, and related to its construction operations. All structural modifications must be reviewed and approved through the owner. 8.Costs and/or scheduled changes to the lump sum price consists of additions, deletions, or modifications shall be authorized by written scope change signed by client. GC shall provide detailed back up and pricing so that the costs and/or scheduled claim for the revisions can be properly evaluated. 9.General Contractor shall provide a minimum 4'x4' jobsite sign as designed by Firm Ground. Sign will be larger if other logos are to be added such as contractor, bank, etc. 10.General Contractor (GC) shall provide, but not limited to, the following activities as part of their proposed scope of services: A. Construction Services 1.Review documents to building code issues and requirements under local municipal jurisdiction. Advise and comment to client of issues which may be of influence to securing the building permit. 2.Submit permit documents to all required governing municipalities and follow-up to secure and expedite thebuilding permit. 3.Establish a shop drawing control system to expedite and track shop drawings, product submittals, samples, etc. 4.Schedule, monitor and implement the flow of all documents and materials for the proper sequence of approvals by the Architect so as to prevent delays in the progress of the work 5.Verify proposed new wall locations and raise any concerns to Firm Ground, including any dimension busts or unforeseen obstructions. All proposed modifications to room sizes or wall locations must be approved by Firm Ground & owner prior to implementing; otherwise GC shall assume all costs for related thereafter. 6.Coordinate and exercise regulatory control over all subcontractors. Coordinate and supervise the efforts of all subcontractors and material to ensure that the scope of work is on schedule and constructed in accordance with the contract documents. 7.Oversee, manage, supervise and initiate all safety precautions and programs in connection with the performance of the contract in accordance with all governmental agencies having jurisdiction. 8.Maintain a record-keeping system to monitor and track the progress of the work. 9.Manage, observe and constantly review the adequacy of the subcontractor's supervision, personnel, materials and equipment on the jobsite. 10.Chair progress meetings with client to discuss coordination efforts, procedures, progress, problems, scheduling and open issues. 11.Receive, manage and review all requests for change orders and obtain written approval from client prior to commencement. Provide adequate supporting backup to justify pricing as required for review and approval. Contact and schedule all required inspections by governing municipalities. B. Post Construction Services 1.Manage and coordinate the completion of project punchlist in accordance with the approved and accepted schedule for punchlist completion. 2.Prepare documentation for Certificate of Substantial Completion and Final Completion, as well as, procure applicable governmental certificate of occupancy requirements. 3.Compile in an organized manner subcontractor and materialmen close-out documents, such as guarantees, warrantees, operation manuals, testing reports, as-built drawings, attic supply and submit to client for review and approval. 4.Close all subcontractor and materialmen subcontracts and purchase orders in an expeditious manner and resolve claims/disputes for the final contract acceptance. 5.Prepare final progress payment for all subcontractors and materialmen with a sufficient trade payment breakdown to allow for verification of work completed in the field and summarization of contract values. 6.The GC shall provide record drawings including three (3) sets of paper copies and one (1) set of electronic files to theOwner, in both PDF & DWG formats. These drawings shall represent the current conditions of the facility at the time the Owner takes possession and completion of the project. 7.The GC shall provide the Owner three (3) sets of all operation and maintenance manuals for installed equipment and materials, as well as any applicable manufacturer warranty information. 8.The GC shall provide to the owner all copies of final lien waivers including subcontractors and suppliers. GENERAL CONSTRUCTION NOTES J. SCHULERT. WASMOEN I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 4 :4 6 P M T1 TITLE SHEET 17.075 J. PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 Hendrickson Apartments 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 Sheet List Sheet Number Sheet Name T1 TITLE SHEET T2 CODE ANALYSIS 1st & 2nd LIFE SAFETY T3 3rd & 4th LIFE SAFETY A050 REFERENCE GARAGE & 1ST FLOOR PLAN C1.1 EXISTING CONDITIONS C1.2 DEMOLITION PLAN C2.1 SITE PLAN C3.1 GRADING PLAN C3.2 SWAPPP C3.3 SWAPPP NOTES C4.1 UTILITY PLAN C8.1 CIVIL DETAILS C8.2 CIVIL DETAILS L1.1 LANDSCAPE PLAN L2.1 LANDSCAPE DETAILS A051 REFERENCE 2ND & TYP 3RD - 4TH FLOOR PLAN A052 REFERENCE ROOF PLAN A100 GARAGE FLOOR PLAN NORTH A101 GARAGE FLOOR PLAN SOUTH A102 FIRST FLOOR PLAN NORTH A103 FIRST FLOOR PLAN SOUTH A104 SECOND FLOOR PLAN NORTH A105 SECOND FLOOR PLAN SOUTH A106 THIRD & FOURTH FLOOR PLAN NORTH A107 THIRD & FOURTH FLOOR PLAN SOUTH A150 ROOF PLAN NORTH A151 ROOF PLAN SOUTH A200 ENLARGED STUDIO 1 UNIT FLOOR PLAN A201 ENLARGED STUDIO 2 UNIT FLOOR PLAN A202 ENLARGED UNIT A1 FLOOR PLAN A203 ENLARGED UNIT A1.1 FLOOR PLAN A204 ENLARGED UNIT B1 FLOOR PLAN A205 ENLARGED UNIT B1.1 FLOOR PLAN A206 ENLARGED UNIT B2 FLOOR PLAN A207 ENLARGED UNIT B2.1 FLOOR PLAN A208 ENLARGED UNIT B3 FLOOR PLAN A209 ENLARGED UNIT B4 FLOOR PLAN A300 ENLARGED BASEMENT FLOOR PLAN A301 ENLARGED FIRST FLOOR COMMON AREA A302 ENALRGED SECOND FLOOR PLAN A303 ENLARGED MAIL ROOM ELEVATIONS AND DETAILS A401 EXTERIOR ELEVATIONS A402 EXTERIOR ELEVATIONS A403 EXTERIOR ELEVATIONS COLORED A404 EXTERIOR ELEVATIONS COLORED A501 BUILDING SECTIONS A502 SCHEEN PORCH SECTION & DETAILS A511 WALL SECTIONS A512 WALL SECTIONS A513 WALL SECTIONS A514 ENLARGED CANOPY PLAN AND DETAILS A515 ENLARGED STAIR NORTH PLANS AND SECTIONS A516 ENLARGED STAIR SOUTH PLANS AND SECTIONS A517 ENLARGED ELEVATOR PLANS AND SECTIONS A518 WALL SECTIONS A601 EXTERIOR DETAILS A602 EXTERIOR DETAILS A603 INTERIOR DETAILS A650 VERTICAL ASSEMBLIES A652 HORIZONTAL ASSEMBLIES A701 COMMON AREA ELEVATIONS A702 COMMON AREA ELEVATIONS A703 COMMON AREA ELEVATIONS A750 DOOR & WINDOW SCHEDULE, TYPES A800 GARAGE FINISH FLOOR PLAN A801 FIRST FLOOR FINISH PLAN A802 SECOND FLOOR FINISH PLAN A803 THIRD FLOOR FINISH PLAN A804 FOURTH FLOOR FINISH PLAN A811 FURNITURE FIRST FLOOR PLAN A850 ROOM FINISH SCHEDULE A851 FINISH SCHEDULE A900 GARAGE RCP A901 FIRST FLOOR RCP NORTH A902 FIRST FLOOR RCP SOUTH A903 SECOND FLOOR RCP A907 THIRD FLOOR RCP A908 FOURTH FLOOR RCP SITE LOCATION MAP VINCINITY MAP 3D REALISTIC VIEW Revision/Issue Schedule #Description Date OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 C. S. A. H. NO. 30 N WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 1 E X I S T I N G C O N D I T I O N S Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 8 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 EXISTING CONDITIONS C1-1 NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. LARPENTEUR AVENUE WEST C. S. A. H. NO. 30 REMOVE EXISTING BITUMINOUS PAVEMENT AS NEEDED FOR UTILITY AND CURB & GUTTER CONSTRUCTION REMOVE EXISTING CURB & GUTTER REMOVE EXISTING CURB & GUTTER REMOVE EXISTING BITUMINOUS PAVEMENT REMOVE EXISTING POSTS REMOVE EXISTING BOULDER RETAINING WALL REMOVE EXISTING BOULDER RETAINING WALL REMOVE EXISTING FENCE REMOVE EXISTING SIGN REMOVE EXISTING CONCRETE AS NEEDED TO CLOSE MEDIAN REMOVE EXISTING TREES PROTECT EXISTING TREE PROTECT EXISTING OVERHEAD LINES REMOVE EXISTING RAIN GARDEN REMOVE & REPLACE EXISTING BITUMINOUS AS NEEDED FOR CURB INSTALLATION REMOVE EXISTING SIGN & REPLACE CONCRETE PANEL REMOVE & REPLACE EXISTING CONCRETE PAVEMENT, CURB & GUTTER, AND SIDEWALK AS NEEDED FOR UTILITY INSTALLATION N WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 1 - 2 D E M O L I T I O N P L A N Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 8 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 DEMOLITION PLAN C1-2 REMOVE EXISTING CURB & GUTTER, RETAINING WALLS, WOOD FENCE, BILLBOARDS, ETC. REMOVE EXISTING MANHOLES, POWER POLES, LIGHT POLES, BOLLARDS, PARKING METERS, SIGNS, ETC. REMOVE EXISTING CONCRETE PAVING, SIDEWALKS, ISLANDS, ETC. REMOVE EXISTING TREES REMOVE EXISTING UTILITIES REMOVE EXISTING BITUMINOUS PAVING DEMOLITION LEGEND 1.CONTRACTOR SHALL REMOVE AND/OR RELOCATE EXISTING PRIVATE UTILITIES AS NECESSARY. CONTRACTOR TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES. 2.CONTRACTOR SHALL PROTECT SURFACE AND SUBSURFACE FEATURES NOT NOTED FOR REMOVAL. 3.CONTRACTOR TO CLEAR AND GRUB EXISTING VEGETATION WITHIN CONSTRUCTION LIMITS, STRIP TOP SOIL, AND STOCKPILE ON-SITE. REFER TO STORMWATER POLLUTION PREVENTION PLAN FOR SEDIMENT AND EROSION CONTROL REQUIREMENTS. 4.CLEAR AND GRUB AND REMOVE ALL TREES, VEGETATION AND SITE DEBRIS PRIOR TO GRADING. ALL REMOVED MATERIAL SHALL BE HAULED FROM THE SITE DAILY. ALL CLEARING AND GRUBBING AND REMOVALS SHALL BE PERFORMED PER THE CONTRACT SPECIFICATIONS. EROSION CONTROL MEASURES SHALL BE IMMEDIATELY ESTABLISHED UPON REMOVAL. SEE THE STORMWATER POLLUTION PREVENTION PLAN. 5.CONTRACTOR SHALL REMOVE ALL SITE SURFACE FEATURES WITHIN REMOVAL LIMITS UNLESS OTHERWISE NOTED. SITE DEMOLITION NOTES NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. 14 2 4 . 0 ' 1 8 . 0 ' 24.0' 5 . 3 ' 9.0' 8.0' 26.5' 11.9' 14.2' 4 . 0 ' 4 . 0 ' 5 . 7 ' 2 0 . 0 ' 14.1'6.7' R 3'R 3' R 15' R 39' R 10' R 10' R 5' R 5' 6 . 0 ' CONCRETE SIDEWALK TYP-SEE DETAIL FLAT CURB TYP-SEE DETAIL FLAT CURB TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER MATCH EXISTING SIDEWALK MATCH EXISTING CURB & GUTTER B612 CURB & GUTTER TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER CONCRETE PAVEMENT TYP-SEE DETAIL RETAINING WALL TO BE TECHO-BLOC SKYSCRAPER (OR APPROVED EQUAL) COLOR=SHALEGREY PROVIDE CAP TO MATCH SEE GRADING PLAN AND DETAIL CAST IN PLACE CONCRETE RETAINING WALL & SURFACE MOUNTED FENCE (COORDINATE WITH STRUCTURAL & ARCHITECTURAL MATCH EXISTING SIDEWALK3' CURB TAPER 3' CURB TAPER ACCESSIBLE STALL, SIGNS, STRIPING, ETC. TYP-SEE DETAIL MATCH EXISTING CURB & GUTTER MATCH EXISTING CURB & GUTTER MATCH EXISTING CONCRETE AND JOINT PATTERN HEAVY DUTY BITUMINOUS PAVEMENT SEE DETAIL SPECIALTY CONCRETE SEE LANDSCAPE PLAN FLAT CURB TYP-SEE DETAIL LIGHT DUTY BITUMINOUS PAVEMENT TYP-SEE DETAIL 5. 3 ' 5. 3 ' 6.0' 3.9' 15.4' 40.8' 46.2' CONCRETE PAVEMENT TYP-SEE DETAIL GRASS PAVE SEE DETAIL EXTEND TURN LANE STRIPING INSTALL ONE-WAY SIGN (R6-1) PER MUTCD MATCH EXISTING CONCRETE EDGE REMOVE & REPLACE CONCRETE PAVEMENT, CONCRETE SIDEWALK, AND CURB & GUTTER AS NEEDED FOR UTILITY INSTALLATION 10' CURB TAPER 10' CURB TAPER 10' CURB TAPER 10' CURB TAPER 10' CURB TAPER10' CURB TAPERMATCH EXISTING BITUMINOUS CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL CONCRETE SIDEWALK TYP-SEE DETAIL B612 CURB & GUTTER TYP-SEE DETAIL SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL TRANSITION TO SURMOUNTABLE CURB & GUTTERTRANSITION TO SURMOUNTABLE CURB & GUTTER TRANSITION TO SURMOUNTABLE CURB & GUTTER TRANSITION TO SURMOUNTABLE CURB & GUTTER SURMOUNTABLE CURB & GUTTER TYP-SEE DETAIL SNOW STORAGE CONCRETE STOOP (COORDINATE WITH STRUCTURAL & ARCHITECTURAL) CONCRETE STOOP (COORDINATE WITH STRUCTURAL & ARCHITECTURAL) CONCRETE STOOP (COORDINATE WITH STRUCTURAL & ARCHITECTURAL) STAIRS SEE STRUCTURAL & ARCHITECTURAL 1' INTEGRAL CURB SEE DETAIL LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 C. S. A. H. NO. 30 PROPOSED BUILDING FFE=964.00 GFE=953.00 N 73 23 PAVEMENT TYPES NOTE: SEE PAVEMENT SECTIONS ON SHEET C8-1 FOR TYPE AND DEPTH INFORMATION. LIGHT DUTY BITUMINOUS PAVEMENT CONCRETE SIDEWALK HEAVY DUTY BITUMINOUS PAVEMENT CONCRETE PAVEMENT SITE NOTES 1.ALL PAVING, CONCRETE CURB, GUTTER AND SIDEWALK SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS SHOWN PER THE DETAIL SHEET(S) AND STATE/LOCAL JURISDICTION REQUIREMENTS. 2.ACCESSIBLE PARKING AND ACCESSIBLE ROUTES SHALL BE PROVIDED PER CURRENT ADA STANDARDS AND LOCAL/STATE REQUIREMENTS. 3.ALL CURB DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 4.ALL BUILDING DIMENSIONS ARE TO THE OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. 5.TYPICAL FULL SIZED PARKING STALL IS 9' X 18' UNLESS OTHERWISE NOTED. 6.ALL CURB RADII SHALL BE 3.0' UNLESS OTHERWISE NOTED. 7.BITUMINOUS IMPREGNATED FIBER BOARD TO BE PLACED AT FULL DEPTH OF CONCRETE ADJACENT TO EXISTING STRUCTURES AND BEHIND CURB ADJACENT TO DRIVEWAYS AND SIDEWALKS. TOTAL SITE AREA:1.25 AC DISTURBED AREA: 1.18 AC EXISTING IMPERVIOUS AREA:0.35 AC (28.2%) PROPOSED IMPERVIOUS AREA:1.01 AC (80.7%) SITE DATA MINIMUM PARKING LAYOUT DIMENSIONS (90 DEGREE PATTERN): PARKING SPACE WIDTH = 9 FT PARKING SPACE LENGTH = 18 FT DRIVE AISLE WIDTH = 24 FT DEVELOPMENT AND DESIGN STANDARDS EXISTING PARKING = 0 STALLS EXISTING PARKING REMOVED = 0 STALLS PROPOSED PARKING = 14 STALLS TOTAL PARKING PROVIDED = 14 STALLS OFF-STREET PARKING CALCULATIONS EXISTING ACCESSIBLE PARKING: = 0 STALLS REMOVED ACCESSIBLE PARKING:= 0 STALLS PROPOSED ACCESSIBLE PARKING:= 1 STALLS TOTAL ACCESSIBLE STALLS: = 1 STALLS ACCESSIBLE PARKING SIGNAGE AND STRIPING NOTES 1.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SIGNAGE AND STRIPING AS SHOWN ON THIS PLAN. 2.CONTRACTOR SHALL PAINT ALL ACCESSIBLE STALLS, LOGOS AND CROSS HATCH LOADING AISLES WITH WHITE PAVEMENT MARKING PAINT, 4" IN WIDTH. 3.CONTRACTOR SHALL PAINT ANY/ALL DIRECTIONAL TRAFFIC ARROWS, AS SHOWN, IN WHITE PAINT. 4.ALL SIGNAGE SHALL INCLUDE POST, CONCRETE FOOTING AND STEEL CASING WHERE REQUIRED. 5.ALL SIGNAGE NOT PROTECTED BY CURB, LOCATED IN PARKING LOT OR OTHER PAVED AREAS TO BE PLACED IN STEEL CASING, FILLED WITH CONCRETE AND PAINTED YELLOW. REFER TO DETAIL. 6.ANY/ALL STOP SIGNS TO INCLUDE A 24" WIDE PAINTED STOP BAR IN WHITE PAINT, PLACED AT THE STOP SIGN LOCATION, A MINIMUM OF 4' FROM CROSSWALK IF APPLICABLE. ALL STOP BARS SHALL EXTEND FROM DIRECTIONAL TRANSITION BETWEEN LANES TO CURB. 7.ALL SIGNS TO BE PLACED 18" BEHIND BACK OF CURB UNLESS OTHERWISE NOTED. LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 2 - 1 S I T E P L A N Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 SITE PLAN C2-1 NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. GRASS PAVE WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LARPENTEUR AVENUE WEST C. S. A. H. NO. 30 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 96 1 96 2 96 3 960 961 962 963 95 5 95 6 95 7 95 8 95 9 9 6 0 961 962 963 960 9 6 0 96 0 96 1 96 2 9 6 3 9 6 2 9 6 3 96 2 963 961 960 961 96 4 959 9 6 1 60.48 ±EX 61.79 61.69 60.73 4 . 7 % 61.82 60.86 4 . 7 % 61.92 60.59 1 . 5 % 58.49 ±EX 58.16 ±EX 62.17 61.58 59.27 7 . 4 % 3 . 2 % 60.71 1 . 3 % 64.00 63.84 63.0863.08 63.19 1 . 8 % 1 . 5 % 1 . 8 % 60.50 1 . 2 % 5.0% 5.0% 3.2% 59.36 ±EX 59.97 ±EX BC 59.62 ±EX CC 58.32 ±EX 4.9% 5.0% 7 . 4 % 59.81 ±EX 60.02 ±EX 60.28 ±EX 60.64 ±EX 60.77 ±EX 60.75 ±EX 60.81 ±EX 59.44 ±EX 60.28 ±EX 60.81 60.28 60.18 60.02 60.28 60.64 60.77 60.75 60.75 60.63 60.56 60.52 60.16 59.90 59.30 ±EX 59.14 ±EX 58.98 ±EX59.29 ±EX 59.21 ±EX 59.12 ±EX 59.20 59.20 54.00 54.00 10.2% 10.2% 2.0% 63.84 63.94 5.0% 63.34 63.2261.82 63.94 62.37 59.97 ±EX 59.97 59.83 59.44 59.34 59.66 ±EX 55.07 1.5% 61.01 5.0 % 58.66 2.5% 59.40 3.4% 64.00 64.00 64.35 64.35 64.00 64.0064.00 64.23 63.74 63.77 64.00 63.71 63.77 63.69 63.63 63.35 63.52 63.84 63.91 63.94 63.97 64.3564.3563.6362.87 62.77 63.35 63.77 63.53 64.00 64.00 64.00 62.39 62.92 62.50 62.00 61.00 60.00 62.60 61.60 60.60 2. 0 % 0.9% 1.5 % 2.8% 1. 0 % 61.07 60.97 5.0%1.5% 9 6 0 MA T C H E X I S T I N G G R A D E S 58.06 ±EX 58.91 59.51 5. 0 % 9 6 0 959 58.61 8 8 4 4 4 4 PROPOSED BUILDING FFE=964.00 GFE=953.00 MATCH EXISTING GRADES M A T C H E X I S T I N G G R A D E S 55.07 59.16 TW=61.58 BW=56.83 TW=64.00 BW=54.50 TW=61.58 BW=57.10 TW=64.00 BW=53.00 TW=64.00 BW=53.00 TW=64.00 BW=55.92 64.00 64.00 64.00 64.00 63.68 63.90 63.90 63.68 0.7%63.08 63.15 59.72 59.64 TW=61.33 BW=59.33 TW=62.08 BW=59.58 TW=61.78 BW=59.28 TW=60.05 BW=59.05 59.06 95 9 8 LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 1 G R A D I N G P L A N Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 GRADING PLAN C3-1 GRADING, DRAINAGE & EROSION CONTROL NOTES 1.SPOT ELEVATIONS REPRESENT FINISHED SURFACE GRADES, GUTTER/FLOW LINE, FACE OF BUILDING, OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 2.CATCH BASINS AND MANHOLES IN PAVED AREAS SHALL BE SUMPED 0.04 FEET. ALL CATCH BASINS IN GUTTERS SHALL BE SUMPED 0.16 FEET. RIM ELEVATIONS SHOWN ON PLANS DO NOT REFLECT SUMPED ELEVATIONS. 3.ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE MINIMUM OF 4 INCHES OF TOP SOIL AND SEED/MULCH OR SOD. THESE AREAS SHALL BE WATERED/MAINTAINED BY THE CONTRACTOR UNTIL VEGETATION IS ESTABLISHED. 4.FOR SITE RETAINING WALLS "TW" EQUALS SURFACE GRADE AT TOP FACE OF WALL (NOT TOP OF WALL), "GW" EQUALS SURFACE GRADE AT WALL GRADE TRANSITION, AND "BW" EQUALS SURFACE GRADE AT BOTTOM FACE OF WALL (NOT BOTTOM OF BURIED WALL COURSES). 5.REFER TO THE REPORT OF GEOTECHNICAL EXPLORATION AND REVIEW (REPORT NO. 17-0583), DATED AUGUST 10, 2017 AS PREPARED BY HAUGO GEOTECHNICAL SERVICES FOR AN EXISTING SUBSURFACE SITE CONDITION ANALYSIS AND CONSTRUCTION RECOMMENDATIONS. 6.STREETS MUST BE CLEANED AND SWEPT WHENEVER TRACKING OF SEDIMENTS OCCURS AND BEFORE SITES ARE LEFT IDLE FOR WEEKENDS AND HOLIDAYS. A REGULAR SWEEPING SCHEDULE MUST BE ESTABLISHED. 7.DUST MUST BE ADEQUATELY CONTROLLED. 8.SEE SWPPP FOR ADDITIONAL EROSION CONTROL NOTES AND REQUIREMENTS. 9.SEE UTILITY PLAN FOR WATER, STORM AND SANITARY SEWER INFORMATION. 10.SEE SITE PLAN FOR CURB AND BITUMINOUS TAPER LOCATIONS. N 73 23 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 C. S. A. H. NO. 30 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 96 1 96 2 96 3 960 961 962 963 95 5 95 6 95 7 95 8 95 9 9 6 0 961 962 963 960 9 6 0 96 0 96 1 96 2 9 6 3 9 6 2 9 6 3 96 2 963 961 960 961 96 4 959 9 6 1 9 6 0 9 6 0 959 8 8 4 4 4 4 PROPOSED BUILDING FFE=964.00 GFE=953.00 95 9 8 ROCK CONSTRUCTION ENTRANCE SEE DETAIL INLET PROTECTION TYP-SEE DETAIL BIO ROLL TYP-SEE DETAIL BIO ROLL TYP-SEE DETAIL BIO ROLL TYP-SEE DETAIL BIO ROLL TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL SILT FENCE TYP-SEE DETAIL LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 2 S W P P P Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 SWPPP C3-2 N 73 23 INLET PROTECTION SILT FENCE SWPPP LEGEND BIO ROLLS NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 3 - 3 S W P P P N O T E S Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 SWPPP NOTES C3-3 1.THE NATURE OF THIS PROJECT WILL CONSIST OF CONSTRUCTING AN APARTMENT BUILDING, SURFACE PAVEMENTS, UNDERGROUND INFILTRATION SYSTEM, AND UTILITIES. 2.THE INTENDED SEQUENCING OF MAJOR CONSTRUCTION ACTIVITIES ARE AS FOLLOWS: 1.INSTALL VEHICLE TRACKING BMP 2.INSTALL SILT FENCE & BIO ROLLS AROUND SITE 3.CLEAR AND GRUB SITE 4.STRIP AND STOCKPILE TOPSOIL 5.REMOVE PAVEMENTS AND UTILITIES 6.ROUGH GRADE SITE 7.IMPORT CLEAN FILL FOR REPLACEMENT AND BALANCE 8.INSTALL UTILITIES 9.INSTALL BUILDING FOUNDATIONS 10.INSTALL CURB AND GUTTER 11.INSTALL PAVEMENTS AND WALKS 12.FINAL GRADE SITE 13.REMOVE ACCUMULATED SEDIMENT FROM STORMWATER SYSTEMS 14.SEED AND MULCH 15.WHEN ALL CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE SILT FENCE AND RESEED ANY AREAS DISTURBED BY THE REMOVAL. 3.SITE DATA: AREA OF DISTURBANCE:1.18 AC PRE-CONSTRUCTION IMPERVIOUS AREA:0.35 AC POST-CONSTRUCTION IMPERVIOUS AREA:1.01 AC GENERAL SOIL TYPE:SEE GEOTECHNICAL EVALUATION REPORT 4.THE LOCATION OF AREAS NOT TO BE DISTURBED MUST BE IDENTIFIED WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC. BEFORE CONSTRUCTION BEGINS. 5.ALL DISTURBED GROUND LEFT INACTIVE FOR FOURTEEN (14) OR MORE DAYS SHALL BE STABILIZED BY SEEDING OR SODDING (ONLY AVAILABLE PRIOR TO SEPTEMBER 15) OR BY MULCHING OR COVERING OR OTHER EQUIVALENT CONTROL MEASURE. 6.ON SLOPES 3:1 OR GREATER MAINTAIN SHEET FLOW AND MINIMIZE RILLS AND/OR GULLIES, SLOPE LENGTHS CAN NOT BE GREATER THAN 75 FEET. DENOTES SLOPES GREATER THAN 3:1. ALL 3:1 SLOPES TO BE STABILIZED WITH EROSION CONTROL BLANKET 7.ALL STORM DRAINS AND INLETS MUST BE PROTECTED UNTIL ALL SOURCES OF POTENTIAL DISCHARGE ARE STABILIZED. 8.TEMPORARY SOIL STOCKPILES MUST HAVE EFFECTIVE SEDIMENT CONTROL AND CAN NOT BE PLACED IN SURFACE WATERS OR STORM WATER CONVEYANCE SYSTEMS. TEMPORARY STOCKPILES WITHOUT SIGNIFICANT AMOUNT OF SILT, CLAY, OR ORGANIC COMPOUNDS ARE EXEPMT EX: CLEAN AGGREGATE STOCK PILES, DEMOLITION CONCRETE STOCKPILES, SAND STOCKPILES. 9.SEDIMENT LADEN WATER MUST BE DISCHARGED TO A SEDIMENTATION BASIN WHENEVER POSSIBLE. IF NOT POSSIBLE, IT MUST BE TREATED WITH THE APPROPRIATE BMP'S. 10.SOLID WASTE MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 11.EXTERNAL WASHING OF CONSTRUCTION VEHICLES MUST BE LIMITED TO A DEFINED AREA OF THE SITE. RUNOFF MUST BE PROPERLY CONTAINED. 12.NO ENGINE DEGREASING IS ALLOWED ON SITE. 13.THE OWNER WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE AND IS RESPONSIBLE FOR COMPLIANCE WITH ALL TERMS AND CONDITIONS OF THE PERMIT. THE OPERATOR (CONTRACTOR) WHO SIGNS THE NPDES PERMIT APPLICATION IS A PERMITTEE FOR PARTS II.B., PART II.C, PART II.B-F, PART V, PART IV AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C. OF THE NPDES PERMIT AND IS JOINTLY RESPONSIBLE WITH THE OWNER FOR COMPLIANCE WITH THOSE PORTIONS OF THE PERMIT. 14.TERMINATION OF COVERAGE-PERMITTEE(S) WISHING TO TERMINATE COVERAGE MUST SUBMIT A NOTICE OF TERMINATION (NOT) TO THE MPCA. ALL PERMITTEE(S) MUST SUBMIT A NOT WITHIN 30 DAYS AFTER ONE OR MORE OF THE FOLLOWING CONDITIONS HAVE BEEN MET: A.FINAL STABILIZATION, PER NPDES PERMIT PART IV.G. HAS BEEN ACHIEVED ON ALL PORTIONS OF THE SITE FOR WHICH THE PERMITTEE IS RESPONSIBLE. B.TRANSFER OF OWNERSHIP AS DESCRIBED IN THE PERMIT. 15. INSPECTIONS A.INITIAL INSPECTION FOLLOWING SILT FENCE INSTALLATION BY CITY REPRESENTATIVE IS REQUIRED. B.EXPOSED SOIL AREAS: ONCE EVERY 7 DAYS AND WITHIN 24 HOURS FOLLOWING A 0.5" OVER 24 HOUR RAIN EVENT. C.STABILIZED AREAS: ONCE EVERY 30 DAYS D.FROZEN GROUND: AS SOON AS RUNOFF OCCURS OR PRIOR TO RESUMING CONSTRUCTION. E.INSPECTION AND MAINTENANCE RECORDS MUST BE RETAINED FOR 3 YEARS AFTER FILING OF THE NOTICE OF TERMINATION AND MUST INCLUDE: DATE AND TIME OF ACTION, NAME OF PERSON(S) CONDUCTING WORK, FINDING OF INSPECTIONS AND RECOMMENDATIONS FOR CORRECTIVE ACTION, DATE AND AMOUNT OF RAINFALL EVENTS GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. 16. MINIMUM MAINTENANCE A.SILT FENCE TO BE REPAIRED, REPLACED, SUPPLEMENTED WHEN NONFUNCTIONAL, OR 1/3 FULL; WITHIN 24 HOURS B.SEDIMENT BASINS DRAINED AND SEDIMENT REMOVED WHEN REACHES 1/2 STORAGE VOLUME. REMOVAL MUST BE COMPLETE WITHIN 72 HOURS OF DISCOVERY. C.SEDIMENT REMOVED FROM SURFACE WATERS WITHIN (7)SEVEN DAYS D.CONSTRUCTION SITE EXITS INSPECTED, TRACKED SEDIMENT REMOVED WITH 24 HOURS. E.PROVIDE COPIES OF EROSION INSPECTION RESULTS TO CITY ENGINEER FOR ALL EVENTS GREATER THAN 12" IN 24 HOURS 17.THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS MUST BE KEPT AT THE SITE DURING CONSTRUCTION ACTIVITY BY THE PERMITTEE(S) WHO HAVE OPERATIONAL CONTROL OF THE SITE. 18.OWNER MUST KEEP RECORDS OF ALL PERMITS REQUIRED FOR THE PROJECT, THE SWPPP, ALL INSPECTIONS AND MAINTENANCE, PERMANENT OPERATION AND MAINTENANCE AGREEMENTS, AND REQUIRED CALCULATIONS FOR TEMPORARY AND PERMANENT STORM WATER MANAGEMENT SYSTEMS. THESE RECORDS MUST BE RETAINED FOR THREE YEARS AFTER FILING NPDES NOTICE OF TERMINATION. 19.SWPPP MUST BE AMENDED WHEN: A.THERE IS A CHANGE IN DESIGN, OPERATION, MAINTENANCE, WEATHER OR SEASONAL CONDITIONS THAT HAS A SIGNIFICANT EFFECT ON DISCHARGE B.INSPECTIONS INDICATE THAT THE SWPPP IS NOT EFFECTIVE AND DISCHARGE IS EXCEEDING WATER QUALITY STANDARDS. C.THE BMP'S IN THE SWPPP ARE NOT CONTROLLING POLLUTANTS IN DISCHARGES OR IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE PERMIT. 19.CONCRETE WASHOUT AREA A.CONTRACTOR TO PROVIDE PREFABRICATED CONCRETE WASH-OUT CONTAINER WITH RAIN PROTECTION PER PLAN. B.CONCRETE WASH-OUT TO BE IDENTIFIED WITH SIGNAGE STATING "CONCRETE WASHOUT AREA DO NOT OVERFILL". C.CONCRETE WASHOUT WATER NEEDS TO BE PUMPED WITHIN 24 HOURS OF STANDING WATER IN WASHOUT AREA. 20.IN THE EVENT OF ENCOUNTERING A WELL OR SPRING DURING CONSTRUCTION CONTRACTOR TO CEASE CONSTRUCTION ACTIVITY AND NOTIFY ENGINEER. 21.PIPE OULTETS MUST BE PROVIDED WITH TEMPORARY OR PERMANENT ENERGY DISSIPATION WITHIN 24 HOURS AFTER CONNECTION TO A SURFACE WATER. 22.FINAL STABILIZATION FINAL STABILIZATION REQUIRES THAT ALL SOIL DISTURBING ACVTIVITIES HAVE BEEN COMPLETED AND THAT DISTURBED AREAS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH 70% OF THE EXPECTED FINAL DENSITY, AND THAT ALL PERMANENT PAVEMENTS HAVE BEEN INSTALLED. ALL TEMPORARY BMP'S SHALL BE REMOVED, DITCHES STABILIZED, AND SEDIMENT SHALL BE REMOVED FROM PERMANENT CONVEYANCES AND SEDIMENTATION BASINS IN ORDER TO RETURN THE POND TO DESIGN CAPACITY. 23.RESPONSIBILITIES A.THE OWNER MUST IDENTIFY A PERSON WHO WILL OVERSEE THE SWPPP IMPLEMENTATION AND THE PERSON RESPONSIBLE FOR INSPECTION AND MAINTENANCE: CONTACT: __________________________________ COMPANY: __________________________________ PHONE: __________________________________ B.THE OWNER MUST IDENTIFY THE A PERSON WHO WILL BE RESPONSIBLE FOR LONG TERM OPERATIONS AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM: CONTACT:__________________________________ COMPANY: __________________________________ PHONE: __________________________________ 24.THE WATERSHED DISTRICT OR THE CITY MAY HAVE REQUIREMENTS FOR INSPECTIONS OR AS-BUILT DRAWINGS VERIFYING PROPER CONSTRUCTION OF THE BMPS. SWPPP NOTES ESTIMATED QUANTITIES DESCRIPTION UNIT TEMPORARY ROCK CONSTRUCTION ENTRANCE EA PREFABRICATED CONCRETE WASHOUT EA SILT FENCE (STANDARD)LF EROSION CONTROL BLANKET SY INLET PROTECTION EA QUANTITY 1 N/A 231 N/A 14 BIO-ROLL LF 416 SITE VICINITY MAP CONSTRUCTION STORMWATER SPECIAL WATERS SEARCH MAP BIO-ROLL OR ROCK LOG NOTES: 1.PLACE BOTTOM EDGE OF WIRE FENCE INTO 6 IN DEEP TRENCH. 2.POSTS SHALL BE: ·6 FT MAX. SPACING. ·STANDARD STEEL T-TYPE POSTS. ·5' MIN. LENGTH POSTS, DRIVEN 2 FT INTO THE GROUND. 3.ATTACH WIRE FENCE TO STEEL POSTS WITH NO. 9 GA. ALUMINUM WIRE OR NO. 9 GALVANIZED STEEL PRE-FORMED CLIPS. 4.ATTACH FABRIC TO WIRE FENCING WITH WIRE OR ZIP TIES. A MIN. OF 3 ZIP TIES PER POST. EXTEND BOTTOM OF FABRIC INTO TRENCH. 5.BACKFILL TRENCH & COMPACT. 6.STRAW, WOOD CHIP, COMPOST OR ROCK LOGS PER MNDOT SPECS 3890, 3897. DRAWN 11/2016 LOUCKS PLATE NO. 3002LOUCKS 2'' X 2'' X 18'' LONG WOODEN STAKES AT 2'-0'' SPACING. DRIVE THROUGH NETTING, NOT PENETRATING FIBER LOG. STRAW OR WOOD FIBER 9" OR 12'' DIA. SEDIMENT LOG ROLL ENCLOSED IN POLYPROPYLENE NETTING FL O W TRENCH IF LOOSE SOILS FLOW ENDS SECURELY CLOSED TO PREVENT LOSS OF OPEN GRADED AGGREGATE FILL. SECURED WITH 50 PSI. ZIP TIE 1 NOTES: SEE SPECS. 2573, 3137, 3890 & 3897. MANUFACTURED ALTERNATIVES LISTED ON Mn/DOT'S APPROVED PRODUCTS LIST MAY BE SUBSTITUTED. 1.GEOTEXTILE SOCK BETWEEN 4-10 FEET LONG AND 4-6 INCH DIAMETER. SEAM TO BE JOINED BY TWO ROWS OF STITCHING WITH A PLASTIC MESH BACKING OR PROVIDE A HEAT BONDED SEAM (OR APPROVED EQUIVALENT). FILL ROCK LOG WITH OPEN GRADED AGGREGATE CONSISTING OF SOUND DURABLE PARTICLES OF COARSE AGGREGATE CONFORMING TO SPEC. 3137 TABLE 3137-1; CA-3 GRADATION. PROJECT SITE * LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 C. S. A. H. NO. 30 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 4 4 4 4 PROPOSED BUILDING FFE=964.00 GFE=953.00 8 85 LF - 8" PVC SDR 26 @ 0.5% SAN MH 1 BUILD OVER EXISTING 10" SANITARY SEWER LINE INV = 948.54 ± (FIELD VERIFY RIM & INVERT) 8" SANITARY SERVICE INV = 948.97 (VERIFY LOCATION, INVERT, & SIZE WITH MECHANICAL) 4" DIP DOMESTIC WATER SERVICE STUB (VERIFY LOCATION & SIZE WITH MECHANICAL) WET TAP EXISTING WATERMAIN (VERIFY TYPE & SIZE) 66 LF - 6" DIP FIRE PROTECTION WATER SERVICE 130 LF - FRENCH DRAIN W/ 6" DRAINTILE @ 0.7% SEE DETAIL 24 LF - 12" HDPE @ 1.3% CORE DRILL CONNECTION TO EXISTING STORM STRUCTURE AT INV = 954.10 (FIELD VERIFY LOCATION & INVERT) CB 1 12" NYLOPLAST RIM = 960.75 INV = 956.75 CB 2 12" NYLOPLAST RIM = 959.83 INV = 955.83 N INV = 955.83 S CBMH 5 RIM = 960.53 INV = 954.37 E INV = 954.37 W SUMP = 951.37 CBMH 6 RIM = 960.59 INV = 956.63 E INV = 956.63 W SUMP = 953.63 CBMH 7 RIM = 959.80 INV = 956.80 STMH 8 RIM = 961.84 INV = 951.73 NE INV = 951.73 S CBMH 9 RIM = 959.66 INV = 952.41 N INV = 952.41 E SUMP = 949.41 CBMH 10 RIM = 961.90 INV = 952.90 W INV = 952.90 E TRENCH DRAIN NEENAH R-4999-CX BOLTED RIM (N) = 955.07 INV (N) = 954.40 OUT (N) = 953.18 (COORDINATE WITH STRUCTURAL & ARCHITECTURAL AT WALL PENETRATION 83 LF - 12" HDPE @ 2.0% 29 LF - 12" HDPE @ 0.5% 17 LF - 12" HDPE @ 1.0% 28 LF - 12" HDPE @ 0.5 136 LF - 12" HDPE @ 0.5% 97 LF - 12" HDPE @ 0.5% 37 LF - 12" HDPE @ 0.5% 72" CMP INFILTRATION SYSTEM (250 LF TOTAL) INV = 951.59 OUTLET = 954.25 7 LF - 12" HDPE @ 1.0% 18 LF - 12" HDPE @ 2.2% ROOF DRAIN INV = 954.65 (VERIFY LOCATION, INVERT, & SIZE WITH MECHANICAL) CB 3 12" NYLOPLAST RIM = 958.61 INV = 955.52 N INV = 955.52 S CBMH 4 RIM = 958.59 INV = 955.05 W INV = S 34 LF - 12" HDPE @ 1.4% 34 LF - 12" HDPE @ 2.0% 9 LF - 8" PVC @ 1.0% CBMH 11 RIM = 963.41 INV = 953.09 W INV = 953.09 S INLET INV = 952.71 INLET INV = 954.25 INLET INV = 956.56 INLET INV = 951.59 OUTLET INV = 954.25 36" CMP RISER RIM = 962.01 INV = 951.59 36" CMP RISER RIM = 962.32 INV = 951.59 6" DIP FIRE PROTECTION STUB (VERIFY LOCATION & SIZE WITH MECHANICAL) 66 LF - 6" DIP DOMESTIC WATER SERVICE 4" GATE VALVE 6" GATE VALVE NEW PIV LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 4 - 1 U T I L I T Y P L A N Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 UTILITY PLAN C4-1 UTILITY NOTES 1. ALL SANITARY SEWER, STORM SEWER AND WATERMAIN UTILITIES SHALL BE FURNISHED AND INSTALLED PER THE REQUIREMENTS OF THE SPECIFICATIONS,THE MINNESOTA PLUMBING CODE, THE LOCAL GOVERNING UNIT , AND THE STANDARD UTILITIES SPECIFICATION OF THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), 2013 EDITION. 2.ALL UTILITY PIPE BEDDING SHALL BE COMPACTED SAND OR FINE GRANULAR MATERIAL. ALL COMPACTION SHALL BE PERFORMED PER THE REQUIREMENTS OF THE CEAM SPECIFICATION AND THE GEOTECHNICAL REPORT. 3.ALL CONNECTIONS TO EXISTING UTILITIES SHALL BE PERFORMED PER THE REQUIREMENTS OF THE STATE AND LOCAL JURISDICTIONS. THE CITY DEPARTMENT OF ENGINEERING AND BUILDING INSPECTIONS DEPARTMENT AND THE CONSTRUCTION ENGINEER MUST BE NOTIFIED AT LEAST 48 HOURS PRIOR TO ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, OR WORK IMPACTING PUBLIC UTILITIES. 4.ALL STORM SEWER , SANITARY SEWER AND WATER SERVICES SHALL TERMINATE 5' FROM THE BUILDING FACE UNLESS OTHERWISE NOTED. 5.A MINIMUM OF 18 INCHES OF VERTICAL SEPARATION AND 10 FEET OF HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATERMAIN AND ALL UTILITIES UNLESS OTHERWISE NOTED. 6.ALL NEW WATERMAIN AND SERVICES MUST HAVE A MINIMUM OF 8.0 FEET OF COVER. EXTRA DEPTH MAY BE REQUIRED TO MAINTAIN A MINIMUM 18" VERTICAL SEPARATION TO SANITARY OR STORM SEWER LINES. THE CONTRACTOR SHALL FIELD ADJUST WATERMAIN TO AVOID CONFLICTS WITH SANITARY SEWER, STORM SEWER, AND SERVICES AS REQUIRED. INSULATION OF WATER AND SANITARY SEWER LINES SHALL BE PROVIDED WHERE 8.0 FEET MINIMUM DEPTH CAN NOT BE ATTAINED. 7.ALL FIRE HYDRANTS SHALL BE LOCATED 5 FEET BEHIND BACK OF CURB OR EDGE OF PAVEMENT UNLESS OTHERWISE NOTED. 8.PROPOSED PIPE MATERIALS: WATERMAIN DIP CL 52 4" TO 6" DIAMETER SANITARY SEWER PVC SDR 26 8" DIAMETER STORM SEWER HDPE 12" DIAMETER DRAINTILE PVC 6" DIAMETER 9.ALL SANITARY SEWER WYES, TEES AND SERVICES SHALL BE PVC SCH. 40. 10.CONTRACTOR TO SUBMIT SHOP DRAWINGS OF UNDERGROUND INFILTRATION SYSTEM FOR ENGINEER'S REVIEW. 11.ALL PORTIONS OF THE STORM SEWER SYSTEM, INCLUDING CATCH BASINS, LOCATED WITHIN 10 FEET OF THE BUILDING OR WATER SERVICE LINE MUST BE TESTED ACCORDANCE WITH MINNESOTA RULES, PART 4715.2820 12.ALL JOINTS AND CONNECTIONS IN THE STORM SEWER SYSTEM SHALL BE GASTIGHT OR WATERTIGHT (SEE MINNESOTA RULES, PART 4715.0700). APPROVED RESILIENT RUBBER JOINTS MUST BE USED TO MAKE WATERTIGHT CONNECTIONS TO MANHOLES, CATCHBASINS, AND OTHER STRUCTURES. 13.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINS MUST COMPLY WITH MINNESOTA RULES, PART 4715.0540: a.PIPES 4-INCH TO 10-INCH IN SIZE MUST COMPLY WITH AASHTO M252. b.PIPES 12-INCH TO 60-INCH IN SIZE MUST COMPLY WITH ASTM F2306. c.ALL FITTINGS MUST COMPLY WITH ASTM D3212. d.WATER-TIGHT JOINTS MUST BE USED AT ALL CONNECTIONS INCLUDING STRUCTURES. 14. AS-BUILTS OF THE SANITARY, WATERMAIN AND STORM SEWER MAY BE REQUIRED BY THE CITY UPON COMPLETION. N 73 23 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call NOTE: BACKGROUND INFORMATION IS FROM A SURVEY BY JACOBSON ENGINEERS & SURVEYORS. LOUCKS MAKES NO GUARANTEE TO THE ACCURACY OR COMPLETENESS OF THE EXISTING CONDITIONS INFORMATION SHOWN ON THESE PLANS. REFER TO AS-BUILT SURVEY DATED DECEMBER 7, 2015. LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 8 - 1 C I V I L D E T A I L S Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 4 9 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 CIVIL DETAILS C8-1 STANDARD GUTTER 8"A 6" 13.5" 12" RAD. 24"B624 B618 18" B612 12" CURB TYPE "A" MIN. OF 4" AGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 3/8 " LIP 3" RAD. 1 3 3" RAD. AGG. BASE VARIES PAVEMENT SECTION VARIES SEE PAVEMENT SECTION DETAIL SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D B6 STYLE CONCRETE CURB AND GUTTER MINIMUM 1' BEHIND BACK OF CURB 7" SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2009LOUCKS SLOPE GUTTER TO MATCH PARKING LOT DRAINAGE (3/4" PER FT. TYP.) TIP GUTTER OUT AS REQ'D PAVEMENT SECTION VARIES MIN. OF 4" 3/8 " LIP MINIMUM 1' BEHIND BACK OF CURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) 7" 12"8" AGG. BASE VARIES 1/2" RAD. 20" FLAT CURB AND GUTTER (12") SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. DRAWN 2/2016 LOUCKS PLATE NO. 2012LOUCKS 1.75" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 1.75" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 8" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE LIGHT DUTY BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES, DATED AUGUST 10, 2017 DRAWN 12/2016 LOUCKS PLATE NO. 2031LOUCKS 2" BIT. WEAR COURSE, MN/DOT 2360 SPWEA240B TACK COAT, MN/DOT 2357 2" BIT. NON-WEAR COURSE, MN/DOT 2360 SPNWB230B 9" AGG. BASE, CLASS 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE HEAVY DUTY BITUMINOUS PAVEMENT SECTION PAVEMENT SECTION BASED ON GEOTECHNICAL REPORT BY HAUGO GEOTECHNICAL SERVICES, DATED AUGUST 10, 2017 DRAWN 12/2016 LOUCKS PLATE NO. 2032LOUCKS 8" COMPACTED AGGREGATE BASE CL. 5 OR 2 MN/DOT 3138 APPROVED SUBGRADE FINISHED GRADE 6" CONCRETE MN/DOT 2301 CONCRETE PAVEMENT SECTION NOTES: 1.CONCRETE 6" THICK OR LESS SHALL BE REINFORCED WITH WELDED WIRE FABRIC OR REINFORCING BARS. CONCRETE 7" THICK OR GREATER SHALL BE REINFORCED PER GEOTECHNICAL RECOMMENDATIONS. 2.SAWED OR FORMED CONTROL JOINTS SHOULD BE INCLUDED FOR EACH 225 SQUARE FEET OF AREA OR LESS (15 FEET BY 15 FEET). 3.SAW CUTS SHOULD NOT CUT THROUGH THE WELDED WIRE FABRIC OR REINFORCING STEEL AND DOWELS SHOULD BE UTILIZED AT FORMED AND/OR COLD JOINTS. DRAWN 12/2016 LOUCKS PLATE NO. 2033LOUCKS CONCRETE SIDEWALK SECTION 4" CONCRETE WALK MN/DOT 2521 4" GRANULAR MATERIAL MN/DOT 3149 DRAWN 12/2016 LOUCKS PLATE NO. 2034LOUCKS TYPICAL ADA PARKING SIGN "PARKING BY DISABLED PERMIT ONLY" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) "VAN ACCESSIBLE" SIGN GRADE NOTES: 1.PROVIDE (1) SIGN PER STALL 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP PARKING SIGN NOT TO SCALE 60 " - 6 6 " "NO PARKING" ATTACH SIGN TO POST WITH APPROPRIATE STAINLESS STEEL BOLTS, WASHERS & NUTS. (TYP. AT TOP & BOTTOM OF SIGN) GRADE NOTES: 1.PROVIDE (1) SIGN PER ACCESS AISLE 2.HC SIGNAGE PER MINNESOTA RULES 1341.0502 3.SEE DETAIL 2042 FOR SIGN INSTALLATION. HANDICAP ACCESS AISLE NO PARKING SIGN NOT TO SCALE 60 " - 6 6 " DRAWN 12/2016 LOUCKS PLATE NO. LOUCKS VANACCESSIBLE PARKING VEHICLE IDREQUIRED UP TO $200 FINEFOR VIOLATION TYPICAL ADA PARKING STALL STRIPING DRAWN 03/2017 LOUCKS PLATE NO. 2037LOUCKS LCC 4" WIDE PAINTED LINES, TRAFFIC WHITE 4" WIDE PAINTED LINES, 18" O.C., @ 45 DEG. TRAFFIC WHITE (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 1341.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN REFER TO SITE PLAN FOR ADA PARKING SIGN LOCATION REFER TO SITE PLAN FOR ACCESS AISLE SIGN LOCATION (AISLE TO CONTAIN THE DESIGNATION "NO PARKING" COMPLYING WITH MSBC 134.0502 IF ACCESS AISLE SIGNS ARE NOT SHOWN) REFER TO SITE PLAN FOR STALL DIMENSIONS 40 " PROVIDE PAINTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH DESIGNATED HANDICAP PARKING STALL. CENTER SYMBOL IN STALL. HC SIGNAGE PER MINNESOTA RULES 1341.0502 ALL LINES 4" WIDE 8" DIAMETER NOT TO SCALE 67.5° 5° 36" R28"R68" R12" 12" 28" 3/ 4 " 7" 10 . 5 " SURMOUNTABLE CURB & GUTTER SPECIFICATION NOTES: 1.UPON COMPLETION, CURBING SHOULD BE SPRAYED WITH A MEMBRANE CURING COMPOUND PER MNDOT 3754. 2.EXPANSION JOINTS AT MAX. SPACING OF 200'. 3.CONSTRUCT IN ACCORDANCE WITH MNDOT 2531. PAVEMENT SECTION VARIES MIN. OF 4"MINIMUM 1' BEHIND BACK OF CURBAGG. BASE UNDER CURB (IF TOTAL THICKNESS OF SECTION ALLOWS) AGG. BASE VARIES 6. 5 " DRAWN 2/2016 LOUCKS PLATE NO. 2014LOUCKS TOOLED RADIUS EDGE PAVEMENT ELEVATION VARIES CONC. SIDEWALK SLAB BASE MATERIAL 6"6" 6" MIN. 4" 4" PAVEMENT SECTION INTEGRAL CURB AND WALK 6" 6" DRAWN 2/2016 LOUCKS PLATE NO. 2017LOUCKS LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ C I V I L \ _ d w g S h e e t F i l e s \ C 8 - 2 C I V I L D E T A I L S Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 5 0 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Project Lead Drawn By Checked By Loucks Project No. Trevor D. Gruys- PE 53706 17106 TDG ZBM TDG 03/06/18 03/07/18 CIVIL DETAILS C8-2 DRAWN 1/2014 LOUCKS PLATE NO. 2010STANDARD FRENCH DRAIN ROCK MULCH ROCK MULCH (SLOPED TO DRAIN) ROCK MULCH (SLOPED TO DRAIN) EARTH 6" PERFORATED DRAIN TILE WRAPPED WITH FILTER SOCK AND SLOPED FOR POSITIVE DRAINAGE GEOTEXTILE FABRIC 951.09 951.59 958.09 957.59 72" PERFORATED CMP PIPE 72" PERFORATED CMP PIPE 12" 6" 6" FREE DRAINING ANGULAR WASHED STONE NON LIMESTONE/CARBONATE MATERIAL 3/8" MIN. PARTICLE SIZE. THE MAXIMUM LOS ANGELES RATTLER LOSS SHOULD BE 35% PER AASHTO T-96 AND NO GREATER LOSS THAN 10% PER AASHTO T-104 MAGNESIUM SULFATE SOUNDNESS TEST ON THE NON-IGNEOUS PORTIONS AND AS MODIFIED BY THE MNDOT LABORATORY MANUAL (MNDOT 2005) COMPACT TO MIN. 90% STANDARD DENSITY PER AASHTO T-99 PLACED IN LIFTS OF 4-6" INSTALL CMP PIPE PER ASSHTO M-36, AASHTO SECTION 12 OR HDPE PER ASTM D2321 (CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW) UNDERGROUND INFILTRATION SYSTEM SCALE: N/A NON-WOVEN GEOTEXTILE FABRIC WRAPPING SIDES OF TRENCH & PIPE. GRANULAR BEDDING, ROUGHLY SHAPED TO FIT THE BOTTOM OF PIPE, 6" IN DEPTH. 36" 1' - 4 " VA R I A B L E 6" 3" 6" 4.0' OUTLET FLOW 3' M I N . 2" 0"-8" 2" NYLOPLAST SNOUT STRUCTURE OR APPROVED EQUAL. CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" NOTE: 24"x36" SLAB OPENING FOR NEENAH R-3067 CASTING WITH D.L., D.R. OR TYPE V GRATE. 27" ɸ SLAB OPENING FOR NEENAH R-3250 & R-1733 CASTING. SUMP CATCH BASIN / MANHOLE MINIMUM SLAB THICKNESS IS 6" FOR 14' DEPTH. INCREASE THICKNESS 1" FOR 4' OF DEPTH GREATER THAN 14'. PRECAST CONCRETE MANHOLE SECTIONS WITH "O"-RING RUBBER GASKETS. SLAB TOP TO BE SET IN A MORTAR BED. 6" PRECAST REINFORCED CONCRETE SLAB. STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. 6" DRAWN 2/2016 LOUCKS PLATE NO. 4304LOUCKS ADJUST CASTING TO 14" - 12" BELOW FINISHED GRADE, TYPICAL FOR ALL CASTINGS IN PAVEMENT OF F R O A D M A R K E R M H INSTALL WHEN M.H. IS PLACED OUTSIDE OF THE ROADWAY. STANDARD STORM SEWER MANHOLE WITH CONE SECTION FLOWAS R E Q U I R E D 1' - 4 " 2" 0"-8" 2" 27" 48" 4' CONCRETE ADJUSTING RINGS, MIN. 4" - MAX. 10" MANHOLE CASTING FRAME AND COVER-NEENAH R-1733 OR APPROVED EQUAL. INCLUDES SOLID LID & "STORM SEWER" LETTERING. RUBBER GASKETS BETWEEN EACH JOINT IN MANHOLE SECTIONS. 1.WHERE WATER MAY STAND, TOP OF MH SHALL BE 2 FEET ABOVE GROUND, AND/OR 2 FEET ABOVE THE 100 YEAR STORM WATER LEVEL. 2.ON MANHOLES 8' DEEP AND GREATER A ONE FOOT FOUR INCH (1'-4") PRECAST SECTION SHALL BE PLACED IMMEDIATELY BELOW CONE SECTION. 3.WHEN MANHOLE DEPTH IS LESS THAN 8', A TOP SLAB SHALL BE USED IN PLACE OF THE CONE. TOP SLAB SHALL BE SUITABLE FOR AASHTO HS20 HIGHWAY LOADINGS. THE SLAB SHALL BE SET ON A MORTAR BED. 4.ALL JOINTS BETWEEN SECTIONS SHALL HAVE RUBBER O-RING GASKETS. 5.MINIMUM BASE SLAB THICKNESS, 6" TO 14' DEPTH. INCREASE THICKNESS 1" FOR EACH 4' OF DEPTH GREATER THAN 14'. NOTES: STEPS 16" O.C. ON DOWNSTREAM SIDE. EXTRUDED ALUMINUM OR STEEL REINFORCED COPOLYMER PLASTIC. DRAWN 2/2016 LOUCKS PLATE NO. 4300LOUCKS NOTE: CONTRACTOR TO PROVIDE RETAINING WALL DESIGN/SHOP DRAWINGS SIGNED BY A PROFESSIONAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR THE STEEL PIPE AND STEEL BRAIDED CABLE WITH ANCHOR SYSTEM EMBEDDED INTO THE 'SLEEVE IT' FOOTING ANCHOR FOR APPROVAL PRIOR TO CONSTRUCTION. RETAINING WALL INFORMATION: CMU MANUFACTURER: TECHO-BLOC (OR APPROVED EQUAL) TYPE: SKYSCRAPER COLOR: SHALEGREY PROVIDE CAP TO MATCH DRAWN 2/2016 LOUCKS PLATE NO. 2047RETAINING WALLLOUCKS "SLEEVE IT" ANCHOR SYSTEM SEE DETAIL GEOGRID AS REQUIRED UNDISTURBED SOIL OR COMPACTED FILL CRUSHED OR COMPACTED ROCK (NO CARBONATES) 4" PERFORATED PIPE (NO SOCK) 6" CLASS 5, COMPACTED TO 95% STANDARD PROCTOR RETAINING WALL MODULAR BLOCK UNIT RETAINING WALL CAP UNIT 14 LARPENTEUR AVENUE WEST C. S. A. H. NO. 30 PROPOSED BUILDING FFE=964.00 GFE=953.00 24.0' 11.9' 14.2' 6 . 1 ' 6 . 2 ' 5 . 7 ' 2 0 . 0 ' 6 . 0 ' LANDSCAPE EDGING TYP LIMITS OF IRRIGATION. TYP PATIO 44 SG 5 RB 99 BE SM 1 SOD SM 1 SEED 22 GF 27 GF 44 ALC 50 FG2 SKH 13 GC 3 JT 4 GF 2 ABS 4 GF 12 TY 2 ABS 10 TY 39 ALC 6 GF 2 ABS 12 TY 8 GF 12 TY 2 ABS 27 SH SM 2 1 SGM RAISED PLANTER. TYP LANDSCAPE EDGING TYP LIMITS OF IRRIGATION. TYP DECIDUOUS TREES QTY COMMON NAME BOTANICAL NAME CONT SIZE SIZE RB 5 RIVER BIRCH CLUMP Betula nigra B & B 8` HGT SGM 3 SIENNA GLEN MAPLE Acer freemanii `Sienna Glen`B & B 2.5"Cal SKH 2 SKYLINE HONEYLOCUST Gleditsia triacanthos `Skycole`B & B 2.5"Cal SHRUBS QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING ALC 83 ALPINE CURRANT Ribes alpinum 5 gal 24" HGT 48" o.c. GC 13 GLOSSY BLACK CHOKEBERRY Aronia melanocarpa elata 5 gal 24" HGT 48" o.c. GF 71 GRO-LOW FRAGRANT SUMAC Rhus aromatica `Gro-Low`5 gal 24" SPRD 48" o.c. GRASSES QTY COMMON NAME BOTANICAL NAME MIN CONT MIN SIZE SPACING FG 50 FEATHER REED GRASS Calamagrostis x acutiflora `Karl Foerster`1 gal 24" o.c. SH 27 PRAIRIE DROPSEED Sporobolus heterolepis 1 gal 24" o.c. GROUND COVERS CODE COMMON NAME BOTANICAL NAME SM 1 STONE MULCH GRAY TRAP ROCK 1 1/2" 3" DEPTH OVER FABRIC SM 2 STONE RIP RAP GREY TRAP ROCK RIP RAP SIZE - 5"-12" OVER FABRIC SEED TURF SEED SOD TURF SOD PLANT SCHEDULE N LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 1 - 1 L A N D S C A P E P L A N Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 5 0 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Nathan W. Ekhoff - LA 52050 Project Lead Drawn By Checked By Loucks Project No.17106 TDG NWE NWE 03/06/18 03/07/18 LANDSCAPE PLAN L1-1 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND / OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. Gopher State One Call GENERAL NOTES CONTRACTOR SHALL VISIT SITE PRIOR TO SUBMITTING BID. HE SHALL INSPECT SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. VERIFY LAYOUT AND ANY DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT ANY DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. ASSURE COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK OR MATERIALS SUPPLIED. CONTRACTOR SHALL PROTECT ALL EXISTING ROADS, CURBS/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING PLANTING OPERATIONS. ANY DAMAGE TO SAME SHALL BE REPAIRED AT NO COST TO THE OWNER. CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF ALL UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINIMUM 10' - 0" CLEARANCE). ALL UNDERGROUND UTILITIES SHALL BE LAID SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER EXISTING ELEMENTS BASED UPON INFORMATION SUPPLIED TO LANDSCAPE ARCHITECT BY OTHERS. CONTRACTOR SHALL VERIFY ANY AND ALL DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. THE ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. ANY CHANGE IN ALIGNMENT MUST BE APPROVED BY LANDSCAPE ARCHITECT. LOUCKS W: \ 2 0 1 7 \ 1 7 1 0 6 \ C A D D D A T A \ L A N D S C A P E \ _ d w g S h e e t F i l e s \ L 2 - 1 L A N D S C A P E D E T A I L S Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 5 0 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be used on other projects, for additions to this project, or for completion of this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentional revisions, additions, or deletions to these CADD files shall be made at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION THE HENDRICKSON 1750 LARPENTEUR AVENUE WEST FALCON HEIGHTS, MN 55113 1750 LARPENTEUR, LLC 55 EAST 5TH STREET, SUITE 200 ST. PAUL, MN 55101 CITY SUBMITTAL 03/07/18 C1-1 EXISTING CONDITIONS C1-2 DEMOLITION PLAN C2-1 SITE PLAN C3-1 GRADING PLAN C3-2 SWPPP C3-3 SWPPP NOTES C4-1 UTILITY PLAN C8-1 CIVIL DETAILS C8-2 CIVIL DETAILS L1-1 LANDSCAPE PLAN L2-1 LANDSCAPE DETAILS Review Date SHEET INDEX License No. Date I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Landscape Architect under the laws of the State of Minnesota. Nathan W. Ekhoff - LA 52050 Project Lead Drawn By Checked By Loucks Project No.17106 TDG NWE NWE 03/06/18 03/07/18 SCALE: 3/4" = 1'-0" PERENNIAL PLANTING Perennial.Dwg LOOSEN ROOTS OF PLANT MATERIAL PRIOR MULCH - SEE SPECS.3" DEPTH EDGER - SEE SPECS. 12" DEPTH (MIN). LOAMPLANTING SOIL - SEE SPECS. VARIES SEE PLAN TO PLANTING EDGE VARIES - SEE PLAN 4 270LD SHRUBS TO BE PLACED SO THAT MULCH - 3" DEEP - SEE SPEC LANDSCAPE FABRIC - SEE SPEC. PLANTING SOIL - SEE SPEC. SCARIFY BOTTOM AND SIDES OFHOLE PRIOR TO PLANTING LOOSEN ROOTS OF ALLCONTAINERIZED PLANTS. EDGE VARIES - REFER TO PLAN REFER TO PLAN 18" MIN. SCALE: 3/4" = 1'-0" SHRUB PLANTING DETAIL EDGING MATERIAL - SEE SPEC. BUILDING WALL (TYP) TOP OF CONTAINER SITS FLUSHWITH PROPOSED GRADE. 3 270LD Coniferous Tree.DWG EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) MULCH - 4" DEEP - PER SPECS. MULCH MUST ROOT BALL SET ON MOUNDED SUBGRADE SAFETY FLAGGING - ONE PER WIRE POLYETHYLENE STRAP 16"x2" POLYPROPYLENE OR HOLE PRIOR TO PLANTINGSCARIFY BOTTOM AND SIDES OF PERIOD. STAKING IS SUGGESTED, BUT POSITION THROUGH THE WARRANTYMAINTAINING ALL TREES IN A PLUMBTHE CONTRACTOR IS RESPONSIBLE FOR CONIFEROUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" PLANTING. NOTIFY LANDSCAPE ARCHITECTTESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR NOT REQUIRED. ANY STAKING MUST IN A.N.A. GUIDELINES FOR STANDARDCONFORM WITH PRACTICES AS DEFINED PRACTICES IMMEDIATELY IF POOR DRAINAGE EXISTS. REMOVE ALL FLAGGING AND LABELING IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILLWATER TREE THOROUGHLY DURING FROM TREE. AFTER PLANTING IS COMPLETE.PRUNE ANY DAMAGED BRANCHES WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. NOT BE IN CONTACT WITH TRUNK. 2 x ROOT BALL WIDTH 2 270LD EDGE VARIES - SEE PLAN WOOD STAKE (OPTIONAL) SET PLANT ON UNDISTURBED NATIVE SOIL SAFETY FLAGGING - ONE PER WIRE TREE WRAP TO FIRST BRANCH POLYETHYLENE STRAP 16"x2" POLYPROPYLENE OR HOLE PRIOR TO PLANTING SCARIFY BOTTOM AND SIDES OF PERIOD. STAKING IS SUGGESTED, BUT POSITION THROUGH THE WARRANTY MAINTAINING ALL TREES IN A PLUMB THE CONTRACTOR IS RESPONSIBLE FOR DECIDUOUS TREE PLANTING DETAIL SCALE: 1/2" = 1'-0" PLANTING. NOTIFY LANDSCAPE ARCHITECT TESTING PERCOLATION RATES PRIOR TO CONTRACTOR IS RESPONSIBLE FOR NOT REQUIRED. ANY STAKING MUST IN A.N.A. GUIDELINES FOR STANDARD CONFORM WITH PRACTICES AS DEFINED PRACTICES Deciduous Tree.DWG IMMEDIATELY IF POOR DRAINAGE EXISTS. REMOVE ALL FLAGGING AND LABELING IN 8-12" LIFTS AND SATURATE SOIL WITH PLANTING OPERATIONS. PLACE BACKFILL WATER TREE THOROUGHLY DURING FROM TREE. BRANCHES AFTER PLANTING IS COMPLETE. PRUNE DAMAGED AND CROSSING WATER. DO NOT COMPACT MORE THAN NECESSARY TO MAINTAIN PLUMB. 2 x ROOT BALL WIDTH MULCH - 4" DEEP. NO MULCH IN CUT BACK WIRE BASKET CONTACT WITH TRUNK - SEE SPECS. ROOT FLARE EVEN WITH OR JUST ABOVE GRADE. 1 270LD LANDSCAPE INSTALLATION: COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. NO PLANTING WILL BE INSTALLED UNTIL COMPLETE GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. WHERE SOD/SEED ABUTS PAVED SURFACES, FINISHED GRADE OF SOD/SEED SHALL BE HELD 1" BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. SEED ALL AREAS DISTURBED DUE TO GRADING OTHER THAN THOSE AREAS NOTED TO RECEIVE SOD. SEED SHALL BE INSTALLED AND MULCHED AS PER MNDOT SPECS. SOD ALL DESIGNATED AREAS DISTURBED DUE TO GRADING. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SWALES, THE SOD SHALL BE STAKED TO THE GROUND. ALL PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. UNLESS NOTED OTHERWISE, DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED SHRUB HEIGHT. ORNAMENTAL TREES SHALL HAVE NO V CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN 3' ABOVE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE FINISHED GRADE. ANY CONIFEROUS TREE PREVIOUSLY PRUNED FOR CHRISTMAS TREE SALES SHALL NOT BE USED. ALL CONIFEROUS TREES SHALL BE FULL FORM, NATURAL TO THE SPECIES, WITHOUT PRUNING. PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS TAKE PRECEDENCE OVER NOTES. ALL PROPOSED PLANTS SHALL BE LOCATED AND STAKED AS SHOWN ON PLAN. LANDSCAPE ARCHITECT MUST APPROVE ALL STAKING OF PLANT MATERIAL PRIOR TO ANY AND ALL DIGGING. NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF A BID AND/OR QUOTATION. ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. SHOULD AN ADJUSTMENT BE ADVISED, THE LANDSCAPE ARCHITECT MUST BE NOTIFIED. ALL PLANT MATERIALS SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 0-20-20 OF 12 OZ PER 2.5" CALIPER PER TREE AND 6 OZ PER SHRUB WITH AN ADDITIONAL APPLICATION OF 10-10-10 THE FOLLOWING SPRING IN THE TREE SAUCER. ALL PLANTING AREAS RECEIVING GROUND COVER, PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS PEAT OR MANURE AND 10 PARTS SAND. ALL AREAS RECEIVING SEED OR SOD MUST RECEIVE A MINIMUM OF 12" DEPTH OF TOPSOIL. TOPSOIL TO BE INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE GRADING. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18". AVOID DISTURBING UTILITIES, TREE ROOTS AND OTHER EXISTING VEGETATION. ALL PLANTS TO BE INSTALLED AS PER PLANTING DETAILS. WRAPPING MATERIAL SHALL BE CORRUGATED PVC PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP ALL DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO 12-1 AND REMOVE ALL WRAPPING AFTER 5-1. BLACK METAL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS, AND ANNUALS WHERE BED MEETS SOD/SEED UNLESS NOTED OTHERWISE. ALL SHRUB BED MASSINGS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH AND FIBER MAT WEED BARRIER. ALL TREES NOT IN PLANTING BEDS TO RECEIVE A 4' DIA. TREE RING WITH 4" DEEP SHREDDED HARDWOOD MULCH. NO MULCH IN DIRECT CONTACT WITH TREE TRUNK. WOOD MULCH TO BE SYLVA ACORN COLORED DOUBLE SHREDDED HARDWOOD MULCH. ALL ANNUAL AND PERENNIAL PLANTING BEDS TO RECEIVE 3" DEEP SHREDDED HARDWOOD MULCH WITH NO WEED BARRIER. SPREAD GRANULAR PRE EMERGENT HERBICIDE (PREEN OR EQUAL) PER MANUFACTURES RECOMMENDATIONS UNDER ALL MULCHED AREAS. MAINTENANCE STRIPS TO HAVE EDGER AND MULCH AS SPECIFIED/INDICATED ON DRAWING OR IN SPECIFICATION. IF THE LANDSCAPE CONTRACTOR IS CONCERNED OR PERCEIVES ANY DEFICIENCIES IN THE PLANT SELECTIONS, SOIL CONDITIONS OR ANY OTHER SITE CONDITION WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR GUARANTEE, HE MUST BRING THESE DEFICIENCIES TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO PROCUREMENT AND/OR INSTALLATION. CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF ALL LANDSCAPE AND SITE IMPROVEMENTS. CONTRACTOR IS RESPONSIBLE FOR ON-GOING MAINTENANCE OF ALL NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ANY ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR SHALL PROVIDE THE OWNER WITH A MAINTENANCE PROGRAM INCLUDING, BUT NOT NECESSARILY LIMITED TO, PRUNING, FERTILIZATION AND DISEASE/PEST CONTROL. CONTRACTOR SHALL GUARANTEE NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF OWNER ACCEPTANCE. WARRANTY (ONE FULL GROWING SEASON) FOR LANDSCAPE MATERIALS SHALL BEGIN ON THE DATE OF ACCEPTANCE BY THE LANDSCAPE ARCHITECT AFTER THE COMPLETION OF PLANTING OF ALL LANDSCAPE MATERIALS. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. REPRODUCIBLE AS-BUILT DRAWING(S) OF ALL LANDSCAPE INSTALLATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. UNLESS NOTED OTHERWISE THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. FALL SODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 - NOVEMBER 1. FALL SEEDING FROM AUGUST 15 - SEPTEMBER 15; DORMANT SEEDING IN THE FALL SHALL NOT OCCUR PRIOR TO NOVEMBER 1. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CONIFEROUS PLANTING MAY OCCUR FROM AUGUST 15 - OCTOBER 1 AND FALL DECIDUOUS PLANTING FROM THE FIRST FROST UNTIL NOVEMBER 15. PLANTING OUTSIDE THESE DATES IS NOT RECOMMENDED. ANY ADJUSTMENT MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. PROTECT ALL EXISTING OAKS ON SITE SCHEDULED TO REMAIN. IF EXISTING OAKS ARE DAMAGED IN ANY MANNER, ABOVE OR BELOW GROUND IN THE ROOT SYSTEM, AN ASPHALTIC TREE PRUNING PAINT SHOULD BE APPLIED IMMEDIATELY AFTER WOUNDING. OAKS ARE NOT TO BE PRUNED, REMOVED OR TRANSPLANTED BETWEEN APRIL 15 AND JULY 1. NOTIFY LANDSCAPE ARCHITECT IF THESE DATES ARE UNAVOIDABLE. LANDSCAPE CONTRACTOR SHALL ESTABLISH TO HIS SATISFACTION THAT SOIL AND COMPACTION CONDITIONS ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AT AND AROUND THE BUILDING SITE. MAINTENANCE STRIP AT BUILDING EDGE AND BACK OF CURB SCALE: 1 1/2" = 1'-0" GEOTEXTILE WOVEN BUILDING WALL SOD LANDSCAPE EDGER (TYP)SEE SPECS LANDSCAPE FABRIC ROCK MULCH - REFER TOLANDSCAPE PLAN FORMORE INFO. OR BACK OF CURB 7 270LD IRRIGATION NOTES: VERIFY PROPOSED IRRIGATION SYSTEM LAYOUT AND CONFIRM COMPLETE LIMITS OF IRRIGATION PRIOR TO SUPPLYING SHOP DRAWINGS. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATION AS A PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION. THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE OWNER WITH A WATERING/LAWN IRRIGATION SCHEDULE APPROPRIATE TO THE PROJECT SITE CONDITIONS AND TO PLANT MATERIAL GROWTH REQUIREMENTS. CONTRACTOR IS NOT TO SPRINKLE ACROSS PAVEMENT. CONTRACTOR TO INCORPORATE RAIN SENSOR INTO IRRIGATION SYSTEM. PLANTINGS OUTSIDE THE LIMITS OF IRRIGATION ARE TO BE WATERED REGULARLY UNTIL PLANTING/SOD/SEED HAS BEEN ESTABLISHED. LANDSCAPE DETAILS L2-1 UP UPUP UP UP AA BB CC DD 7 8 9 H H G G F F 3 21 E 65.13.8 7.4 7.5 B1 B1 B2 B2 E.2E.2 F.5F.5 II -A.1-A.1 -A.2-A.2 3 T3 4 2 ' - 3 1 /8 " 5.24.1 RAMP UP 30' - 0"17' - 6"28' - 1 3/4"7' - 10 1/4"26' - 8 1/4"3' - 3 3/4"12' - 6"17' - 6"12' - 1 1/2"5' - 9"12' - 1 1/2"17' - 6" 2 5 ' - 9 1 /8 " 1 6 ' - 6 " 1 7 ' - 2 " 1 1 ' - 4 " 1 8 ' - 6 " 7 ' - 0 " 9 ' - 6 " 1 7 ' - 6 " 1 2 ' - 1 1 /2 " 5 ' - 9 " 1 2 ' - 1 1 /2 " 1 7 ' - 6 " 8 ' - 6 1 /4 " 3 2 ' - 0 " STAIR A B100 MAINT B101 ELEV. LOBBY B102 MACH RM B103 REFUSE 00Y C C C C C C C C C C C C C C C C C C C C C PARKING SCHEDULE -67 SPACES TOTAL COMPACT 8'-0" x 18'-0"24 SPACES FULL SIZE 9' X 18'40 SPACES ACCESSIBLE 8'x 18' + 8' ASILE 2 SPACES VAN 8' x 18' + 8' ASILE 1 SPACE 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 8' - 0"8' - 0"9' - 0" 8' - 0"8' - 0"9' - 0" 9' - 0"9' - 0"9' - 0" 9 ' - 0 " 9 ' - 0 " 9 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 9' - 0"9' - 0" 9 ' - 0 " 9 ' - 0 " 9 ' - 0 " 9 ' - 0 " 9 ' - 0 " 9 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 9' - 0"9' - 0" 668' - 0 " 8 ' - 0 " 8 ' - 0 " 8 ' - 0 " 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0"8' - 0" 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"8' - 0"8' - 0"8' - 0" 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 67 65 64 63 62 61 60 59 58 57 56 55 RAMP DOWN 5' - 0" 6 3 ' - 6 " S L O P E SLOPE SLOPE S L O P E AA BB CC DD 7 7 8 8 9 9 H H G G F F 5 5 4 4 3 3 2 2 1 1 E E 6 6 5.13.8 7.4 7.4 7.5 7.5 B1 B1 B2 B2 E.2E.2 F.5F.5 II -A.1-A.1 -A.2-A.2 3 T3 5.24.1 UNIT B2 - 2 BED 101 UNIT A1 - 1 BED 103 UNIT G1 - GUEST SUITE 105 UNIT S2 - STUDIO 106 UNIT B2 - 2 BED 102 UNIT B4 - 2 BED 107 UNIT B1.2 - 2 BED 108 UNIT A1.1 - 1 BED 109 UNIT A1 - 1 BED 111 UNIT B1 - 2 BED 115 UNIT B1 - 2 BED 114 UNIT A1.1 - 1 BED 112 UNIT B3 - 2 BED 110 UNIT B1.1 - 2 BED 104 12' - 1 1/2"5' - 9"12' - 1 1/2"17' - 6" 30' - 0"17' - 6"35' - 0"26' - 1 1/2"17' - 4 1/2"17' - 6" 2 5 ' - 9 1 /8 " 1 6 ' - 6 " 1 7 ' - 2 " 1 1 ' - 4 " 1 8 ' - 6 " 7 ' - 0 " 9 ' - 6 " 1 7 ' - 6 " 1 2 ' - 1 1 /2 " 5 ' - 9 " 1 2 ' - 1 1 /2 " 1 7 ' - 6 " 8 ' - 6 1 /4 " 3 2 ' - 0 " ? ? STAIR B 100B B B B B B B A A A D D D D B B BB A A E E F F F F F F F F B B B B B B B B B B B B B B B B B A A A A A A B B A A E E B B B B AABBAAAAAA CC A)DO NOT SCALE DRAWINGS. B)NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPENCIES. C)IN THE CASE OF AMBIGUITIES, DISCREPANCIES, OR IRREGULARITIES IN THE DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR CLARIFICATION FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. D)IN ALL CONSTRUCTION TYPES, ALL WOOD USED IN THE FOLLOWING LOCATIONS IS TO BE PRESERVATIVE-TREATED: 1.WOOD IN CONTACT WITH THE GROUND OR WATER. 2.WOOD IN EXTERIOR FOUNDATION WALLS. 3.WOOD IN CONTACT WITH CONCRETE SLABS-ON-GRADE, OR IN CONTACT WITH THE CONCRETE OR MASONRY FOUNDATION WALLS. 4.WOOD WITHIN A CRAWL SPACE OVER EXPOSED EARTH. 5.AT OTHER LOCATIONS NOTED ON THE CONSTRUCTION DOCUMENTS. GENERAL NOTES E)DRYWALL CONTRACTOR REFER TO STRUCTURAL PLANS FOR SHEAR WALL DESIGN REQUIREMENTS AND DRYWALL FASTENING. F)PROVIDE GYPSUM BOARD CONTROL JOINTS ABOVE DOORS AT BOTH JAMBS OF ALL UNIT ENTRY DOORS AND AT CORRIDOR CEILINGS 50'-0" O.C. MIN. G)PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED WALL ASSEMBLIES. H)VERIFY ALL MECHANICAL SHAFT DIMENSIONS WITH MECHANICAL DUCTWORK SPACE REQUIREMENTS. I)G.C TO PROVIDE ALL FURRED CHASES AND SOFFITS REQUIRED TO CONCEAL MECHANICAL DUCTS, PIPING, FIRE SUPPRESION PIPING, AND ELECTRICAL WIRING. VERIFY LOCATION AND SIZE REQUIRED WITH MECHINICAL AND ELECTRICAL CONTRACTORS. J)NO DUCTS OR AIR TRANSFER OPENINGS ARE ALLOWED IN FIREWALLS. K)VERIFY LOCATION OF ELECTRICAL CIRCUIT BREAKER PANELS WITH THE ELECTRICAL CONTRACTOR AND PROVIDE 2x6 STUDS FOR ENTIRE LENGTH OF AFFECTED WALL. L)FIRE PROTECTION CONTRACTOR SHALL INSTALL STANDPIPE WITH OUTLET CONNECTION AT EVERY FLOOR-LEVEL LANDING OF EACH STAIRWAY ABOVE OR BELOW GRADE AND AT EACH SIDE OF THE WALL ADJACENT TO EXIT OPENING OF A HORIZONTAL EXIT AT 2 HR WALL SEPARATIONS. M)FIRE EXTINGUISHER CABINENTS TO BE SEMI-RECESSED EXCEPT IN GARAGE, ELEV EQUIPMENT ROOM, MECHANICAL ROOMS AND KITCHEN. N)PLACE ESCUTCHEON PLATES AT ALL KITCHEN AND BATH PREP SINKS O)SPECIAL ATTENTION AND COORDINATION IS REQUIRED WITH WALL TYPES AND THE STRUCTURAL SHEAR WALL SCHEDULE. EFFORTS HAVE BEEN MADE TO PROPERLY LABEL WALL TYPES BETWEEN THE 1/8 FLOOR PLANS, 1/4" UNIT PLANS AND THE STRUCTURALS. P)CARPENTER TO ADD BLOCKING IN WALLS FOR SHOWER AND TUB DOORS (TYPICAL) Q)PROVIDE BLOCKING FOR ALL FUTURE GRAB BARS AND SHOWER DOORS. T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :2 8 P M A050 REFERENCE GARAGE & 1ST FLOOR PLAN 17.075 J. PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/16" = 1'-0"A050 1 REFERENCE GARAGE FLOOR PLAN 1/16" = 1'-0"A050 2 REFERENCE FIRST FLOOR PLAN A B Revision/Issue Schedule #Description Date OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP UP UP UPUP UPUP A B C D 7 7 8 9 9 H G F 54 3 21 6 6 5.13.8 7.4 7.4 7.5 7.5 B1 B2 E.2 F.5 126' - 0" 8 0 ' - 0 " 1160 SF UNIT B2 - 2 BED 201 UNIT B1.1 - 2 BED 204 STAIR A 200A UNIT A1 - 1 BED 205 STAIR B 200B UNIT S2 - STUDIO 207 1 4 5 ' - 0 " 65' - 0" 6 5 ' - 0 " UNIT B3 - 2 BED 210 5 ' - 0 " 4 ' - 1 1 3 /4 " 34' - 2"34' - 2" 29' - 7 1/2"5' - 9"29' - 7 1/2" 2 9 ' - 7 1 /2 " 5 ' - 9 " 2 9 ' - 7 1 /2 " 19' - 3 3/4" MATCH LINE MATCH LINE I -A.1 -A.2 3 T3 5.24.1 191' - 0" 30' - 0"17' - 6"28' - 1 3/4"6' - 10 1/4"26' - 1 1/2"17' - 4 1/2"17' - 6"17' - 10 1/2"29' - 7 1/2" 1 6 ' - 6 " 1 7 ' - 2 " 1 1 ' - 4 " 1 8 ' - 6 " 1 6 ' - 6 " 1 7 ' - 6 " 1 2 ' - 1 1 /2 " 5 ' - 9 " 1 2 ' - 1 1 /2 " 1 7 ' - 6 " UNIT B2 - 2 BED 202 UNIT B1 - 2 BED 216 UNIT B1 - 2 BED 214 UNIT A1.1 - 1 BED 212 B B B B D D D B B B B A A E E B B B A B B B B B B B B B B B B B B A A A A B B E E B B B B BBAA CBBC AA D A B C D 7 7 8 8 9 9 H G F 5 5 4 4 3 3 2 2 1 1 6 6 5.13.8 7.4 7.4 7.5 7.5 B1 B2 E.2 F.5 UNIT B2 - 2 BED 301 UNIT B2 - 2 BED 302 UNIT B1.1 - 2 BED 304 STAIR A 300A UNIT B2.1 - 2 BED 305 UNIT S2 - STUDIO 309 UNIT B4 - 2 BED 310 I -A.1 -A.2 3 T3 5.24.1 191' - 0" 30' - 0"17' - 6"35' - 0"26' - 1 1/2"17' - 4 1/2"17' - 6"30' - 0"17' - 6" 2 1 1 ' - 3 3 /8 " MATCH LINE MATCH LINE UNIT A1 - 1 BED 303 UNIT B1.1 - 2 BED 306 UNIT S1 - STUDIO 308 UNIT A1 - 1 BED 307 UNIT B3 - 2 BED 312 STAIR B 300B UNIT A1.1 - 1 BED 314 UNIT B1 - 2 BED 316 UNIT B1 - 2 BED 318 UNIT A1.1 - 1 BED 317 UNIT A1.1 - 1 BED 313 UNIT B1.1 - 2 BED 311 BB D D D B B B B A A E E E E E E B B B A B B B B B B B B B B B B B B A A A A B B E E B B B B A CBBC AABB B J. SCHULER N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :3 6 P M A051 REFERENCE 2ND & TYP 3RD - 4TH FLOOR PLAN 17.075 J SCHULER Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/16" = 1'-0"A051 1 REFERENCE SECOND FLOOR PLAN 1/16" = 1'-0"A051 2 REFERENCE-THIRD & FOURTH FLOOR PLANS A B Revision/Issue Schedule #Description Date OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP 6 5 ' - 0 " 1 7 ' - 6 " 3 0 ' - 0 " 1 7 ' - 6 " AA BB CC DD 7 8 8 9 F 54 3 21 19' - 6" DRIVE ASILE 24' - 0" 1 9 ' - 7 1 /8 " 8 ' - 0 " 1 1 5 /8 " REFUSE ELEV. LOBBY STAIR A 2 7 ' - 6 " V E R I F Y 1 0 ' - 0 " VERIFY 3' - 6" 3' - 0" 5' - 4" MIN 3' - 0" E Q E Q E Q E L E C T S W I T C H G E A R MAINT 7 ' - 6 3 /8 " E 6 2 5 ' - 6 " 2 7 ' - 0 " 3 0 ' - 0 " 1 7 ' - 6 " 191' - 0" 7 ' - 9 1 /2 " D R I V E A S I L E 2 4 ' - 0 " 1 9 ' - 6 " 126' - 0" 6 A515 A515 1 7 A515 2 0 ' - 4 1 /2 " 1 0 1 /2 " 2 5 ' - 5 1 /2 " 41' - 2 5/8"11' - 7 3/8" PG05 PG04 PG02 5.1 4' - 8" 5 ' - 4 "PG11 PG12 PG02 3.8 7.4 7.5 B1 B1 B2 B2 MO 6' - 4" E.2E.2 CMU ℄ON COLUMN 2' - 0" M O 3 ' - 4 " 17' - 0 7/8" MATCHLINE MATCHLINE 3 2 ' - 6 " -A.1 3 T3 A517 1 3 A517 4 A517 1 A511 2 A511 4 A511 3 A511 4 A512 20 A513 5 A512 6 A517 1 A501 MACH RM WATER MECH 1' - 3"3' - 4" 1 2 ' - 0 " 111' - 2" 1 8 ' - 0 " 2 7 ' - 0 " 1 8 ' - 0 " 191' - 0" 3' - 8 1/8"34' - 4"3' - 8 1/8" 1 1/2" 29' - 6"17' - 6"35' - 0"26' - 1 1/2"18' - 10 1/2" 17' - 6" 17' - 6" 5.2 30' - 0"30' - 0"30' - 0" 4.1 30' - 0"30' - 0"23' - 6" RAMP DOWN 1 1 ' - 6 " 1 9 ' - 0 " 1 7 ' - 0 " 1' - 0" 4' - 0" L A N D 3 ' - 9 " 2 E Q T R E A D S 1 ' - 1 0 " L A N D 3 ' - 9 " 3 A512 17' - 6" 1 A518 1 ' - 4 " M O 3 ' - 4 " 1 ' - 4 " M O 8 ' - 0 " 3 2 ' - 6 " T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :3 7 P M A100 GARAGE FLOOR PLAN NORTH 17.075 D HANKS Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A100 1 0 PARKING GARAGE PLAN KEYNOTES- PARKING GARAGE Key Value Keynote Text PG01 FLOOR DRAIN PG02 PIPE BOLLARD, CONC. FILLED PG04 ACCESSIBLE PARKING SPACE PG05 ACCESSIBLE VAN PARKING SPACE, HEIGHT CLEARANCE AT +7'-0" PG06 DRAIN TILE SUMP BASIN, BY PLUMBING PG07 TRENCH DRAIN BY OTHERS PG09 TRAFFIC STRIIPING PG10 DRAIN TILE SYSTEM EXTERIOR OF FOOTINGS PG11 FROST STOOP FOOTING AT EXTERIOR DOORS, SEE STRUCT PG12 MECH AIR INTAKE/EXHAUST LOUVER AND CONC. WELL, SEE STRUCT A B Revision/Issue Schedule #Description Date BKBM REVIEW 12.05.2017 OWNER REVIEW 12.07.2017 STRUCTURAL REVIEW 12.07.2017 OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP 1.PLANS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING/FOUNDATION FOR EXTERIOR WALLS AND CENTERLINE OF INTERIOR ALLS. 2.EXISTING WALLS DIMENSIONED FROM EXISTING FACE. 3.TYPICAL GRID LINES ALIGN WITH FACE OF FOUNDATION FOR EXTERIOR WALLS AND CENTERLINES OF INTERIOR WALLS. 4.DOORS 3" OFF ADJACENT WALLS UNLESS OTHERWISE NOTED. 5.EXISTING WALLS SHADED GRAY. 6.ALL NEW WALLS ARE NOT SHADED. 7.ALL EXISTING DOORS ARE SHOWN OPEN AT 45-DEGREE ANGLE. 8.ALL EXISTING DOORS ARE SHOWN OPEN AT 90-DEGREE ANGLE. FLOOR PLAN GENERAL NOTES 65' - 0" 1 7 ' - 6 " C DD 7 7 8 8 9 9 H H G G F 5 5 4 4 3 3 2 2 1 1 19' - 6" DRIVE ASILE 24' - 0" 1 9 ' - 7 1 /8 " 8 ' - 0 " 1 1 5 /8 " REFUSE ELEV. LOBBY 7 ' - 6 3 /8 " E 6 6 1 6 ' - 6 " 2 8 ' - 6 " 2 5 ' - 6 " 2 7 ' - 0 " 7 ' - 9 1 /2 " 126' - 0" PG02 PG09 PG05 PG07 FD PG01 PG06 PG10 RAMP SLOPE DOWN 7.4 7.4 7.5 7.5 E.2E.2 F.5 6 3 ' - 6 " CMU ℄ON COLUMN 2' - 0" M O 3 ' - 4 " 17' - 0 7/8" MATCHLINE MATCHLINE I 2 5 ' - 9 1 /8 " 65' - 0" 3 T3 A517 1 3 A517 5 A511 1 A512 2 A512 4 A512 20 A513 5 A512 6 A517 MACH RM 1' - 3"3' - 4" 1 2 ' - 0 " 4 5 ' - 0 " 3 3 ' - 8 " 111' - 2" 1 8 ' - 0 " RAMP DOWN 2 0 ' - 0 " 1 2 ' - 0 " 1 1 ' - 6 " 1 9 ' - 0 " 1 7 ' - 0 " 4 7 ' - 0 " 16' - 11 1/4" 8 A516 A516 7 4' - 0" L A N D 3 ' - 9 " 2 E Q T R E A D S 1 ' - 1 0 " L A N D 3 ' - 9 " 19 A513 A602 8 17' - 6" 1 A51829' - 6 " 1 ' - 4 " M O 3 ' - 4 " 1 ' - 4 " M O 8 ' - 0 " J. SCHULER N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :3 9 P M A101 GARAGE FLOOR PLAN SOUTH 17.075 J.PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 A B KEYNOTES- FLOOR PLAN Key Value Keynote Text A01 MECH AIR INTAKE/EXHAUST LOUVER AND CONC. WELL, SEE STRUCT 1/8" = 1'-0"A101 1 PARKING GARAGE PLAN - SOUTH Revision/Issue Schedule #Description Date BKBM REVIEW 12.05.2017 OWNER REVIEW 12.07.2017 STRUCTURAL REVIEW 12.07.2017 OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UPUP UP 1.PLANS ARE DIMENSIONED FROM FACE OF EXTERIOR SHEATHING/FOUNDATION FOR EXTERIOR WALLS AND CENTERLINE OF INTERIOR ALLS. 2.EXISTING WALLS DIMENSIONED FROM EXISTING FACE. 3.TYPICAL GRID LINES ALIGN WITH FACE OF FOUNDATION FOR EXTERIOR WALLS AND CENTERLINES OF INTERIOR WALLS. 4.DOORS 3" OFF ADJACENT WALLS UNLESS OTHERWISE NOTED. 5.EXISTING WALLS SHADED GRAY. 6.ALL NEW WALLS ARE NOT SHADED. 7.ALL EXISTING DOORS ARE SHOWN OPEN AT 45-DEGREE ANGLE. 8.ALL EXISTING DOORS ARE SHOWN OPEN AT 90-DEGREE ANGLE. FLOOR PLAN GENERAL NOTES AA BB CC DD 6 5 ' - 0 " 7 8 9 F 5 5 4 4 3 3 2 2 1 1 E 6 TRASH ROOM 129 1 8 ' - 6 " 7 ' - 0 " 9 ' - 6 " 4 7 ' - 6 " 1 7 ' - 6 " MAIL ROOM 128 UNIT A1 - 1 BED 103 UNIT B2 - 2 BED 101 UNIT B4 - 2 BED 107 UNIT B1.2 - 2 BED 108 UNIT A1.1 - 1 BED 109 UNIT G1 - GUEST SUITE 105 UNIT S2 - STUDIO 106? ? 6 A515 A515 2 7 A515 UNIT B1.1 - 2 BED 104 FAMILY DINING 122 GREAT ROOM 120 5.1 A01 3.8 OFFICE 116 15' - 7 1/4" LIBRARY 117 4' - 4" ELEVATOR LOBBY 126 STORAGE 125 VESTIBULE 100 7.4 7.5 B1 B1 B2 B2 E.2 MATCH LINE -A.1-A.1 3 T3 A517 2 3 A517 4 A517 1 A511 2 A511 4 A511 3 A511 4 A512 20 A513 5 A512 6 A517 --- - A301 1 A701 9 712 14 A70119 17 16 A7011 3 0 ' - 6 7 /8 " 30' - 10 1/2" 5.24.1 30' - 0"17' - 6"28' - 1 3/4"6' - 10 1/4"26' - 1 1/2"1' - 6 3/4"15' - 9 3/4"17' - 6"12' - 1 1/2"5' - 9"12' - 1 1/2"17' - 6" 9 ' - 6 " 1 7 ' - 6 " 1 2 ' - 1 1 /2 " 5 ' - 9 " 1 2 ' - 1 1 /2 " 1 7 ' - 6 " 8 ' - 6 1 /4 " A702 13 14 15 12 6 3' - 6 1/2" 11' - 6" MATCHLINE 12' - 1"14' - 2 1/8" UNIT B3 - 2 BED 110 A703 1 3 4 2 UNIT B2 - 2 BED 102 A202 45 A202 10 9 A205 20 A205 12A A205 8 A205 9 7 14 15 A206 - 2 A206 56 A202 20 13A A205 5 10 A205 3 2 4 A206 34 3 A512 A206 20 A206 8 7 9 A206 11 10 12 13 1 A513 A202 3 1 2 A602 9 A602 6 CLOSET 123 UNISEX RR 121 UNISEX RR 119 LOBBY 118 3 SEASON RM 124 1 A518 5 ' - 0 7 /8 " FURN 127 5' - 1" A303 1 3' - 0" 1 A502 1 ' - 4 1 /8 " 1' - 4 1/8" 13' - 6"5' - 4"5' - 0 5/8" 1 1 ' - 0 " J. SCHULER N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :4 2 P M A102 FIRST FLOOR PLAN NORTH 17.075 J.PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 A B 1/8" = 1'-0"A102 1 FIRST FLOOR PLAN - NORTH Revision/Issue Schedule #Description Date CIVIL GARAGE SITE 12.04.2017 BKBM REVIEW 12.05.2017 OWNER REVIEW 12.07.2017 STRUCTURAL REVIEW 12.07.2017 STRUCTURAL REVIEW - CANOPY 12.12.2017 OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP D 7 7 8 8 9 9 H G F F 65' - 0" E 6 6 1 6 ' - 6 " 1 7 ' - 2 " 1 1 ' - 4 " 1 8 ' - 6 " 7 ' - 0 " 9 ' - 6 " UNIT A1.1 - 1 BED 109 STAIR B 100B 1 0 5 ' - 9 1 /8 " 17' - 6"12' - 1 1/2"5' - 9"12' - 1 1/2"17' - 6" 7.4 7.4 7.5 7.5 E.2 F.5 MATCH LINE I 2 5 ' - 9 1 /8 " 2 5 ' - 9 1 /8 "1019 SF UNIT B1 - 2 BED 115 5 A511 1 A512 2 A512 4 A512 20 A513 6 A517 3 0 ' - 6 7 /8 " 30' - 10 1/2" 9 ' - 6 " 5 A516 A516 1 8 A516 MATCHLINE UNIT B3 - 2 BED 110 1019 SF UNIT B1 - 2 BED 114 653 SF UNIT A1.1 - 1 BED 112 2 ' - 6 " A2042 3 A204 4 5 A204 7 8 A204 19 --- - 19 A513 1 A513 A204 9 10 A204 12 11 3 SEASON RM 124 1 A518 1 A502 UNIT A1 - 1 BED 13' - 6"5' - 4"5' - 0 5/8" 1 1 ' - 0 " T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :4 4 P M A103 FIRST FLOOR PLAN SOUTH 17.075 J. PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A103 1 FIRST FLOOR PLAN - SOUTH A B Revision/Issue Schedule #Description Date OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP AA BB CC DD 7 7 8 8 9 9 F F 5 5 4 4 3 3 2 2 1 1 UNIT B2 - 2 BED 201 UNIT B1.1 - 2 BED 204 STAIR A 200A UNIT A1 - 1 BED 205 E 1 7 ' - 6 " 3 0 ' - 0 " 1 7 ' - 6 " 3 5 ' - 0 " 191' - 0" 30' - 0"17' - 6"28' - 1 3/4"6' - 10 1/4"26' - 1 1/2"1' - 6 3/4"33' - 3 3/4"47' - 6" 6 6 6 A515 6 A516 A515 3 7 A515 6 5 ' - 0 " 5.1 UNIT B3 - 2 BED 210 UTILITY ROOM 221 TRASH ROOM 222 3.8 34' - 2"34' - 2" 24' - 0" 34' - 2" 21' - 3" 7.4 7.5 2 9 ' - 7 1 /2 " 5 ' - 9 " 2 9 ' - 7 1 /2 " B1 B1 B2 B2 3 4 ' - 2 " 2 4 ' - 0 " 17 A514 E.2E.2 MATCH LINE MATCH LINE -A.1 -A.2 3 T3 3 A517 4 A517 A517 5 1 A511 2 A511 4 A511 3 A511 4 A512 20 A513 5 A512 6 A517 1 A501 A701 9 712 14 5' - 9" 29' - 7 1/2"5' - 9"29' - 7 1/2" FITNESS 200 19' - 4 3/4"14' - 0" 14' - 0"5' - 4 3/4"14' - 0"4' - 8"4' - 8"4' - 8" 4' - 8"4' - 8"4' - 8" 5.24.1 UNIT B2 - 2 BED 202 A200 20 A2008 A200 4 10 9 7 5 18' - 6 1/2" 18' - 6 1/2" 3 A512 1 A513 --- - A209 17 A209 19 A209 12 A209 A209 10 A209 7 14 15 13 8 911 6 3 A2012 3 A201 4 5 A2095 4 A201 20 A201 7 8 A209 2 1 109 UNIT S1 - STUDIO 206 UNIT S2 - STUDIO 207 UNIT A1 - 1 BED 203 UNIT B4- 2 BED 208 UNIT A1.1 - 1 BED 211 Room 227 5' - 1" 5 ' - 0 "FURN 220 3' - 0" 1 A502 A208 20 --- - - - -- --- UNIT B1.1 209 T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :4 7 P M A104 SECOND FLOOR PLAN NORTH 17.075 J. PEREZ Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A104 1 SECOND FLOOR PLAN - NORTH A B Revision/Issue Schedule #Description Date OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 UP UP DD 8 0 ' - 0 " 7 7 8 8 9 9 H H G G F F E 323 SF STAIR B 200B 3 5 ' - 0 " 2 8 ' - 6 " 1 6 ' - 6 " 2 5 ' - 9 1 /8 " 6 6 UNIT B3 - 2 BED 210 7.4 7.4 7.5 7.5 2 4 ' - 0 " 4 8 ' - 8 " E.2E.2 F.5F.5 MATCH LINE MATCH LINE II 1019 SF UNIT B1 - 2 BED 216 5 A511 1 A512 2 A512 6 A517 29' - 7 1/2"5' - 9"29' - 7 1/2" 5' - 0" 5 A516 A516 2 64' - 6 1/8" 1019 SF UNIT B1 - 2 BED 214 661 SF UNIT A1.1 - 1 BED 212 A203 14 A203 10 A203 5 1312 9 8 7 4 3 UNIT A1.1 - 1 BED 211 663 SF UNIT A1.1- 1 BED 215 663 SF UNIT A1.1 - 1 BED 213 A208 20 --- - - - -- --- T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :4 9 P M A105 SECOND FLOOR PLAN SOUTH 17.075 Author Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A105 18 SECOND FLOOR PLAN - SOUTH A B Revision/Issue Schedule #Description Date OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City Work Session 02.15.2018 City PUD Submittal 03.07.2018 1st FLOOR100'-0" 2nd FLOOR 112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR 134'-5 5/8" ABCDHGF ROOF BRG143'-6 3/4" E B1B2 A514 7 E.2F.5 ROOF RIDGE167'-6 9/16" 1 3 ' - 2 5 /8 " I -A.1 -A.2 1st FLOOR 100'-0" 2nd FLOOR112'-1 7/8" 3rd FLOOR 123'-3 3/4" 4th FLOOR134'-5 5/8" 789 ROOF BRG 143'-6 3/4" 5 4 3 2 165.1 3.87.47.5 ROOF RIDGE 167'-6 9/16" 5.2 4.1 20 A602 T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :5 3 P M A401 EXTERIOR ELEVATIONS 17.075 X. SAMPLE Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A401 16 EXTERIOR ELEVATION EAST 1/8" = 1'-0"A401 6 EXTERIOR ELEVATION NORTH Revision/Issue Schedule #Description Date OWNER REVIEW 12.07.2017 STRUCTURAL REVIEW 12.07.2017 OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City PUD Submittal 03.07.2018 1st FLOOR100'-0" 2nd FLOOR112'-1 7/8" 3rd FLOOR 123'-3 3/4" 4th FLOOR134'-5 5/8" 7 8 9 ROOF BRG 143'-6 3/4" 54321 6 7.4 7.5 ROOF RIDGE 167'-6 9/16" 20 A602 1st FLOOR 100'-0" 2nd FLOOR112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR 134'-5 5/8" A B C D HGF ROOF BRG 143'-6 3/4" EB1B2 E.2 F.5 ROOF RIDGE167'-6 9/16" I-A.1-A.2 3 A512 19 A513 1 A513 1 A518 1 A502 T. WASMOEN N I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT PLAN N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 3 :5 8 P M A402 EXTERIOR ELEVATIONS 17.075 Author Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A402 1 EXTERIOR ELEVATION SOUTH 1/8" = 1'-0"A402 2 EXTERIOR ELEVATION WEST Revision/Issue Schedule #Description Date STRUCTURAL REVIEW 12.07.2017 OWNER REVIEW 12.22.2017 OWNER REVIEW 01.10.2018 GC PRICING 1 01.17.2018 City PUD Submittal 03.07.2018 1st FLOOR100'-0" 2nd FLOOR 112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR134'-5 5/8" ROOF BRG143'-6 3/4" ROOF RIDGE 167'-6 9/16" ARCHITECTURAL ASPHALT ROOF SHINGLES FIBER CEMENT TRIM AT ROOF AND WINDOWS FIBER CEMENT LAP SIDING AT FOURTH FLOOR, TYP SINGLE HUNG COMPOSITE SIMULATED DIVIDED LIGHT GRILLES COMPOSITE PATIO DOOR SIMULATED DIVIDED LIGHT GRILLES FIBER CEMENT BOARD AND BATTEN VERTICAL SIDING AT 1ST -3RD FLOORS, TYP COMBINED HEAT/COOL UNITS, TYP APARTMENTS ROUNDED RIVER STONE VENEER AT CANOPY COLUMN BASES FIBER CEMENT TRIM AT CANOPY COLUMNS FULLY ENCLOSED CANOPY GABLES AND CEILING ALUM STOREFRONT ENTRY DOORS EXTERIOR WINDOW SHUTTERS FIXED ROOF CUPOLA 1st FLOOR100'-0" 2nd FLOOR 112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR134'-5 5/8" ROOF BRG143'-6 3/4" ROOF RIDGE 167'-6 9/16" T. WASMOEN I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 4 :1 9 P M A403 EXTERIOR ELEVATIONS COLORED 17.075 J. SCHULER Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A403 1 EXTERIOR ELEVATION NORTH COLORS 1/8" = 1'-0"A403 2 EXTERIOR ELEVATION EAST COLORS Revision/Issue Schedule #Description Date City Work Session 02.15.2018 City PUD Submittal 03.07.2018 1st FLOOR 100'-0" 2nd FLOOR112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR 134'-5 5/8" ROOF BRG 143'-6 3/4" ROOF RIDGE167'-6 9/16" 1st FLOOR 100'-0" 2nd FLOOR112'-1 7/8" 3rd FLOOR123'-3 3/4" 4th FLOOR 134'-5 5/8" ROOF BRG143'-6 3/4" ROOF RIDGE167'-6 9/16" T. WASMOEN I hereby certify that this plan, specification, or report was prepared by me or under my directsupervision and that I am a dulyRegistered Architect under the laws of the state of Minnesota Thomas P. Wasmoen Date License No. 20891 SHEET NUMBER SHEET TITLE OWNER PARTNERS/CONSULTANTS PROJECT NO. CHECKED BY DRAWN BY 275 Market Street, Ste. 368 Minneapolis, MN 55405 612.819.1835 www.firmgroundae.com PROJECT N O T F O R C O N S T R U C T I O N © COPYRIGHT FIRMGROUNDAE INC. C :\U s e r s \d h a n k s \D o c u m e n t s \1 8 0 2 2 1 1 7 .0 7 5 .1 T h e H e n d r i c k s o n _c e n t r a l _d h a n k s 5 X K N K .r v t 3 /7 /2 0 1 8 1 2 :5 4 :4 2 P M A404 EXTERIOR ELEVATIONS COLORED 17.075 J.SCHULER Hendrickson Apartments 55 East Fifth Street, Suite 200 St. Paul, MN 55101 Kelly Brothers LTD 1750 Larpenteur Ave. W. Falcon Heights, MN 55113 MM/DD/YYYY SCHEMATIC DESIGN 2017 1/8" = 1'-0"A404 1 EXTERIOR ELEVATION SOUTH COLORS 1/8" = 1'-0"A404 2 EXTERIOR ELEVATION WEST COLORS Revision/Issue Schedule #Description Date City Work Session 02.15.2018 City PUD Submittal 03.07.2018 We e k M o n t h Lo u c k s   (L e a d ) Fa l c o n   He i g h t s   Pl a n n e r Fa l c o n   He i g h t s   Ma n a g e r Fa l c o n   He i g h t s   Fi r e   De p t Ro s e v i l l e   En g i n e e r Ra m s e y   Co .     En g i n e e r St .   P a u l   Wa t e r   De s i g n e r Xc e l   De s i g n e r Co m c a s t   De s i g n e r Ex t e r i o r   Li g h t i n g   De s i g n e r Ce n t u r y   Li n k   De s i g n e r Lo u c k s   (L e a d ) Ca p i t a l   Wa t e r s h e d   Re g .   M n g r Fa l c o n   He i g h t s   Pl a n n e r Falcon Heights ManagerRoseville EngineerFirm  Ground (Lead)Falcon Heights PlannerFalcon Heights ManagerFalcon Heights Fire DeptLittle Can. Inspector HVAC Sub Elec. SubStructural Eng. 06 ‐ 1 0 13 ‐ 1 7 20 ‐ 2 4 27 ‐ 0 1 04 ‐ 0 8 11 ‐ 1 5 18 ‐ 2 2 25 ‐ 2 9 01 ‐ 0 5   08 ‐ 1 2 15 ‐ 1 9 22 ‐ 2 6 29 ‐ 0 2 05 ‐ 0 9 12 ‐ 1 6 19 ‐ 2 3   26 ‐ 0 2 05 ‐ 0 9 12 ‐ 1 6 19 ‐ 2 3 26 ‐ 3 0 02 ‐ 0 6 09 ‐ 1 3 16 ‐ 2 0 23 ‐ 2 7 30 ‐ 0 4 07 ‐ 1 1 14 ‐ 1 8 21 ‐ 2 5 28 ‐ 0 1 04 ‐ 0 8 11 ‐ 1 5 18 ‐ 2 2 25 ‐ 2 9 Si t e   P l a n S t o r m w a t e r November December January February Th e   H e n d r i c k s o n   ‐   C i t y   A p p r o v a l   S c h e d u l e   &   D o c u m e n t   C r e a t i o n / R e view (Rev 11/5/2017) June Architectural Drawings 01 . 0 8 . 2 0 1 8   ‐   S u b m i t t a l   D u e   t o   C i t y 01 . 2 3 . 2 0 1 8   ‐   P l a n n i n g   C o m m i s s i o n   M e e t i n g   &   W o r k s h o p 01 . 2 9 . 2 0 1 8   ‐   C i t y   S u b m i s s i o n   D u e 02 ‐ 0 7 ‐ 2 0 1 8   C i t y   C o u n c i l   W o r k s h o p 02 ‐ 2 7 ‐ 2 0 1 8   P l a n n i n g   C o m m i s s i o n   &   P u b l i c   H e a r i n g 03 ‐ 0 7 ‐ 2 0 1 8   C i t y   C o u n c i l   W o r k s h o p 03 ‐ 0 7 ‐ 2 0 1 8   C i t y   C o u n c i l   M e e t i n g   ‐   F i n a l   P l a n s   &   S p e c s MayMarch April                 Operations & Maintenance Plan        The Hendrickson  Falcon Heights, MN      Prepared by:    Loucks LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 C. S. A. H. NO. 30 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 4 4 4 4 8 72" CMP INFILTRATION SYSTEM CBMH 6 SUMP MANHOLE CBMH 5 SUMP MANHOLE CBMH 9 SUMP MANHOLE N LOUCKS W:\ 2 0 1 7 \ 1 7 1 0 6 \ H Y D R O L O G Y \ O & M P l a n \ C A D D \ 1 7 1 0 6 O & M E x h i b i t Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 2 : 1 1 P M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL THE HENDRICKSON FALCON HEIGHTS, MN SCALE IN FEET 0 40 80 OPERATIONS & MAINTENANCE EXHIBIT EXHIBIT Th e H e n d r i c k s o n B M P M a i n t e n a n ce a n d I n s p e c t i o n S p e c i f i c a t i o n s CB M H 5 PL A N V I E W DE T A I L / P R O F I L E V I E W BM P I D : CB M H 5 Lo c a t i o n : Cu r b l i n e o n e a s t s i d e p a r k i n g l o t De s c r i p t i o n o f D e v i c e : 4 8 ” D i a m e t e r p r e c a s t m a n h o l e w i t h a 3 fo o t s u m p . F l o w e n t e r s t h e s t r u c t u r e t h r o u g h t h e i n l e t g r a t e a n d a 1 2 ” H D P E pi p e f r o m t h e e a s t w h e r e s o l i d s s e t t l e o u t i n th e s u m p w i t h c l e a n f l o w d i s c h a r g i n g i n t o a 1 2 ” H D P E p i p e o n t h e w e s t s i d e o f t h e structure. St r u c t u r e A c c e s s : Th r o u g h a s t a n d a r d c a t c h b a s i n i n l e t g r a t e . Th e H e n d r i c k s o n B M P M a i n t e n a n c e an d I n s p e c t i o n S p e c i f i c a t i o n s BM P I D : S u m p S t o r m S e w e r S t r u c t u r e CB M H 5 M a i n t e n a n c e a n d I n s p e c t i o n R e p o r t In s p e c t i o n D a t e I n s p e c t o r : In s p e c t i o n A c t i v i t y Ob s e r v a t i o n s / M e a s u r e m e n t s Ma i n t e n a n c e Ma i n t . Re q u i r e d Actions Required/Date Co m p l e t e d / R e s p o n s i b l e F o r e m a n In s p e c t i o n o f s t r u c t u r e f o r tr a s h , d e b r i s , f l o a t a b l e s an d o i l Re m o v e a n y f l o a t a b l e s , a c c u m u l a t e d tr a s h o r d e b r i s w i t h a d i p n e t o r v a c u u m . Mo r e f r e q u e n t c l e a n i n g i s n e c e s s a r y i f fl o a t a b l e s r e g u l a r l y e x c e e d a d e p t h o f 1 f t . Va c u u m a n y v i s i b l e o i l p r i o r t o pu m p i n g p e r m a n e n t p o o l o f w a t e r do w n s t r e a m . Ye s N o Ye s N o / / 20 Responsible Party: Me a s u r e d e p t h o f ac c u m u l a t e d s e d i m e n t Me a s u r e d D e p t h = Pu m p o u t e n t i r e s t r u c t u r e a n n u a l l y a n d re m o v e s e d i m e n t a n y t i m e d e p t h e x c e e d s 12 ” No t e : Se d i m e n t d e p t h s i n t h e s u m p o v e r 1 8 ” di c t a t e a m o r e f r e q u e n t c l e a n i n g re g i m e n t . Ye s N o / / 20 Responsible Party: In s p e c t c o n t r i b u t i n g a r e a s fo r p l u g g e d c a t c h b a s i n s , er o s i o n , t r a s h , l e a v e s , a n d de b r i s . C h e c k g r o u n d su r f a c e d i r e c t l y a d j a c e n t to t h e s t r u c t u r e f o r si n k h o l e s o r d e p r e s s i o n ar e a s No t i f y a p p r o p r i a t e m a i n t e n a n c e s t a f f o r pr o p e r t y o w n e r o f n e e d t o s w e e p a n d / o r re m o v e l i t t e r / d e b r i s . Si n k h o l e s s h a l l b e f i l l e d a n d m o n i t o r e d fo r f u r t h e r d e p r e s s i o n . Ye s N o Ye s N o / / 20 Responsible Party: In s p e c t a l l v i s i b l e st r u c t u r a l c o m p o n e n t s : Ma n h o l e s , C a s t i n g s , Sn o u t S t r u c t u r e , C o v e r s an d p i p e c o n n e c t i o n s . Re p a i r a s a b l e a n d n o t e o b s e r v a t i o n s no t i f y i n g m a i n t e n a n c e f o r e m e n o f a n y ob s e r v e d d a m a g e t o s t r u c t u r e , ma n h o l e s , c a s i n g s , s n o u t s t r u c t u r e a n d as s o c i a t e d l o o s e o r m i s s i n g b o l t s , bl o c k a g e s o f i n l e t s / o u t l e t s , e t c . Ye s N o / / 20 Responsible Party: Th e H e n d r i c k s o n B M P M a i n t e n a n ce a n d I n s p e c t i o n S p e c i f i c a t i o n s CB M H 6 PL A N V I E W DE T A I L / P R O F I L E V I E W BM P I D : CB M H 6 Lo c a t i o n : Cu r b l i n e o n w e s t s i d e o f p a r k i n g l o t De s c r i p t i o n o f D e v i c e : 4 8 ” D i a m e t e r p r e c a s t m a n h o l e w i t h a 3 fo o t s u m p . F l o w e n t e r s t h e s t r u c t u r e t h r o u g h t h e i n l e t g r a t e a n d a 1 2 ” H D P E pi p e f r o m t h e w e s t w h e r e s o l i d s s e t t l e o u t i n th e s u m p w i t h c l e a n f l o w d i s c h a r g i n g i n t o a 1 2 ” H D P E p i p e o n t h e e a s t s i d e o f t h e structure. St r u c t u r e A c c e s s : Th r o u g h a s t a n d a r d c a t c h b a s i n i n l e t g r a t e . Th e H e n d r i c k s o n B M P M a i n t e n a n c e an d I n s p e c t i o n S p e c i f i c a t i o n s BM P I D : S u m p S t o r m S e w e r S t r u c t u r e CB M H 6 M a i n t e n a n c e a n d I n s p e c t i o n R e p o r t In s p e c t i o n D a t e I n s p e c t o r : In s p e c t i o n A c t i v i t y Ob s e r v a t i o n s / M e a s u r e m e n t s Ma i n t e n a n c e Ma i n t . Re q u i r e d Actions Required/Date Co m p l e t e d / R e s p o n s i b l e F o r e m a n In s p e c t i o n o f s t r u c t u r e f o r tr a s h , d e b r i s , f l o a t a b l e s an d o i l Re m o v e a n y f l o a t a b l e s , a c c u m u l a t e d tr a s h o r d e b r i s w i t h a d i p n e t o r v a c u u m . Mo r e f r e q u e n t c l e a n i n g i s n e c e s s a r y i f fl o a t a b l e s r e g u l a r l y e x c e e d a d e p t h o f 1 f t . Va c u u m a n y v i s i b l e o i l p r i o r t o pu m p i n g p e r m a n e n t p o o l o f w a t e r do w n s t r e a m . Ye s N o Ye s N o / / 20 Responsible Party: Me a s u r e d e p t h o f ac c u m u l a t e d s e d i m e n t Me a s u r e d D e p t h = Pu m p o u t e n t i r e s t r u c t u r e a n n u a l l y a n d re m o v e s e d i m e n t a n y t i m e d e p t h e x c e e d s 12 ” No t e : Se d i m e n t d e p t h s i n t h e s u m p o v e r 1 8 ” di c t a t e a m o r e f r e q u e n t c l e a n i n g re g i m e n t . Ye s N o / / 20 Responsible Party: In s p e c t c o n t r i b u t i n g a r e a s fo r p l u g g e d c a t c h b a s i n s , er o s i o n , t r a s h , l e a v e s , a n d de b r i s . C h e c k g r o u n d su r f a c e d i r e c t l y a d j a c e n t to t h e s t r u c t u r e f o r si n k h o l e s o r d e p r e s s i o n ar e a s No t i f y a p p r o p r i a t e m a i n t e n a n c e s t a f f o r pr o p e r t y o w n e r o f n e e d t o s w e e p a n d / o r re m o v e l i t t e r / d e b r i s . Si n k h o l e s s h a l l b e f i l l e d a n d m o n i t o r e d fo r f u r t h e r d e p r e s s i o n . Ye s N o Ye s N o / / 20 Responsible Party: In s p e c t a l l v i s i b l e st r u c t u r a l c o m p o n e n t s : Ma n h o l e s , C a s t i n g s , Sn o u t S t r u c t u r e , C o v e r s an d p i p e c o n n e c t i o n s . Re p a i r a s a b l e a n d n o t e o b s e r v a t i o n s no t i f y i n g m a i n t e n a n c e f o r e m e n o f a n y ob s e r v e d d a m a g e t o s t r u c t u r e , ma n h o l e s , c a s i n g s , s n o u t s t r u c t u r e a n d as s o c i a t e d l o o s e o r m i s s i n g b o l t s , bl o c k a g e s o f i n l e t s / o u t l e t s , e t c . Ye s N o / / 20 Responsible Party: Th e H e n d r i c k s o n B M P M a i n t e n a n ce a n d I n s p e c t i o n S p e c i f i c a t i o n s CB M H 9 PL A N V I E W DE T A I L / P R O F I L E V I E W BM P I D : CB M H 9 Lo c a t i o n : Cu r b l i n e o n s o u t h w e s t s i d e o f p r o p e r t y De s c r i p t i o n o f D e v i c e : 4 8 ” D i a m e t e r p r e c a s t m a n h o l e w i t h a 3 fo o t s u m p . F l o w e n t e r s t h e s t r u c t u r e t h r o u g h t h e i n l e t g r a t e a n d a 1 2 ” H D P E pi p e f r o m t h e e a s t w h e r e s o l i d s s e t t l e o u t i n t h e s u m p w i t h c l e a n f l o w d i sc h a r g i n g i n t o a 1 2 ” H D P E p i pe o n t h e n o r t h s i d e o f t h e structure. St r u c t u r e A c c e s s : Th r o u g h a s t a n d a r d c a t c h b a s i n i n l e t g r a t e . Th e H e n d r i c k s o n B M P M a i n t e n a n c e an d I n s p e c t i o n S p e c i f i c a t i o n s BM P I D : S u m p S t o r m S e w e r S t r u c t u r e CB M H 9 M a i n t e n a n c e a n d I n s p e c t i o n R e p o r t In s p e c t i o n D a t e I n s p e c t o r : In s p e c t i o n A c t i v i t y Ob s e r v a t i o n s / M e a s u r e m e n t s Ma i n t e n a n c e Ma i n t . Re q u i r e d Actions Required/Date Co m p l e t e d / R e s p o n s i b l e F o r e m a n In s p e c t i o n o f s t r u c t u r e f o r tr a s h , d e b r i s , f l o a t a b l e s an d o i l Re m o v e a n y f l o a t a b l e s , a c c u m u l a t e d tr a s h o r d e b r i s w i t h a d i p n e t o r v a c u u m . Mo r e f r e q u e n t c l e a n i n g i s n e c e s s a r y i f fl o a t a b l e s r e g u l a r l y e x c e e d a d e p t h o f 1 f t . Va c u u m a n y v i s i b l e o i l p r i o r t o pu m p i n g p e r m a n e n t p o o l o f w a t e r do w n s t r e a m . Ye s N o Ye s N o / / 20 Responsible Party: Me a s u r e d e p t h o f ac c u m u l a t e d s e d i m e n t Me a s u r e d D e p t h = Pu m p o u t e n t i r e s t r u c t u r e a n n u a l l y a n d re m o v e s e d i m e n t a n y t i m e d e p t h e x c e e d s 12 ” No t e : Se d i m e n t d e p t h s i n t h e s u m p o v e r 1 8 ” di c t a t e a m o r e f r e q u e n t c l e a n i n g re g i m e n t . Ye s N o / / 20 Responsible Party: In s p e c t c o n t r i b u t i n g a r e a s fo r p l u g g e d c a t c h b a s i n s , er o s i o n , t r a s h , l e a v e s , a n d de b r i s . C h e c k g r o u n d su r f a c e d i r e c t l y a d j a c e n t to t h e s t r u c t u r e f o r si n k h o l e s o r d e p r e s s i o n ar e a s No t i f y a p p r o p r i a t e m a i n t e n a n c e s t a f f o r pr o p e r t y o w n e r o f n e e d t o s w e e p a n d / o r re m o v e l i t t e r / d e b r i s . Si n k h o l e s s h a l l b e f i l l e d a n d m o n i t o r e d fo r f u r t h e r d e p r e s s i o n . Ye s N o Ye s N o / / 20 Responsible Party: In s p e c t a l l v i s i b l e st r u c t u r a l c o m p o n e n t s : Ma n h o l e s , C a s t i n g s , Sn o u t S t r u c t u r e , C o v e r s an d p i p e c o n n e c t i o n s . Re p a i r a s a b l e a n d n o t e o b s e r v a t i o n s no t i f y i n g m a i n t e n a n c e f o r e m e n o f a n y ob s e r v e d d a m a g e t o s t r u c t u r e , ma n h o l e s , c a s i n g s , s n o u t s t r u c t u r e a n d as s o c i a t e d l o o s e o r m i s s i n g b o l t s , bl o c k a g e s o f i n l e t s / o u t l e t s , e t c . Ye s N o / / 20 Responsible Party: Th e H e n d r i c k s o n B M P M a i n t e n a n c e an d I n s p e c t i o n S p e c i f i c a t i o n s 72 ” C M P I n f i l t r a t i o n S y s t e m PL A N V I E W DE T A I L / P R O F I L E V I E W BM P I D : 72 ” C M P I n f i l t r a t i o n S y s t e m Lo c a t i o n : Un d e r g r o u n d i n p a r k i n g a r e a De s c r i p t i o n o f D e v i c e : 7 2 ” p e r f o r a t e d C M P u n d e r g r o u n d i n f i l t r at i o n s y s t e m . F l o w e n t e r s t h e s t r u c t u r e t h r o u g h a 1 2 ” i n l e t p i p e o n t h e no r t h e a s t , n o r t h w e s t , s o u t h w e s t , a n d s o u t h si d e s o f t h e s y s t e m t a k i n g d r a i n a g e f r o m t h e a c c e s s d r i v e w a y , p a rk i n g l o t , g r e e n s p a c es on the east an d w e s t s i d e s o f t h e p r o p e r t y , a n d t h e r oo f o f t h e b u i l d i n g . An o u t l e t a t e l e v a t i o n 9 5 4 . 2 5 ’ i s lo c a t e d o n t h e n o r t h e a s t s i d e o f the system. Water be l o w t h e o u t l e t i s d e s i g n e d t o i n f i lt r a t e i n t o t h e u n d e r l y i n g s o i l . St r u c t u r e A c c e s s : Tw o 3 6 ” r i s e r s a r e p r o v i d e d f o r ac c e s s p o i n t s i n t o t h e s y s t e m . Th e H e n d r i c k s o n B M P M a i n t e n a n c e an d I n s p e c t i o n S p e c i f i c a t i o n s BM P I D : S t o r m S e w e r I n f i l t r a t i o n S y s t e m 72 ” C M P I n f i l t r a t i o n S y s t e m M a i n te n a n c e a n d I n s p e c t i o n R e p o r t In s p e c t i o n D a t e I n s p e c t o r : In s p e c t i o n A c t i v i t y Ob s e r v a t i o n s / M e a s u r e m e n t s Ma i n t e n a n c e Ma i n t . Re q u i r e d Actions Required/Date Co m p l e t e d / R e s p o n s i b l e F o r e m a n In s p e c t i o n o f s t r u c t u r e f o r tr a s h , d e b r i s , f l o a t a b l e s an d o i l Re m o v e a n y f l o a t a b l e s , a c c u m u l a t e d tr a s h o r d e b r i s w i t h a d i p n e t o r v a c u u m . Mo r e f r e q u e n t c l e a n i n g i s n e c e s s a r y i f fl o a t a b l e s r e g u l a r l y e x c e e d a d e p t h o f 1 f t . Va c u u m a n y v i s i b l e o i l p r i o r t o pu m p i n g p e r m a n e n t p o o l o f w a t e r do w n s t r e a m . Ye s N o Ye s N o / / 20 Responsible Party: Vi s u a l i n s p e c t i o n o f ac c u m u l a t e d s e d i m e n t an d p r e s e n c e o f s a l t o r ot h e r c o r r o s i v e su b s t a n c e s Re m o v e s e d i m e n t b u i l d u p a s n e e d e d t o ma i n t a i n i n f i l t r a t i o n c a p a c i t y . Re m o v e o r r i n s e t h e s y s t e m a s n e e d e d i f sa l t o r c o r r o s i v e s u b s t a n c e s a r e p r e s e n t . Ye s N o / / 20 Responsible Party: In s p e c t c o n t r i b u t i n g a r e a s fo r p l u g g e d c a t c h b a s i n s , er o s i o n , t r a s h , l e a v e s , a n d de b r i s . C h e c k g r o u n d su r f a c e d i r e c t l y a d j a c e n t to t h e s t r u c t u r e f o r si n k h o l e s o r d e p r e s s i o n ar e a s No t i f y a p p r o p r i a t e m a i n t e n a n c e s t a f f o r pr o p e r t y o w n e r o f n e e d t o s w e e p a n d / o r re m o v e l i t t e r / d e b r i s . Si n k h o l e s s h a l l b e f i l l e d a n d m o n i t o r e d fo r f u r t h e r d e p r e s s i o n . Ye s N o Ye s N o / / 20 Responsible Party: In s p e c t a l l v i s i b l e st r u c t u r a l c o m p o n e n t s : Ma n h o l e s , C a s t i n g s , Co v e r s a n d p i p e co n n e c t i o n s . Re p a i r a s a b l e a n d n o t e o b s e r v a t i o n s no t i f y i n g m a i n t e n a n c e f o r e m e n o f a n y ob s e r v e d d a m a g e t o s t r u c t u r e , ma n h o l e s , c a s i n g s a n d as s o c i a t e d l o o s e or m i s s i n g b o l t s , b l o c k a g e s o f in l e t s / o u t l e t s , e t c . Ye s N o / / 20 Responsible Party:           Hydrology Report   The Hendrickson Falcon Heights, MN                           Prepared by Loucks March 7, 2018 Loucks Project No. 17106.00   Stormwater Management Plan March 7, 2018 The Hendrickson The Hendrickson Falcon Heights, Minnesota Stormwater Management Plan Table of Contents Page Number Introduction ................................................................................................................................... 1  Methodology ................................................................................................................................. 1  Existing Conditions ........................................................................................................................ 2  Proposed Conditions ...................................................................................................................... 2  Best Management Practices ............................................................................................................ 3  Conclusion .................................................................................................................................... 4 Appendices HydroCAD Report -Existing .......................................................................................... Appendix A HydroCAD Report -Proposed ......................................................................................... Appendix B MIDS Calculator Report ................................................................................................ Appendix C Figures Existing Drainage Exhibit .................................................................................................... Figure 1 Proposed Drainage Exhibit .................................................................................................. Figure 2 Stormwater Management Plan March 7, 2018 The Hendrickson Page 1 The Hendrickson Falcon Heights, Minnesota Stormwater Management Plan Introduction This stormwater management plan was created for The Hendrickson project located at 1750 Larpenteur Avenue West in Falcon Heights, Minnesota. The total site area encompasses 1.25 acres with the project area consisting of 1.18 acres disturbed. The proposed project is surrounded to the east by residential development, to the north by the developed street of Larpenteur Avenue, and to the west and south by commercial development. The project generally consists of constructing an apartment building, surface pavements, underground infiltration system, and utilities. Included in this plan are calculations for the total proposed discharge offsite of stormwater from the site. Most of the stormwater from the site discharges into an underground infiltration basin. The remainder areas discharge to city storm sewer in Larpenteur Avenue. Requirements and Methodology City of Falcon Heights and Capital Region Watershed District (CRWD) Requirements 1. Rate Control — Peak rates shall not exceed existing runoff rates for the 2-year, 10-year, and 100-year critical storm events. 2. Volume Reduction — Stormwater runoff volume abstraction shall be provided onsite in the amount equivalent to 1.1 inch of runoff generated from impervious surface. 3. Water Quality — Stormwater must be treated prior to discharge to remove 90% of total suspended solids (TSS). Methodology The stormwater calculations were made utilizing the stormwater-modeling program HydroCAD 10.00. Calculations were performed for the MSE 24-hour 100-year rainfall event of 7.36 inches, 10-year rainfall event of 4.19 inches and 2-year rainfall event of 2.81 inches. For purposes of analyzing the 1.18 acre disturbed area, a drainage area of 1.18 acres was included in the hydrologic analysis to account for all runoff that affects the proposed project. Soils information showed a 4-foot-deep layer of fill followed by native soils consisting of poorly graded sand (SP) below the infiltration basin, based on the geotechnical report provided by Haugo Geotechnical Services dated 08/10/17. Infiltration will be utilized onsite for stormwater management. Due to the contents of the fill, the infiltration basin will be excavated down to native soils, and back-filled with free draining granular materials. Infiltration will be at an assumed rate of 0.8 in/hr based on CRWD design infiltration rates. Stormwater Management Plan March 7, 2018 The Hendrickson Page 2 Existing Conditions The existing site consists of largely of green space and surface pavements. The existing site is broken into three drainage areas. Drainage area N sheet drains directly to Larpenteur Avenue prior to discharging to city storm sewer. Drainage area W sheets drains to an existing infiltration basin located onsite which discharges to Larpenteur Avenue. Drainage area S sheet drains to an existing infiltration basin located offsite prior to discharging to city storm sewer in Larpenteur Avenue. Overall the existing site contains 28.2% impervious surface. Proposed Conditions The proposed site consists of an apartment building, surface pavements, and green spaces. An underground infiltration system (INF) is provided for rate and volume control and treatment prior to discharging to city storm sewer. The proposed site contains 80.7% impervious surface area. The proposed site is broken into six drainage areas. Drainage area N sheet drains directly to Larpenteur Avenue prior to discharging to city storm sewer. Drainage area E drains to an existing swale with draintile and a catch basin prior to discharging to an underground infiltration system (INF). Drainage area S drains to an existing infiltration basin located offsite prior to discharging to city storm sewer in Larpenteur Avenue. Drainage area W sheet drains directly to storm sewer located onsite prior to discharging to an underground infiltration system (INF). Drainage area P consists of drainage from a parking lot that discharges directly to storm sewer located onsite prior to discharging to an underground infiltration system (INF). Drainage area B consists of roof drainage from the proposed building which discharges directly to an underground infiltration system (INF). Rate Control The rate control requirements for the City of Falcon Heights and CRWD are that peak rates shall not exceed existing runoff rates for the 2-year, 10-year, and 100-year critical storm events. Tables1.1 – below compares the existing, and proposed peak runoff rates and volumes for the discharge points analyzed. Table 1.1 — Peak Runoff Rates and Volumes to Larpenteur Avenue 24-HR Storm Event Existing Peak Runoff Rate and Volume Proposed Peak Runoff Rate and Volume 2-yr (2.81”) 1.70 cfs, 0.094 ac-ft 0.38 cfs, 0.062 ac-ft 10-yr (4.19”) 3.07 cfs, 0.196 ac-ft 2.62 cfs, 0.179 ac-ft 100-yr (7.36”) 7.41 cfs, 0.465 ac-ft 6.64 cfs, 0.469 ac-ft Volume Control The City of Falcon Heights and CRWD rules states that the project shall provide for the abstraction onsite of 1.1 inches of runoff from new or redeveloped impervious surfaces. To meet this requirement, an underground infiltration system (INF) was provided. The required water quality volume is shown below: Stormwater Management Plan March 7, 2018 The Hendrickson Page 3 Required Volume (ft3) = Total Site Impervious Surfaces (ft2) * 1.1 (in) * 1/12 (ft/in) Required Volume (ft3) = 43,968 (SF) * 1.1 (in) * 1/12 (ft/in) = 4,031 ft3 The proposed water quality volume below the outlet for the underground infiltration system (INFIL) is 4,514 cubic-feet which meets the required volume of 4,031 cubic-feet. Water Quality The water quality requirements for the City of Brooklyn Park and SCWMC are stormwater must be treated prior to discharge to remove 90% total suspended solids (TSS). The infiltration basin (INF) is designed to meet these requirements through the abstraction of 1.1 inches of runoff from the new/redeveloped impervious surfaces. MIDS calculator (Version 3) was used to determine the TSS removal within the project area. The load reduction obtained from the proposed BMP is shown below: Table 2.1 below shows the output table from the MIDS Calculator. Table 2.1 — MIDS Calculator Output Table Summary Information     Performance goal volume retention requirement (cubic feet) 3,741 Volume removed by BMPs towards performance goal (cubic feet) 3,534 Percent volume removed 94%     Post-developoment annual volume (acre-ft) 2.2424 Annual volume removed by BMPs (acre-ft) 2.018 Percent annual volume removed 90%     Post-development annual Particulate P load (lb/yr) 1.006 Annual Particulate load removed by BMPs (lb/yr) 0.906 Post-development annual Dissolved P load (lb/yr) 0.823 Annual Dissolved P load removed by BMPs (lb/yr) 0.741 Percent annual TP removed 90%     Post-development annual TSS load (lb/yr) 332.4 Annual TSS load removed by BMPs (lb/yr) 299.2 Percent annual TSS removed 90% Best Management Practices Best management practices (BMP’s) will be implemented during construction per the project Stormwater Pollution Prevention Plan (C3-2, C3-3). During construction, erosion control measures will include dust control, silt fencing, bio logs, inlet protection, and a temporary rock construction entrance. Permanent BMP’s will include stormwater management systems, surface pavements, and turf establishment (vegetation) of disturbed areas. Stormwater Management Plan March 7, 2018 The Hendrickson Page 4 Conclusion The proposed Stormwater Management Plan for The Hendrickson project provides an improved solution for the conveyance of stormwater on this site. The underground infiltration system will capture runoff and provide additional rate control and treatment on the site. Appendix A HydroCAD Report, Existing N S W 1R To Larpenteur Ave 1P Drainage Basin #4 Routing Diagram for 17106 - ExistingPrepared by Loucks, Printed 3/7/2018 HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link 17106 - Existing Printed 3/7/2018Prepared by Loucks Page 2HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.898 74 >75% Grass cover, Good, HSG C (N, S, W) 0.280 98 Paved parking, HSG C (N, S, W) 1.178 80 TOTAL AREA 17106 - Existing Printed 3/7/2018Prepared by Loucks Page 3HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 1.178 HSG C N, S, W 0.000 HSG D 0.000 Other 1.178 TOTAL AREA 17106 - Existing Printed 3/7/2018Prepared by Loucks Page 4HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.898 0.000 0.000 0.898 >75% Grass cover, Good N, S, W 0.000 0.000 0.280 0.000 0.000 0.280 Paved parking N, S, W 0.000 0.000 1.178 0.000 0.000 1.178 TOTAL AREA MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 5HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.361 ac 62.60% Impervious Runoff Depth=1.91"Subcatchment N: Tc=7.0 min CN=74/98 Runoff=1.06 cfs 0.057 af Runoff Area=0.399 ac 11.78% Impervious Runoff Depth=1.00"Subcatchment S: Tc=7.0 min CN=74/98 Runoff=0.65 cfs 0.033 af Runoff Area=0.418 ac 1.67% Impervious Runoff Depth=0.82"Subcatchment W: Tc=17.0 min CN=74/98 Runoff=0.38 cfs 0.029 af Inflow=1.70 cfs 0.094 afReach 1R: To Larpenteur Ave Outflow=1.70 cfs 0.094 af Peak Elev=959.81' Storage=955 cf Inflow=0.38 cfs 0.029 afPond 1P: Drainage Basin #4 Discarded=0.00 cfs 0.017 af Primary=0.01 cfs 0.003 af Outflow=0.01 cfs 0.020 af Total Runoff Area = 1.178 ac Runoff Volume = 0.119 af Average Runoff Depth = 1.22" 76.23% Pervious = 0.898 ac 23.77% Impervious = 0.280 ac MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 6HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: Runoff = 1.06 cfs @ 12.14 hrs, Volume= 0.057 af, Depth= 1.91" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.135 74 >75% Grass cover, Good, HSG C 0.226 98 Paved parking, HSG C 0.361 89 Weighted Average 0.135 74 37.40% Pervious Area 0.226 98 62.60% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.361 ac Runoff Volume=0.057 af Runoff Depth=1.91" Tc=7.0 min CN=74/98 1.06 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 7HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: Runoff = 0.65 cfs @ 12.15 hrs, Volume= 0.033 af, Depth= 1.00" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.352 74 >75% Grass cover, Good, HSG C 0.047 98 Paved parking, HSG C 0.399 77 Weighted Average 0.352 74 88.22% Pervious Area 0.047 98 11.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.399 ac Runoff Volume=0.033 af Runoff Depth=1.00" Tc=7.0 min CN=74/98 0.65 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 8HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: Runoff = 0.38 cfs @ 12.28 hrs, Volume= 0.029 af, Depth= 0.82" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.411 74 >75% Grass cover, Good, HSG C 0.007 98 Paved parking, HSG C 0.418 74 Weighted Average 0.411 74 98.33% Pervious Area 0.007 98 1.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.0 Direct Entry, Subcatchment W: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.418 ac Runoff Volume=0.029 af Runoff Depth=0.82" Tc=17.0 min CN=74/98 0.38 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 9HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.178 ac, 23.77% Impervious, Inflow Depth = 0.95" for 2-Year event Inflow = 1.70 cfs @ 12.14 hrs, Volume= 0.094 af Outflow = 1.70 cfs @ 12.14 hrs, Volume= 0.094 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Ave InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 1 0 Inflow Area=1.178 ac 1.70 cfs1.70 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 10HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Drainage Basin #4 Inflow Area = 0.418 ac, 1.67% Impervious, Inflow Depth = 0.82" for 2-Year event Inflow = 0.38 cfs @ 12.28 hrs, Volume= 0.029 af Outflow = 0.01 cfs @ 16.34 hrs, Volume= 0.020 af, Atten= 97%, Lag= 243.7 min Discarded = 0.00 cfs @ 16.34 hrs, Volume= 0.017 af Primary = 0.01 cfs @ 16.34 hrs, Volume= 0.003 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 959.81' @ 16.34 hrs Surf.Area= 874 sf Storage= 955 cf Plug-Flow detention time= 1,424.7 min calculated for 0.020 af (69% of inflow) Center-of-Mass det. time= 1,336.7 min ( 2,177.5 - 840.8 ) Volume Invert Avail.Storage Storage Description #1 958.00' 7,112 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 261 0 0 959.00 523 392 392 960.00 958 741 1,133 961.00 11,001 5,980 7,112 Device Routing Invert Outlet Devices #1 Primary 959.80'3.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 958.00'0.200 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.00 cfs @ 16.34 hrs HW=959.81' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.00 cfs @ 16.34 hrs HW=959.81' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.00 cfs @ 0.21 fps) MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 11HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond 1P: Drainage Basin #4 Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=0.418 ac Peak Elev=959.81' Storage=955 cf 0.38 cfs 0.01 cfs 0.00 cfs0.01 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 12HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.361 ac 62.60% Impervious Runoff Depth=3.13"Subcatchment N: Tc=7.0 min CN=74/98 Runoff=1.73 cfs 0.094 af Runoff Area=0.399 ac 11.78% Impervious Runoff Depth=2.00"Subcatchment S: Tc=7.0 min CN=74/98 Runoff=1.34 cfs 0.066 af Runoff Area=0.418 ac 1.67% Impervious Runoff Depth=1.77"Subcatchment W: Tc=17.0 min CN=74/98 Runoff=0.88 cfs 0.062 af Inflow=3.07 cfs 0.196 afReach 1R: To Larpenteur Ave Outflow=3.07 cfs 0.196 af Peak Elev=959.95' Storage=1,085 cf Inflow=0.88 cfs 0.062 afPond 1P: Drainage Basin #4 Discarded=0.00 cfs 0.017 af Primary=0.47 cfs 0.036 af Outflow=0.47 cfs 0.053 af Total Runoff Area = 1.178 ac Runoff Volume = 0.222 af Average Runoff Depth = 2.26" 76.23% Pervious = 0.898 ac 23.77% Impervious = 0.280 ac MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 13HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: Runoff = 1.73 cfs @ 12.14 hrs, Volume= 0.094 af, Depth= 3.13" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.135 74 >75% Grass cover, Good, HSG C 0.226 98 Paved parking, HSG C 0.361 89 Weighted Average 0.135 74 37.40% Pervious Area 0.226 98 62.60% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.361 ac Runoff Volume=0.094 af Runoff Depth=3.13" Tc=7.0 min CN=74/98 1.73 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 14HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: Runoff = 1.34 cfs @ 12.15 hrs, Volume= 0.066 af, Depth= 2.00" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.352 74 >75% Grass cover, Good, HSG C 0.047 98 Paved parking, HSG C 0.399 77 Weighted Average 0.352 74 88.22% Pervious Area 0.047 98 11.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.399 ac Runoff Volume=0.066 af Runoff Depth=2.00" Tc=7.0 min CN=74/98 1.34 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 15HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: Runoff = 0.88 cfs @ 12.27 hrs, Volume= 0.062 af, Depth= 1.77" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.411 74 >75% Grass cover, Good, HSG C 0.007 98 Paved parking, HSG C 0.418 74 Weighted Average 0.411 74 98.33% Pervious Area 0.007 98 1.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.0 Direct Entry, Subcatchment W: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.418 ac Runoff Volume=0.062 af Runoff Depth=1.77" Tc=17.0 min CN=74/98 0.88 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 16HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.178 ac, 23.77% Impervious, Inflow Depth = 2.00" for 10-Year event Inflow = 3.07 cfs @ 12.14 hrs, Volume= 0.196 af Outflow = 3.07 cfs @ 12.14 hrs, Volume= 0.196 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Ave InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 3 2 1 0 Inflow Area=1.178 ac 3.07 cfs3.07 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 17HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Drainage Basin #4 Inflow Area = 0.418 ac, 1.67% Impervious, Inflow Depth = 1.77" for 10-Year event Inflow = 0.88 cfs @ 12.27 hrs, Volume= 0.062 af Outflow = 0.47 cfs @ 12.51 hrs, Volume= 0.053 af, Atten= 47%, Lag= 14.3 min Discarded = 0.00 cfs @ 12.51 hrs, Volume= 0.017 af Primary = 0.47 cfs @ 12.51 hrs, Volume= 0.036 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 959.95' @ 12.51 hrs Surf.Area= 936 sf Storage= 1,085 cf Plug-Flow detention time= 570.6 min calculated for 0.053 af (85% of inflow) Center-of-Mass det. time= 515.6 min ( 1,340.2 - 824.6 ) Volume Invert Avail.Storage Storage Description #1 958.00' 7,112 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 261 0 0 959.00 523 392 392 960.00 958 741 1,133 961.00 11,001 5,980 7,112 Device Routing Invert Outlet Devices #1 Primary 959.80'3.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 958.00'0.200 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.00 cfs @ 12.51 hrs HW=959.95' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.00 cfs) Primary OutFlow Max=0.46 cfs @ 12.51 hrs HW=959.95' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 0.46 cfs @ 1.04 fps) MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 18HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond 1P: Drainage Basin #4 Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 Inflow Area=0.418 ac Peak Elev=959.95' Storage=1,085 cf 0.88 cfs 0.47 cfs 0.00 cfs 0.47 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 19HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.361 ac 62.60% Impervious Runoff Depth=6.09"Subcatchment N: Tc=7.0 min CN=74/98 Runoff=3.35 cfs 0.183 af Runoff Area=0.399 ac 11.78% Impervious Runoff Depth=4.68"Subcatchment S: Tc=7.0 min CN=74/98 Runoff=3.13 cfs 0.156 af Runoff Area=0.418 ac 1.67% Impervious Runoff Depth=4.40"Subcatchment W: Tc=17.0 min CN=74/98 Runoff=2.22 cfs 0.153 af Inflow=7.41 cfs 0.465 afReach 1R: To Larpenteur Ave Outflow=7.41 cfs 0.465 af Peak Elev=960.18' Storage=1,474 cf Inflow=2.22 cfs 0.153 afPond 1P: Drainage Basin #4 Discarded=0.01 cfs 0.018 af Primary=1.93 cfs 0.127 af Outflow=1.94 cfs 0.144 af Total Runoff Area = 1.178 ac Runoff Volume = 0.492 af Average Runoff Depth = 5.01" 76.23% Pervious = 0.898 ac 23.77% Impervious = 0.280 ac MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 20HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: Runoff = 3.35 cfs @ 12.14 hrs, Volume= 0.183 af, Depth= 6.09" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.135 74 >75% Grass cover, Good, HSG C 0.226 98 Paved parking, HSG C 0.361 89 Weighted Average 0.135 74 37.40% Pervious Area 0.226 98 62.60% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.361 ac Runoff Volume=0.183 af Runoff Depth=6.09" Tc=7.0 min CN=74/98 3.35 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 21HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: Runoff = 3.13 cfs @ 12.14 hrs, Volume= 0.156 af, Depth= 4.68" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.352 74 >75% Grass cover, Good, HSG C 0.047 98 Paved parking, HSG C 0.399 77 Weighted Average 0.352 74 88.22% Pervious Area 0.047 98 11.78% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.399 ac Runoff Volume=0.156 af Runoff Depth=4.68" Tc=7.0 min CN=74/98 3.13 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 22HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: Runoff = 2.22 cfs @ 12.26 hrs, Volume= 0.153 af, Depth= 4.40" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.411 74 >75% Grass cover, Good, HSG C 0.007 98 Paved parking, HSG C 0.418 74 Weighted Average 0.411 74 98.33% Pervious Area 0.007 98 1.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 17.0 Direct Entry, Subcatchment W: Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.418 ac Runoff Volume=0.153 af Runoff Depth=4.40" Tc=17.0 min CN=74/98 2.22 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 23HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Ave [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.178 ac, 23.77% Impervious, Inflow Depth = 4.74" for 100-Year event Inflow = 7.41 cfs @ 12.15 hrs, Volume= 0.465 af Outflow = 7.41 cfs @ 12.15 hrs, Volume= 0.465 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Ave InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 8 7 6 5 4 3 2 1 0 Inflow Area=1.178 ac 7.41 cfs7.41 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 24HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond 1P: Drainage Basin #4 Inflow Area = 0.418 ac, 1.67% Impervious, Inflow Depth = 4.40" for 100-Year event Inflow = 2.22 cfs @ 12.26 hrs, Volume= 0.153 af Outflow = 1.94 cfs @ 12.34 hrs, Volume= 0.144 af, Atten= 12%, Lag= 4.8 min Discarded = 0.01 cfs @ 12.34 hrs, Volume= 0.018 af Primary = 1.93 cfs @ 12.34 hrs, Volume= 0.127 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 960.18' @ 12.34 hrs Surf.Area= 2,789 sf Storage= 1,474 cf Plug-Flow detention time= 224.6 min calculated for 0.144 af (94% of inflow) Center-of-Mass det. time= 195.8 min ( 1,002.6 - 806.8 ) Volume Invert Avail.Storage Storage Description #1 958.00' 7,112 cf Custom Stage Data (Prismatic) Listed below (Recalc) Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic-feet) (cubic-feet) 958.00 261 0 0 959.00 523 392 392 960.00 958 741 1,133 961.00 11,001 5,980 7,112 Device Routing Invert Outlet Devices #1 Primary 959.80'3.0' long x 1.0' breadth Broad-Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 Coef. (English) 2.69 2.72 2.75 2.85 2.98 3.08 3.20 3.28 3.31 3.30 3.31 3.32 #2 Discarded 958.00'0.200 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.01 cfs @ 12.34 hrs HW=960.18' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=1.92 cfs @ 12.34 hrs HW=960.18' (Free Discharge) 1=Broad-Crested Rectangular Weir (Weir Controls 1.92 cfs @ 1.68 fps) MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Existing Printed 3/7/2018Prepared by Loucks Page 25HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond 1P: Drainage Basin #4 Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 Inflow Area=0.418 ac Peak Elev=960.18' Storage=1,474 cf 2.22 cfs 1.94 cfs 0.01 cfs 1.93 cfs Appendix B HydroCAD Report, Proposed B Building E East N North P Parking S South W West 1R To Larpenteur Avenue INF INFILTRATION SYSTEM Routing Diagram for 17106 - ProposedPrepared by Loucks, Printed 3/7/2018 HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Subcat Reach Pond Link 17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 2HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Area Listing (all nodes) Area (acres) CN Description (subcatchment-numbers) 0.241 74 >75% Grass cover, Good, HSG C (E, N, P, S, W) 0.936 98 Paved parking, HSG C (B, E, N, P, S, W) 1.177 93 TOTAL AREA 17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 3HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Soil Listing (all nodes) Area (acres) Soil Group Subcatchment Numbers 0.000 HSG A 0.000 HSG B 1.177 HSG C B, E, N, P, S, W 0.000 HSG D 0.000 Other 1.177 TOTAL AREA 17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 4HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Ground Covers (all nodes) HSG-A (acres) HSG-B (acres) HSG-C (acres) HSG-D (acres) Other (acres) Total (acres) Ground Cover Subcatchment Numbers 0.000 0.000 0.241 0.000 0.000 0.241 >75% Grass cover, Good E, N, P, S, W 0.000 0.000 0.936 0.000 0.000 0.936 Paved parking B, E, N, P, S, W 0.000 0.000 1.177 0.000 0.000 1.177 TOTAL AREA 17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 5HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pipe Listing (all nodes) Line# Node Number In-Invert (feet) Out-Invert (feet) Length (feet) Slope (ft/ft) n Diam/Width (inches) Height (inches) Inside-Fill (inches) 1 INF 954.25 954.10 29.0 0.0052 0.013 12.0 0.0 0.0 MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 6HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.487 ac 100.00% Impervious Runoff Depth=2.58"Subcatchment B: Building Tc=7.0 min CN=0/98 Runoff=1.90 cfs 0.105 af Runoff Area=0.104 ac 24.04% Impervious Runoff Depth=1.22"Subcatchment E: East Tc=7.0 min CN=74/98 Runoff=0.20 cfs 0.011 af Runoff Area=0.080 ac 65.00% Impervious Runoff Depth=1.95"Subcatchment N: North Tc=7.0 min CN=74/98 Runoff=0.24 cfs 0.013 af Runoff Area=0.178 ac 91.01% Impervious Runoff Depth=2.42"Subcatchment P: Parking Tc=7.0 min CN=74/98 Runoff=0.65 cfs 0.036 af Runoff Area=0.060 ac 21.67% Impervious Runoff Depth=1.18"Subcatchment S: South Tc=7.0 min CN=74/98 Runoff=0.11 cfs 0.006 af Runoff Area=0.268 ac 73.51% Impervious Runoff Depth=2.11"Subcatchment W: West Tc=7.0 min CN=74/98 Runoff=0.86 cfs 0.047 af Inflow=0.38 cfs 0.062 afReach 1R: To Larpenteur Avenue Outflow=0.38 cfs 0.062 af Peak Elev=954.59' Storage=5,105 cf Inflow=3.61 cfs 0.198 afPond INF: INFILTRATION SYSTEM Discarded=0.04 cfs 0.155 af Primary=0.33 cfs 0.043 af Outflow=0.37 cfs 0.198 af Total Runoff Area = 1.177 ac Runoff Volume = 0.217 af Average Runoff Depth = 2.21" 20.48% Pervious = 0.241 ac 79.52% Impervious = 0.936 ac MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 7HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment B: Building Runoff = 1.90 cfs @ 12.14 hrs, Volume= 0.105 af, Depth= 2.58" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.487 98 Paved parking, HSG C 0.487 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment B: Building Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.487 ac Runoff Volume=0.105 af Runoff Depth=2.58" Tc=7.0 min CN=0/98 1.90 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 8HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment E: East Runoff = 0.20 cfs @ 12.15 hrs, Volume= 0.011 af, Depth= 1.22" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.079 74 >75% Grass cover, Good, HSG C 0.025 98 Paved parking, HSG C 0.104 80 Weighted Average 0.079 74 75.96% Pervious Area 0.025 98 24.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment E: East Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.104 ac Runoff Volume=0.011 af Runoff Depth=1.22" Tc=7.0 min CN=74/98 0.20 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 9HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: North Runoff = 0.24 cfs @ 12.14 hrs, Volume= 0.013 af, Depth= 1.95" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.028 74 >75% Grass cover, Good, HSG C 0.052 98 Paved parking, HSG C 0.080 90 Weighted Average 0.028 74 35.00% Pervious Area 0.052 98 65.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.080 ac Runoff Volume=0.013 af Runoff Depth=1.95" Tc=7.0 min CN=74/98 0.24 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 10HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment P: Parking Runoff = 0.65 cfs @ 12.14 hrs, Volume= 0.036 af, Depth= 2.42" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.016 74 >75% Grass cover, Good, HSG C 0.162 98 Paved parking, HSG C 0.178 96 Weighted Average 0.016 74 8.99% Pervious Area 0.162 98 91.01% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment P: Parking Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.178 ac Runoff Volume=0.036 af Runoff Depth=2.42" Tc=7.0 min CN=74/98 0.65 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 11HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: South Runoff = 0.11 cfs @ 12.15 hrs, Volume= 0.006 af, Depth= 1.18" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.047 74 >75% Grass cover, Good, HSG C 0.013 98 Paved parking, HSG C 0.060 79 Weighted Average 0.047 74 78.33% Pervious Area 0.013 98 21.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.125 0.12 0.115 0.11 0.105 0.1 0.095 0.09 0.085 0.08 0.075 0.07 0.065 0.06 0.055 0.05 0.045 0.040.035 0.03 0.025 0.02 0.015 0.01 0.005 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.060 ac Runoff Volume=0.006 af Runoff Depth=1.18" Tc=7.0 min CN=74/98 0.11 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 12HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: West Runoff = 0.86 cfs @ 12.14 hrs, Volume= 0.047 af, Depth= 2.11" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 2-Year Rainfall=2.81" Area (ac) CN Description 0.071 74 >75% Grass cover, Good, HSG C 0.197 98 Paved parking, HSG C 0.268 92 Weighted Average 0.071 74 26.49% Pervious Area 0.197 98 73.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment W: West Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 2-Year Rainfall=2.81" Runoff Area=0.268 ac Runoff Volume=0.047 af Runoff Depth=2.11" Tc=7.0 min CN=74/98 0.86 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 13HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Avenue [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.177 ac, 79.52% Impervious, Inflow Depth = 0.63" for 2-Year event Inflow = 0.38 cfs @ 12.62 hrs, Volume= 0.062 af Outflow = 0.38 cfs @ 12.62 hrs, Volume= 0.062 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Avenue InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 Inflow Area=1.177 ac 0.38 cfs0.38 cfs MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 14HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond INF: INFILTRATION SYSTEM Inflow Area = 1.037 ac, 83.99% Impervious, Inflow Depth = 2.29" for 2-Year event Inflow = 3.61 cfs @ 12.14 hrs, Volume= 0.198 af Outflow = 0.37 cfs @ 12.65 hrs, Volume= 0.198 af, Atten= 90%, Lag= 30.8 min Discarded = 0.04 cfs @ 9.15 hrs, Volume= 0.155 af Primary = 0.33 cfs @ 12.65 hrs, Volume= 0.043 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 954.59' @ 12.65 hrs Surf.Area= 2,153 sf Storage= 5,105 cf Plug-Flow detention time= 826.1 min calculated for 0.198 af (100% of inflow) Center-of-Mass det. time= 825.9 min ( 1,585.3 - 759.4 ) Volume Invert Avail.Storage Storage Description #1A 951.09' 3,233 cf 35.00'W x 61.50'L x 7.00'H Field A 15,068 cf Overall - 6,984 cf Embedded = 8,084 cf x 40.0% Voids #2A 951.59' 6,984 cf CMP Round 72 x 8 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 33.00' Header x 28.27 sf x 1 = 933.1 cf Inside 10,217 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 954.25'12.0" Round Culvert L= 29.0' Ke= 0.500 Inlet / Outlet Invert= 954.25' / 954.10' S= 0.0052 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Discarded 951.09'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.04 cfs @ 9.15 hrs HW=951.16' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=0.33 cfs @ 12.65 hrs HW=954.59' (Free Discharge) 1=Culvert (Barrel Controls 0.33 cfs @ 2.13 fps) MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 15HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM - Chamber Wizard Field A Chamber Model = CMP Round 72 (Round Corrugated Metal Pipe) Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 72.0" Wide + 36.0" Spacing = 108.0" C-C Row Spacing 2 Chambers/Row x 20.00' Long +13.50' Row Adjustment +6.00' Header x 1 = 59.50' Row Length +12.0" End Stone x 2 = 61.50' Base Length 4 Rows x 72.0" Wide + 36.0" Spacing x 3 + 12.0" Side Stone x 2 = 35.00' Base Width 6.0" Base + 72.0" Chamber Height + 6.0" Cover = 7.00' Field Height 8 Chambers x 565.5 cf +13.50' Row Adjustment x 28.27 sf x 4 Rows + 33.00' Header x 28.27 sf = 6,983.8 cf Chamber Storage 15,067.5 cf Field - 6,983.8 cf Chambers = 8,083.7 cf Stone x 40.0% Voids = 3,233.5 cf Stone Storage Chamber Storage + Stone Storage = 10,217.3 cf = 0.235 af Overall Storage Efficiency = 67.8% Overall System Size = 61.50' x 35.00' x 7.00' 8 Chambers 558.1 cy Field 299.4 cy Stone MSE 24-hr 3 2-Year Rainfall=2.81"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 16HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 4 3 2 1 0 Inflow Area=1.037 ac Peak Elev=954.59' Storage=5,105 cf 3.61 cfs 0.37 cfs 0.04 cfs0.33 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 17HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.487 ac 100.00% Impervious Runoff Depth=3.95"Subcatchment B: Building Tc=7.0 min CN=0/98 Runoff=2.85 cfs 0.160 af Runoff Area=0.104 ac 24.04% Impervious Runoff Depth=2.27"Subcatchment E: East Tc=7.0 min CN=74/98 Runoff=0.38 cfs 0.020 af Runoff Area=0.080 ac 65.00% Impervious Runoff Depth=3.18"Subcatchment N: North Tc=7.0 min CN=74/98 Runoff=0.39 cfs 0.021 af Runoff Area=0.178 ac 91.01% Impervious Runoff Depth=3.76"Subcatchment P: Parking Tc=7.0 min CN=74/98 Runoff=1.00 cfs 0.056 af Runoff Area=0.060 ac 21.67% Impervious Runoff Depth=2.22"Subcatchment S: South Tc=7.0 min CN=74/98 Runoff=0.22 cfs 0.011 af Runoff Area=0.268 ac 73.51% Impervious Runoff Depth=3.37"Subcatchment W: West Tc=7.0 min CN=74/98 Runoff=1.37 cfs 0.075 af Inflow=2.62 cfs 0.179 afReach 1R: To Larpenteur Avenue Outflow=2.62 cfs 0.179 af Peak Elev=955.32' Storage=6,374 cf Inflow=5.60 cfs 0.311 afPond INF: INFILTRATION SYSTEM Discarded=0.04 cfs 0.165 af Primary=2.35 cfs 0.146 af Outflow=2.39 cfs 0.311 af Total Runoff Area = 1.177 ac Runoff Volume = 0.343 af Average Runoff Depth = 3.50" 20.48% Pervious = 0.241 ac 79.52% Impervious = 0.936 ac MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 18HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment B: Building Runoff = 2.85 cfs @ 12.14 hrs, Volume= 0.160 af, Depth= 3.95" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.487 98 Paved parking, HSG C 0.487 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment B: Building Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 3 2 1 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.487 ac Runoff Volume=0.160 af Runoff Depth=3.95" Tc=7.0 min CN=0/98 2.85 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 19HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment E: East Runoff = 0.38 cfs @ 12.14 hrs, Volume= 0.020 af, Depth= 2.27" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.079 74 >75% Grass cover, Good, HSG C 0.025 98 Paved parking, HSG C 0.104 80 Weighted Average 0.079 74 75.96% Pervious Area 0.025 98 24.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment E: East Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.104 ac Runoff Volume=0.020 af Runoff Depth=2.27" Tc=7.0 min CN=74/98 0.38 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 20HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: North Runoff = 0.39 cfs @ 12.14 hrs, Volume= 0.021 af, Depth= 3.18" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.028 74 >75% Grass cover, Good, HSG C 0.052 98 Paved parking, HSG C 0.080 90 Weighted Average 0.028 74 35.00% Pervious Area 0.052 98 65.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.42 0.4 0.38 0.36 0.34 0.32 0.3 0.28 0.26 0.24 0.22 0.2 0.18 0.16 0.14 0.12 0.1 0.08 0.06 0.04 0.02 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.080 ac Runoff Volume=0.021 af Runoff Depth=3.18" Tc=7.0 min CN=74/98 0.39 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 21HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment P: Parking Runoff = 1.00 cfs @ 12.14 hrs, Volume= 0.056 af, Depth= 3.76" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.016 74 >75% Grass cover, Good, HSG C 0.162 98 Paved parking, HSG C 0.178 96 Weighted Average 0.016 74 8.99% Pervious Area 0.162 98 91.01% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment P: Parking Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.178 ac Runoff Volume=0.056 af Runoff Depth=3.76" Tc=7.0 min CN=74/98 1.00 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 22HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: South Runoff = 0.22 cfs @ 12.14 hrs, Volume= 0.011 af, Depth= 2.22" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.047 74 >75% Grass cover, Good, HSG C 0.013 98 Paved parking, HSG C 0.060 79 Weighted Average 0.047 74 78.33% Pervious Area 0.013 98 21.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.24 0.23 0.22 0.21 0.2 0.19 0.18 0.17 0.16 0.15 0.14 0.13 0.12 0.11 0.1 0.09 0.08 0.07 0.06 0.05 0.04 0.03 0.02 0.01 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.060 ac Runoff Volume=0.011 af Runoff Depth=2.22" Tc=7.0 min CN=74/98 0.22 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 23HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: West Runoff = 1.37 cfs @ 12.14 hrs, Volume= 0.075 af, Depth= 3.37" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 10-Year Rainfall=4.19" Area (ac) CN Description 0.071 74 >75% Grass cover, Good, HSG C 0.197 98 Paved parking, HSG C 0.268 92 Weighted Average 0.071 74 26.49% Pervious Area 0.197 98 73.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment W: West Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 1 0 MSE 24-hr 3 10-Year Rainfall=4.19" Runoff Area=0.268 ac Runoff Volume=0.075 af Runoff Depth=3.37" Tc=7.0 min CN=74/98 1.37 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 24HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Avenue [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.177 ac, 79.52% Impervious, Inflow Depth = 1.82" for 10-Year event Inflow = 2.62 cfs @ 12.26 hrs, Volume= 0.179 af Outflow = 2.62 cfs @ 12.26 hrs, Volume= 0.179 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Avenue InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 2 1 0 Inflow Area=1.177 ac 2.62 cfs2.62 cfs MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 25HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond INF: INFILTRATION SYSTEM Inflow Area = 1.037 ac, 83.99% Impervious, Inflow Depth = 3.60" for 10-Year event Inflow = 5.60 cfs @ 12.14 hrs, Volume= 0.311 af Outflow = 2.39 cfs @ 12.27 hrs, Volume= 0.311 af, Atten= 57%, Lag= 8.1 min Discarded = 0.04 cfs @ 6.80 hrs, Volume= 0.165 af Primary = 2.35 cfs @ 12.27 hrs, Volume= 0.146 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 955.32' @ 12.27 hrs Surf.Area= 2,153 sf Storage= 6,374 cf Plug-Flow detention time= 566.0 min calculated for 0.311 af (100% of inflow) Center-of-Mass det. time= 567.0 min ( 1,320.9 - 753.9 ) Volume Invert Avail.Storage Storage Description #1A 951.09' 3,233 cf 35.00'W x 61.50'L x 7.00'H Field A 15,068 cf Overall - 6,984 cf Embedded = 8,084 cf x 40.0% Voids #2A 951.59' 6,984 cf CMP Round 72 x 8 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 33.00' Header x 28.27 sf x 1 = 933.1 cf Inside 10,217 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 954.25'12.0" Round Culvert L= 29.0' Ke= 0.500 Inlet / Outlet Invert= 954.25' / 954.10' S= 0.0052 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Discarded 951.09'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.04 cfs @ 6.80 hrs HW=951.16' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=2.31 cfs @ 12.27 hrs HW=955.30' (Free Discharge) 1=Culvert (Barrel Controls 2.31 cfs @ 3.47 fps) MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 26HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM - Chamber Wizard Field A Chamber Model = CMP Round 72 (Round Corrugated Metal Pipe) Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 72.0" Wide + 36.0" Spacing = 108.0" C-C Row Spacing 2 Chambers/Row x 20.00' Long +13.50' Row Adjustment +6.00' Header x 1 = 59.50' Row Length +12.0" End Stone x 2 = 61.50' Base Length 4 Rows x 72.0" Wide + 36.0" Spacing x 3 + 12.0" Side Stone x 2 = 35.00' Base Width 6.0" Base + 72.0" Chamber Height + 6.0" Cover = 7.00' Field Height 8 Chambers x 565.5 cf +13.50' Row Adjustment x 28.27 sf x 4 Rows + 33.00' Header x 28.27 sf = 6,983.8 cf Chamber Storage 15,067.5 cf Field - 6,983.8 cf Chambers = 8,083.7 cf Stone x 40.0% Voids = 3,233.5 cf Stone Storage Chamber Storage + Stone Storage = 10,217.3 cf = 0.235 af Overall Storage Efficiency = 67.8% Overall System Size = 61.50' x 35.00' x 7.00' 8 Chambers 558.1 cy Field 299.4 cy Stone MSE 24-hr 3 10-Year Rainfall=4.19"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 27HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 6 5 4 3 2 1 0 Inflow Area=1.037 ac Peak Elev=955.32' Storage=6,374 cf 5.60 cfs 2.39 cfs 0.04 cfs 2.35 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 28HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Time span=0.00-72.00 hrs, dt=0.050 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Runoff Area=0.487 ac 100.00% Impervious Runoff Depth=7.12"Subcatchment B: Building Tc=7.0 min CN=0/98 Runoff=5.04 cfs 0.289 af Runoff Area=0.104 ac 24.04% Impervious Runoff Depth=5.02"Subcatchment E: East Tc=7.0 min CN=74/98 Runoff=0.85 cfs 0.044 af Runoff Area=0.080 ac 65.00% Impervious Runoff Depth=6.15"Subcatchment N: North Tc=7.0 min CN=74/98 Runoff=0.75 cfs 0.041 af Runoff Area=0.178 ac 91.01% Impervious Runoff Depth=6.87"Subcatchment P: Parking Tc=7.0 min CN=74/98 Runoff=1.79 cfs 0.102 af Runoff Area=0.060 ac 21.67% Impervious Runoff Depth=4.96"Subcatchment S: South Tc=7.0 min CN=74/98 Runoff=0.49 cfs 0.025 af Runoff Area=0.268 ac 73.51% Impervious Runoff Depth=6.39"Subcatchment W: West Tc=7.0 min CN=74/98 Runoff=2.57 cfs 0.143 af Inflow=6.64 cfs 0.469 afReach 1R: To Larpenteur Avenue Outflow=6.64 cfs 0.469 af Peak Elev=957.15' Storage=9,270 cf Inflow=10.25 cfs 0.577 afPond INF: INFILTRATION SYSTEM Discarded=0.04 cfs 0.174 af Primary=5.81 cfs 0.403 af Outflow=5.85 cfs 0.577 af Total Runoff Area = 1.177 ac Runoff Volume = 0.643 af Average Runoff Depth = 6.55" 20.48% Pervious = 0.241 ac 79.52% Impervious = 0.936 ac MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 29HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment B: Building Runoff = 5.04 cfs @ 12.14 hrs, Volume= 0.289 af, Depth= 7.12" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.487 98 Paved parking, HSG C 0.487 98 100.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment B: Building Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 5 4 3 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.487 ac Runoff Volume=0.289 af Runoff Depth=7.12" Tc=7.0 min CN=0/98 5.04 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 30HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment E: East Runoff = 0.85 cfs @ 12.14 hrs, Volume= 0.044 af, Depth= 5.02" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.079 74 >75% Grass cover, Good, HSG C 0.025 98 Paved parking, HSG C 0.104 80 Weighted Average 0.079 74 75.96% Pervious Area 0.025 98 24.04% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment E: East Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.95 0.9 0.85 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.104 ac Runoff Volume=0.044 af Runoff Depth=5.02" Tc=7.0 min CN=74/98 0.85 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 31HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment N: North Runoff = 0.75 cfs @ 12.14 hrs, Volume= 0.041 af, Depth= 6.15" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.028 74 >75% Grass cover, Good, HSG C 0.052 98 Paved parking, HSG C 0.080 90 Weighted Average 0.028 74 35.00% Pervious Area 0.052 98 65.00% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment N: North Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.8 0.75 0.7 0.65 0.6 0.55 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.080 ac Runoff Volume=0.041 af Runoff Depth=6.15" Tc=7.0 min CN=74/98 0.75 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 32HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment P: Parking Runoff = 1.79 cfs @ 12.14 hrs, Volume= 0.102 af, Depth= 6.87" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.016 74 >75% Grass cover, Good, HSG C 0.162 98 Paved parking, HSG C 0.178 96 Weighted Average 0.016 74 8.99% Pervious Area 0.162 98 91.01% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment P: Parking Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.178 ac Runoff Volume=0.102 af Runoff Depth=6.87" Tc=7.0 min CN=74/98 1.79 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 33HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment S: South Runoff = 0.49 cfs @ 12.14 hrs, Volume= 0.025 af, Depth= 4.96" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.047 74 >75% Grass cover, Good, HSG C 0.013 98 Paved parking, HSG C 0.060 79 Weighted Average 0.047 74 78.33% Pervious Area 0.013 98 21.67% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment S: South Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 0.5 0.45 0.4 0.35 0.3 0.25 0.2 0.15 0.1 0.05 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.060 ac Runoff Volume=0.025 af Runoff Depth=4.96" Tc=7.0 min CN=74/98 0.49 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 34HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Subcatchment W: West Runoff = 2.57 cfs @ 12.14 hrs, Volume= 0.143 af, Depth= 6.39" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-72.00 hrs, dt= 0.050 hrs MSE 24-hr 3 100-Year Rainfall=7.36" Area (ac) CN Description 0.071 74 >75% Grass cover, Good, HSG C 0.197 98 Paved parking, HSG C 0.268 92 Weighted Average 0.071 74 26.49% Pervious Area 0.197 98 73.51% Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 7.0 Direct Entry, Subcatchment W: West Runoff Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 2 1 0 MSE 24-hr 3 100-Year Rainfall=7.36" Runoff Area=0.268 ac Runoff Volume=0.143 af Runoff Depth=6.39" Tc=7.0 min CN=74/98 2.57 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 35HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Reach 1R: To Larpenteur Avenue [40] Hint: Not Described (Outflow=Inflow) Inflow Area = 1.177 ac, 79.52% Impervious, Inflow Depth = 4.78" for 100-Year event Inflow = 6.64 cfs @ 12.20 hrs, Volume= 0.469 af Outflow = 6.64 cfs @ 12.20 hrs, Volume= 0.469 af, Atten= 0%, Lag= 0.0 min Routing by Stor-Ind+Trans method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Reach 1R: To Larpenteur Avenue InflowOutflow Hydrograph Time (hours) 727068666462605856545250484644424038363432302826242220181614121086420 Flo w ( c f s ) 7 6 5 4 3 2 1 0 Inflow Area=1.177 ac 6.64 cfs6.64 cfs MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 36HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Summary for Pond INF: INFILTRATION SYSTEM Inflow Area = 1.037 ac, 83.99% Impervious, Inflow Depth = 6.68" for 100-Year event Inflow = 10.25 cfs @ 12.14 hrs, Volume= 0.577 af Outflow = 5.85 cfs @ 12.23 hrs, Volume= 0.577 af, Atten= 43%, Lag= 5.7 min Discarded = 0.04 cfs @ 4.25 hrs, Volume= 0.174 af Primary = 5.81 cfs @ 12.23 hrs, Volume= 0.403 af Routing by Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.050 hrs Peak Elev= 957.15' @ 12.23 hrs Surf.Area= 2,153 sf Storage= 9,270 cf Plug-Flow detention time= 336.8 min calculated for 0.577 af (100% of inflow) Center-of-Mass det. time= 337.9 min ( 1,085.3 - 747.4 ) Volume Invert Avail.Storage Storage Description #1A 951.09' 3,233 cf 35.00'W x 61.50'L x 7.00'H Field A 15,068 cf Overall - 6,984 cf Embedded = 8,084 cf x 40.0% Voids #2A 951.59' 6,984 cf CMP Round 72 x 8 Inside #1 Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 33.00' Header x 28.27 sf x 1 = 933.1 cf Inside 10,217 cf Total Available Storage Storage Group A created with Chamber Wizard Device Routing Invert Outlet Devices #1 Primary 954.25'12.0" Round Culvert L= 29.0' Ke= 0.500 Inlet / Outlet Invert= 954.25' / 954.10' S= 0.0052 '/' Cc= 0.900 n= 0.013 Corrugated PE, smooth interior, Flow Area= 0.79 sf #2 Discarded 951.09'0.800 in/hr Exfiltration over Surface area Discarded OutFlow Max=0.04 cfs @ 4.25 hrs HW=951.16' (Free Discharge) 2=Exfiltration (Exfiltration Controls 0.04 cfs) Primary OutFlow Max=5.78 cfs @ 12.23 hrs HW=957.12' (Free Discharge) 1=Culvert (Barrel Controls 5.78 cfs @ 7.35 fps) MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 37HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM - Chamber Wizard Field A Chamber Model = CMP Round 72 (Round Corrugated Metal Pipe) Effective Size= 72.0"W x 72.0"H => 28.27 sf x 20.00'L = 565.5 cf Overall Size= 72.0"W x 72.0"H x 20.00'L Row Length Adjustment= +13.50' x 28.27 sf x 4 rows 72.0" Wide + 36.0" Spacing = 108.0" C-C Row Spacing 2 Chambers/Row x 20.00' Long +13.50' Row Adjustment +6.00' Header x 1 = 59.50' Row Length +12.0" End Stone x 2 = 61.50' Base Length 4 Rows x 72.0" Wide + 36.0" Spacing x 3 + 12.0" Side Stone x 2 = 35.00' Base Width 6.0" Base + 72.0" Chamber Height + 6.0" Cover = 7.00' Field Height 8 Chambers x 565.5 cf +13.50' Row Adjustment x 28.27 sf x 4 Rows + 33.00' Header x 28.27 sf = 6,983.8 cf Chamber Storage 15,067.5 cf Field - 6,983.8 cf Chambers = 8,083.7 cf Stone x 40.0% Voids = 3,233.5 cf Stone Storage Chamber Storage + Stone Storage = 10,217.3 cf = 0.235 af Overall Storage Efficiency = 67.8% Overall System Size = 61.50' x 35.00' x 7.00' 8 Chambers 558.1 cy Field 299.4 cy Stone MSE 24-hr 3 100-Year Rainfall=7.36"17106 - Proposed Printed 3/7/2018Prepared by Loucks Page 38HydroCAD® 10.00-20 s/n 02676 © 2017 HydroCAD Software Solutions LLC Pond INF: INFILTRATION SYSTEM Inflow Outflow DiscardedPrimary Hydrograph Time (hours)727068666462605856545250484644424038363432302826242220181614121086420 Fl o w ( c f s ) 11 10 9 8 7 6 5 4 3 2 1 0 Inflow Area=1.037 ac Peak Elev=957.15' Storage=9,270 cf 10.25 cfs 5.85 cfs 0.04 cfs 5.81 cfs Appendix C MIDS Calculator Report Pr o j e c t I n f o r m a t i o n Ca l c u l a t o r V e r s i o n : V e r s i o n 3 : J a n u a r y 2 0 1 7 Pr o j e c t N a m e : T h e H e n d r i c k s o n Us e r N a m e / C o m p a n y N a m e : Lo u c k s Da t e : 0 3 - 0 7 - 2 0 1 8 Pr o j e c t D e s c r i p t i o n : Co n s t r u c t i o n P e r m i t ? : N o Si t e I n f o r m a t i o n Re t e n t i o n R e q u i r e m e n t ( i n c h e s ) : 1. 1 Si t e ' s Z i p C o d e : 5 5 1 1 3 An n u a l R a i n f a l l ( i n c h e s ) : 31 . 7 Ph o s p h o r u s E M C ( m g / l ) : 0 . 3 TS S E M C ( m g / l ) : 54 . 5 To t a l S i t e A r e a La n d C o v e r A S o i l s (a c r e s ) B S o i l s (a c r e s ) C S o i l s (a c r e s ) D S o i l s (a c r e s ) To t a l (a c r e s ) Fo r e s t / O p e n S p a c e - U n di s t u r b e d , p r o t e c t e d fo r e s t / o p e n s p a c e o r r e f o r e s t e d l a n d 0 Ma n a g e d T u r f - d i s t u r b e d , g r a d e d f o r y a r d s o r ot h e r t u r f t o b e m o w e d / m a n a g e d 0. 2 4 1 0 . 2 4 1 Im p e r v i o u s A r e a ( a c r e s ) 0 . 9 3 7 To t a l A r e a ( a c r e s ) 1 . 1 7 8 Si t e A r e a s R o u t e d t o B M P s La n d C o v e r A S o i l s (a c r e s ) B S o i l s (a c r e s ) C S o i l s (a c r e s ) D S o i l s (a c r e s ) To t a l (a c r e s ) Fo r e s t / O p e n S p a c e - U n di s t u r b e d , p r o t e c t e d fo r e s t / o p e n s p a c e o r r e f o r e s t e d l a n d 0 Ma n a g e d T u r f - d i s t u r b e d , g r a d e d f o r y a r d s o r ot h e r t u r f t o b e m o w e d / m a n a g e d 0. 1 6 6 0 . 1 6 6 Su m m a r y I n f o r m a t i o n Pe r f o r m a n c e G o a l R e q u i r e m e n t Pe r f o r m a n c e g o a l v o l u m e r e t e n t i o n r e q u i r e m e n t : 3 7 4 1 f t 3 Vo l u m e r e m o v e d b y B M P s t o w a r d s p e r f o r m a n c e g o a l : 35 3 4 f t 3 Pe r c e n t v o l u m e r e m o v e d t o w a r d s p e r f o r m a n c e g o a l 9 4 % An n u a l V o l u m e a n d P o l l u t a n t L o a d R e d u c t i o n s Po s t d e v e l o p m e n t a n n u a l r u n o f f v o l u m e 2 . 2 4 2 4 a c r e - f t An n u a l r u n o f f v o l u m e r e m o v e d b y B M P s : 2. 0 1 8 a c r e -f t Pe r c e n t a n n u a l r u n o f f v o l u m e r e m o v e d : 9 0 % Po s t d e v e l o p m e n t a n n u a l p a rt i c u l a t e P l o a d : 1 . 0 0 6 l b s An n u a l p a r t i c u l a t e P r e m o v e d b y B M P s : 0. 9 0 6 l b s Po s t d e v e l o p m e n t a n n u a l d i s s o l v e d P l o a d : 0 . 8 2 3 l b s An n u a l d i s s o l v e d P r e m o v e d b y B M P s : 0 . 7 4 1 l b s Pe r c e n t a n n u a l t o t a l p h o s p h o r u s r e m o v e d : 9 0 % Po s t d e v e l o p m e n t a n n u a l T S S l o a d : 3 3 2 . 4 l b s An n u a l T S S r e m o v e d b y B M P s : 2 9 9 . 2 l b s Pe r c e n t a n n u a l T S S r e m o v e d : 9 0 % BM P S u m m a r y Pe r f o r m a n c e G o a l S u m m a r y BM P N a m e BM P V o l u m e Ca p a c i t y (f t 3 ) Vo l u m e Re c i e v e d (f t 3 ) Vo l u m e Re t a i n e d (f t 3 ) Vo l u m e Ou t f l o w (f t 3 ) Pe r c e n t Re t a i n e d (% ) 1 - U n d e r g r o u n d i n f i l t r a t i o n 45 1 4 35 3 4 35 3 4 0 10 0 An n u a l V o l u m e S u m m a r y BM P N a m e Vo l u m e Fr o m D i r e c t Wa t e r s h e d (a c r e - f t ) Vo l u m e Fr o m Up s t r e a m BM P s (a c r e - f t ) Vo l u m e Re t a i n e d (a c r e - f t ) Vo l u m e ou t f l o w (a c r e - f t ) Pe r c e n t Re t a i n e d (% ) 1 - U n d e r g r o u n d i n f i l t r a t i o n 2. 0 8 5 7 0 2. 0 1 8 0. 0 6 7 7 0 0 0 0 0 0 97 Pa r t i c u l a t e P h o s p h o r u s S u m m a r y BM P N a m e Lo a d F r o m Di r e c t Wa t e r s h e d (l b s ) Lo a d F r o m Up s t r e a m BM P s (l b s ) Lo a d Re t a i n e d (l b s ) Ou t f l o w Lo a d (l b s ) Pe r c e n t Re t a i n e d (% ) 1 - U n d e r g r o u n d i n f i l t r a t i o n 0. 9 3 6 1 0 0. 9 0 5 7 0. 0 3 0 4 97 Di s s o l v e d P h o s p h o r u s S u m m a r y BM P N a m e Lo a d F r o m Di r e c t Wa t e r s h e d (l b s ) Lo a d F r o m Up s t r e a m BM P s (l b s ) Lo a d Re t a i n e d (l b s ) Ou t f l o w Lo a d (l b s ) Pe r c e n t Re t a i n e d (% ) 1 - U n d e r g r o u n d i n f i l t r a t i o n 0. 7 6 5 9 0 0. 7 4 1 1 0. 0 2 4 8 97 TS S S u m m a r y BM P N a m e Lo a d F r o m Di r e c t Wa t e r s h e d (l b s ) Lo a d F r o m Up s t r e a m BM P s (l b s ) Lo a d Re t a i n e d (l b s ) Ou t f l o w Lo a d (l b s ) Pe r c e n t Re t a i n e d (% ) 1 - U n d e r g r o u n d i n f i l t r a t i o n 30 9 . 1 9 0 29 9 . 1 6 10 . 0 3 97 BM P S c h e m a t i c Figures Existing Drainage Exhibit Proposed Drainage Exhibit LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 0.362 AC (0.226 IMP) N 0.399 AC (0.047 IMP) 0.418 AC (0.007 IMP) S W LEGEND X X SUBCATCHMENT POND TOP OF POND TIME OF CONCENTRATION PATH SITE DISCHARGE 4 4 4 4 N LOUCKS PROJ. NO. 17280 LOUCKS W:\ 2 0 1 7 \ 1 7 1 0 6 \ H Y D R O L O G Y \ C A D D \ 0 1 E x i s t i n g D r a i n a g e A r e a s - 1 7 1 0 6 Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 5 7 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL THE HENDRICKSON FALCON HEIGHTS, MN FIGURE 1 EXISTING DRAINAGE AREAS LARPENTEUR AVENUE WEST LOT 1 LOT 2 B L O C K 1 8 8 8 8 8 8 8 8 8 8 96 1 96 2 96 3 960 961 962963 95 5 95 6 95 7 95 8 95 9 9 6 0 961962963 960 9 6 0 96 0 96 1 96 2 9 6 3 9 6 2 9 6 3 962 963 961 960 961 96 4 959 9 6 1 60.48 ±EX 61.79 61.69 60.73 61.82 60.86 61.92 60.59 58.49 ±EX 58.16 ±EX 62.17 61.58 59.27 60.71 64.00 63.84 63.0863.08 63.19 60.50 59.36 ±EX 59.97 ±EX BC 59.62 ±EX CC 58.32 ±EX 59.81 ±EX 60.02 ±EX 60.28 ±EX 60.64 ±EX 60.77 ±EX 60.75 ±EX 60.81 ±EX 59.44 ±EX 60.28 ±EX 60.81 60.28 60.18 60.02 60.28 60.64 60.77 60.75 60.75 60.63 60.56 60.52 60.16 59.90 59.30 ±EX 59.14 ±EX 58.98 ±EX59.29 ±EX 59.21 ±EX 59.12 ±EX 59.20 59.20 54.00 54.00 63.84 63.94 63.34 63.2261.82 63.94 62.37 59.97 ±EX 59.97 59.83 59.44 59.34 59.66 ±EX 55.07 61.01 58.66 59.40 64.00 64.00 64.35 64.35 64.00 64.0064.00 64.23 63.74 63.77 64.00 63.71 63.77 63.69 63.63 63.35 63.52 63.84 63.91 63.94 63.97 64.3564.3563.6362.87 62.77 63.35 63.77 63.53 64.00 64.00 64.00 62.39 62.92 62.50 62.00 61.00 60.00 62.60 61.60 60.60 61.07 60.97 9 6 0 MA T C H E X I S T I N G G R A D E S 58.06 ±EX 58.91 59.51 9 6 0 959 58.61 8 8 4 4 PROPOSED BUILDING FFE=964.00 GFE=953.00 MATCH EXISTING GRADES M A T C H E X I S T I N G G R A D E S 55.07 59.16 TW=61.58BW=56.83 TW=64.00BW=54.50 TW=61.58BW=57.10 TW=64.00BW=53.00 TW=64.00BW=53.00 TW=64.00BW=55.92 64.00 64.00 64.00 64.00 63.68 63.90 63.90 63.68 63.08 63.15 59.72 59.64 TW=61.33BW=59.33 TW=62.08BW=59.58 TW=61.78BW=59.28 TW=60.05BW=59.05 59.06 95 9 0.179 AC (0.162 IMP) 0.066 AC (0.038 IMP) N 0.118 AC (0.039 IMP) E P 0.487 AC (0.487 IMP) B 0.268 AC (0.197 IMP) W 0.078 AC (0.031 IMP) S LEGEND X X SUBCATCHMENT POND TOP OF POND TIME OF CONCENTRATION PATH SITE DISCHARGE 4 4 4 4 N LOUCKS PROJ. NO. 17280 LOUCKS W:\ 2 0 1 7 \ 1 7 1 0 6 \ H Y D R O L O G Y \ C A D D \ 0 2 P r o p o s e d D r a i n a g e A r e a s - 1 7 1 0 6 Pl o t t e d : 03 / 0 7 / 2 0 1 8 1 1 : 5 6 A M 7200 Hemlock Lane, Suite 300 Maple Grove, MN 55369 763.424.5505 www.loucksinc.com PLANNING CIVIL ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE ENVIRONMENTAL CADD files prepared by the Consultant for this project are instruments of the Consultant professional services for use solely with respect to this project. These CADD files shall not be usedon other projects, for additions to this project, or for completionof this project by others without written approval by the Consultant. With the Consultant's approval, others may be permitted to obtain copies of the CADD drawing files for information and reference only. All intentional or unintentionalrevisions, additions, or deletions to these CADD files shall bemade at the full risk of that party making such revisions, additions or deletions and that party shall hold harmless and indemnify the Consultant from any & all responsibilities, claims, and liabilities. CADD QUALIFICATION SUBMITTAL/REVISIONS PROFESSIONAL SIGNATURE QUALITY CONTROL THE HENDRICKSON FALCON HEIGHTS, MN FIGURE 2 PROPOSED DRAINAGE AREAS The Hendrickson  1750 Larpenteur Avenue West  Falcon Heights, MN    The site:  A 1.25‐acre parcel which is mostly unimproved. An existing shared access driveway runs along the western property line.  There is an existing commercial building to the west, an apartment complex to the east and open agricultural land to the  south and to the north (across Larpenteur Avenue).  The building is situated on the site to take advantage of expansive  open views to those pastoral agricultural fields.  Outdoor community space is located at the back of the building.  14‐  surface parking stalls, for residents and guest use, are in front of the building near a covered entry.  A parking garage, in  the basement level of the building, will accommodate 67 automobiles.  81 total parking stalls on site for 66 units or a  1.22:1 parking ratio. Due to the size of the infill site and the goal to maximize green space, a 1:2 ratio is requested.  Most  of the parking stalls will be in the underground garage.      The Building:    The project consists of a single four‐story building with a basement (underground garage). The building design is  traditional and timeless. The focal point of the front of the building will be the covered entry canopy, allowing residents  and their guests to be dropped off at the front entrance, sheltered from inclement weather. The project density is 55‐ units per acre. The anticipated total resident population, because the building occupancy is being restricted to “Seniors”  or occupants 55 years of age or older, will be less than a typical market rate general occupancy building.  Senior projects,  have less vehicle trips during the day, especially during peak travel periods.      Anticipated Resident Profile:  1. The property will be restricted to occupants 55 years of age or older.  2. The residents are retired (not working).  3. The average age of the residents typically is 75+ years of age or older  4. The market demand studies generally assume:   Up to 8% of the units are occupied by residents 55‐64 years of age    About 32% of the units are occupied by residents 65‐74 years of age   About 60% of the units are occupied by residents 75 years of age or older    Anticipated Occupancy (number of residents):    % # Type # Occ. Total  11%  7  Studio  1.00  7  35%  23  1‐Bedroom  1.25  29  55%  36 2‐Bedroom  1.50  54   66   90    66 apartment units with 7‐studios, 23‐one‐bedroom units and 36‐two‐bedroom units.   90 total residents; 7 residents living in studios, 29 residents living in one‐bedroom units and 54 residents living in two‐ bedroom units.             Market Area:  It is anticipated that most of the residents will be moving from a home or an apartment in the shaded  area below:      Project Ownership:    The project will be owned by 1750 Larpenteur, LLC.  The shareholders are James E. Kelly and John R. Otteson.  Kelly  Brothers, Ltd, owned and operated by Mr. Kelly, will oversee the construction of the building, will handle the lease‐up of  the project and manage the property. Kelly Brothers, Ltd will oversee the maintenance of the building and all the  exterior improvements (landscaping, sidewalks and driveways).